Planning Guide for Escalators and Moving Walks_en

7/26/2019 Planning Guide for Escalators and Moving Walks_en

1/40


2/40


3/40


4/40


5/40


6/40


7/40


8/40


9/40


10/40


11/40


12/40

0.5 m/s ** 10-12

* v 0.65 m/s is recommended** In the case of moving walk operation with shopping or baggage carts


13/40


14/40


15/40


16/40


17/4017Planning Guide for Escalators and Moving Walks

Railing installed by customer

Railings Provided by the Customer

Railings are to be fitted by the customer at the

accesses to the escalators and moving walks. The

distance to the handrail of the escalator/moving

walk must be at least 80 mm. It is recommended to

provide the support for the escalator/moving walk

at least 1000 mm away from the ceiling edge, so

that the balustrade does not have to be extended.


18/40


19/40


20/4020 Planning Guide for Escalators and Moving Walks

Detailed Planning

Escalator Operation

With Shopping or Baggage Carts

For safety reasons, the transportation of shopping

and baggage carts on escalators is not allowed.

If transportation is unavoidable, moving walks must

be installed.

Additional stops for emergency situations at exit with distance between 2,0 mand 3,0 m before and after comb intersection line shall be provided.


21/40

&


22/40


23/40


24/40


25/40


26/40


27/40


28/40


29/40


30/40


31/40

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c


32/40

All dimensions in mm.Observe nationalregulations!Subject to changes.

Rise: max. 6 m at a step width of 1000 mmBalustrade: design EBalustrade height: 900/1000 mm

Inclination: 30Step width: 600/800/1000 mmStep run: 2 horizontal steps

4450+200

2275

1150+20

0

1050 120

1000

(900)

44950 kN

200

4002376

30

O

449

R2Z

R1

50 kN

886

(796)

947

2239 a = H x 1.732 =

L = H x 1.732 + 4731 = 5

2492

1050

1000

(900)

Z

175 +10 -0

ABC D

30

30

E+10

-0

300

L = 5 175+10

0

135

+5

0

h-770

h

Dl

Step width Rise Weight Support loads Transp. dimensionsA H R1 R2 Balustrade height 1000

mm mm kN kN kN h l3000 52 44 38 2740 108603500 56 47 41 2760 118504000 59 50 44 2780 12840

600 4500 62 53 47 2800 138405000 65 56 50 2820 148305500 69 58 53 2830 158306000 72 61 56 2840 168203000 55 50 45 2740 108603500 59 54 48 2760 118504000 62 57 52 2780 12840

800 4500 66 61 55 2800 138405000 69 64 58 2820 148305500 73 68 62 2830 15830

6000 76 71 65 2840 168203000 59 57 51 2740 108603500 62 61 55 2760 118504000 66 65 59 2780 12840

1000 4500 70 69 63 2800 138405000 73 73 67 2820 148305500 85 82 74 2830 158306000 89 86 79 2840 16820

Transportation dimensions

Detail Z

Gaps at joints to befilled with joint filler(by customer)

Suspension pointcentered aboveescalator axis!

Water drain foroutdoor installation

H=

5

(Hmax.)

min.

2300

min.

300

min. 3984

Power supply

Ceiling deflector

Entiresupportsurfacesmoothand level

Inlet for lighting and powercircuits centered at upperend, through front face

FFL

FFL

Step width (mm) 600 800 1000

A:Step width 600 800 1000

B:Width between handrails 758 958 1158C:Handrai l center dis tance 838 1038 1238

D:Width of escalator 1140 1340 1540

E:Width of pit 1200 1400 1600

Hmax.:Maximum rise 6000 6000 6000


33/40

1) If L > Lmax., anintermediate supportmay be required; pleaseconsult Schindler.

2) Delivery in 2 parts.


Rise: max. 8 m at a step width of 1000 mmBalustrade: design EBalustrade height: 900/1000 mm


a = H x 1.732 =

L = H x 1.732 + 5531 = 5

R2Z

50 kN

1150+20

0

1050

1000

(900)

4850+200

2675

120

2639

449

2892

449

200

886

(796)

947

4002776

30

O

R1

50 kN

1000

900)

1000

(900)

1

050

Z

175+10

-0

ABC D

30

30

E+10

-0

300

L = 5 175+10

0

135+5

0

h-770h

Dl

Step width Rise Weight Support loads Transp. dimensionsA H R1 R2 Balustrade height 1000

mm mm kN kN kN h l3000 58 48 42 2850 116103500 61 51 45 2880 125904000 65 54 48 2910 13580

600 4500 68 57 51 2930 145705000 72 60 54 2950 155705500 75 63 57 2970 165606000 78 66 60 2) 2)

3000 61 55 49 2850 116103500 65 58 53 2880 125904000 68 62 56 2910 13580

800 4500 72 65 60 2930 145705000 76 69 63 2950 155705500 82 74 68 2970 16560

6000 86 78 72

2) 2)

3000 65 62 56 2850 116103500 69 66 61 2880 125904000 73 70 65 2910 13580

1000 4500 79 76 70 2930 145705000 83 80 74 2950 155705500 90 87 79 2970 165606000 94 91 83 2) 2)


Detail Z




H=

5

(Hmax.)

min.

2300

min.

300

min. 3984

Power supply

Ceiling deflector

Entiresupportsurfacesmooth andlevel


FFL

FFL

Step width (mm) 600 800 1000


B:Width between handrails 758 958 1158

C:Handrail center distance 838 1038 1238


E:Width of pit 1200 1400 1600

Lmax.1):Limiting span length 19300 17600 16200



34/4034 Planning Guide for Escalators and Moving Walks


Rise: max.6 m at a step w idth of 1000 mmBalustrade: design EBalustrade height: 900/1000 mm

Step width:600/800/1000 mmStep run: 2 horizontal steps

R2Z

50 kN

1150+20

0

1050

1000

(900)

4250+20

0

2420

120

449 229

449

866

(776)

35

O

967

2325400

Z

50 kN

1000

(900)

10

50

a = H x 1.428 =

L = H x 1.428 + 4825 = 5

2273 2552

R1

175 +10-0

ABC D

30

30

E+10

-0

300

L = 5 175+10

0

135

+50

h-770

h

Dl

Step width Rise Weight Support loads Transp.dimensionsA H R1 R2 Balustrade height 1000

mm mm kN kN kN h l3000 49 41 35 2820 101103500 52 44 38 2850 109604000 55 46 40 2880 11820

600 4500 58 49 43 2900 126805000 60 51 45 2910 135405500 63 53 48 2930 144006000 66 56 50 2940 152703000 52 47 41 2820 101103500 55 50 44 2850 109604000 58 53 47 2880 11820

800 4500 61 56 50 2900 126805000 64 59 53 2910 135405500 67 62 56 2930 14400

6000 70 65 59 2940 152703000 55 53 47 2820 101103500 58 57 51 2850 109604000 62 60 54 2880 11820

1000 4500 65 63 58 2900 126805000 68 67 61 2910 135405500 71 70 64 2930 144006000 83 79 71 2940 15270


Detail Z




H=

5

(Hmax.)

min.

2300

min.

300

min. 3285

Power supply

Ceiling deflector



FFL

FFL

Step width (mm) 600 800 1000


B:

Wi

dth between handrai

ls 758 958 1158C:Handrail center distance 838 1038 1238


E:Width of pit 1200 1400 1600


Inclination: 35

Schindler 9300 Advanced EditionType 10 35-K


35/40

Rise: max. 13 m at a step width of 1000 mmBalustrade: design E/FBalustrade height: 900/1000 mm


100

120

100

5

m

2)2582

1) 2)

2)

1263

1000

(900)

449

(796)

886

947

400

200

2)

5

30192639

449

2579

(900)

1000

1103

1201

437

R2Z

R1Z

R3

30

0

1)

1200+20

-0

x= 5

4850+20

-0

175+10

-0

ABC D

30

30

E+10

-0

175+10

-0

300

L =

40

5

135+5

-0

h-770h

Dl

Step width Rise Weight Support loads Transp. dimensionsA H R1 R2 R3 Balustrade height 1000

mm mm kN kN kN kN h3) l3500 71 64 54 - 3170 127304000 75 67 58 - 3210 137204500 79 71 62 - 3230 14710

800 5000 86 76 67 - 3260 157005500 89 80 70 - 3280 167006000 93 83 74 - 3290 176906500 97 87 78 - 3310 186804000 79 76 66 - 3210 137205000 90 86 76 - 3260 157006000 95 48 40 87 3290 176907000 103 51 42 99 3320 19680

1000 8000 111 54 45 110 4) 4)

9000 118 56 47 121 4) 4)

10000 126 59 50 132 4) 4)

11000 143 66 57 146 4) 4)

12000 157 74 60 158 4) 4)

Step width (mm) 600 800 1000


B:Width between handrail s 758 958 1158

C:Handrail center distance 838 1038 1238


E:Width of pit 1200 1400 1600

Lmax.1):Limiting span length 19000 17300 15900



Detail Z


Suspension pointcentered aboveescalator axis!Carrying forcemin. 50 kN

Suspension pointcentered above escala-tor axis! Carrying forcemin. 50 kN


H=

5

(Hmax.)

min.2300

min.300

min. 3984

L=Hx1.732+5658=

m=0.5774(x-2639)-1523

a=Hx1.732=

Power supply

Ceiling deflector


Inlet for lighting andpower circuits centeredat upper end, throughfront face

FFL

FFL


1) If L > Lmax., anintermediate supportmay be required.Please consult Schindler.

2) With a double drive,the truss must beextended by 417 mm.

3) With a balustrade heightof 900 mm, h is reducedby 70 mm.

4) Delivery in min. 2 parts.


36/40

1) Calculated on thebasis of a deflectionof L / 750.If L > Lmax. anintermediate support

may be required;please consultSchindler.Intermediate support(R3) at a distanceof L / 2.

2) With a double drive,the truss must beextended by 417 mm.

3) Support loads for twointermediate supportson request.

4) Dimensions for balustradeheight 1000.

All dimensions in mm.

Observe nationalregulations!Subject to changes.INT = intermediate

support(s)

Rise: max. 7.5 m at a palletwidth of 1000 mmBalustrade: design E/FBalustrade height: 900/1000 mm

Inclination: 10/11/12Pallet width: 800/1000 mmHorizontal pallet run: 400 mm

1150+2

0

0

500 500500500

R23)

100,110,120

L=

539

(1030

)

930

(1050)

(1000)

900

2)18032)

510

H=

(1050)

12 0: L=(H-18.5)x4.7046+2719 2)110: L=Hx5.1446+2719 2)2)100: L=(H+18.5)x5.6713+2719

R33) R43) R13)

120

430

YX,Y

100

100 100 100 100 100

916

100=4500+20 0

H10 -10

H20 -10

+10-5

120=3900+20 0

110=4200+20 0

5uL 5mL oL

5

Z

Z

+10

0

30

Schindler

30

DEABC h4)

G

+10

0

+10

0

+10

0

+10

-5L=

400

175185

40

450

385

I

Inclination Rise Length Transp. dimensions Pallet width A = 800 Pallet width A = 1000in one part Weight (kN) Supp. loads (kN) Weight (kN) Supp. loads (kN)

H L h4) l G Gu Go R1 R2 R3 G Gu Go R1 R2 R33000 19838 2460 20420 86 39 47 40 34 92 92 42 50 44 39 108

10 4000 25509 2470 26180 104 48 56 46 41 119 111 51 60 53 47 1395000 31180 2470 31940 130 61 69 56 50 148 143 67 76 70 61 1683000 16746 2460 17380 77 34 43 36 30 78 82 37 45 40 35 91

12 4000 21450 2470 22190 93 42 51 42 36 100 99 45 54 47 41 1175000 26155 2470 27000 106 49 57 47 41 122 116 54 62 56 48 143

min. 6600 ( min. 6800)

min. 350

hmax.=2470mm

min. 350

Water

drain foroutdoorinstallation

Suspension point centeredabove movingwalk axis!Carryingforce min. 50 kN

Suspension point centeredabovemovingwalk axis!Carryingforcemin. 50 kN

Ceilingdeflector

min.

2300

min.300

Drive station

FFL

FFL

Detail Z

Detail X1 intermediate support

Detail Yfrom 2 intermediate supports upward


Gaps at jointsto be filledwith

joint filler(by customer)

Entire supportsurface smoothandlevel

Inlet for lightingandpower circuitscenteredat upperend, throughfront face

l (max. = 17000 mm)

otherwise delivery in several parts

Pallet width 800 1000

A:Pallet width 800 1000

B:Width between handrai ls 958 1158

C:Handrail center distance 1038 1238

D:Moving walk width 1340 1540

E:Width of pit 1400 1600

Lmax.1):Limiting span length 16300 15000

Hmax.:Maximum rise 9300 7500

100:H1 = Lu x 0.1763 - 1161

110:H1 = Lu x 0.1944 - 1177

120:H1 = Lu x 0.2126 - 1192

100:H1 = Lu x 0.1763 - 1096

110:H1 = Lu x 0.1944 - 1112

120:H1 = Lu x 0.2126 - 1127

100:H2 = H1 + Lm x 0.1763

110:H2 = H1 + Lm x 0.1944

120:H2 = H1 + Lm x 0.2126

2

INT

1

INT


37/40


38/40

1) For outdoor installationsa water drain shall be

provided over theentire length of theconcrete pit(by customer).

2) The support loads S1and S4 are equallydistributed over thewidth of the movingwalk, whereas the

support loads S2, S3,S5 and S6 are equallydistributed among the

supports on the leftand right side. With adouble drive, the

support load S1 shallbe increased by 5 kN.

3) Depending on project:min. 1201, max. 2400

All dimensions in mm.All loads in kN.Observe nationalregulations!Subject to changes.Please consult Schindler.

Transportation length: max. 150 mat an inclination of 0Balustrade: design PBalustrade height: 900/1000 mm

Truss in drive and tension stationsInclination: 06Pallet width: 1000/1200/1400 mm

Max. support loads2)

Pallet width(mm)

1000 1200 1400

S1 40 46 52

S2 33 38 43

S3 34 39 44

S4 33 38 43

S5 9.5 11 12.5

S6 40 40 40

Pallet width(mm)

1000 1200 1400

A:Pallet width 1000 1200 1400

B:Width betweenhandrails 1240 1440 1640

C:Handrail centerdistance

1320 1520 1720

D: Moving walk1620 1820 2020

width

E:Width of pit 1680 1880 2080

Motor rating table:values for horizontal installation

v (m/s) 0.5 0.65

A (mm) 1000 1200 1400 1000 1200 1400

Rating Maximum length (m)(kW)

1 x 5.5 50 43 39 39 34 30

1 x 7.5 69 61 54 54 47 42

1 x 11 104 91 81 81 71 63

1 x 15 130 114 101 102 89 79

2 x 11 150 150 150 150 132 117

50 kN

100

1150

54005400

E

S6

B'

825 (775)

S3

645

F

FDn x 1200

S2 S1

S6

A

BC

900(1000)

825 (775)

635

E E E

A

5400L =

5400

E E

50

200

200

825 (775)30

50

30

ABCD D

30

30

L =

1)1)

825 (775)

C'

S41150

900(1000)

3)min. 1201max. 2400 3)min. 1201max. 2400

E

30 D

A

C

900(1000)B

30 400

300

L = 135

135

150

12

5400

350400

1200

12

400

1200

900(1000)

40

E

30 D

5

C150

A

Tension station

Section F-F Detail D Detail E

Detail B(Detail B mirror-inverted)

Section A-A

Detail C(Detail C mirror-inverted)

Gap to be filled with mastic(by customer)

FFL Handrail

Balustrade

Deckings

Skirtpanel

Pallet

Lateralcladding

FFL(by customer)

Roughconcrete

Entire supportsurface smoothand level

Inlet for lighting andpower circuits centered

at drive station, throughfront face

Welding base 200 x 12(by customer)

toFFL

min.

300

Welding base (by customer)

Welded on site

For outdoor installations,feasibility must bechecked by the supplyingfactory on the basis ofclimatic conditions.

S5 = every 1.2 m

Upper edge of pallet

Gap to be closed (by customer)

Welding base 200 x 12(by customer)

Welding base200 x 12(by customer)

Welding base 200 x 12 (by customer)

Weldedon site

toFFL

FFL FFL

Suspension points centeredabove moving walk axis!Carrying force min. 50 kN

Gap to be closed (by customer)

Recommended travel direction

Drive station


39/40

The specified dimensionsare minimum dimensions;according to theconfiguration, largerdimensions might apply.(Example: L4, L5:+ 90 mm for sweep

step, rise > 17 m,country code MTRC)

Speedv = 0.50.75 m/s

Nominal rise accordingto EN 115 with

A = 1000 mm

Size 1: max. 16 mSize 2: max. 22 mSize 3: max. 30 m


Balustrade: design IBalustrade height: 1000 mmTruss: standard

Inclination: 30Step width: 800/1000 mmStep run: 2, 3, 4 horizontal steps

Step run K M L

L1 2279 2679 3079

L2 2206 2606 3006

L3 4600 5000 5400

L4 2659 3059 3459

L5 2287 2687 3087

Step width Size: 1, 2 Size: 3

A:Step width 800 1000 800 1000

B:Width between handrails 1082 1282 1082 1282

C:Handrail center distance 1162 1362 1162 1362

D:Width of escalator 1490 1690 1590 1790

E:Width of pit 1550 1750 1650 1850

Lmax.:without intermediate supports 18100 16800 18100 16800

X1,2,3 max.: with intermediate supports 15000 14000 15000 14000

Y

X,Y

Z

883

883687

Y:m1=0.5

77

x(x1-L1)-1540

m2=0.5

77x(x1+x2-L1)-15

40

X:m1=0.5

77x(x1-L1)-1600

-10

m2=

-10

m1=

10X3 =10X2 =

L4

X1 =

200

400

L1

s

s x 1.732

L3+20- 0

L2

120

1000

1190

1290

10L = H x 1.732 + (L1 + L4) =

687

L5

1014

886

332

30

10013

16

10

Z 1000

5

1350

H=

100

+20

-0

Detail Z

300

135

40

175

+10-0

-0+10

+10-0

10L =

C B A

175

30

30

D

+10- 0

E+10

-0

Detail X(1 intermediate support)

430

Detail Y(from 2 intermediate supports upward)

370

Please contact Schindler for support loads, motor ratings, transportationdimensions, and weights. Please contact Schindler for dimensions relatingto truss extensions, double drives, drive units in cages, frequencyconverters,and lighting installations. Basic design according to EN 115 with 1.5-mm

sheet-steel cladding. Please contact Schindler for other specifications.Please request detailed drawings Z, X and Y for expansion joints, seismic

specifications and wind loads respectively from Schindler. For rises> 16000, we recommend to contact the supplying factory (LW).For sizes 2 and 3, external control cabinets are required. Please contactthe supplying factory (LW) for availability and delivery dates.

Suspensionpoint centeredabove escalatoraxis!Carrying forcemin. 50 kN

Elasticgap filling

Entire supportsurface level

Inlet for lightingand power circuitscentered at upperlanding, throughfront face

left side

right side

min. 350

min. 350

Drive unit

Ceiling deflector

Power supply

Drive unit incage for sizes2 and 3

min. 3984

Water drainfor outdoorinstallation

min.2

300

min.

300

(Hmax.)

FFL

FFL


40/40

Planning Guide for Escalators and Moving Walks_en

Documents

Transcript of Planning Guide for Escalators and Moving Walks_en