Elevators and Escalators Design Guideline Release 2.8

Elevator &

Escalator

Design

Guideline

Release 2.8

Preface This booklet is prepared as reference material to support your building planning using KONE elevators, escalators and moving walks. It consists of description of the operation systems, the relationship between the capacity and the floor area and the layout of our elevators, escalators and moving walks designed for Europe. The dimensions in each layout rely on KONE standard specifications and applicable codes and regulations. Please ensure you contact KONE Hellas1 in the event that you need the dimensions for non standard specifications and / or special codes or regulations other than specified in this booklet. You are strongly recommended to consult our Sales Department in KONE Hellas before finalizing the dimensions.

1 KONE SA N. Plastira 3 144 52 Metamorfosi Athens Tel. 210-5793000 Fax 210-5786747

Contact persons of Sales Department KONE SA George Tsagodimitropoulos – Sales Manager T. 210-5793160, e-mail: [email protected] Dimitrios Roussos – Sales Engineer T. 210-5793142, e-mail [email protected] Nikos Pilarinos – Sales Engineer T. 210-5793143, e-mail: [email protected]

Table of contents

Introduction...................................................................................................................1

Planning made easy with KONE optimized solutions................................................1 How to use this Planning Guide................................................................................2

Traffic analysis..............................................................................................................3 Passenger traffic in a building...................................................................................3 Building considerations.............................................................................................3 Basic planning parameters........................................................................................4 Speed selection...........................................................................................................4 Selection of elevator group........................................................................................4 Office buildings..........................................................................................................5 Hotels.........................................................................................................................6 Hospitals....................................................................................................................6 Public Transportation buildings................................................................................7 Residential buildings..................................................................................................7 Planning recommendations.......................................................................................8 Elevator grouping......................................................................................................9

Quick Reference..........................................................................................................10 Elevators..................................................................................................................10 Escalators - Moving walks.......................................................................................11

EN81-1: 1998 Standard – Electric lifts ......................................................................12 Walls, floor and ceiling of the well..........................................................................12 Protection of any spaces located below the car, the counterweight or the balancing weight.......................................................................................................................12 Protection in the well...............................................................................................12 Available car area, rated load, number of passengers............................................13 Traction evaluation (Annex M)................................................................................14 Evaluation of safety factor for suspension ropes (Annex N)....................................16

EN81-70: 2001 Standard – Accessibility to lifts for persons including persons with disability.......................................................................................................................20

Class I, II and III lifts – Car dimensions & entrances width...................................20 Stopping and leveling accuracy...............................................................................20

EN81-71: 2005 Standard – Vandal resistant lifts......................................................21 Scope of EN81-71....................................................................................................21 Definitions................................................................................................................21 Guidance to the purchaser / designer (Annex A).....................................................21 Additional advice for building designers (Annex D)...............................................24 Typical items that may be used by vandals (Annex E).............................................25

EN81-72: 2001 Standard – Firefighters lifts .............................................................27 Scope of EN81-72....................................................................................................27 Environmental building requirements.....................................................................27 Fundamental firefighter elevator requirements.......................................................27 Safety requirements..................................................................................................27 Rescue trapped firefighters in the elevator shaft.....................................................28 Control systems........................................................................................................28 Power supply............................................................................................................28

Car and landing controls.........................................................................................28 Fire service communication.....................................................................................29

EN 81-73: 2005 Standard – Behavior of lifts in event of fire ...................................30 Scope of EN81-73....................................................................................................30 Behavior of the lift on the receipt of a fire detection signal....................................30

EN81-58: 2003 Standard – Lift Landing Doors Fire Resistance Test......................31 Scope of EN81-58....................................................................................................31 Certification.............................................................................................................31 Criteria of performance...........................................................................................31

ISO 4190-1: 1999 Standard – Class I, II, III & VI lifts ............................................32 Class I, II and VI lifts – Functional dimensions of cars and recommended PH & SH..................................................................................................................................32 Class III lifts – Functional dimensions of cars and recommended PH & SH.........32 Class I – Residential lifts.........................................................................................33 Class I – General purpose lifts................................................................................34 Class VI – Intensive use lifts....................................................................................35 ClassIII – Health care lifts.......................................................................................36

VDI 4707: 2008 Guideline – Lifts Energy efficiency ................................................37 Scope........................................................................................................................37 Characteristic values...............................................................................................37 Energy efficiency classes.........................................................................................37 Usage category........................................................................................................38 Determination of figures and characteristic values.................................................39 Examples (Annex C).................................................................................................39

Protection category in accordance with DIN 40050 & IEC529................................42 Contact and foreign object protection categories...................................................42 Water protection categories.....................................................................................43

KONE MonoSpace® Standard...................................................................................44 Elevator level information.......................................................................................44 Basic Specifications KONE MonoSpace® (Standard)............................................45 General layout drawing...........................................................................................46 Lifting hooks in shaft ceiling....................................................................................46 Reaction forces to wall.............................................................................................46 Motor output............................................................................................................47

KONE MonoSpace® Special......................................................................................48 Elevator level information.......................................................................................48 Basic Specifications KONE MonoSpace® (Special)...............................................49 General layout drawing...........................................................................................50 Lifting hooks in shaft ceiling....................................................................................51 Reaction forces to wall.............................................................................................51 Motor output............................................................................................................52

KONE MiniSpace®.....................................................................................................53 Elevator level information.......................................................................................53 Basic Specifications KONE MiniSpace®................................................................54 General layout drawing...........................................................................................55 Reaction forces to wall.............................................................................................55

KONE Scenic ..............................................................................................................56 Elevator level information.......................................................................................56 Basic Specifications KONE Scenic..........................................................................57

KONE TranSysTM........................................................................................................58

Elevator level information.......................................................................................58 Basic Specifications – TranSysTM – Cars without front walls – Single Entrance....59 Basic Specifications – TranSysTM – Cars without front walls – Double Entrance..59 Basic Specifications – KONE Vehicle elevators – Cars without front walls...........59 Basic Specifications – TranSysTM – Cars with front walls – Single Entrance.........60 Basic Specifications – TranSysTM – Cars with front walls – Double Entrance.......60 Flexible car dimensions (Q > 2000kg up to 5000kg)..............................................61 General layout drawings..........................................................................................62 Lifting hooks in shaft ceiling....................................................................................63 Reaction forces to wall.............................................................................................63

Accessories ..................................................................................................................64 Power Feeder Data .....................................................................................................68 Comparison of Monospace® with Hydraulic ............................................................69

Freight elevators......................................................................................................69 Explanation on KONE Documentation .....................................................................70 Escalator & Moving walk Planning Guide................................................................71

Introduction..............................................................................................................71 Transport capacities................................................................................................71 Possible configurations............................................................................................73

EN115-1: 2008 Standard – Escalators & Moving Walks..........................................74 Supporting structure (truss) and enclosure.............................................................74 Drive unit.................................................................................................................74 Building interfaces (Annex A)..................................................................................75 Guidelines for selection and planning of escalators and moving walks (Annex H)77 Requirements on escalators and moving walks intended to transport shopping trolleys and baggage carts (Annex I).......................................................................77 Determination of anti-slip properties of the tread surfaces of steps and pallets, of comb plates and cover plate (Annex J)....................................................................79

Basic Specifications KONE Travelmaster (EJV) Escalator......................................81 Escalator level information......................................................................................81

Basic Specifications KONE ECO (E3C/E3H) Escalator ..........................................82 Escalator level information......................................................................................82

Basic Specifications KONE Transitmaster (E3X) Escalator ....................................83 Escalator level information......................................................................................83

Basic Specifications KONE Travelmaster (RJV) Moving walk................................85 Moving walk level information................................................................................85

Basic Specifications KONE ECO (R3C) Moving walk .............................................87 Moving walk level information................................................................................87

Approvals and Versions History.................................................................................90

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Introduction Planning made easy with KONE optimized solutions This Planning Guide help you choose an optimal elevator, escalator or moving walk “People Flow” solution for your building. It provides guidelines and technical information about KONE equipment for architects, designers, consultants, construction engineers and all others who might participate in the design process. KONE has a wealth of segment solutions to match most needs and building types. The solutions are presented in this planning guide are carefully designed to provide unbeatable quality, safety and lifetime cost efficiency. Our ranges of solutions represent the cutting edge in building space efficiency, process friendliness and flexibility. The following pages provide information that can help you select the right solution for your building. With consistent, proven technology for all buildings and all applications within a single building KONE elevator solutions give you the best of both worls – innovative, advanced design and proven technology that keep your traffic flowing dependably. - KONE Monospace solutions - KONE Minispace solutions - KONE Alta concept for high-rise buildings - KONE Transys solutions for freight - KONE Vehicle solutions KONE EcoSystem is the choice for any modern low to high rise application, because of the exemplary ride comfort and wide range of visual product options and control features grouped together to create our segment solutions: - Residential - Office: Corporate, Government, Business parks, Small offices, Luxury offices - Public Access: Public transportation, Airport, Retail, Education, Health Care KONE innovation extends to our line-up of escalator platforms, which offer similar environment friendly, power and space saving solutions. No matter what the application, we can provide a total vertical transportation solution to keep your building alive. If you need more information to support your decision – making process, give us a call – KONE provides extensive customer documentation and services to make sure you get exactly the right package for your unique needs. We can provide design brochures, segment solution, detailed technical information, traffic planning assistance and personal service to help you make the right choices every step of the way. Our technical information services are also increasingly made available on the World Wide Web – please visit us at www.kone.com/countries/en_MP/tools to find out more.

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How to use this Planning Guide The recommended solutions listed in this planning guide are carefully engineered for standard compliance, suitability for most applications and cost effectiveness. Use this planning guide to specify important technical data for your vertical transportation solution and complete layout drawings. This planning guide is organized into sections that will help you through the selection process: - Explanation of abbreviations - Traffic analysis - Shaft dimensioning data - Electrical design data - Layouts and dimension data - Reaction force data Dimension tables and data provided in this planning guide give useful at-a-glance information. To get the maximum benefit, first consider carefully what main application your building’s vertical transportation equipment should serve. In a diversified building, there are often special requirements that can not be fully satisfied with a solution designed solely for the building main purpose. Therefore, solutions in this planning guide are grouped by purpose to help you find the most suitable solutions for your applications. To find a suitable solutions just follow these steps: - Select the appropriate application. If you need an elevator solution for multiple purposes or special applications, contact us and we will help you find the solution that best serves your needs. - Determine the speed and car size you need - Select a suitable door clear opening width - Select the positioning of elevator doors - Determine how many elevators are needed in the group to handle your traffic requirements The answers to these steps help you make the appropriate selections from our range of solutions and find all the necessary data in this planning guide to specify the elevator.

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Traffic analysis Passenger traffic in a building Passenger traffic intensity and traffic patterns vary a lot in different types of buildings In single tenant office buildings there are sharp traffic peaks in the morning, lunch hour and evening. Also a lot of interfloor traffic can be expected. If working hours are flexible, it diminishes traffic intensity during peak hours. In diversified office buildings, passenger traffic intensity during peak traffic hours is even lighter. The peak traffic hour lasts longer, but clear traffic peaks in the morning and lunch hour can be leveled down. In hotels, traffic is mostly two – way. Hotel guests travel to their rooms and return to the entrance floor. A third traffic component is to the restaurant or other feature floor. Extra elevator traffic is avoided if the restaurant is close the entrance floor. In a hotel, a clear traffic peak is in the morning when people have their breakfast, return to their rooms and check out from the hotel. Elevators in offices are usually planned for the up-peak traffic. Planning criteria exist for up-peak traffic and two – way traffic in hotels and residential buildings. During up-peak, car loads are greater compared to other times of day. If an elevator group can handle an up-peak situation, they can handle about 1,2….1,8 times more traffic during lunch hour and down-peak. In residential buildings traffic is mostly two –way. Normally traffic intensity is high in the morning when people go to work and in the evening when people return to their homes. Traffic intensity is much lighter than in offices and hotels. Building considerations In planning elevators to a building the following items have to be considered: - Type and usage of the building - Number of served floors by elevators - Floor heights and travel of elevators - Entrance floors - Number of users at each floor If the number of users (population) is unknown, it has to be estimated. The net usable are per floor is a good basis for estimation. The net usable area does not include areas such as elevator shafts, waiting areas, stairways, corridors and other common areas. Roughly it can be assumed to be about 75….85% of the total floor area. Guidelines for estimation are shown in the following table:

Usage Population Estimation Typical Value Office Regular Luxury

8…12 m2/person 12…25 m2/person

10 m2/person 14 m2/person

Hotel 0,75…1,0 persons/bed 1,5 persons/quest room

Residential building 2 persons/first bedroom + 1 person/additional bedroom

1,5…1,9 persons/bedroom

Hospitals Staff Visistors

1,5…3,0 persons/bed space

3,0 visitors/bed space

Table 1.1

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Basic planning parameters At the building design stage, several features can be altered in elevator specification. At this stage, the future usage of the building has to be considered carefully since later on changes in the layout of the elevator are often not possible. The following parameters have to be considered in the elevator specification: - Car load - Car speed - Number of cars in group - Served floors - Car / shaft dimensions - Location and grouping of elevators - Control systems and control features Planning parameters are mainly calculated for the up-peak situation, but also two-way traffic situation is used. - Handling capacity (persons / 5min, or % of population / 5min) - Interval (s) - Nominal travel (s) Handling Capacity shows how many passengers the elevator system can transport in five minutes, normally in up-peak with 80% load factor. More commonly handling capacity is given in relative unit, percent in five minutes. Relative Handling Capacity is obtained from the absolute handling capacity (persons / 5min) by dividing the population at the served floors. Average Interval shows the average period between elevator departures from the lobby during the up-peak. Interval is obtained by dividing the elevator round trip time by the number of elevators. Nominal Travel Time is obtained by dividing the travel height by the elevator rated speed. It gives a rough estimation of the maximum time it takes to travel from the bottom floor to the top floor. Speed selection Suitable elevator speed depends on the travel height. The speed selection is based on the nominal travel time. In residential buildings the nominal travel time up to 50s is acceptable while in offices and hotel buildings the nominal travel time should be below 32s. For good performance in offices nominal travel time should stay below 25s and for excellent below 20s. Selection of elevator group In office / hotel buildings traffic is heavier than in residential buildings. That is why the number of elevators in office buildings is greater than in residential buildings. A rough estimation to the number of elevators in a building is obtained from the graphs below if the number of floors and the population is known. In the graphs the following approximations are made:

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- Good service level (internal below 32s, nominal travel time below 25s) - Up-peak traffic - One entrance floor in the building - Average height 3,3m - Equal amount of users on each floor above the entrance floor - Traditional control with up and down call buttons - Speed less or equal than 4m/s If assumptions of the building are according to the list above, the following graphs can be used but if not please contact KONE traffic specialists. Office buildings The selection of elevator group in office building depends on the number of tenants and working hours in the building. In the next graph, selection of the elevator group providing good service level in an office building with flexible working hours is shown. The elevators are selected according to the number of served floors in the building, and the number of users (population) above the main entrance. The point at horizontal axes is found according to the population in the building. Each building type has its own recommendation for handling capacity. Handling capacity in office buildings should exceed 12% of population in 5min, however even according to some local practices even 11% is accepted.

Minimum number of elevators for a single tenant office building with good service level

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Hotels For hotel quests, the graph as for office buildings can be used in elevator selection. The up-peak handling capacity with 80% car load factor should exceed 12% of the population in 5min. Resort hotels usually have a higher occupancy rate than urban hotels which has to be taken into account in estimating the population. Also two-way traffic can be used with 40% car load factor. Handling capacity should exceed 12% of population in 5min. Load factor below 40% is used if separate service elevators are not provided. However, separate freight or service elevators serving all floors are recommended. The number of service should be about half of the number of hotel guest elevators. Hotels have also recommendations for the minimum car sizes. The elevator should be large enough, for example from 17 to 21 persons car size are recommended. In the car there has to be room for patrons and their baggage without undue congestion in the car. Centre opening doors with clear openings no less than 1100mm wide and 2100mm high are recommended.

Minimum number of elevators for multi-tenant offices and hotels with good service level Hospitals In hospitals there is need for several type of vertical transportation such as staff, visitors, patients, beds, food and linen. The graphic for office buildings can be used to select elevator for the personnel and visitors. Capacity should then exceed 12% of the users in 5min. The number of users of the passenger elevators can be estimated from the table 1.1 A general capacity recommendation for the bed transportation is from 1,75% to 4,0% of beds per 5min. Interval should stay below 50…60s. Special size elevators are used for bed transportation. The minimum car size is 1800mm width and 2700mm deep. The door is typically 1300mm or 1400mm with centre opening doors being the most efficient and needing least maintenance effort.

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Public Transportation buildings At public transportation the circulation of traffic flow is heavy. Transportation capacity of elevators is small compared to escalators or inclined moving walks. In low public transportation buildings, most of the traffic should be handled by escalators or moving walks. Elevators are needed to transport personnel, disabled people and children. Same recommendations as for office buildings can be used for the personnel transportation. Separate elevators are required for freight transportation for provisioning of stores. Residential buildings In residential buildings handling capacity should exceed 7,5% per 5min of the population and interval up to 100s is accepted. The local conditions should be known to enable reliable analysis. According to some local practices, handling capacity of 5% in 5min can be accepted.

Minimum number of elevators for a residential building with good service level

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Planning recommendations Recommendations for the relative up-peak handling capacity, interval and nominal travel time vary according to the building type and the working hours in offices. The following table shows performance recommendations for different type of buildings.

Nominal Travel

(s)

Nominal Interval

(s)

Handling Capacity

(%) Building Type

Good Excel. Good Excel. Good Excel.

Office - Single tenant common working hours - Single tenant flexible working hours - Multiple tenant common working hours - Multiple tenant flexible working hours

16…20 13…16 14…16 12…15

20…25 16…20 16…20 15…18

Hotels

20…25 15…20 25…32 20…25

12…16 16…20 Hospitals and Shopping Centers 13…16 16…20 Residential 25…32 20…25 max 80 max 60 5…7,5 Public Transportation Transportation equipment is selected by the traffic flow

demand case by case

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Elevator grouping

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Quick Reference Elevators

Use

Passenger elevator / Service

Freight elevator

Healthcare elevator

MiniSpace (Compact machine

room elevator)

MonoSpace (Machine roomless

elevator)

MonoSpace Standard

320 – 1000kg 1,0 – 1,60m/s

MonoSpace

Special 320 – 2000kg 1,00 – 2,50m/s

Vehicle elevator


room elevator)


elevator)


elevator)

TranSys 1000 – 5000kg 0,50 –

1,00m/s

Vehicle 3000 – 4000kg 0,50 –

1,00m/s


room elevator)


elevator)

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Escalators - Moving walks

Use

General use

Public use

Travelmaster

E3C

Public use (high rise, high

speed)

E3C/E3H

Transitmaster

Transitmaster

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EN81-1: 1998 Standard – Electric lifts Walls, floor and ceiling of the well 5.3.2.2 The floor of the pit shall be able to support beneath the car buffer supports 4 times the static load being imposed by the mass of the fully loaded car: 4 x gn x (P + Q) where: P = masses of the empty car and components supported by the car Q = rated load gn = standard acceleration in free fall 5.3.2.3 The floor of the pit shall be able to support beneath the counterweight buffer supports, or the balancing weight travelling area, 4 times the static load being imposed by the mass of the counterweight or the balancing weight: 4 x gn x (P + q x Q) for counterweight 4 x gn x q x P for balancing weight where: P = masses of the empty car and components supported by the car Q = rated load gn = standard acceleration in free fall q = balance factor Protection of any spaces located below the car, the counterweight or the balancing weight 5.5 If accessible spaces do exist below the car, the counterweight or the balancing weight, the base of the pit shall be designed for an imposed load of at least 5.000N/m2 and: a) either there shall be installed below the counterweight buffer or under the traveling area of the balancing weight, a solid pier extending down to solid ground or, b) the counterweight or the balancing weight shall be equipped with safety gear. Protection in the well 5.6.2 Where the well contains several lifts there shall be a partition between the moving parts of different lifts. If this partition is perforate EN294, subclause 4.5.1 has to be respected. 5.6.2.1 This partition shall extend at least from the lowest point of travel of the car, the counterweight or the balancing weight to a height of 2,50m above the floor of the lowest landing. The width shall be as to prevent access from one pit to another, except where the conditions of 5.2.2.2.2 are met. 5.6.2.2 The partition shall extend through the full height of the well if the horizontal distance between the edge of the car roof and a moving part (car, counterweight or balancing weight) of an adjacent lift is less than 0,50m.

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The width of the partition shall be at least equal to that of the moving part, or part of this, which is to be guarded, plus 0,10m on each side. Available car area, rated load, number of passengers 8.2.1 General case To prevent an overloading of the car by persons, the available area of the car shall be limited. To this effect the relationship between rated load and maximum available area is given in table 2.1 Recesses and extensions, even of height less than 1m, whether protected or not by separating doors, are only permitted if their area is taken into account in the calculation of maximum available car area. Any available area in the entrance, when the doors are closed, shall also be taken into account. Furthermore overloading of the car shall be monitored by means of device according to 14.2.5. 8.2.2 Goods passenger lifts The requirements of 8.2.1 shall be applied and in addition design calculations shall take into account not only the rated load but also the weight of handling devices, which may enter the car. 8.2.3 Number of passengers The number of passengers shall be obtained from: a) either the formula, rated load/75, and the result rounded down to the nearest whole number or b) table 2.2, which gives the smaller value Rated load,

mass Kg

Maximum available car area

m2

Rated load, mass Kg

Maximum available car area

m2

1002 0.37 900 2.20 1803 0.58 975 2.35 225 0.70 1000 2.40 300 0.90 1050 2.50 375 1.10 1125 2.65 400 1.17 1200 2.80 450 1.30 1250 2.90 525 1.45 1275 2.95 600 1.60 1350 3.10 630 1.66 1425 3.25 675 1.75 1500 3.40 750 1.90 1600 3.56 800 2.00 2000 4.20 825 2.05 25004 5.00

Table 2.1

2 Minimum for 1 person lift 3 Minimum for 2 persons lift 4 Max. beyond 2500kg add 0.16m2 for each 100kg. For intermediate loads the area is determined by linear interpolation

Number of passengers

Minimum available car area

m2

Number of passengers

Minimum available car area

m2

1 0.28 11 1.87 2 0.49 12 2.01 3 0.60 13 2.15 4 0.79 14 2.29 5 0.98 15 2.43 6 1.17 16 2.57 7 1.31 17 2.71 8 1.45 18 2.85 9 1.59 19 2.99 10 1.73 205 3.13

Table 2.2

5 Beyond 20 passengers add 0.115m2 for each extra passenger

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Traction evaluation (Annex M) Traction should be ensured at all times taking into consideration:

• normal travel • loading the car at floor level • and retardation due to emergency stop

Nevertheless, considerations must be given to allow slip to occur if the car is stalled in the well for any reason. The following dimensioning procedure is a guidance which can be used for the evaluation of traction in the traditional applications which include steel wire ropes and steel / cast iron sheaves and machines above well. The following formulae have to be applied: T1/T2 ≤ efα for car loading and emergency braking conditions T1/T2 ≥ efα for car stalled conditions (counterweight resting on the buffers and the machine rotating at the “up” direction) where: f = friction factor α = angle of wrap of the ropes on the traction sheave T1, T2 = forces in the portion of the ropes situated at either side of the traction sheave Car loading condition: The static T1/T2 has to be evaluated for the worst case depending on the position of the car in the well with 125% of the rated load. The case 8.2.2 requires special treatment if not covered by the factor 1,25 for the load. Emergency braking condition: The dynamic T1/T2 has to be evaluated for the worst case depending on the position of the car in the well and the load conditions (empty or with rated load). Car stalled condition: The static T1/T2 has to be evaluated for the worst case depending on the position of the car in the well and the load conditions (empty or with rated load). In case of U-grooves for evaluating the friction factor the following formula has to be applied:

where: β = value of the undercut angle γ = value of the groove angle µ = friction coefficient f = friction factor

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The maximum angle of the undercut angle β should not exceed 1060 which corresponds to 80% undercut. The value of the groove angle should be given by the manufacturer according to the grooving design. In no case it should be less than 250. In case of V-grooves for evaluating the friction factor the following formula has to be applied: Car loading and emergency braking

for non hardened grooves

for hardened grooves

Car stalled conditions

for hardened and non hardened grooves

where: β = value of the undercut angle γ = value of the groove angle µ = friction coefficient f = friction factor The maximum angle of the undercut angle β should not exceed 1060 which corresponds to 80% undercut. In no case angle γ should be less than 350 for lifts. For considering friction coefficient the following formulae have to be applied: Loading conditions

Emergency braking conditions

Car stalled conditions

where: µ = friction coefficient v = rope speed at rated speed of the car

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Evaluation of safety factor for suspension ropes (Annex N) This annex describes the method for evaluating the safety factor Sf for the suspension ropes. The number of bends and the degree of severity of each bend cause deterioration of the rope. This is influenced by the type of grooves (U- or V- groove) and whether the bend is reversed or not. The degree of severity of each bend can be equated to a number of simple bends. A simple bend is defined by the rope traveling over a semi circular groove where the radius of the groove is about 5% to 6% greater than the nominal rope radius. The number of simple bends corresponds to an equivalent number of pulleys Nequiv, which can be derived from: Nequiv = Nequiv(t) + Nequiv(p) where Nequiv(t) = the equivalent number of traction sheaves Nequiv(p) = the equivalent number of deflection pulleys Values for Nequiv(t) can be taken from Table N.1.

V-angle (γ) - 350 360 380 400 420 450 V-grooves Nequiv(t) - 18,5 15,2 10,5 7,1 5,6 4,0 U-angle (β) 750 800 850 900 950 1000 1050 Undercut

grooves(*) Nequiv(t) 2,5 3,0 3,8 5,0 6,7 10,0 15,2 Table N.1: Evaluation of Nequiv(t) Note For U-grooves without undercut Nequiv(t) = 1 A reversed bend is only considered if the distance from the ropes contact on two (2) consecutive stationary pulleys does not exceed 200 times the rope diameter. Nequiv(p) = Kp x (Nps + 4 x Npr) where Nps = number of pulleys with simple bends Npr = number of pulleys with reversed bends Kp = factor of ratio between sheave and pulley diameters with Kp = (Dt/Dp)

4 where Dt = diameter of the traction sheave Dp = average diameter of all pulleys, traction sheave excluded For a given design of rope drive the minimum value of safety factor can be selected from figure N.1 taking into account the correct ratio of Dt/dr and the calculated Nequiv.

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The curves of the figure N.1 are based on the following formulae:

where Sf = safety factor Nequiv = equivalent number of pulleys Dt = diameter of traction sheave dr = diameter of the ropes Examples

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EN81-70: 2001 Standard – Accessibility to lifts for persons including persons with disability Class I, II and III lifts – Car dimensions & entrances width The standard details three (3) accessibility levels for new elevators. The most significant differences are in car sizes and entrance width.

Type Minimum car dimensions

Minimum entrance width

Accessibility level

Type I 480kg

Car width: 1000mm Car depth: 1250mm

800mm

Type II 630kg


900mm

Type III 1275kg


1100mm

Stopping and leveling accuracy To comply with the standard the elevator must meet or exceed the following stopping and leveling accuracy: - Stopping accuracy6 must be within ±10mm from the landing - Leveling accuracy7 must be within ±20mm from the landing

6 Stopping accuracy means the maximum vertical distance between car sill and landing sill at the moment when a car is stopped by the control system at its destination floor and doors are in fully open position.

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EN81-71: 2005 Standard – Vandal resistant lifts Scope of EN81-71 This document gives additional and deviating requirements of EN81-1 and EN81-2 as applicable in order to ensure the safety of lift users and the availability of lifts, which may be used for vandal resistant purposes. In all other respects such lifts are designed in accordance with EN81-1 or EN81-2 including Amendment A2. This document deals with the significant hazards, hazardous situations and events relevant to lifts which can be affected by vandalism when they are used under the conditions as foreseen by the installer. Definitions Category 0 lift: Lift designed to meet the basic requirements of EN81-1 or EN81-2 Category 1 lift: Lift designed to meet the requirements of EN81-1 or EN81-2 and fulfilling supplementary requirements, in order to protect the lift installation from moderate acts of vandalism (see Annex A) Category 2 lift: Lift designed to meet the requirements of EN81-1 or EN81-2 and fulfilling supplementary requirements in order to protect the lift installation from severe acts of vandalism (see Annex A) Guidance to the purchaser / designer (Annex A) General Vandalism may result from frustration and / or other behavioral patterns. In order to determine the likely degree of vandalism that may occur to a given lift, a number of factors should be considered. This should include consideration of the type of users the lift will be required to provide service to and the degree of importance the lift will have in the particular building. Study has shown that the amount of vandalism a lift may suffer is directly related to the degree of observation that the users are under. This level of observation will be dependent on the design of the building and / or the control measures put in place to control access to the lift. By considering these issues, the most appropriate lift type may be selected as follows:

Type of lift user Category of lift Observed restricted user 0 Unobserved restricted user 0 Observed general public 0 Unobserved general public 1 Potential vandals 2

7 Leveling accuracy means the maximum vertical distance between car sill and landing sill during loading or unloading the elevator.

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Examples of different user types Observed restricted user: Glass observation lift within an office complex with a reception desk controlling who may enter the building, will have observed restricted users and therefore a Category 0 lift complying with EN81-1 or EN81-2 is suitable. Unobserved restricted user: A lift in a building with a reception or security desk controlling who may enter the building will have restricted users, but their movement within the lift is unobserved. A Category 0 lift is suitable in most instances. Observed general public: A lift with security surveillance cameras or of glass construction, in a shopping mall will have this type of user and therefore a Category 0 lift is still suitable in most instances. Unobserved general public: An enclosed lift in a shopping mall will have unobserved general public as users and therefore a Category 1 lift is most suitable. Potential vandals: In some building types, vandalism can be reasonably expected. These buildings include sport stadiums, railway stations, hospital emergency departments, social housing developments and other similar environments, a Category lift 2 is normally suitable. Note In the above definitions “building” may be read as department or area of building. Other considerations Observation in the form of security cameras or by extensive use of glass in the lift car and doors, with the lift located to allow observation, will greatly reduce the degree of vandalism that may be encountered. Consideration should be given to how effective the observation is likely to be and how effective any planned response to a given situation would be. The provision of a mirror within the car can provide a useful distraction, but consideration should be given to the selection of the material used. In selecting the Category of lift to be installed, the following may be adopted as guide: - will there be access control of the area containing the lift - is the building located in an area likely to be subject of vandalism - is the type of building known to suffer from vandalism - is the intended use of the lift likely to contribute to damage - what type of user as defined above will be expected to use the lift The building designer and lift contractor should seriously consider these aspects and the benefits of providing additional surveillance before selecting the Category of lift required. Having determined the Category of lift, the designer also needs to consider the number, speed and size of the lifts. Incorrect selection of these parameters can also encourage vandalism and therefore very serious attention should be given to the following section.

23

Lift performance The waiting time for users and the time spent travelling in the car should be as short as possible. To avoid users being frustrated by long waiting periods, the number and speed of cars in a multiple lift installation should be selected to provide an average internal of less than 45s. Select the size of the lift, taking into account that in buildings where the use of push chairs or trolleys is expected, the lift car will in effect be full when one or two such devices are in the car. Where such devices are to be expected, lifts of suitable size should be selected. The lift may incorporate a load-by-pass feature to prevent car stopping at floors when full or nearly full. In buildings where push chairs, wheelchairs, etc are likely to be used, they will take up the available car floor area thus preventing other passengers entering the car though it is not fully loaded. In such situations any load non stop device should be set to operate at approximately 60% of the rated load to avoid abortive car stops that will frustrate users. A device to shorten the door dwell time should be considered to minimize user frustration. Such devices may be a door close button, light ray device or other similar means. A door nudging feature in accordance with 7.5.2.1.1.3 and 8.7.2.1.1.3 of EN81-1: 1998 or EN81-2: 1998 will help to keep the lift operational and thereby minimize frustration. Corrosion protection Consideration should be given to the selection of car and landing finishes to ensure they resist corrosion from bodily fluids and cleaning solvents. It is recognized that fouling can occur in Category 1 lifts but it is not envisaged this will be on a continuous basis. Therefore specific anti-corrosion measures are not essential for Category 1 lifts. Clause 5.7 requires specific corrosion protection to be provided to those parts of Category 2 lifts that provide structural integrity to the doors and lift car. The type of anti-corrosion measures taken will depend on the design of the lift, its environment and the materials selected. This is not defined by this document but the following may be used as a useful guide. The designer may choose a special design to keep corrosive agents away from critical parts and / or provide additional anti-corrosive measures to critical parts. Steel can be treated by galvanizing or anti-corrosion paint treatments. Hot dip galvanizing is best avoided due to the distortion of steel members caused by the heat process. Bronze alloys also offer good long-term protection as do many plastics and composite materials. Durability of finishes Consideration should be given to the selection of car and landing finishes to ensure they are not easily scratched and are suitable for sustained and frequent cleaning. Such cleaning is often required due to the spraying of graffiti or other defacement.

24

Protection of power supplies To avoid problems associated with vandalism of the lift power supply any electrical cables and their isolation switches should not be placed in areas accessible to persons other than authorized persons. Additional advice for building designers (Annex D) Vandalism may result from frustration and / or other behavioral patterns, providing the means and opportunity will increase the severity and frequency of the occurrence. The lift may not operate reliably if quantities of water enter the lift car, lift well or other areas containing lift equipment. To minimize this risk water should not be readily available for vandals. Designers should avoid locating hoses, hydrants or similar equipment on landings close to the lift. To minimize the risk of liquids entering the lift well, the landing floors should be sloped away from the lift entrance. In order to reduce the frequency and severity of damage caused by fire and water due consideration should be given to the location of certain building services in relation to the lift installation: - dry and wet risers - fire hoses - incoming mains supplies - the storage and disposal of waste materials - the storage of fuels and other liquids As machine room doors are not normally located in public areas there is always the risk that vandals may attack the door for long periods, unobserved. This increases the risk of unauthorized entry to the lift equipment. In such circumstances consideration should be given to restricting access to such unobserved areas by additional means. The strength of the machine room door has been selected in this document to prevent vandals from gaining easy access to the lift equipment. It is, however, always possible for a determined vandal to gain access and then start a fire. As machine rooms are often in remote areas of a building such a fire may be undetected for long periods. Consideration therefore should be given to the provision of a fire detection system in such areas. Damage to walls and other items may result from vandalism sustained over periods of days or even months. Building management should regularly inspect for signs of damage and make repairs as necessary before any condition develops. Irrespective of the design of the lift it is always possible by a simple action to put the lift out of service e.g. the pouring of sand or sawdust into the doorsill. Security observation of the lift will help to minimize such risks. Certain items when placed in the lift car will always be subject to vandalism. For this reason, ashtrays, seats, etc should not be provided in the lift car unless called for by other European Standards. Statistically, accidents through persons slipping or falling are amongst the most common. Materials used for floor should be selected to minimize risk, particularly when wet.

25

Typical items that may be used by vandals (Annex E) In order for designers to be able to have understanding of what they should design for, it has been assumed that the following items could be reasonably expected to be carried by a person in the course of their everyday activities. It is therefore assumed that one or other of these may be used to commit an act of vandalism on the lift. Other items could easily be carried out by a person, but it is clearly not possible to design the lift to resist attack by all of the different items, which might be used. Where this Annex is referenced in a clause of this document, the relevant items for testing the equipment have to be selected from the Table E.1:

Lift category Vandal items 1 2

Ball pen x x Cord / string / wire x x Keys x x Walking stick x x Chewing gum x x Cigarette x x Human body weight (75kg) x x Cigarette lighter x x Pocket knife (100mm blade) x x Medium sized screwdriver (200mm long) x x Bottle top x x Hand cutter (medium size without multiplying action) - x Table E.1: Typical items that may be used by vandals

26

Equipment concerned

Fixtures Lighting Door mechanism Door, ceiling, walls, floor

Effects A

esth

etic

Obs

truc

ting

Cut

ting

Leve

ring

Impa

ct

Bur

ning

Dis

man

tling

Aes

thet

ic

Cut

ting

Leve

ring

Impa

ct

Bur

ning

Dis

man

tling

Obs

truc

ting

Cut

ting

Leve

ring

Impa

ct

Aes

thet

ic

Leve

ring

Impa

ct

Cor

rosi

on

Ball pen C C C Cord / string / wire A A Keys C C C Walking stick C A,B C B B B B C A Chewing gum B B Cigarette C C C C C Human body weight A,B B B A Pocket knife C A,B A,B A,B A,B C C B B B B B B C B Cigarette lighter C A,B C C C Medium screwdriver C A,B A,B A,B C B B B B B C B Bottle top C C C Hand cutter C A,B C C B B A B B C B Table E.2: Likely effects from the use of readily available items / implements Notes A: damage that can result in harm to users from sharp edges, exposed terminals etc B: malfunction or stoppage of the lift or lift equipment C: aesthetic damage (spoiling appearance)

27

EN81-72: 2001 Standard – Firefighters lifts Scope of EN81-72 This standard covers only requirements related to the elevator installation. It does not prescribe requirements for the fire resisting structure of the building essential to provide the fire protected lobby. Firefighter elevator is primarily intended for passenger use. It has additional protection, controls and signals which enable it to be used under the direct control of the fire service. Environmental building requirements - Each landing entrance used for firefighting purposes has a fire protected lobby. - In case there are other elevators in common shaft, they shall fulfill same fire resistance requirements as firefighter elevator unless there is intermediate fire wall to separate the firefighter elevator from other elevators - The source of the secondary power supply shall be located in a fire protected area - The firefighter elevator primary and secondary electrical power supply cables shall be fire protected and separated from each other. Fundamental firefighter elevator requirements - Elevator shall serve every floor of the building - Size of elevator car shall never be less than 1100mm wide by 1400mm deep with a rated load of 630kg - Minimum clear entrance width to the car shall be 800mm - Elevator shall reach the furthest floor from service access level within 60s from after the closing of the elevator door. As firefighter elevator has to be able to operate with secondary power supply, it is cost wise beneficial to minimize speed in case of generator or battery use. Generator or battery use can rarely receive the re-generated energy, which causes the need of braking resistor. Safety requirements - Landing control devices and indicator shall continue to function in an ambient temperature range of 00C to 650C for a period of 2h at least - Electrical equipment which is located less than 1m above the elevator pit floor shall be protected IP67, socket outlet and lowest lamp shall be located at least 0,5m above the highest permissible water level in pit - Equipment in machinery spaces outside of the shaft and in the elevator pit shall be protected from malfunction caused by water. Negotiations shall be made with the builder so that machine room is water protected. - Water level need to be maintained not to rise above the level of the fully compressed car buffers and from reaching equipment which could create an elevator malfunction. Negotiations shall be made with builder to provide suitable means in the elevator pit

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Rescue trapped firefighters in the elevator shaft - Emergency trap door shall be provided in the roof of the car measuring a minimum of 0,5x0,7m with the exception of 630kg elevator where the trap door shall be at least 0,4x0,5m - From outside the car: ladder (fixed, portable or rope ladder) or safety rope systems and safe accessibility to car roof must be provided (not to be obstructed by a permanent fixture or lighting) from every landing door. Note that the local authorities defined the acceptable means. Safe fixing points for the rescue means must be provided in the vicinity of each landing. Accessibility to the rescue means must be ensured with builder. The required material is normally supplied by the builder. - From inside the car: rescue method from outside of car to the nearest landing door must exist. Rigid / extendable ladders (max extended length up to 4m with KONE standard ladders) will be provided on request by KONE in the car (stored in a cabinet outside the car and electrically interlocked to the car) - Where a ladder is provided, its minimum length shall be such that when the elevator stays flush with landing, the landing door lock of the next upper landing level can be reached. Where it is not possible for such a ladder to be installed on the car a permanently installed ladder fixed to the shaft shall be used. Control systems - Firefighter elevator switch shall be located in the lobby intended to be used as the firefighters service access level (within 2m horizontally from the firefighter elevator, at a height 1,8 – 2,1m above FFL). It shall be marked with a firefighters elevator pictogram. - Priority recall to the firefighter elevator (phase 1) and use of the elevator under firefighters control (phase 2) shall be in accordance with the standard description. Power supply - Power supply system shall consist of primary and secondary supply - Secondary power supply shall be sufficient to run the firefighters elevator at rated load and satisfy the time requirement - A correction run is not necessary in case of change over of electrical supplies Car and landing controls - The car and landing controls shall not register false signal from the effects of heat, smoke or moisture - The car and landing controls, car and landing indicators shall be protected at least IPX3 - The landing control panels shall be protected to at least IPX3 unless they are electrically disconnected to initiation of firefighter elevator switch - In addition to the normal floors level markings in the elevator car these shall be a clear indication of the fire service access level on or adjacent to the car button for the fire access level, using the fire fighting pictogram

29

Fire service communication - Firefighter elevator shall have a “hands free” intercom system for interactive two way speech communication, between the firefighter elevator car, fire service access level and machine room (or MAP in case of machine room-less elevator) - The wiring for the communication systems shall be installed within the elevator shaft.

30

EN 81-73: 2005 Standard – Behavior of lifts in event of fire Scope of EN81-73 This European Standard specifies the special provisions and safety rules to ensure the behavior of lifts in the event of fire in a building, on the basis of a signal(s) from the fire alarm detection system to the lift(s) control system. It applies to new passenger lifts and goods passenger lifts. However, it may be used as a basis to improve the safety of existing passenger and goods passenger lifts. This standard gives various options for control of the lift in the event of a fire in a building. This standard does not apply to: - lifts which remain in use in the event of fire e.g. firefighters’ lifts as defined in EN 81-72: 2003 - the use of lifts for the evacuation of a building and - a fire in the well Behavior of the lift on the receipt of a fire detection signal 5.3.1 When a signal indicating a fire is received from the automatic fire detection and alarm system or from the manual recall device the lift shall react as follows: a) all landing controls and car controls including the “door re-open button” shall be rendered inoperative and b) all existing registered calls shall be cancelled c) the lift shall follow the automatic command initiated by the received signal in the following way: 1) a lift with automatic power operated doors, when parked at landing, shall close the doors and travel non-stop to the designated landing 2) a lift with manually operated or non-automatic power operated doors, if parked at a landing with open doors, shall remain immobilized at that landing. If the doors are closed, the lift shall travel non-stop to the designated landing. 3) a lift travelling away from the designated landing shall make a normal stop and reverse its direction at the nearest possible landing without opening the doors and return to the designated landing; 4) a lift travelling towards the designated landing shall continue its travel non-stop to the designated landing; 5) a lift, in the event of becoming blocked due to the operation of a safety device, shall remain immobilized. 5.3.7 The lift will automatically be reset to normal operation by: a) an electrical signal from the automatic fire detection system when it is reset or b) the reset of the manual recall device designed in such a way that this reset can be done only by authorized persons. To enable the lift to be placed back into normal service even if the fire detection (alarm) system is still activated a signal to the lift in the form of a potential free normally open contact shall be provided by the owner following negotiations with the installer.

31

EN81-58: 2003 Standard – Lift Landing Doors Fire Resistance Test Scope of EN81-58 This European Standard specifies the method of test for determining the fire resistance of lift landing doors which may be exposed to a fire from the landing side. The procedure applies to all types of lift landing doors used as a means of access to lifts in buildings and which are intended to provide a fire barrier to the spread of fire via the lift well The procedure allows for the measurement of the integrity and if required the measurement of radiation and thermal insulation. No requirements other than the verification that the specimen is operational, are included for mechanical conditioning before the test as these are included in the relevant product standard. Certification According to EN81-58 the specification of the door, the evaluation and the results of the test etc are described in details in a test report. As a summary a type examination certificate similar to that in EN81-1/2 annex F.0.2 can be issued by the test laboratory or manufacturer which includes the name of the test laboratory, the type of door, the certification number, the name and address of the manufacturer, the references of the test method standard, the class of the door, the field application etc. This certificate is clearly not an EC type examination certificate. Criteria of performance For testing doors use the following main criteria to assess the performance of a product are: Integrity (E) : The main criterion for judging the performance of the test specimen is that of integrity. For lift landing doors the integrity criterion is satisfied as long as the leakage rate per meter width of the door opening does not exceed 3m3/(min.m), not taking into account the first 14min of the test. Integrity shall be considered to have been lost by the occurrence of sustained flaming. Sustained flaming is flaming for more than 10s. Insulation (I) : If insulation requirements apply the insulation criterion is no longer satisfied when the average temperature rise exceeds 1400C. The maximum temperature rise on the door leaf, over panel and side panel with a width ≥ 300mm shall not exceed 1800C. When vertical member and / or over panels have a width (vertical members) or height (over panels) of between 100mm and 300mm then the maximum temperature rise of these members shall not exceed 3600C. Radiation (W): If radiation requirements apply the radiation criterion is satisfied until the measured radiation exceeds the value of 15KW/m2, measured as specified in EN1363-2. While for EN81-58 radiation (W) and Insulation (I) aspects are essentially similar – with minor variations – to EN1634-1 and/or to most actual national standards, the integrity (E) criteria measurement substantially differs as it is meant to measure the gas flow from apertures.

32

ISO 4190-1: 1999 Standard8 – Class I, II, III & VI lifts Class I, II and VI lifts – Functional dimensions of cars and recommended PH & SH

Lifts in residential buildings

General purpose lifts

Intensive use lifts Parameter

Rated speed (m/s) 320

kg 450 kg

630 kg

1000 kg

630 kg

800 Kg

1000/1275 kg

1275 kg

1600 kg

1800 kg

2000 kg

Height of car, h4 2200 2300 2400 Height of car door and landing doors, h3

2000 2100

0.409 1400 c 0.63 1.00

1400

1.60 c 1600 2.00 c 1750 c 1750

c

2.50 c 2200 c 2200 3.00 3200 3.50 3400 4.0010 3800 5.008 3800

Pit depth, d3

6.008

c (Non standard configuration)

4000 0.407 3600 c 0.63 3600 1.00 3700

3800 4200

1.60 c 3800 4000 4200 2.00 c 4300 c 4400

c

2.50 c 5000 c 5000 5200 5500 3.00 5500 3.50 5700 4.008 5700 5.008 5700

Headroom, h1

6.008

c

6200

Class III lifts – Functional dimensions of cars and recommended PH & SH

Health care lifts Parameter

Rated speed (m/s)

1275 kg 1600 kg 2000 kg 2500 kg

Height of car, h4 2300 Height of car door and landing doors, h3

2100

0,63 1600 1800 1,00 1700 1900 1,60 1900 2100 2,00 2100 2300

Pit depth, d3

2,50 2500 0,63 1,00 1,60

4400 4600

2,00 4600 4800 Headroom, h1

2,50 5400 5600

8 ΕΛΟΤ 899.1 equivalent standard 9 For hydraulic lifts only 10 Assumes advantages taken of reduced stroke buffering

33

Class I – Residential lifts

700mm ENTRANCES Car height 2200mm Entrance height 2000mm SERIES A 800mm ENTRANCES Car height 2200mm Entrance height 2100mm SERIES B 900mm ENTRANCES Car height 2200mm Entrance height 2100mm Notes 1. Lifts suitable for speeds up to and including 2,5m/s 2. The selection of either series A or B depends on national regulations or market requirements 3. Both series A and B fulfill handicap requirements and carry the symbol. However the selection of either an 800mm or 900mm doors is subject to individual national regulations 4. Even though counterweights are shown in the diagrams the dimensions apply to all lifts irrespective of the drive system a) Dimensions of stretcher 600mm x 2000mm

34

Class I – General purpose lifts Car height 2200mm Car height 2300mm Entrance height 2100mm Entrance height 2100mm SERIES A 800mm ENTRANCES SERIES B 900mm ENTRANCES SERIES C 1100mm ENTRANCES Notes 1. Lifts suitable for speeds up to and including 2,5m/s. When higher speed is used add 100mm to the well width and depth. 2. The selection of either series A, B or C depends on national regulations or market requirements 3. Series A, B and C fulfill handicap requirements and carry the symbol. However the selection of either an 800mm or 900mm doors is subject to individual national regulations 4. Lifts marked thus allow full maneuverability of wheelchair.

35

Class VI – Intensive use lifts Car height 2400mm Entrance height 2100mm

Notes 1. Lifts suitable for speeds 2,5m/s up to and including 6,0m/s because of having larger well sizes. 2. Lifts marked thus allow full maneuverability of wheelchair. a) Only for lifts 1275kg rated load and 2,50m/s rated speed.

36

ClassIII – Health care lifts Car height 2300mm Entrance height 2100mm

Notes 1. Lifts suitable for speeds up to and including 2,5m/s. When higher speed is used add 100mm to the well width and depth. 2. Well dimensions shown in brackets are valid for hydraulic lifts. 3. Lifts marked thus allow full maneuverability of wheelchair. 4. Even though are shown in the diagrams, the dimensions apply to all lifts irrespective of the drive system. a) Bed dimensions 900mmx2000mm b) Bed dimensions 1000mmx2300mm c) Bed dimensions 1000mmx2300mm, with additional instruments

37

VDI 4707: 2008 Guideline – Lifts Energy efficiency Scope This guideline applies to the assessment and rating of the energy efficiency of new lifts for people and goods. It may also be referred to, in order to establish retrospectively the energy efficiency of existing lifts as well as to check manufacturers’ energy demand figures and to determine prospective power consumption. The purpose of this guideline is to allow a universally comprehensible and transparent assessment of the energy efficiency of lifts based on methods for evaluating and testing their energy demand. This provides builders, architects, planning consultants, assembly and maintenance companies and operators as well as supervisory bodies with the opportunity, to include also the energy demand of lifts in their assessment of the energy efficiency of buildings and select beneficial products. This guideline provides the basis for an energy rating of lifts within the framework of the overall energy efficiency of buildings. The result may be illustrated by attaching an energy certificate for lifts and forwarding to the operator as a supplement to the operating documentation. Characteristic values The energy demand of lifts can be expressed as a specific demand value, in which by means of:

• stand by demand • travel demand

a specific value for the required energy per kg nominal load and distance traveled in metres, Eeff is determined in mWh/(kgm). This specific value of energy demand allows the energy efficiency of lifts of different types of design and construction to be compared. Energy efficiency classes Lifts are assigned to energy efficiency classes according to their own specific demand. Seven energy efficiency classes are defined, labeled with the letters A to G, whereby energy efficiency class A corresponds to the best energy efficiency. Output in W ≤50 ≤100 ≤200 ≤400 ≤800 ≤1600 >1600 Class A B C D E F G Energy demand classes for standby Spec. Energy consumption in mWh/mkg

≤0,8 ≤1,2 ≤1,8 ≤2,7 ≤4,0 ≤6,0 >6,0

Class A B C D E F G Energy demand classes for travel

38

Specific energy demand in mWh/(kgm)

Usage category Energy

efficiency class 1 2 3 4

A ≤1,45 ≤1,01 ≤0,90 ≤0,84 B ≤2,51 ≤1,62 ≤1,39 ≤1,28 C ≤4,41 ≤2,63 ≤2,19 ≤1,97 D ≤7,92 ≤4,37 ≤3,48 ≤3,04 E ≤14,41 ≤7,33 ≤5,56 ≤4,67 F ≤26,88 ≤12,67 ≤9,11 ≤7,33 G >26,88 >12,67 >9,11 >7,33

Energy efficiency classes11 Usage category Besides its type of construction the total energy demand of a lift depends essentially on its usage. Depending on the type of building, the use of the lift and the number of users, this guideline specifies four (4) usage categories, which are distinguished in particular by the average travel time per day. Depending on the proportions of time of standby demand and travel demand, various specific energy demand values are given for the four (4) usage categories and in part therefore, also different energy efficiency classes. The following table lists the average durations of usage for the four (4) usage categories and typical examples of lifts in these usage categories. Usage category 1 2 3 4 Usage intensity / frequency

low seldom

medium occasionally

high frequently

very high very frequently

Average travel time in hours per day12

0.5 (≤1)

1.5 (>1-2)

3 (>2-4.5)

6 (>4.5)

Average standby time in hours per day

23.5 22.5 21 18

Typical types of buildings and use

• Residential block with up to 20 dwellings

• Small office & administrative building with 2 to 5 floors

• Small hotels • Goods lift with

little operation

• Residential block with up to 50 dwellings

• Medium sized office & administrative building with up to 10 floors

• Medium sized hotels

• Goods lift with medium operation

• Residential block with more than 50 dwellings

• Tall office & administrative building with more than 10 floors

• Large hotels • Small to

medium sized hospital

• Goods lift in a production process with a single shift

• Office & administrative building over 100m in height

• Large hospital • Goods lift in a

production process with several shifts

Usage categories for lifts according to VDI 4707

11 The tabulated values have been derived for a lift with a nominal load of 1000kg and a nominal speed of 1m/s from combining the consumption values in energy demand classes for standby table and energy demand classes for travel table with the same class in each case (e.g. travel class A + standby class A = total efficiency class A, travel class D + standby class D = total efficiency class D) 12 May be determined from the average number of trips and average trip duration

39

Determination of figures and characteristic values The standby demand may be determined by measurement or adding up the individual demand values, as far as they are sufficiently known. The standby demand is determined ten (10) minutes after the last trip has ended. The travel demand is determined for a reference trip. A reference trip consists of travel over the whole vertical rise with an empty car upwards and downwards and includes the movement of the doors. The reference trip with an empty car applies to common lifts that use traction drive and a counterweight compensation of 40% to 50% or hydraulic or drum drive with a small or no compensation weight. For lifts with a different compensation weight the energy demand must be determined for travel with a collective load. This includes:

• 40% trips with an empty car • 30% trips with 1/3 loading • 30% trips with 2/3 loading

Examples (Annex C) Lift in a residential building : Lift A is to be used in a residential building having the following characteristic values:

• 5 floors • 20 dwellings • 12m vertical rise • Approx. 200 trips per day

The estimated number of trips per day and an average trip distance of 6m give a daily travel time of 0,33h. This means the lift falls into usage category 1 (low usage). For this purpose the lift manufacturer offers a standard hydraulic lift with a nominal velocity of 0,63m/s and a nominal load of 630kg. For the equipment desired by the customer (lighting, displays etc) and the electrical components envisaged for the lift, the lift manufacturer determines a standby demand of 31W. This corresponds to energy efficiency class A for standby demand. From measurements on other comparable installations, we know that the lift system with an indirect hydraulic drive and rucksack suspension has a specific travel demand of 6,83mWh/(kgm) and therefore falls into energy efficiency class G for travel demand. We assume an average travel time of 0,5h per day in usage category 1. Ignoring acceleration and deceleration periods, the lift would cover a distance of 1.134m per day at a nominal velocity of 0,63m/s. This gives an energy demand of: EFT = 6,83mWh/(kgm) x 1.134m x 630kg = 4,88KWh/d13 and EST = 31W x 23,5h = 0,73KWh/d14 The total energy demand per day, therefore, amounts to: ETtot = 4,88KWh + 0,73KWh = 5,61KWh/d.

13 Energy demand for travel 14 Energy demand for standby

40

If this value is again divided by the distance traveled per day and the nominal load, this gives a specific energy demand value for the lift of: EAspec = 5,61KWh / (1.134m x 630kg) = 7,85mWh/(kgm). This means the lift is overall in energy efficiency class D. For a different usage of the same lift the demand values and classes would be given according to the table C1. Usage category 1 2 3 4 Travel time per day in h 0,5 1,5 3,0 6,0 Energy demand for travel per day in KWh

4,88 14,64 29,28 58,55

Standby time per day in h 23,5 22,5 21,0 18,0 Energy demand in standby in KWh

0,73 0,70 0,65 0,56

Total energy demand per day in KWh

5,61 15,34 29,93 59,11


7,85 7,16 6,98 6,90

Energy effiency class D E F F Table C1: Different energy efficiency classes of the same lift for various usage categories Lift in an office building : Lift B is to be used in an office building having the following characteristic values:

• 15 floors • 500 employees as well as large number of visitors • 49m vertical rise

During the design stage, lifts in a group of 3 with a nominal load of 1.000kg and nominal velocity of 2,5m/s are specified. Calculating the amount of traffic gives 1.200 trips per day with an average distance traveled of 20m for each lift. This gives an average travel time of 2,67h per day, which means the lift falls into usage category 3 (heavy usage). For the equipment desired by the customer (lighting, displays etc) and the electrical components envisaged for the lift, the lift manufacturer determines a standby demand of 750W. This corresponds to energy efficiency class E for standby demand. From measurements on other comparable installations, we know that the lift system with a gearless drive and recuperation has a specific travel demand of 0,95mWh/(kgm) and therefore falls into energy efficiency class B for travel demand. We assume an average travel time of 3h per day in usage category 3. Ignoring acceleration and deceleration periods, the lift would cover a distance of 27.000m per day at a nominal velocity of 2,5m/s. This gives an energy demand of: EFT = 0,95mWh/(kgm) x 27.000m x 1.000kg = 25,65KWh/d15 and EST = 750W x 21h = 15,75KWh/d16 The total energy demand per day, therefore, amounts to: ETges = 25,65KWh + 15,75KWh = 41,4KWh/d.

15 Energy demand for travel 16 Energy demand for standby

41

If this value is again divided by the distance traveled per day and the nominal load, this gives a specific energy demand value for the lift of: EAspec = 41,4KWh / (27.000m x 1.000kg) = 1,53mWh/(kgm). This means the lift is overall in energy efficiency class C. For a different usage of the same lift the demand values and classes would be given according to the table C2. Usage category 1 2 3 4 Travel time per day in h 0,5 1,5 3,0 6,0 Energy demand for travel per day in KWh

4,28 12,83 25,65 51,30

Standby time per day in h 23,5 22,5 21,0 18,0 Energy demand in standby in KWh

17,63 16,88 15,75 13,50

Total energy demand per day in KWh

19,56 29,71 41,40 64,80


5,29 2,20 1,53 1,20

Energy effiency class D C C B Table C2: Different energy efficiency classes of the same lift for various usage categories

42

Protection category in accordance with DIN 40050 & IEC529 DIN 40050 deals with the protection of electrical equipment by means of enclosures, covers, etc. and applies to the following: i. Operator protection against contact of electrified or moving parts within the enclosure and protection of working parts against intrusion of foreign objects (contact and foreign object protection) ii. Protection of working parts against the entry of water (water protection) iii. Abbreviations for the internationally agreed protection categories. The protection categories are given in the form of an abbreviation, which consists of 2 constant letters IP and 2 identify numbers

Contact and foreign object protection categories

1st Identity No

Protection Category

0 No special protection

1 Protection against the entry of solid foreign objects, having a diameter larger than 50mm (large foreign object)17

2 Protection against the entry of solid foreign objects, having a diameter larger than 12mm (medium sized foreign object)

3 Protection against the entry of solid foreign objects, having a diameter larger than 2,5mm (small foreign object)18

4 Protection against the entry of solid foreign objects, having a diameter larger than 1mm (grain-type foreign object)

5

Protection against harmful dust deposits. The entry of dust is not totally prevented but the entry of dust is not allowed in such quantities that the operation of equipment will be impaired (dust protection). Complete contact protection.

6 Protection against the entry of dust (dustproof). Complete contact protection

17 With operating equipment, having a protection category of 1-4, entry of evenly or unevenly formed foreign objects which is larger than the corresponding diameter value is prevented 18 For protection categories 3 & 4, the use of this table is dependent upon the decision of the appropriate committee for operating material with drainage holes or cooling vents

43

Water protection categories

2nd Identity No

Protection Category

0 No special protection

1 Protection against vertically falling drip water. No harmful effects are allowed (drip water)

2 Protection against vertically falling drip water. When enclosure is tipped up to an angle of 150 from its normal position, there should be no harmful effects (drip water falling at an angle)

3 Protection against drip water that falls at an angle of up to 600 from the vertical. No harmful effects are allowed (atomized water)

4 Protection against water which sprays against the equipment from all directions. No harmful effects are allowed (spray water)

5 Protection against water from a hose which is directed on the enclosure from all directions. No harmful effects are allowed (hose directed water)

6 Protection against strong seas or strong water jets. Entry of water into the enclosure in harmful amounts is not allowed (overflow)

7 Protection against water when the enclosure is dipped in water under given pressure and time conditions. Entry of water into the enclosure in harmful amounts is not allowed (submersion)

8 The enclosure for constant submersion in water under given conditions which are determined by the manufacturer (submersion)19

19 This protection category normally means that the operating equipment is airtight. Under certain operating conditions, however, water can enter providing it produces no harmful effects.

44

KONE MonoSpace® Standard Elevator level information Product range KONE Monospace Standard consists of the following main components: - EuReCa 2.0 car - KSS signalization Series 300 and 400 for low range buildings for customers with average expectations - KSS signalization Series 500 and 600 and D-Series for customers with above average level of expectations regarding the visual quality and flexibility of the offering - KSS signalization Series 130 targeted to EN81-71 regulation, which covers the regulation for vandal resistant elevators - KONE PolarisTM Destination Control System option - KONE IDE300 solution - KES201 (AMDV) base duty door system - KES600 (AMDY) mid duty door system20 - KES800 (AMDZ) heavy duty door system21 - LCE control system - EcoDisc machine - KDL16 / V3F16 and KDL32 / V3F18 drive Range of KONE Monospace Standard core elevator platform: Rated load 320 – 1000kg Rated speed 1,00 / 1,60m/s Max. travel 55m Max. number of floors 16 Max. number of elevators in group 4 Max. duty cycle 180starts/h ED40% 200.000starts/year – 400.000starts/year Door type side opening (2S) center opening (CO) Door width 700 – 750 – 800 – 900 – 1000 – 1100mm Door height 2000 – 2100mm Max. sill load 40% of the rated load Car width 750 – 1600mm (step 50mm) Car depth 1000 – 2100mm (step 10mm) Car height 2100 – 2200 Max. interfloor distance22 11.000mm Min. interfloor distance 2550mm / 2650mm23

20 Available with door panels with window (W) and full glass door panels (G) (standard car dimensions only, glass door panels (G) available for capacities greater or equal to 630kg side or center opening 800 or 900mm, window door panels (W) available for capacities greater or equal 450kg side opening 900mm only) 21 Only for EN81-71 compliance 22 No limitation for number of interfloors up to 11.000mm, according to maximum travel 55m 23 2550mm for HH =2000mm and 2650mm for HH = 2100mm

45

Basic Specifications KONE MonoSpace® (Standard)

Code number

Number of

persons

Rated load (kg)

Door type

Entrance width LL

(mm)

Car internal dimensions

(mm) BBxDD

Nominal24 hoistway

dimensions WWxWD

Rated speed (m/s)

PH (mm)

PH with c/w

safety gear

SH (mm)

750x1100 1350x1500 PW04 04 320 2S 700 900x1000 1400x1400

700 800x1200 1350x1600

(1350x1810)

700 950x1100 1450x1500

(1400x1710) PW05 05 400 2S

800 950x1100 1500x1500

(1450x1710)

800 1500x1650

(1500x1860)

900 1000x1250

1650x1650 (1650x1860)

800 1500x1700

(1450x1910)

PW06 06 480 2S

900 950x1300

1650x1700 (1650x1910)

800 2S

900

1650x1800 (1650x2010)

800 1800x1700

(1800x1810) PW08 08 630

CO 900

1100x1400

2000x1700 (2000x1810)

1,00 1100 1400 CH+1300 min 3400

800 1900x1800 PW10 10 800 CO 900

1350x1400 2000x1800

2S 900 2000x1950

(2000x2110) 800

PW12 12 900 CO

900

1400x1500 2000x1850

(2000x1910)

800 1650x2500

(1650x2710)

900 1650x2500

(1650x2710) 2S

1000 1800x2500

800 1800x2400

(1800x2510)

900 2000x2400

(2000x2510)

1000

1100x2100

2200x2400 (2200x2510)

900 2150x1850 1000 2200x1850

PW13 13 1000

CO

1100 1600x1400

2400x1850

1,60 1350 N/A CH+1570 min 3700

24 These dimensions are not the minimum but include a tolerance of ±25mm and refer to frame type doors

46

General layout drawing

Lifting hooks in shaft ceiling

Reaction forces to wall Rated load

(kg) P

(KN) S

(KN) 320 2.8 0.9 400 3.2 1.0 480 3.5 1.1 630 4.4 1.4 800 5.3 2.2 900 5.5 2.3 1000 5.9 2.4

47

Motor output

Capacity Speed (m/s) PW04…06 PW07…08 PW09…13

1,00 MX05 2,8KW

MX06 3,7KW

MX10 5,7KW MX10

09….10 11…12 13 1,60 MX05 4,5KW

MX06 5,9KW

8,5KW 9,5KW 10,5KW

PW04…06 PW07…08 PW09…13 Capacity

Speed (m/s) Typical annual energy consumption (KWh/starts/year)25

1,00 1.500KWh 2.200KWh

2.400KWh 3.000KWh

3.500KWh 4.400KWh

09..10 11..12 13 1,60 1.900KWh

2.400KWh 4.800KWh 5.700KWh 5.500KWh

6.700KWh 5.600KWh 6.900KWh

5.700KWh 7.100KWh

25 1st number per 100.000starts/year and 2nd number per 200.000starts/year

48

KONE MonoSpace® Special Elevator level information Product range KONE Monospace Special consists of the following main components: - MCD car (always with car sling) - KSS car and landing signalization - AMD door system - KES200 (base duty – up to 200.000cycles/year) - KES600 (mid duty – up to 400.000cycles/year) - KES800 (high duty – more than 400.000cycles/year) - LCE control system - EcoDisc machine - V3F16L and V3F18L drives Range of KONE Monospace Special core elevator platform: Rated load 320 – 2500kg Rated speed 1,0m/s (320….2500kg) 1,6m/s (400….2275kg) 2,0m/s (630….2000kg) 2,5m/s (1000….2000kg) Max. travel 55….70/90m Max. number of floors 16 - 3626 Max. number of elevators in group 4…6 Max. duty cycle 180starts/h ED 40% 240starts/h ED 60% 200.000….400.000starts/year Door type side opening (2S) center opening (CO) Door width 700 – 1500mm (step 100mm) Door height 2000 – 2300mm (step 100mm) Max. sill load 40% of the rated load Car width 900 – 2350mm (step 50mm) Car depth 1000 – 2700mm (step 10mm) Car height 2100 – 2300mm (step 100mm) Max. interfloor distance27 11.000mm Min. interfloor distance HH28+450mm

26 16 with KSC30*/42*/47*, 21 with KSC D2*, 24 with KSC133/ D4*, 36 with KSC67*/97* 27 No limitation for number of interfloors up to 11.000mm, according to maximum travel 55m 28 HH = door height in mm

49

Basic Specifications KONE MonoSpace® (Special)

Code number

Number of

persons

Rated load (kg)

Door type

Entrance width LL

(mm)


(mm) BBxBD

Minimum hoistway

dimensions WWxWD

Rated speed (m/s)

PH (mm)

PH with c/w

safety gear

SH (mm)

PW04 04 320 2S 700 900x1000 1450x1400 700 PW05 05 400 2S 800

950x1100 1500x1500 (1500x1710)

800 1500x1700

(1500x1910) PW06 06 480 2S 900

950x1300 1650x1700

(1650x1710)

1,00 1300 1500 CH+1400

800 2S

900

1650x1800 (1650x2010)

800 1800x1700

(1800x1810) PW08 08 630

CO 900

1100x1400

2000x1700 (2000x1810)

800 1900x1800 PW10 10 800 CO 900

1350x1400 2000x1800

2S 900 1950x1900

(1950x2110)

800 1950x1850

(1950x1910) PW12 12 900

CO 900

1400x1500

2000x1850 (200x1910)

1,00 1400 1500 CH+1450 min. 3750

800 900

1650x2500 (1650x2710) 2S

1000 1800x2500

800 1800x2400

(1800x2510)

900 2000x2400

(2000x2510)

1000

1100x2100

2200x2400 (2200x2510)

900 2150x1850 1000 2200x1850

PW13 13 1000

CO

1100 1600x1400

2400x1850

1,60 1550 1700 CH+1600 min. 3750

800 900

1750x2500 (1750x2710)

2S 1000

1800x2500 (1800x2710)

800 1800x2400

(1800x2510)

900 2000x2400 (200x2510)

1000

1200x2100

2200x2400 (2200x2510)

900 2150x1850 1000 2200x1850

PW15 15 1150

CO

1100 1600x1550

2400x1850

2,00 1600 1800 CH+1800 min. 4100

50

Basic Specifications KONE MonoSpace® (Special)

Code number

Number of

persons

Rated load (kg)

Door type

Entrance width LL

(mm)


(mm) BBxBD

Minimum hoistway

dimensions WWxWD

Rated speed (m/s)

PH (mm)

PH with c/w

safety gear

SH (mm)

CO 2000x1400 2700x2000 PW1729 17 1275

2S

1100

1200x2300 2000x2700

1,00 1600

1600 1600 1650 1750

CH+1450 min. 3850

CO 1100 2100x1600 2800x2100 PW21 21 1600

2S 1300 1400x2400 2300x2800 1,60

1700 1700 1800 1900

1900 2000 2100 2200

CH+1600 min. 3850

PW24 24 1800 CO 1200 2350x1600 3050x2100

CO 1200 2350x1700 3050x2150 2,00

2000 2000 2050 2150

2050 2250 2350 2450

CH+2000 min. 4200

PW26 26 2000

2S 1300 1500x2700 2300x3100 2,50

2400 2400 2400 2500

2400 2550 2650 2750

CH+2300 min. 4500

1,00 1600 CH+1450 min 3850

PW30 30 2275 2S 1200 1300

1700x2600 2450x3050

(2450x3210) 1,60 1950 CH+1600

min 3850

PW33 33 2500 2S 1300 1400

1800x2700 2550x3150

(2550x3310) 1,00 1600 CH+1450

min 3850


29 Healthcare elevators available for capacities ≥ 1275kg with 2S doors and speeds 1,00 – 1,60 and 2,00m/s.

51


Hook force “R” KN Elevator type

Hook No

320 … 1000kg 1,6m/s

630 … 1150kg 1,6 & 2m/s

1275 … 2500kg C-Series

1275 … 2500kg H-Series

1 20 20 40 40 2 20 20 - - 3 20 20 15 - 4 - 20 15 15 5 - - 15 15


(kg) P

(KN) S

(KN) 320 2.8 0.9 400 3.2 1.0 480 3.5 1.1 630 4.4 1.4 800 5.3 2.2 900 5.5 2.3 1000 5.9 2.4 1150 6,5 2,6 1275 7,8 5,6 1600 8,0 5,7 1800 7,4 5,4 2000 9,0 6,4 2275 9,3 6,6 2500 9,6 6,8

52

Motor output

Capacity Speed (m/s)

PW04 PW05 PW06

PW08 PW10 PW12 PW13 PW15 PW17 PW21 PW24 PW26 PW30 PW33

MX10/11 MX20 1,00 MX05 2,8KW

MX06 3,7KW 4,6KW 5,2KW 5,8KW 6,6KW 7,4KW 9,2KW 10,4KW 11,5KW 13,1 14,4KW

MX10/17 1,60 MX05

4,5KW 5,9KW 7,4KW 8,3KW 9,2KW 10,6KW 11,8KW 14,8KW 16,6KW 18,5KW 21,0KW

MX10/20 2,00

7,3KW 9,2KW 10,4KW 11,5KW 13,3KW 14,7KW 18,5KW 20,8KW 23,1KW

MX20 2,50

14,4KW 16,6KW 18,4KW 23,1KW 26,0KW 28,9KW

PW04 PW05 PW06

PW08 PW10 PW12 PW13 PW15 PW17 PW21 PW24 PW26 PW30 PW33 Capacity Speed (m/s) Typical annual consumption (KWh/starts/year)

1,00 1.500 2.200

2.400 3.000

3.500 4.400

4500 6300

5200 7100

5800 8000

6600 9300

6800 9700 6700 6700

1,60 1.900 2.400

4.800 5.700

5.500 6.700

5.600 6.900

5.700 7.100

4500 6400

5500 7600

6100 8600

8800 7100 7300

2,00 6000 6700 7000 5200 6700 6700 9200 7100

2,50

5700 6700 9600 7100

53

KONE MiniSpace® Elevator level information Product range KONE MiniSpace consists of the following main components: - MCD car (always with car sling) - KSS car and landing signalization - AMD door system - KES600 (mid duty – up to 400.000cycles/year) - KES800 (high duty – more than 400.000cycles/year) - LCE control system - EcoDisc machine - V3F25, V3F25-MLB and KDH drives Range of KONE Minispace core elevator platform: Rated load 630 – 4000kg Rated speed 1,0m/s ...... 8m/s Max. travel 400m Max. number of floors 126 Max. number of elevators in group 8 Max. duty cycle 240starts/h ED 60% 400.000starts/year Door type side opening (2S) center opening (CO) Door width 800 – 900 – 1000 – 1100 – 1200 – 1300mm 1400 – 1500 – 1600 – 1700 – 1800 – 1900mm 2000 – 2100 – 2200mm Door height 2000 – 2100 – 2200 – 2300 – 2400mm Max. sill load 40% Q≤2500kg or 60% Q>2500kg Car width 1100 – 2100mm Car depth 1400 – 3200mm Car height 2100 – 2700mm (step 100mm) Max. interfloor distance30 11.000mm Min. interfloor distance HH31+450mm

30 If the interfloor distance is more than 5000mm then one dummy floor is required. If the interfloor distance is more than 11.000mm then at least one emergency door is required 31 HH = door height in mm

54

Basic Specifications KONE MiniSpace®

Code number

Number of

persons

Rated load (kg)

Door type

Entrance width LL

(mm)


(mm) BBxBD

Minimum hoistway

dimensions WWxWD

Rated speed (m/s)

PH (mm)

PH with c/w

safety gear

SH (mm)

Counterweight side-drop

800 1600x1800

(1600x2010)

1,0 1250 1350 1550

CH+1600 CH+1600 CH+1750

2S 900

1650x1800 (1650x2010)

800 1800x1800

(1800x1810)

1,6 1300 1400 1600

CH+1650 CH+1650 CH+1850

PW08 08 630

CO 900

1100x1400

2000x1800 (2000x1810)

800 1600x2500

(1600x2710)

2,0 1500 1550 1850

CH+1850 CH+1850 CH+2050

2S 900

1650x2500 (1650x2710)

800 1800x2500

(1800x2510)

PW13 13 1000

CO 900

1100x2100

2000x2500 (2000x2510)

2,5 2000 2150 2200

CH+2100 CH+2100 CH+2250

PW17 17 1275 2S 1100 1200x2300 2000x2700

(2000x2910)

PW21 21 1600 2S 1300 1400x2400 2300x2800

(2300x3010)

3,0 2700 2800 3850

CH+2600 CH+2800 CH+3250

PW26 26 2000 2S 1300 1500x2700 2500x3150

(2500x3310) 3,5

3650 3650 3900

CH+2800 CH+2800 CH+3250

1300 2S

1400 2900x3200

(2900x3310) 4,0

3850 3850 3950

CH+3100 CH+3100 CH+3250 PW33 33 2500

4CO 1800

1800x2700

3100x3200 PW40 40 3000 4CO 1800 1800x3000 3100x3500 PW46 46 3500 4CO 2100 2100x3000 3500x3500 PW53 53 4000 4CO 2100 2100x3200 3500x3700

Counterweight back-drop

5,0 4600 4600 4650

CH+3150 CH+3150 CH+3350

800 1800x2150 PW08 08 630 CO 900

1100x1400 2000x2150

800 1800x1900 PW10 10 800 CO 900

1350x1400 2000x1900

6,0

4750 4750 4750 4800

CH+3250 CH+3300 CH+3550 CH+3050

900 2000x1900 PW13 13 1000 CO 1100

1600x1400 2400x1900

PW17 17 1275 CO 1100 2000x1400 2500x2000 7,0 5100 CH+4800

CH+5300

PW21 21 1600 CO 1100 2100x1600 2600x2200

PW24 24 1800 CO 1200 2350x1600 3000x2200 PW26 26 2000 CO 1200 2350x1700 3000x2350

8,0 5750

Ple

ase

con

tact

yo

ur

KO

NE

sal

es p

rofe

ssio

nal

CH+5600 CH+6100

55



(kg) P

(KN) S

(KN) 630 1.5 0.7 800 1.8 0.8 1000 1.8 1.3 1275 2.2 1.4 1350 2.3 1.4 1600 2.6 1.5 1800 3.0 1.6 2000 3.2 1.8 2500 3.3 2.6 3000 3.4 3.0 3500 4.3 3.3 4000 4.8 4.0

56

KONE Scenic Elevator level information Product range KONE Scenic consists of the following main components: - MCD car (always with car sling) - KSS car and landing signalization - AMD door system - KES600 (mid duty – up to 400.000cycles/year) - KES800 (high duty – more than 400.000cycles/year) - LCE control system - EcoDisc machine - V3F25, V3F25-MLB and KDH drives Range of KONE Scenic core elevator platform: Rated load 800 – 1600kg Rated speed 1,0m/s – 2,0m/s Max. travel 55….70m Max. number of floors 24 Max. number of elevators in group 4 Max. duty cycle 240starts/h ED 60% 400.000starts/year Door type side opening (2S) center opening (CO) Door width 800 – 900 – 1000 – 1100mm Door height 2000 – 2100mm Max. sill load 40%xQ Car width 1100 – 1500 Car depth 1450 –2500mm Car height 2100 – 2700mm (step 100mm) Max. interfloor distance32 11.000mm Min. interfloor distance HH33+450mm

32 If the interfloor distance is more than 5000mm then one dummy floor is required. If the interfloor distance is more than 11.000mm then at least one emergency door is required 33 HH = door height in mm

57

Basic Specifications KONE Scenic

Code number Persons /

Rated load (kg)

LL (mm) BBxBD WWxWD DR

Rated speed (m/s)

PH (mm)

PH with c/w

safety gear

SH (mm)

900 2000x1205 10 / 800

1100 1200x1700

2350x1205 1000

900 2000x1355 13 / 1000

1100 1300x1900

2350x1355 1150

1500 3750

1100 2350x1505 17 / 1275

1300 1400x2100

2750x1505 1300

1100 2350x1705

21 / 1600

1300 1500x2350

2750x1705 1500

1,0

1550

-

3850

900 2000x1185 10 / 800

1100 1200x1700

2350x1185 980

900 2000x1355 13 / 1000

1100 1300x1900

2350x1355 1150

1650 3750

1100 2350x1525 17 / 1275

1300 1400x2100

2750x1525 1320

1100 2350x1695

21 / 1600

1300 1500x2300

2750x1695 1490

1,6

1700

-

3900

900 2000x1155 10 / 800

1100 1200x1600

2350x1155 950

900 2000x1335 13 / 1000

1100 1300x1775

2350x1335 1130

1800 4100

1100 2350x1485 17 / 1275

1300 1400x2000

2750x1485 1280

1100 2350x1635

21 / 1600

1300 1500x2200

2750x1635 1430

2,0

1850

-

4300

58

KONE TranSysTM Elevator level information Product range34 KONE TranSys consists of the following main components: - MCD car (always with car sling) - KSS car and landing signalization - AMD door system - KES600 (mid duty, narrow frame & frame type) - KES800 (high duty, narrow frame & frame type) - LCE control system - EcoDisc machine - V3F16L drive Range of KONE TranSysTM core elevator platform: Rated load 1000 – 5000kg Rated speed 0,5m/s 1,0m/s 1,6m/s (2500….3000kg) Max. travel 23m for TranSys & Vehicle/ 40m up to 4000kg Max. number of floors 12 (7 on one side) Max. number of elevators in group 2 (4 for Transys > 2000kg) Max. duty cycle 180starts/h 200.000starts/year Door type side opening (2S) centre opening (4CO & 6CO) Door width - Side opening 1100 – 1400mm (100mm step) - Centre opening 1200 – 3000mm (100mm step) Door height 2000 – 2900mm Max. sill load 40% of the rated load if Q≤2500kg 60% of the rated load if Q>2500kg 75% of the rated load for Vehicle Elevator Car width 1000 – 3000mm depending on rated load35 Car depth 1600 – 3500mm depending on rated load36 Car height 2100 – 2900mm Max. interfloor distance 11.000mm

34 Further car and door dimensions and rated loads (max 5.000kg) are available on request. Please contact your local KONE sales company. 35 Step 50mm 36 Step 50mm

59

Basic Specifications – TranSysTM – Cars without front walls – Single Entrance

Code number

Number of

persons

Rated load (kg)

Door type

Entrance width LL

(mm)


(mm) BBxBD

Minimum hoistway

dimensions WWxWD

CH (mm)

PH (mm)

PH with c/w

safety gear

SH (mm)

2S 2350x2250 GW13 13 1000 4CO

1300 1300x1750 2300x2250

2100 3700

2S 2500x2800 2200 3800 GW21 21 1600

4CO 1400 1400x2400

2400x2800 2300 3900 GW26 26 2000 4CO 1500 1500x2700 2500x3100 2400

≥1250 N/A

4000 GW33 33 2500 4CO 1800 1800x2700 3050x3100 GW40 40 3000 4CO 2000 2000x2700 3250x3100

1600

GW46 46 3500 4CO 2100 2100x3000 3350x3400 GW53 53 4000 4CO 2100 2100x3400 3350x3800

max 2700

1750 N/A 4100

GW60 60 4500 4CO 2500 2500x3100 3900x3500 4CO 3900x3900

GW66 66 5000 6CO

2500 2500x3500 3650x4000

max 2700

2100 N/A 4500

Basic Specifications – TranSysTM – Cars without front walls – Double Entrance

Code number

Number of

persons

Rated load (kg)

Door type

Entrance width LL

(mm)


(mm) BBxBD

Minimum hoistway

dimensions WWxWD

CH (mm)

PH (mm)

PH with c/w

safety gear

SH (mm)

GW13 13 1000 2S 1100 1100x2100 2050x2650 2100 3700 2S 2500x2950 2200 3800

GW21 21 1600 4CO

1400 1400x2400 2400x2950 2300 3900

GW26 26 2000 4CO 1500 1500x2700 2500x3250 2400

≥1250 N/A

4000 GW33 33 2500 4CO 1800 1800x2700 3050x3250 GW40 40 3000 4CO 2000 2000x2700 3250x3250

1600

GW46 46 3500 4CO 2100 2100x3000 3350x3550 GW53 53 4000 4CO 2100 2100x3400 3350x3950

max 2700

1750 N/A 4100

GW60 60 4500 4CO 2400 2400x3300 3750x3850 4CO 3750x4200

GW66 66 5000 6CO

2400 2400x3650 3550x4400

max 2700

2100 N/A 4500

Basic Specifications – KONE Vehicle elevators – Cars without front walls

Code number

Number of

persons37

Rated load (kg)

Door type

Entrance width LL

(mm)


(mm) BBxBD

Minimum hoistway

dimensions WWxWD38

CH (mm)

PH (mm)

PH with c/w

safety gear

SH (mm)

VW30 3000 2500 2500x5500 3700x6100

(3700x6400)

VW40 4000

6CO

3000 3000x6000 4200x6600

(4200x6900)

max. 2700

≥ 2400 max. 2500

N/A 4750

37 In vehicle elevators the relationship between available car area and rated loads does not follow the limits specified in EN81-1 paragraph 8.2. Risk assessment is mandatory as per EN81-1 requirements. 38 Numbers in parenthesis refer to double entrance (through) type vehicle elevator car

60

Basic Specifications – TranSysTM – Cars with front walls – Single Entrance

Code number

Number of

persons

Rated load (kg)

Door type

Entrance width LL

(mm)


(mm) BBxBD

Minimum hoistway

dimensions WWxWD

CH (mm)

PH (mm)

PH with c/w

safety gear

SH (mm)

GW17 17 1275 2S 1100 1200x2300 2100x2750 2100 3700 2S 2400x2850 2200 3800

GW21 21 1600 4CO

1300 1400x2400 2350x2850 2300 3900

2S 2400x3150 GW26 26 2000

4CO 1300 1500x2700

2400x3150 2400

≥1250 N/A

4000

2S 4CO

1300

2S 4CO

1400 1800x2700 3000x3150

GW33 33 2500

4CO 1700 1800x2650 3000x3100 GW40 40 3000 4CO 2000 2000x2750 3250x3100 GW46 46 3500 4CO 1800 2100x3000 3250x3450 GW53 53 4000 4CO 1800 2100x3400 3250x3850

max 2700

1600 1600 1750 1750

N/A 4100

GW60 60 4500 4CO 2200 2500x3100 3650x3550 4CO 3650x3950

GW66 66 5000 6CO

2200 2500x3500 3650x4050

max 2700

2100 N/A 4500

Basic Specifications – TranSysTM – Cars with front walls – Double Entrance

Code number

Number of

persons

Rated load (kg)

Door type

Entrance width LL

(mm)


(mm) BBxBD

Minimum hoistway

dimensions WWxWD

CH PH

(mm)

PH with c/w

safety gear

SH (mm)

GW17 17 1275 2S 1100 1200x2250 2100x2950 2100 3700 2S 2400x3000 2200 3800

GW21 21 1600 4CO

1300 1400x2300 2350x3000 2300 3900

2S 2400x3300 GW26 26 2000

4CO 1300 1500x2600

2400x3300 2400

≥1250 N/A

4000

2S 4CO

1300

2S 4CO

1400 1800x2600 3000x3300

GW33 33 2500

4CO 1700 1800x2550 3000x3250 2S 3550x3250

GW40 40 3000 4CO

2000 2000x2700 3250x3250

GW46 46 3500 4CO 1800 2100x2950 3250x3650 GW53 53 4000 4CO 1800 2100x3300 3250x4000

max 2700

1600 1600 1750 1750

N/A 4100

GW60 60 4500 4CO 2100 2450x3100 3600x3800 4CO 3550x4200

GW66 66 5000 6CO

2100 2400x3500 3550x4400

max 2700

2100 N/A 4500

61

Flexible car dimensions (Q > 2000kg up to 5000kg) Depending on the available elevator shaft dimensions, the car width and depth dimensions can vary from standard value but note: - Car floor is fixed by safety code - Dimensions are “wall to wall”. Car decoration, if any, will decrease the “net” area. - Minimum steps see section “Product range”

Car width BB

(mm)

Car depth DD

(mm) Rated load (kg)

No of persons

Min. available car floor

area (m2)

Max. available car floor

area (m2) min max min max

Min. well width WW (mm)

Min. well depth WD

(mm)

2500 33 4,625 5,000 1300 2350 1900

39 3500

3000 40 5,430 5,800 1550 2350 2250

48 3500

BB+1163

3500 46 6,120 6,600 1700 2350 2550

49 3500

4000 53 6,925 7,400 1950 2350 2850

50 3500

4500 60 7,673 8,200 2000 3000 2780

51 3500

5000 66 8,420 9,000 2000 3000 2980

52 3500

BB+1113

DD+45040

DD+70041

DD+55042

DD+90043

DE+37544

DE+55045

DE+47546

DE+75047

Notes 1. WWmin = 3/2xLL + 150 for 4-panel central opening doors 2. WWmin = 4/3xLL + 150 for 6-panel central opening doors

39 In case of through type car DDmin = 2350mm 40 Single entrance car with front walls and 4-panel doors 41 Double entrance car with front walls and 4-panel doors 42 Single entrance car with front walls and 6-panel doors 43 Double entrance car with front walls and 6-panel doors 44 Single entrance car without front walls and 4-panel doors 45 Double entrance car without front walls and 4-panel doors 46 Single entrance car without front walls and 6-panel doors 47 Double entrance car without front walls and 6-panel doors 48 In case of through type car DDmin = 2350mm 49 In case of through type car DDmin = 2850mm 50 In case of through type car DDmin = 2850mm 51 In case of through type car DDmin = 3100mm for Ccwt = 1200mm or DDmin = 3500mm for Ccwt = 1400mm 52 In case of through type car DDmin = 3100mm for Ccwt = 1200mm or DDmin = 3500mm for Ccwt = 1400mm

v

62

General layout drawings

v

63


Reaction force “R” (KN) Pit Overhead

Q (kg)

R1 R2 R3 R4 R9 R10 1000 96 77 46 15 40 15 1275 112 87 53 17 40 15 1600 133 102 62 19 40 15 2000 157 118 71 22 40 15 2500 235 186 106 98 40 15 3500 290 222 127 118 40 15 4000 314 235 136 127 40 15 4500 360 283 155 171 40 20 5000 410 308 205 196 40 20

Vehicle elevators 3000 410 350 210 150 55 20 4000 450 370 225 160 60 20


(kg) P

(KN) S

(KN) 1000 4,0 2,5 1275 4,8 3,0 1600 6,2 3,9 2000 8,0 5,1 2500 10,0 6,0 3500 10,0 6,0 4000 10,0 6,0 4500 20,0 15,0 5000 20,0 15,0

Vehicle elevators VW3000 22 17 VW4000 24 19

v

64

Accessories Safety features Rescue and failure detection operations

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

COD Correction drive X

DTS Drive time supervision X

DZI N Door zone indication, No buzzer

X

EEC C Emergency exit contact, on car roof

X

LOA M Locking of automatic car door, mechanical lock

X

MOP TC Motor protection X

PDD N Phase failure detection X

RDF ** Recall drive feature X

Precautions for special emergencies

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

EAQ Earthquake (control function only)

X

FID BC Fire detection, whole building (doors closed)

X

FID BO Fire detection, whole building (doors open)

X

FID SO Fire detection, manual switch, doors open

X

FPD AO Fire protection doors, all floors

X

FRD ** Fireman’s drive X

LSH A Low smoke installation in elevator shaft (not available with DCS)

X

WSC O Water sensor contact X

Operation during stand-by power and recovery from power break

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

CEL S Car emergency light, separate light

X

EBD A Emergency battery drive, automatic

X

EBD M Emergency battery drive, manual

X

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

EBS S Emergency battery supply

X

EPD ** (*)

Emergency power drive X

EPS Emergency power sequencer

X

LPS TN Elevator position synchronizing, terminal floor, nominal speed

X

PUD I Power up delay, individual elevators

X

Means of emergency communication

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

ABE Alarm bell X

ISE Intercom system X

KRM KONE Remote monitoring

X

Other safety features and maintenance

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

CCM A Car calls from control panel, all floors

X

CDC Car door contact X

CDL O Car door limit switches, separate open limits

X

DOP Door opening prevention switch in control panel

X

EMH O Emergency stop switch in elevator shaft, one (1)

X

EMH T Emergency stop switch in elevator shaft, two (2)

X

EMR Emergency stop switch on car roof

X

ISM M Maintenance intercom from car to control panel

X

LCD Landing calls disconnect X

OSG Overspeed governor in shaft

X

SED Service drive X

SHL Elevator shaft light X

TWS Tension weight switch X

v

65

Passenger Comfort Traffic boosting

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

ACL B Accurate relevelling, doors open or closed

X

ACL C Accurate relevelling, doors closed

X

ADO Advance door opening X

NUD S Nudging service X X

DOB O Door opening button, normally open contact

X

GOC ET Acoustic device for arrival in car

X

QCC Quick close from new car call

X X

REO O S Reopen by landing call, (O) one single opening, (S) several reopenings

X

SRC RNF

Safety ray in car X

SRC RNC

Curtain of light X

Protection against inconvenience caused by misuse

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

CCB Car call backwards X

FCC False car call cancel X X

LCC Landing call coupling X

SBP BP Stuck push button supervision

X

Travelling comfort, including ventilation and light

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

CLS C Car light supervision X X

DCB Door close button X

Fan Fan in car X

LWD E Load weighing device, electronic detector

X

OCL AQ

Operation of car light automatic, PIN code enabling to turn the light on permanently

X X

OCV AQ

Operation of car ventilation automatic, PIN code enabling to turn the fan off permanently

X X

OCV K Operation of car ventilation, manual operation

X

OCV P Operation of car ventilation, permanently on

X

Security features Controlling access to floors

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

LOC E

Locking of car calls, reopening device inoperative in closed door

X

LOC EQ

Locking of car calls, reopening device inoperative in closed door, with or without indication, locked floor or group of floors by parameters, PIN code deactivation

X

LOC O Locking of car calls, reopening device operate normally

X

Antiburglary

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

CSM Compulsory stopping at main floor

X X

Control features

Adaptation to building

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

KONE IDE300

KONE Integration of doors and elevator

X

BMV MU

Modulate line braking, resistor braking under special use example UPS

X

BMV R Braking method of drive, resistor

X

CIC Corridor illumination control

X

CLF C Car light fuse and car light main switch in control panel

X

v

66

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

DCS KONE Destination Control System (POLARIS)

X

ELF D Extra long floor to floor distance, dummy floors

X

FCS LC Failure current switch X

FEB G Floor extension, bottom floor, group operation

X

FEB S Floor extension, basement, separate set of buttons at landings

X

FET G Floor extension, top floor, group operation

X

FET S Floor extension, top floor, separate set of buttons at landings

X

MAF C Main fuses, control panel

X

MAS C Main switch in control panel

X

TTC CTF

Through type car, elevator shaft doors on same levels, two sets of car buttons, simultaneous door opening forbidden

X

TTC CTS

Through type car, elevator shaft doors on same levels, two sets of car buttons, selective door control

X

TTC DON

Through type car, elevator shaft doors on different levels, one set of car buttons, non selective door control

X

Priority Services and Service Modes for Special Use

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

DOE B Door open with extended door time, button

X

HEL Hospital emergency service at landings

X

OSS COI Out of service switch in car , indication

X

OSS LS Out of service switch at landing, doors closed

X

OSS MSI Out of service switch in car, remote control, indication

X

OSS QSI Out of service switch in car, PIN code, indication

X

PRC KI Priority operation mode, continuous, indication

X

PRC QI Priority call in car, PIN code

X X

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

PRL HA Priority at landings, high priority

X

PRL HAK

Priority at landings, high priority, key switch at landings

X

PRL HAR

Priority at landings, high priority, remote control at landings

X

PRL LA Priority at landings, low priority

X

PRL LAK

Priority at landing, low priority, key switch at landings

X

PRL LAR

Priority at landing, low priority, remote control at landings

X

Parking of free cars

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

PAD C Parking at predefined floor, doors closed

X X

PAD M Parking at main floor, doors closed

X X

PAS C Parking at secondary floor, doors closed

X X

Real time adaptation to prevail traffic

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

BLF Bypass load function X X

IDP Intensive down peak X

ITP Intensive two way peak X

IUP Intensive up peak X

Control features

Information to passenger at landings

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

ACU DLA

Voice announcements at landing, always active

X X

CPI E L Car position indicator at entrance floor

X

CRB L Call register buzzer X

DIA E L Direction arrows X

GOL ETD

Acoustic device for arrival at landing

X

v

67

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

IUL In use light X

LAL DB Lanterns at landings X

LCL Landing call registered light

X

OSI A Out of service indication X

Information to passenger in car

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

ACU DCO

Elevator announcer in car

X X

CCL Car call registered light X

CPI Car position indicator X

CRB C Call registered buzzer X

DIA C Direction arrows in car X

HAN C Audible handicap feature X X

OLF C Overload function X

Information in MAP

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

CPI PS Car position indicator in control panel

X

DAL GP Disturbance alarm X

LIL A Interface to lift link X

SCN C Start counter computer X

Information to building management

Description

Sta

ndar

d

Opt

ion

Fie

ld

para

met

er

CTV I CCTV Camera in car, only interface

X

E Link KONE E-Link X

68

Power Feeder Data

Standard Voltage 400V including lighting

Standard Voltage 400V for separate lighting

Capacity (Persons)

(kg)

Speed (m/s)

Motor output power (KW)

Riser Fuses (A)

Nominal

line current

(A)

Max. line

current (A)

Power Feeder (mm2)

Riser Fuses (A)

Riser Fuses for

lighting (A)

Nominal

line current

(A)

Max. line

current (A)

Power Feeder (mm2)

1,0 2,8 3x20 18,0 25,0 5x4 3x16 1x16 8,0 15,0 5x2,5 04 06 / 320 .. 480 1,6 4,5 3x25 21,0 30,0 5x6 3x20 1x16 11,0 20,0 5x4

1,0 3,7 3x20 20,0 27,0 5x4 3x16 10,0 17,0 5x2,5 1,6 5,9 3x25 23,0 33,0 5x6 3x20 13,0 23,0 5x4 08 / 630 2,0 7,3 3x35 25,0 39,0 5x16 3x25

1x16 16,0 32,0 5x6

10 / 800 12 / 900

1,0 5,7 3x25 24,0 31,0 5x6 3x20 1x16 14,0 21,0 5x4

1,6 8,5 3x25 25,0 37,0 5x6 3x20 15,0 23,0 5x4 10 / 800 2,0 9,2 3x35 30,0 46,0 5x10 3x25

1x16 20,0 36,0 5x6

1,6 9,5 3x25 27,0 38,0 5x6 3x20 17,0 28,0 5x4 12 / 900 2,0 10,4 3x35 32,0 58,0 5x10 3x35

1x16 22,0 42,0 5x10

0,5 2,7 3x20 17,2 20,7 5x4 3x16 7,2 10,7 5x4 1,0 5,7 3x25 24,0 31,0 5x6 3x20 14,0 21,0 5x4 1,6 10,5 29,0 40,0 3x25 19,0 30,0 5x6 2,0 11,5

3x35 34,0 56,0

5x10 3x35 24,0 46,0 5x10

13 / 1000

2,5 14,4 3x63 36,0 76,0 5x25 3x63

1x16

26,0 64,0 5x25 1,0 6,6 27,0 35,0 17,0 25,0 1,6 10,6

3x35 33,0 51,0

5x10 3x35 23,0 41,0

5x10

2,0 13,3 3x50 38,0 60,0 5x16 3x50 26,0 50,0 5x16 15 / 1150

2,5 16,6 3x63 39,0 78,0 5x25 3x63

1x16

29,0 68,0 5x25 0,5 3,4 3x20 18,6 21,3 5x6 3x20 8,6 11,3 5x4 1,0 7,4 31,0 42,0 3x25 21,0 32,0 5x10 1,6 11,8 39,0 65,0 29,0 55,0 2,0 14,7

3x50 35,0 75,0

5x16 3x50

28,0 65,0 5x16

17 / 1275

2,5 18,4 3x63 42,0 78,0 5x25 3x63

1x16

31,0 68,0 5x25 0,5 4,3 3x25 20,8 24,3 5x6 3x20 10,8 14,3 5x4 1,0 9,2 3x50 35,0 49,0 5x16 3x35 25,0 39,0 5x10 1,6 14,8 42,0 69,0 3x50 32,0 59,0 5x16 2,0 18,5 41,0 80,0 34,0 70,0

21 / 1600

2,5 23,1 3x63

50,0 85,0 5x25

3x63

1x16

41,0 75,0 5x25

1,0 10,4 36,0 52,0 3x35 26,0 42,0 5x10 1,6 16,6

3x50 39,0 81,0

5x16 3x50 32,0 74,0 5x16

2,0 20,8 45,0 96,0 38,0 89,0 24 / 1800

2,5 26,0 3x63

56,0 100,0 5x25 3x63

1x16

49,0 93,0 5x25

0,5 5,4 3x25 23,7 28,2 5x6 3x20 13,7 18,2 5x4 1,0 11,5 3x50 39,0 57,0 5x16 3x50 29,0 47,0 5x16 1,6 18,5 43,5 87,0 36,5 80,0 2,0 23,1 50,0 103,0

3x63 43,0 96,0

26 / 2000

2,5 28,9 3x63

63,0 111,0 5x25

3x80

1x16

53,0 100,0 5x25

1,0 13,1 30 / 2275 1,6 21,0 3x63 49,0 95,0 5x25 3x63 1x16 42,0 88,0 5x25 0,5 7,0 3x25 23,0 38,0 5x6 3x25 16,0 31,0 5x6 33 / 2500 1,0 14,4 3x50 40,0 62,0 5x16 3x50

1x16 33,0 55,0 5x16

0,5 8,0 3x35 27,0 42,0 5x10 3x25 20,0 35,0 5x6 1,0 17,0 3x50 41,0 70,0 5x16 3x50 34,0 63,0 5x16 40 / 3000 1,6 27,0 3x63 58,0 87,0 5x25 3x63

1x16 51,0 80,0 5x25

0,5 10,0 3x35 30,0 46,0 5x10 3x35 23,0 39,0 5x10 46 / 3500 1,0 20,0 3x63 46,0 76,0 5x25 3x63

1x16 39,0 69,0 5x25

0,5 11,0 3x50 33,0 50,0 5x16 3x50 26,0 43,0 5x16 53 / 4000 1,0 23,0 3x63 52,0 82,0 5x25 3x63

1x16 45,0 76,0 5x25

60 / 4500 13,0 37,0 57,0 30,0 50,0 66 / 5000

0,5 14,0

3x50 40,0 62,0

5x16 3x50 1x16 33,0 55,0

5x16

69

Comparison of Monospace® with Hydraulic Freight elevators

Power per type of elevator (KW) Capacity

Type / Speed

1000 1600 2000 2500 3000 3500 4000 4500 5000

0,2 11,0 13,0 16,0 20,0 Hydraulic

0,5 16,0 20,0 24,0 33,0 40,0

0,5 3,0 4,8 6,0 7,8 8,9 11,1 12,2 14,4 15,6

1,0 5,7 11,2 13,6 14,0 17,0 20,0 23,0 Monospace 1,6 10,5 17,9 18,2 22,0 27,0

70

Explanation on KONE Documentation

Description File

Name

1st Code No

2nd Code No 3rd Code No 4th

Code No

00 Table of contents 01 Monospace® Standard

01 Introduction 03 Minispace™ 04 Monospace® FURE

02 Elevator level information 05 Alta™

06 Monospace® Special (C-Process) 03 Visual items

09 Scenic

12 Transys™ (up to 2000kg) 04

Explanation of options 13 Microspace™

20 Transys™ (up to 5000kg) 05

Customer concerns 24

Monospace® Special (A-Process)

Technical Information for Sales

DL-Files DL1 DL2 DL3

06 Order form(s) 25 MaxispaceTM 33 Ecospace Planning Guides PG-Files PG 01 Planning Guide 35 Maxispace RS

01 General and elevator level information

02 Guide rails and fixings

03 Doors and facings

04 Machine room equipment

05 Shaft equipment 06 Cars 07 Car slings 08 Counterweights

09 Ropes and rope compensation

10 Control systems 11 Drive systems 12 Signalization 13 Peripheral devices

Product descriptions and order

instructions SO-Files SO

14 Miscellaneous

Rev

isio

n n

um

ber

(u

sual

ly a

lette

r is

use

d)

71

Escalator & Moving walk Planning Guide Introduction Commercial escalators are designed to operate without major refurbishment up to 100.000 hours with maximum 16hours/day, where as heavy duty escalators can operate 150.000 hours or even up to 200.000 hours depending on the selected features. Different codes set the required values for the key characteristics maximum step load, level of use, minimum safety factor and maximum pin pressure.

Comparison of load profiles

Code Load Maximum step load Level of use Minimum

safety factor Maximum pin

pressure

Commercial 90kg 40% 5 32N/mm EN115 Heavy-duty 120kg 60% 5 32N/mm Commercial 87,8kg 40% 10 32N/mm ANSI Heavy-duty 87,8kg 60% 10 32N/mm

APTA Heavy-duty 145kg 55% 6 20N/mm Concerning the truss of a heavy-duty escalator this is constructed from thicker box section steel to increase the vertical, lateral and torsional rigidity. This makes the truss more stable under heavy passenger loads, particularly in metro systems where they tend to walk up and down the escalators, and increases the maximum span between supports, thereby reducing the number of intermediate supports required on high-rise escalators. According to EN115 commercial escalators are allowed to have a maximum ratio of truss deflection of 1:750. Heavy duty escalators are required to be more rigid. Their maximum ratio allowed is 1:1000. It should be noted that speed, transition radii and vertical rise also have an impact. Transport capacities The main factors affecting the theoretical transport capacity are the step width and speed. Escalators are generally available in three step widths: - 1000mm step width. This allows two adult passengers to stand on each step, thereby maximizing the transport capacity for high usage installations such as large department stores, shopping malls, airports and railway stations. - 800mm step width. This step width allows one adult passenger and a small child (1,5 passengers) to stand on each step or one adult passenger with shopping bags or luggage and is suitable for medium or low usage installations, such as shops. - 600mm step width. This step allows only one adult passenger to stand on each step and as space is very restricted between the balustrades, they are only really suitable for installations where passengers will not be carrying large shopping bags or luggage, otherwise a trapping situation could occur

72

In addition to the above step widths, moving walks are also available in 1200mm and 1400mm wide pallets (steps). These are normally specified to allow the use of larger baggage / shopping trolleys or to allow passengers to walk past other passengers traveling on the moving walk with trolleys. However the maximum incline of pallet widths over 1100mm is 60 and the maximum pallet band speed is 0,75m/s. The formula for calculating the theoretical transport capacity is as follows:

Pth = PxVx3600/t

Pth theoretical capacity per hour P number of persons depending on step width (see below) V speed (m/s) t step depth (m), (usually 0.4m)

600mm Standing width for 1 person (escalators and moving walks)

800mm Standing width for 1.5 persons (escalator and moving walks)

1000mm Standing width for 2 persons with shopping trolley (escalators and moving walks)

1200mm Standing width for 2 persons with baggage trolley (only moving walks)

1400mm Standing width for 3 persons with 2 baggage trolleys (only moving walks)

73

Possible configurations

Free standing single escalator

Multi level single escalators

Multi level parallel escalators

Multi level cross over escalators

74

EN115-1: 2008 Standard – Escalators & Moving Walks Supporting structure (truss) and enclosure 5.2.2 Angle of inclination The angle of inclination α of the escalator shall not exceed 300, but for rises h13 not exceeding 6m and a nominal speed not exceeding 0,50m/s the angle of inclination is permitted to be increased up to 350. The angle of inclination of moving walks shall not exceed 120. 5.2.5 Structural design The supporting structure shall be designed in a way that it can support the dead weight of the escalator or moving walk plus a rated load of 5000N/m2. It shall be calculated in accordance with EN1993-1-1. Based on the rated load, the maximum calculated or measured deflection shall not exceed 1/750 of the distance l1 between the supports. Drive unit 5.4.1.2 Speed The nominal speed of the escalator shall not exceed: - 0.75m/s for an escalator with an angle of inclination α up to 300 - 0.50m/s for an escalator with an angle of inclination α up to 350 The nominal speed of moving walks shall not be higher than 0.75m/s. Deviating from the above a nominal speed up to 0.90m/s is permitted provided the width of the pallets or belt does not exceed 1.10m and at the landings, the pallets or the belt move horizontally for a length of at least 1.60m before entering the combs. Figure 1.1

75

Building interfaces (Annex A) A.2.1 The clear height above the steps of the escalator pallets or belt of the moving walk at all points shall not be less than 2.30m (see h4 in Figure 1.1 and 1.2). The clear height shall extend to the end of the newel and should also be applied to the unrestricted areas. A.2.2 To prevent collision, a minimum free area around the escalator or moving walk is defined as per Figure1.2. The height h12, measured from the steps of the escalator or the pallets or the belt of the moving walk shall be at least 2.10m. The distance between the outer edge of the handrail and walls or other obstacles (see b10 Figure 1.2) shall under no circumstances be less than 80mm horizontally and 25mm vertically below the lower edge of the handrail (see b12 in Figure 1.2). The area is permitted to be smaller, if by appropriate measures, the risk of injury is minimized. A.2.3 For escalators arranged adjacent to one another either parallel or criss-cross, the distance between the handrails shall not be less than 160mm (see b11 in Figure 1.2). A.2.4 Where building obstacles can cause injuries, appropriate preventive measures shall be taken. In particular, at floor intersections and on criss-cross escalators or moving walks, a vertical deflector of not less than 0.30m in height, not presenting any sharp cutting edges, shall be placed above the handrail level and extend at least 25mm below the lower edge of the handrail, e.g. as an imperforate triangle (see h5 in Figure 1.1). It is not necessary to comply with these requirements when the distance b9 between the outer edge of the handrail and any obstacle is equal to or greater than 400mm (see Figure 1.2).

Figure 1.2

76

A2.5 At the exit(s) of each individual escalator or moving walk a sufficient unrestricted area shall be available to accommodate persons. The width of the unrestricted area shall at least correspond to the distance between the outer edges of the handrails plus 80mm on each side. The depth shall be at least 2.50m measured from the end of the balustrade. It shall be permissible to reduce it to 2.00m if the width of the unrestricted area is increased to at least double the distance between the outer edges of the handrails plus 80mm on each side. For succeeding escalators and moving walks the depth of an unrestricted area shall be determined in each individual case depending on e.g. type of use (persons only or persons with transport devices, number of intermediate exits, relative orientation and theoretical capacity). A.2.6 In the case of successive escalators and moving walks without intermediate exits, they shall have the same capacity. A.2.7 Where it is possible for people to come into contact with the outer edge of a handrail at a landing and can be drawn into a hazardous situation, such as topping over a balustrade, appropriate preventive measures shall be taken (see figure 1.3).

Figure 1.3 A.2.8 The surrounds of the escalator or moving walk shall be illuminated, especially in the vicinity of the combs. A.2.9 It is permissible to arrange the lighting in the surrounding space and/or at the installation itself. The intensity of illumination at the landings including the combs shall be related to the intensity of illumination of the general lighting in the area. The intensity of illumination shall be not less than 50lux at the comb intersection measured at floor level.

77

Guidelines for selection and planning of escalators and moving walks (Annex H) H.1 Maximum capacity For traffic flow planning, the maximum number of persons that can be carried by an escalator or moving walk in 1h is given in table 3.1:

Nominal Speed v (m/s)

Step / pallet width (m)

0,50 0,65 0,75 0,60 3.600 4.400 4.900 0,80 4.800 5.900 6.600 1,0053 6.000 7.300 8.200 Table 3.1 Maximum capacity54 Requirements on escalators and moving walks intended to transport shopping trolleys and baggage carts (Annex I) I.1 Escalators The use of both shopping trolleys and baggage carts on escalators is unsafe and shall not be permitted. The principle reasons why the use of these products is considered to be unsafe are foreseeable misuse, overloading and width restriction. Where shopping trolleys and / or baggage carts are available in the area around escalator installations, suitable barriers shall be provided to prevent access. If safe means of transportation, i.e. shopping trolleys or baggage carts, are available to be used on escalators, then special measures should be defined between the manufacturer of the escalator, the manufacturer of the means of transportation and the customer based on risk assessment in accordance with ISO/TS 14798. Outline guidance is given as follows: Shopping trolleys or baggage carts which are chosen for use on an escalator must be specified between the shopping trolley or baggage cart manufacturer and the escalator manufacturer. In non-specified shopping trolleys or baggage carts are available in the escalator area, there is a serious risk of misuse. It is necessary to prevent access to the escalator entrance. The width of the shopping trolley or baggage cart and its contents should be at least 400mm less than the nominal step width. Passengers should be able to leave the escalator, even if shopping trolleys or baggage carts are on the escalator. The escalators should be supplied with a horizontal step run of 1,6m at both landing areas, minimum transition radia of 2,6m at the upper landing and 2,0m at the lower landing, and limiting the rated speed to 0,5m/s and the inclination to 300. Combs should be designed with an angle of β of maximum 190 combined with a diameter of the shopping trolley or baggage cart roller of at least 120mm diameter. Additional stops for emergency situations at handrail level (taking into account A.2.2) with a distance between 2,0m and 3,0m before the step reaches the comb intersection line should be provided. The stop for emergency situations near the

53 For moving walks with a pallet width in excess of 1,00m the capacity is not increased as users need to hold the handrail, the additional width is to principally enable the use of shopping trolleys and baggage carts. 54 Use of shopping trolleys and baggage carts will reduce the capacity by approximately 80%.

78

transition curve should be reachable from inside the escalator and the stops for emergency situations at exit(s) shall be reachable from outside of the escalator. Shopping trolleys or baggage carts should conform to the escalator design: - The shopping trolley or baggage cart design should ensure a safe and correct loading - The maximum weight for a shopping trolley or baggage cart should be 160kg when loaded - Shopping trolley or baggage cart automatically lock themselves on the inclined part of escalators - Shopping trolley or baggage cart should be fitted with a braking or blocking system - Shopping trolley or baggage cart should have deflectors (bumpers) to reduce the risk of clamping - For safe exit from the escalator, it is necessary that the rear rollers of the shopping trolley or baggage cart are able to push the front rollers over the comb. The front rollers and / or blocking system should easily release from the steps - Deflectors and guiding devices should be added to the surrounding area to ensure correct alignment of shopping trolley or baggage cart when entering the escalator - Safety signs about the safe and correct use of the shopping trolley or baggage cart should be added I.2 Moving walks The use of suitably designed shopping trolleys (according to EN1929-2 and EN1929-4) and baggage carts on moving walks is permitted. Shopping trolleys or baggage carts which are chosen for use on a moving walk shall be specified between the baggage cart manufacturer and the moving walk manufacturer. In non-specified shopping trolleys or baggage carts are available in the moving walk area, there is a serious risk of misuse. It is necessary to prevent access to the moving walk entrance. The width of the shopping trolley or baggage cart and its contents shall be at least 400mm less than the nominal pallet / belt width. Passengers shall be able to leave the moving walk, even if shopping trolleys or baggage carts are on the moving walk. For moving walks with an inclination greater than 60, the rated speed shall be limited to 0,50m/s. Combs shall be designed with an angle β of maximum 190 combined with a diameter of the shopping trolley or baggage cart roller of at least 120mm diameter. Additional stops for emergency situations at handrail level (taking into account A.2.2) with a distance between 2,0m and 3,0m before the pallet reaches the comb intersection line should be provided. The stop for emergency situations near the transition curve should be reachable from inside the moving walk and the stops for emergency situations at exit(s) shall be reachable from outside of the moving walk. Shopping trolleys or baggage carts shall conform to the moving walk design: - The shopping trolley or baggage cart design shall ensure a safe and correct landing - The maximum weight for a shopping trolley or baggage cart shall be 160kg when loaded - Shopping trolley or baggage cart automatically lock themselves on the inclined part of moving walks

79

- Shopping trolley or baggage cart should be fitted with a braking or blocking system - Shopping trolley or baggage cart should have deflectors (bumpers) to reduce the risk of clamping - For safe exit from the moving walk, it is necessary that the rear rollers of the shopping trolley or baggage cart are able to push the front rollers over the comb. The front rollers and / or blocking system should easily release from the pallets - Deflectors and guiding devices should be added to the surrounding area to ensure correct alignment of shopping trolley or baggage cart when entering the moving walk - Safety signs about the safe and correct use of the shopping trolley or baggage cart should be added Determination of anti-slip properties of the tread surfaces of steps and pallets, of comb plates and cover plate (Annex J) J1. Introduction The generally held requirement for anti-slip designs of tread surfaces for steps and pallets and of comb plates and cover plates formerly in EN115:1995 needs to be made more precise for safe use and practice. Procedures for determining and assessing the anti-slip properties of coverings have not been standardized before either internationally or on a European level. However, in the Federal Republic of Germany, there have been tried and tested procedures for determining the anti-slip properties of floor coverings for many years – DIN 51130:2004 or Employers’ Liability Insurance Association rules for health and safety at work: BGR 181: Oct. 2003. The manufacturers of escalators and moving walks working together in the CEN/TC 10/WG 2 have checked this suitability procedure to see whether it can be applied to the corresponding components for escalators and moving walks. The results obtained show that DIN 51130 procedure for determining the anti-slip properties of step and pallet coverings and comb plates and cover plates is suitable. The decision on the DIN 51130 procedure does not exclude other, at least just as safe solutions, which could have been set out too in the technical rules of other member states of the European Union or other states contracted to the Agreement on the European Economic Area. Test certificates from test centers that are registered in other member states of the European Union or in other states contracted to the Agreement on the European Economic Area are taken into consideration in the same way as DIN 51130 test certificates if the tests, test procedures and construction requirements on which the test certificates of these centers are based are equivalent to the DIN 51130 ones. These centers are mainly that meet the requirements set out in EN ISO/IEC 17025 or EN 45011. Test certificates issued under this standard contain the results of the DIN51130 test and the resulting assessment in accordance with J.2.

80

J.2 Testing and assessing anti-slip properties The procedure for testing anti-slip properties is governed by DIN 51130. Your attention is drawn to the fact that the intermediary medium of oil in the DIN 51130 test procedure is not used to give the test a particularly adverse operating condition. The use of a specific, defined oil is used as a constant test parameter with which, as has been proved, better differentiation of the test results is achieved55. The assessment of the anti-slip properties of coverings with surface profiles arranged in a specific direction, e.g. a step covering with lengthwise grooves or cover plates with transverse grooves, shall be based on average values that take into consideration the place the coverings are laid and the direction the users walk on them. Coverings that meet at least assessment group R9 are considered anti-slip for indoor installations and at least assessment group R10 for outdoor installations56. The part of the test related to the area below the surface of created profiles is not used to assess the anti-slip properties of coverings on escalators and moving walks.

Overall average value Assessment group from 60 to 100 R9 over 100 to 190 R10 over 190 to 270 R11 over 270 to 350 R12 greater than 350 R13 Table 1.4 Allocating the overall average values of the inclination angles to the anti-slip assessment

55 This procedure is based on the people carrying out the test treading on the covering to be tested on an inclined plane. It is used as an aid to deciding whether the respective covering is suitable for use on escalators and moving walks The average inclination angle determined from a range of measurements is critical for classifying the covering in one of five assessment groups. The assessment group is used as a benchmark for the level of anti-slip properties where coverings in assessment group R9 meet the lowest anti-slip requirements and those in assessment group R13 the highest. The allocation of assessment groups to the angle ranges is shown in Table 1.4. 56 If, at the landings of escalators and moving walks and their allocated floors, there are different assessment groups, it should be taken care that neighboring floors shall only differ by one in their assessment groups.

81

Basic Specifications KONE Travelmaster (EJV) Escalator Escalator level information Product range Inclination 300 or 350 Minimum rise 2.0m Maximum rise 6.0m (300 / 350) – 9.5m (300-3-3) Operational environment Indoor or semi-outdoor Balustrade type Glass, slim type or with handrail lighting Balustrade height 900mm, 1.000mm or 1.100mm Speed 0,5m/s 0,2m/s stand by speed (optional) Step width (W1) 600mm, 800mm or 1.000mm Handrail center distance (W2) 866mm, 1.064mm or 1.264mm

Reaction Force (KN) Type W1 W6 AA BB CC FF R1 R2 Rm

1000 1650 9,53xH+36,9 9,53xH+28,5 800 1450

2500 8,32xH+33,0 8,31xH+25,1 EJV 30-2-2

600 1250

2215 3000

1,732H 4285 6,93xH+30,7 6,92xH+23,3

1000 1650 7,86xH+37,4 7,86xH+29,0 800 1450

2560 6,85xH+33,5 6,85xH+25,6 EJV 35-2-2

600 1250

2250 3060

1,428H 4080 5,72xH+31,0 5,72xH+23,6

1000 1650

9,53xH+42,957 9,53xH-18,7 9,53xH-24,558 9,53xH-30,259

9,53xH+34,3 49,79 55,51 61,22

- 9,52xH+69,1 9,52xH+69,1 9,52xH+69,1

800 1450

3034 8,32xH+38,4 8,32xH-16,4 8,32xH-21,4 8,32xH-26,4

8,32xH+30,2 43,45 48,44 53,43

- 8,31xH+65,1 8,31xH+65,1 8,31xH+65,1

EJV 30-3-3

600 1250

2615

3534

1,732H 4685

6,93xH+35,3 6,93xH-11,6 6,93xH-15,8 6,93xH-19,9

6,93xH+27,5 36,21 40,37 44,52

- 6,93xH+62,6 6,93xH+62,6 6,93xH+62,6

1000 1650 7,86xH+42,7 7,86xH+34,1 800 1450

2960 6,85xH+38,2 6,85xH+30,0 EJV 35-3-3

600 1250 2650

3460 1,428H 4480

5,72xH+35,1 5,72xH+27,3

57 H < 6200mm 58 7900mm ≤ H < 9100mm (M = 10092mm) 59 9100mm ≤ H ≤ 9500mm (M = 11131mm)

82

Basic Specifications KONE ECO (E3C/E3H) Escalator Escalator level information Product range Inclination 300 or 350 Maximum rise 6,0m with 300 / 350 and 15m with 300-3-3 Operational environment Indoor, semi-outdoor or outdoor Step width (W1) 600mm, 800mm or 1.000mm Balustrade type Glass or with handrail lighting Balustrade height 1.000mm or 1.100mm Speed 0,5m/s 0,2m/s stand by speed (optional)

Reaction Force (KN)60 Type W1 W6 AA BB CC FF R1 R2 Rm

1000 1560 8,66xH+31,3 8,66xH+25,3 800 1360 7,62xH+28,5 7,62xH+22,5

E3C 30-2-2 E3H 30-2-2

600 1160

2194 2469 1,732H 4150 6,58xH+25,7 6,58xH+19,7

1000 1560 7,28xH+31,3 7,28xH+25,3 800 1360 6,43xH+28,6 6,43xH+22,6

E3C 35-2-2 E3H 35-2-2

600 1160

2136 2439 1,428H 3850 5,57xH+25,8 5,57xH+19,8

1000 1560

9,36xH+41,261 8,30xH-3,962 8,58xH-10,063 8,66xH-15,264 8,52xH-18,765

9,36xH+33,2 -1,2xH+37,9 -0,96xH+41,0 -0,78xH+44,2 -1,02xH+50,5

- 12,45xH+30,6 11,60xH+35,4 11,32xH+37,5 11,76xH+34,3

800 1360

8,31xH+37,966 7,58xH-8,067 7,58xH-12,068 7,64xH-16,569

8,31xH+29,9 -1,08xH+37,6 -1,10xH+41,9 -1,02xH+45,5

- 10,64xH+29,1 10,70xH+28,4 10,48xH+29,9

E3C 30-3-3 E3H 30-3-3

600 1160

2594 3002 1,732H 4550

7,28xH+34,570 6,6xH-6,0071 6,78xH-10,972 6,76xH-14,473

7,28xH+26,5 -1,20xH+34,1 -1,00xH+36,5 -1,04xH+40,6

- 9,60xH+23,1 9,08xH+26,5 9,16xH+25,9

60 If H > 8680mm please consult KONE 61

H ≤ 5550mm 62

5550mm < H ≤ 5820mm (M = 7429mm) 63

5820mm < H < 6780mm (M = 8252mm) 64

6780mm ≤ H < 7730mm (M = 9075mm) 65

7730mm ≤ H < 8680mm (M = 9898mm) 66

H ≤ 6050mm 67

6050mm < H < 6780mm (M = 8252mm) 68

6780mm ≤ H < 7730mm (M = 9075mm) 69

7730mm ≤ H < 8680mm (M = 9898mm) 70

H ≤ 6580mm 71

6580mm < H < 6780mm (M = 8252mm) 72

6780mm ≤ H < 7730mm (M = 9075mm) 73

7730mm ≤ H < 8680mm (M = 9898mm)

83

Basic Specifications KONE Transitmaster (E3X) Escalator Escalator level information Product range Inclination 27,30, 300 or 350 Maximum rise 6m with 350, 18m Operational environment Indoor, semi-outdoor or outdoor Step width (W1) 600mm, 800mm or 1.000mm Balustrade type Glass or with handrail lighting, stainless steel Balustrade height 1.000mm or 1.100mm Speed 0,5m/s, 0,65m/s or 0,75m/s 0,2m/s stand by speed (optional)

Reaction Force (KN) Type W1 W6 AA BB CC FF R1 R2 Rm

74 1000 1620 5,6xL+13 5,6xL+5 800 1420 5xL+13 5xL+5

E3X 35-2-2 E3X 35-3-375

600 1220

2275 2675

2360 2760

1,428H 3800 4200

4,3xL+13 4,3xL+5 1000 1620 5,5xL+13 5,5xL+5 800 1420 4,9xL+13 4,9xL+5

E3X 30-2-2 E3X 30-3-376

600 1220

2160 2560

2355 2755

1,7321H 4100 4500

4,2xL+13 4,2xL+5 1000 1620 5,5xL+13 5,5xL+5 800 1420 4,8xL+13 4,8xL+5

E3X 27,3-2-2 E3X 27,3-3-377

600 1220

2125 2525

2330 2730

1,9375H 4350 4750

4,2xL+13 4,2xL+5 1000 1620 5,5xL+13 5,5xL+5 800 1420 4,9xL+13 4,9xL+5

E3X 30-2-2 E3X 30-3-378

600 1220

2410 2810

2650 3050

1,7321H 4550 4950

4,2xL+13 4,2xL+5 1000 1620 5,5xL+13 5,5xL+5 800 1420 4,8xL+13 4,8xL+5

E3X 27,3-2-2 E3X 27,3-3-379

600 1220

2350 2750

2590 2990

1,9375H 4600 5000

4,2xL+13 4,2xL+5 1000 1620 5,5xL+13 5,5xL+5 E3X 30-3-3

E3X 30-4-480 800 1420 2940 3340

3650 4050

1,7321H 5000 5400 4,9xL+13 4,9xL+5

1000 1620 5,5xL+13 5,5xL+5 E3X 27,3-3-3 E3X 27,3-4-481 800 1420

2860 3260

3540 3940

1,9375H 5100 5500 4,9xL+13 4,9xL+5

For more info please

consult KONE Hellas

74 If L ≥ 15350mm (radius 1.5/1.0) L ≥ 17100mm (radius 2.7/2.0) (2nd center support if L ≥ 27000mm) 75 Radius 1.5/1.0 76 Radius 1.5/1.0 77 Radius 1.5/1.0 78 Radius 2.7/2.0 79 Radius 2.7/2.0 80 Radius 3.6/2.0 81 Radius 3.6/2.0

85

Basic Specifications KONE Travelmaster (RJV) Moving walk Moving walk level information Product range Inclination 100, 110 or 120 Minimum rise 2.0m Maximum rise 6.0m Number of level pallets (u/l) 1/0, 1/1, 2/0, 2/1 and 2/2 Operational environment Indoor, semi-outdoor or outdoor Pallet width 800mm or 1.000mm Balustrade type Glass Balustrade height 1.000mm Speed 0,5m/s 0,2m/s stand by speed (optional)

Reaction Force (KN) Type A C KU G KO a Ft Fb Fm

1000 1560 29,78xH+33,3382 11,77xH+22,0083

29,78xH++20,73 11,77xH+9,40

- 36,07xH+22,70 RJV 10-1-0

800 1360 905 6730

26,82xH+31,50 10,56xH+21,26

26,82xH+18,9 10,56xH+8,66

- 32,50xH+20,44

1000 1560 29,77xH+44,07 11,76xH+26,27

29,77xH+31,47 11,76xH+13,67

- 36,06xH+35,72 RJV 10-1-1

800 1360 2946 8770

2666

26,83xH+41,13 10,56xH+25,06

26,83xH+28,53 10,56xH+12,46

- 32,50xH+32,14

1000 1560 29,78xH+36,74 11,77xH+23,35

29,78xH+24,14 11,77xH+10,75

- 36,07xH+26,83 RJV 10-2-0

800 1360 905 6730

29,50xH+29,21 10,56xH+22,47

29,5xH+16,61 10,56xH+9,87

- 32,50xH+24,17

1000 1560 29,74xH+47,54 11,77xH+27,58

29,74xH+34,94 11,77xH+14,98

- 36,06xH+39,84 RJV 10-2-1

800 1360 2946 8770

26,83xH+44,20 10,56xH+26,27

26,83xH+31,60 10,56xH+13,67

- 32,49xH+35,89

1000 1560 29,70xH+49,93 11,76xH+28,53

29,70xH+37,33 11,76xH+15,93

- 36,07xH+42,61 RJV 10-2-2

800 1360 3386 9210

3315

5,671H

26,90xH+46,14 10,56xH+27,09

26,90xH+33,54 10,56xH+14,49

- 32,50xH+38,38

82 L < 18700mm 83

18700mm ≤ L < 33500mm (T = L/2) & for L ≥ 33500mm please consult KONE

86

Reaction Force (KN) Type A C KU G KO a

Ft Fb Fm 1000 1560

27,01xH+31,7084 10,68xH+21,3485

27,01xH+19,10 10,68xH+8,74

- 32,73xH+20,68 RJV 11-1-0

800 1360 827 6150

24,33xH+30,02 9,58xH+20,68

24,33xH+17,42 9,58xH+8,08

- 29,48xH+18,67

1000 1560 27,00xH+41,48 10,68xH+25,20

27,00xH+28,88 10,68xH+12,60

- 32,72xH+32,54 RJV 11-1-1

800 1360 2685 8010

2430

24,32xH+38,83 9,59xH+24,10

24,32xH+26,23 9,59xH+11,50

- 29,48xH+29,31

1000 1560 27,00xH+34,82 10,68xH+22,57

27,00xH+22,22 10,68xH+9,97

- 32,73xH+24,44 RJV 11-2-0

800 1360 827 6150

24,32xH+32,83 9,59xH+21,74

24,32xH+20,23 9,59xH+9,14

- 29,48xH+22,05

1000 1560 27,02xH+44,53 10,67xH+26,46

27,02xH+31,93 10,67xH+13,86

- 32,72xH+36,29 RJV 11-2-1

800 1360 2685 8010

24,32xH+41,62 9,59xH+25,20

24,32xH+29,02 9,59xH+12,60

- 29,48xH+32,69

1000 1560 27,02xH+46,63 10,67xH+27,29

27,02xH+34,03 10,67xH+14,69

- 32,73xH+38,80 RJV 11-2-2

800 1360 3085 8410

3020

5,145H

24,32xH+43,51 9,59xH+25,95

24,32xH+30,91 9,59xH+13.35

- 29,49xH+34.95

1000 1560 24,70xH+30,33 9,76xH+20,83

24,7xH+17,73 9,76xH+8,23

- 29,92xH+19,07 RJV 12-1-0

800 1360 763 5670

22,26xH+28,76 8,77xH+20,15

22,26xH+16,16 8,77xH+7,55

- 26,96xH+17,17

1000 1560 24,70xH+39,28 9,77xH+24,32

24,70xH+26,68 9,77xH+11,72

- 29,92xH+29,91 RJV 12-1-1

800 1360 2467 7380

2233

22,26xH+36,82 8,77xH+23,33

22,26xH+24,22 8,77xH+10,73

- 26,96xH+26,93

1000 1560 24,70xH+33,18 9,77xH+21,91

24,70xH+20,58 9,77xH+9,31

- 29,92xH+22,52 RJV 12-2-0

800 1360 763 5670

22,26xH+31,32 8,76xH+21,20

22,26xH+18,72 8,76xH+8,60

- 26,96xH+20,27

1000 1560 24,72xH+42,08 9,76xH+25,49

24,72xH+29,48 9,76xH+12,89

- 29,93xH+33,31 RJV 12-2-1

800 1360 2467 7380

22,26xH+39,38 8,76xH+24,38

22,26xH+26,78 8,76xH+11,78

- 26,95xH+30,08

1000 1560 24,70xH+44,06 9,77xH+26,21

24,70xH+31,46 9,77xH+13,61

- 26,93xH+35,65 RJV 12-2-2

800 1360 2835 7750

2775

4,705H

22,26xH+41,12 8,76xH+25,06

22,26xH+28,52 8,76xH+12,46

- 26,96xH+32,14

84 L < 18700mm 85 18700mm ≤ L < 33500mm (T = L/2) & for L ≥ 33500mm please consult KONE

87

Basic Specifications KONE ECO (R3C) Moving walk Moving walk level information Product range Inclination 100, 110 or 120 Minimum rise 1.0m Maximum rise 10.0m Number of level pallets (u/l) 1/0, 1/1, 2/0, 2/1 and 2/2 Operational environment Indoor, semi-outdoor or outdoor Pallet width 800mm or 1.000mm Balustrade type Glass Balustrade height 1.000mm or 1100mm (optional) Speed 0,5m/s 0,2m/s stand by speed (optional)

Reaction Force (KN) Type A C KU G KO a Ft Fb Fm

1000 1600 30,19xH+26,2186 12,00xH+19,0087

30,00xH+19,85 12,00xH-1,00

- 36,00xH+22,00 R3C 10-1-0

800 1400 883 7250

26,01xH+19,97 10,00xH+20,01

24,00xH+20,00 10,00xH+1,01

- 32,00xH+20,01

1000 1600 30,20xH+36,98 12,00xH+23,29

30,02xH+30,53 12,00xH+3,29

- 36,00xH+34,86 R3C 10-1-1

800 1400 2910 9245

2313

26,01xH+29,25 10,00xH+23,58

24,00xH+28,58 10,00xH+4,58

- 32,01xH+31,41

1000 1600 30,19xH+29,66 12,00xH+20,37

30,02+23,23 12,00xH+0,37

- 36,00xH+26,10 R3C 10-2-0

800 1400 883 7250

26,01xH+22,94 10,00xH+21,15

24,02xH+22,69 10,00xH+2,15

- 32,00xH+23,66

1000 1600 30,18xH+40,47 12,00xH+24,66

30,02xH+33,95 12,00xH+4,66

- 36,00xH+38,97 R3C 10-2-1

800 1400 2910 9245

26,00xH+32,26 10,00xH+24,73

24,02xH+31,27 10,00xH+5,73

- 32,00xH+35,10

1000 1600 30,18xH+42,80 12,00xH+25,58

30,02xH+36,27 12,00xH+5,58

- 36,00xH+41,75 R3C 10-2-2

800 1400 3348 9678

2960

5,671H

26,00xH+34,27 10,00xH+25,49

24,00xH+33,17 10,00xH++6,49

- 32,00xH+37,56

1000 1600 26,00xH+21,99 10,00xH+21,99

26,00xH+16,99 10,00xH+1,99

- 32,00xH+23,00 R3C 11-1-0

800 1400 827 6600

24,00xH+18,00 10,00xH+15,00

22,00xH+18,00 8,00xH+5,00

- 28,00xH+23,00

1000 1600 26,00xH+26,83 10,00xH+23,86

26,00xH+21,83 10,00xH+3,86

- 32,00xH+28,96 R3C 11-1-1

800 1400 2685 8440

2130

24,00xH+22,47 10,00xH+16,86

22,00xH+22,10 8,00xH+6,50

- 28,00xH+28,21

1000 1600 26,00xH+24,97 10,00xH+23,14

26,00xH+19,97 10,00xH+3,14

- 32,00xH+26,67 R3C 11-2-0

800 1400 827 6600

24,00xH+20,75 10,00xH+16,14

22,00xH+20,52 8,00xH+5,93

- 28,00xH+26,21

1000 1600 26,00xH+34,36 10,00xH+26,75

26,00xH+29,36 10,0xH+6,75

- 32,00xH+38,22 R3C 11 2-1

800 1400 2685 8440

24,00xH+29,42 10,00xH+19,75

22,00xH+28,47 8,00xH+8,82

- 28,00xH+36,32

1000 1600 26,00xH+36,38 10,00xH+27,53

26,00xH+31,38 10,00xH+7,53

- 32,00xH+40,71 R3C 11-2-2

800 1400 3085 8840

2720

5,145H

24,00xH+31,29 10,00xH+20,53

22,00xH+30,18 8,00xH+9,44

- 28,00xH+38,49

86 L < 21000mm 87 21000mm ≤ L < 34000mm (T = L/2) & for L ≥ 34000mm please consult KONE

88

Reaction Force (KN) Type A C KU G KO a

Ft Fb Fm 1000 1600

23,80xH+20,51 10,00xH+18,00

23,80xH+15,00 10,00xH-3,00

- 30,00xH+19,02 R3C 12-1-0

800 1400 781 6100

20,00xH+19,20 7,85xH+17,96

10,00xH+23,70 7,85xH+0,04

- 23,80xH+22,95

1000 1600 23,80xH+29,20 10,00xH+21,65

23,80xH+23,70 10,00xH+0,65

- 30,00xH+29,96 R3C 12-1-1

800 1400 2498 7820

1979

20,00xH+26,50 7,85xH+20,82

20,00xH+21,00 7,85xH+2,82

- 23,80xH+31,64

1000 1600 23,80xH+23,24 10,00xH+19,16

23,80xH+17,74 10,00xH-1,84

- 30,00xH+22,47 R3C 12-2-0

800 1400 781 6100

20,00xH+21,50 7,85xH+18,86

20,00xH+16,00 7,85xH++0,86

- 23,80xH+25,69

1000 1600 23,80xH+31,93 10,00xH+22,80

23,80xH+26,43 10,00xH+1,80

- 30,00xH+33,41 R3C 12-2-1

800 1400 2498 7820

20,00xH+28,80 7,85xH+21,73

20,00xH+23,30 7,85xH+3,73

- 23,80xH+34,38

1000 1600 23,8xH+33,79 10,00xH+23,58

23,80xH+28,29 10,00xH+2,58

- 30,00xH+35,75 R3C 12-2-2

800 1400 2865 8180

2520

4,705H

20,00xH+30,37 7,85xH+22,34

20,00xH+24,87 7,85xH+4,34

- 23,80xH+36,23

90

Approvals and Versions History Issue Date Description of change

2.6 10-03-2009 First Issue 2.7 29-10-2009 Introduction added

Traffic analysis added EN81-1: 1998 Standard summary improved & updated EN81-73: 2005 Standard summary added EN81-58: 2003 Standard summary added IEC529 & DIN40050 summary added MonoSpace Standard technical information added MonoSpace Special technical information added MiniSpace chapter added TranSys and Vehicle elevators technical information added Power Feeder Data information updated & expanded EN115-1: 2008 Standard summary added

2.8 EN81-1: 1998 Standard summary improved & updated EN81-71: 2005 Standard summary added EN81-58: 2003 Standard summary improved & updated VDI4707: 2008 Guideline added Approvals & Versions History table added

KONE Corporation www.kone.com This publication is for general information purposes only and we reserve the right at any time to alter the product design and specifications. No statement contained in this publication shall be construed as a warranty or condition, express or implied, as to any product, its fitness for any particular purpose, merchantability, quality or shall be interpreted as a term or condition of any purchase agreement for the products or services contained in this publication. Minor differences between printed and actual colours may exist. KONE®, Dedicated to People Flow™, KONE MonoSpace®, KONE MiniSpace™, KONE EcoDisc®, KONE Alta™, KONE MaxiSpace™, KONE InnoTrack™, KONE EcoMaster™, KONE Moving Media™, are trademarks or registered trademarks of KONE Corporation. Copyright©2010 KONE Corporation.

KONE provides innovative and eco-efficient

solutions for elevators, escalators and

automatic building doors. We support our

customers every step of the way; from design

manufacturing and installation to maintenance

and modernization. KONE is a global leader in

helping our customers manage the smooth

flow of people and goods throughout their

buildings.

Our commitment to customers is present in all

KONE solutions. This makes us a reliable

partner throughout the life-cycle of the

building. We challenge the conventional

wisdom of the industry. We are fast, flexible,

and we have a well deserved reputation as a

technology leader, with such innovations as

KONE MonoSpace®, KONE MaxiSpace™,

and KONE InnoTrack™. You can experience

these innovations in architectural landmarks

such as the Trump Tower in Chicago, the 30 St

Mary Axe building in London, the Schiphol

Airport in Amsterdam and the Beijing

National Grand Theatre in China.

KONE employs over 34,000 dedicated experts

to serve you globally and locally in over 50

countries.

Elevators and Escalators Design Guideline Release 2.8

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