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MAX DECK

Slab Formwork System

WWW.MAXFORMWORK.COM

UNIMAX INTERNATIONAL(An ISO 9001:2008 Certified Company)

INNOVATIVE DESIGN

ASSURING QUALITY

EXCELLENT SERVICE

UNIMAX INTERNATIONAL

Contents

3 Company Milestones, 4 About us, 5 Introduction of Max Aluminium, 6 System Advantages, 9 Technical Competency and

Design Solution, 11 Manufacturing Capacity, 11 Process Manufacturing, 13 List of Components, 16 Support at site, 17 Setting

Process 19 Installation setup, 20 Deshuttering Process, 21 Project references

MAX GROUP OF COMPANIES

MAX INDUSTRIES

MACO OVERSEAS

UNIMAX SCAFFOLDING

MAX SCAFFOLDING SYSTEM

www.maxformwork.com

We embarked on a Mission Journey 26 years ago in 1989 with a vision to provide the best of the global technologies for Indian

Construction Industry. It may be easier to stick to the conventional construction methods, while the industry has glittered with

glorious changes the world over. We took this challenge by adopting through our innovative greener techniques to develop an

indigenous, yet affordable and viable, import substitute for the Indian Construction Industry, of course, beneficial to the urban

environment.

The Max formwork has been consistently striving to work towards the requirement of its customers while bringing the innovative

solutions with the emerging trends in the construction industry with its experienced and dedicated personnel at its R & D center.

We believe there is always an opportunity to bring automation and better system such as Robots, improvised welding system and

new technologies from other developed industrial countries. With the same vision, we are soon going to introduce Stir Fabrication

Welding Techniques to Indian Construction Industry which is being used by the Aerospace Industry globally that will set the

benchmark in India.

We also think beyond tall buildings hence considering the future of construction development which gives us a wider perspective

and fresh ideas when it comes to design the living spaces such as condos, skyscrapers, skylines and office spaces being built in major

cities around the world.

Architects and designers have given us exciting ideas which will define the way we live and the kind of living that the next generation

will experience. More importantly, as these buildings are constructed, experts should ensure that every material and every action

taken in the construction process will minimize the hazards of environmental damages. And that's where MAX Formwork has

expertise to bring the Innovative Solution at your doorstep to challenge the future of construction.

Mr. Nitin SharmaMD

Mr. Rajesh SharmaCMD

www.maxformwork.com

DELHI NCR

HYDERABAD

BENGALURU

MUMBAI

RAJASTHAN

Max Group Factories

Plant No 1 - Plot No. 1&10, Sector 7,SIDCUL, Integrated Industrial Estate Rudrapur, Uttarakhand (India)

Plant No 2 - 1291-92, HSIDC, Industrial Area, Rai, Sonepat, Haryana (India)

Plant No 3 - 1293-94, HSIDC, Industrial Area, Rai, Sonepat, Haryana (India)

Company MilestonesWe believe in kaizen, hence continuous learning helps us to adopt the best industry practices to provide best of the services to our

customers. It has been a great journey while providing State-of-the-art services to various customers while setting up standards for

the Industry with our best practices developed over a period of time.

PAN India Presence

of MAX Group

1989 Establishment of Max Group

1990 Starting of Forging and casting of scaffolding component

1993 Starting of Export of Scaffolding component to Middle East

1997 Starting of manufacturing of Steel Formwork system

2004 Establishment of hiring division of Formwork material in India

2009 Developed Max Aluminium Formwork system

2010 Establishment of Mass Aluminium Formwork Production system for monthly capacity of 20,000 Sqm

2011 Completion of First formwork order of 11,000 Sqm Aluminium Formwork system

2012 Completion of second plant for the manufacturing of different Formwork system

2014 Developed MaxDeck Formwork system

2015 Developed MaxTable Formwork system

2016 Initiated R&D on automatic climbing system

UTTARAKHAND

KOLKATA

3

www.maxformwork.com

Unimax International is an established organization in Aluminium Formwork System serving the construction industry

with updated and customized solutions which are environment friendly.

An ISO 9001:2008 certified company having two state-of-the-Art manufacturing units each in Sonepat, Haryana as well as

in Pantnagar, Uttrakhand are well supported by in-house Research & Development department.

Unimax with continuous innovations using latest technology and System, highly professional project support team

committed to provide Formwork System which is not only of high quality but also enables our client to achieve faster slab

cycles at competitive prices. We expertise in designing the Formwork system by using high end software such as Staad,

Revit and AutoCAD to meet our specific requirement. Today our satisfied clients include some of the reputed builders

Developers, Corporate and Construction Companies. As a reflection of our Quality, after sales Services and Customer

support, we have been able to retain our clients who have been awarding us with repeated orders.

4

About us

www.maxformwork.com

Introductionwww.maxformwork.com

5

Why should you

Choose Max Deck

Max Deck is hand – set panelised slab Formwork system that offers three methods of

Forming system –covering virtually any slab job in one and same system. Using the same

parts avoids assembly error. The number of Props defined by the system ensuring safety

and quick assembly.

5

6

Salient Features of MaxDeckwww.maxformwork.com

» Zero assembly error

» Fewer components makes the assembly easy

» Integrated or Separated facing

» Compensation area minimized

» Suitable for any slab height or any slab thickness

» Early stripping for fast pour cycle

» Facilitate safe Deshuttering which prevent damaging of Shuttering material as well

as structure

» Very low number of props required per Sqm. This makes it possible to use larger

sections of profile, and increase the distance between props.

» Fair finish surface does not require plaster

» Crane-independent

System Component

13

L

170

107

147

40

10023 23

L

W

L

91

Eq Eq Eq Eq

40

S170 Aluminium Primary Beam with Bracket

S170 Aluminium Primary Beam 1.896 m




Acts as the primary beam beneath the RCC slabs

Weight kg

13.42

10.08

8.08

6.07

L

1896

1396

1096

796

Aluminium Panel

Aluminium Panel 1.396 m x 0.600 m






Weight kg

12.69

9.73

10.53

7.93

8.36

6.12

L

1396

1396

1096

1096

796

796

W

600

300

600

300

600

300

www.maxformwork.com

System Component

13

L

L

6210

4S104 Aluminium Secondary Beam with Bracket

S104 Aluminium Secondary Beam 1.396 m




Acting as a secondary beam below RCC slabs near t he inner areas

Weight kg

4.38

3.49

2.60

2.02

L

1396

1096

796

600

300

150

100

28

48

150

35

100

150

150

100

150

150

Ø 14

Drop Head Weight kg

6.49 Facilitates early deshuttering of the slab formwork without disturbing the props

www.maxformwork.com

14

L

14

70

40

150

8642

15 15

3

22

Acts as the primary beam beneath the RCC beam

S150 Aluminium Beam

S150 Aluminium Beam 2.500 m





Weight kg

8.98

7.18

5.39

4.31

3.23

L

2500

2000

1500

1200

900

L

104

62

40

38

39

30

3

11 11

Acts as the secondary beam beneath the RCC slabs

S140 Aluminium Secondary Beam




Weight kg

5.84

4.38

3.49

L

2000

1500

1200

www.maxformwork.comSystem Component

16

50

50 121

3838

45

Universal Clamp

Connects the primary and the secondamrye mbers in an RCC beam formwork

Acts as a staging member below the RCC slab and the beam

L m

in -

L m

ax

45

1010

Ø 70

Ø 60

Ø 9

150

150

Ø 14

Adjustable Steel Prop

Adjustable Steel Prop Ap375

Adjustable Steel Prop AP270

Weight kg

28.06

22.05

L min

2000

1500

L max

3750

2700

Weight kg

0.43


16

L

W12

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck

MaxDeck MaxDeck MaxDeck MaxDeck

MaxDeck MaxDeck MaxDeck


MaxDeck MaxDeck MaxDeck


• 12mm Thick Birch Plywood imported from Russia.• Made from 9 nos of veneers layers glued together by using Phenol formaldehyde resin which does not react with water.

3575

1285

Tripod

Weight kg

14.50

Assembly aid MAXdeck props


Assembly Sequence

16

The marking will be done with the required span with

the maximum span upto the lenghth of the main beam

Next the Props will be placed over the markings and

kept in position with the help of the tripod

The set of props will be placed over the markings with

the help of the tripod for the specified area.

Once all the props area assembled at the location then

the main beam will be installed over the drop head

which was already placed above the prop.

www.maxformwork.com

16

After the installation of the Primary beam over the

drop head the secondary beam will be placed over the

primary beam

Once all the beams are placed then the aluminium

panels fitted with the densified ply wood will be placed

over the beams.

The panels are very light in weight which can be easily

lift by a person and place it over the beam.

The final step will the checking the plumb of the props

to ensure the surface is perfectly levelled.

www.maxformwork.comAssembly Sequence

Deshuttering Process

20

Unclamp the drophead by the steps as mentioned in

the drophead down step procedure leaving full

support to the slab through the props.

Once all the drop head have come down then remove

all the aluminium panels from the down.

Then remove all the secondary beam Then remove the primary beam leaving the props to

support the slab.

www.maxformwork.com

16

www.maxformwork.comDeshuttering Process

Engineering and Technology

• As a manufacturer, Maxformwork leads in the field of quality technology, developing and manufacturing high-qualityformwork systems such as MaxDeck. Our plants at Rudrapur (Utthrakand) and Delhi have the State of the art manufacturing facilities. Each components of MaxDeck passes through different rigours quality checks during manufacturing.

• We are pioneered in the closed hollow profile. The closed profile are much more stable and more robust in lateral torsional buckling compare to open counterpart. Above all concrete doesn’t get caught in closed profile. This improves concrete finish and reduces cleaning effort.

• MaxDeck panels are light-weight, yet sturdy. The ergonomic grip profile allows for easy handling with just one worker. Large slab areas can be assembled by hand.

• We use latest software for designing and drawing such as Staad pro, Revit and Autocad which gives real time design solution compare to old convectional designing method. We take utmost care for the safety of Formwork and structure in our designs.

• Each and every component of MaxDeck has been tested in the state of the art laboratory at IIT Chennai. All the product has been tested together as a system and individually for the better understanding of load capacity and failure pattern.

• Since MaxDeck facilitate the early Deshuttering of the Slab without disturbing the props hence we provide the detailed design calculation along with Staad models not only for the MaxDeck but also for the Deshuttering. Our designs can be verified by any of the reputed institute such as IIT or structural consultants.

• The all components of MaxDeck has been designed according to the guidelines given in ACI 347 and BS 5957.

9

www.maxformwork.com

10

Staad Model for MaxDeck

Staad Model for MaxDeck

www.maxformwork.com

Technical Competency and Design Solution

10

Design table and charts

Design table

� The values mentioned in ( ) mentiones sagging bending moment in the beam As per ACI 347, l/360 has been considered as the allowable defl ection.

0.10 25 2.50 1.50 0.50 4.50 2.00 1.50 (3.49) (0.38) 14.63 0.12 25 3.00 1.50 0.50 5.00 2.00 1.50 (3.85) (0.42) 16.14

0.14 25 3.50 1.50 0.50 5.50 2.00 1.50 (4.22) (0.46) 17.65

0.16 25 4.00 1.50 0.50 6.00 2.00 1.50 (4.59) (0.50) 19.17 0.18 25 4.50 1.50 0.50 6.50 2.00 1.50 (4.95) (0.54) 20.68 0.20 25 5.00 1.50 0.50 7.00 2.00 1.50 (5.32) (0.58) 22.20

0.22 26 5.72 1.50 0.50 7.72 2.00 1.20 (4.67) (0.40) 19.60 0.24 26 6.24 1.50 0.50 8.24 2.00 1.20 (4.97) (0.42) 20.86

0.26 26 6.76 1.50 0.50 8.76 2.00 1.20 (5.28) (0.45) 22.12

0.28 26 7.28 1.50 0.50 9.28 2.00 1.20 (5.58) (0.47) 23.38 0.30 26 7.80 2.00 0.50 10.3 1.50 1.20 (3.52) (0.53) 19.63

0.32 26 8.32 2.00 0.50 10.82 1.50 1.20 (3.70) (0.55) 20.58

0.34 26 8.84 2.00 0.50 11.34 1.50 1.20 (3.87) (0.58) 21.54 0.36 26 9.36 2.00 0.50 11.86 1.50 1.20 (4.04) (0.60) 22.49

0.38 26 9.88 2.00 0.50 12.38 1.50 0.90 (3.64) (0.34) 18.62 0.40 26 10.40 2.00 0.50 12.9 1.50 0.90 (3.79) (0.36) 19.36

0.42 26 10.92 2.00 0.50 13.42 1.50 0.90 (3.93) (0.37) 20.12

0.44 26 11.44 2.00 0.50 13.94 1.50 0.90 (4.08) (0.39) 20.87 0.46 26 11.96 2.00 0.50 14.46 1.50 0.90 (4.23) (0.40) 21.63

0.48 26 12.48 2.00 0.50 14.98 1.50 0.90 (4.38) (0.41) 22.38

Slab

0.50 26 13.00 2.00 0.50 15.5 1.50 0.90 (4.53) (0.43) 23.13

Thickness

(m)

Density of Concrete

(kN/m3)

Load due to concrete

[q](kN/m2)

Live Load[p]

(kN/m2)

Self weight of the formwork

[g](kN/m2)

Total load[q+p+g](kN/m2)

Prop spacing

[a](m)

Primary beam

spacing[b](m)

Bending moment in

primary beam(kN-m�)

Bending moment in

panel(kN-m�)

Load in props(kN)

www.maxformwork.com


10

Load Chart Diagram for S170 Beam

Load Chart Diagram for Panel

Load Chart Diagram

Weight /m G = 6.75 kg/m

2Cross-Sectional Area A = 2491.75 mm

4Moment of Inertia I = 690.36 cmXX

3Section Modulus Z = 73.04 cmXX

Radius of Gyration R = 52.64 mmXX

Weight /m G = 2.54 kg/m2Cross-Sectional Area A = 938.16 mm


3Section Modulus Z = 17.02 cm XX


Max. Defl = 4.29mm

1500

Max. Defl = 4.28mm

2000

www.maxformwork.com


1.00

2.00

3.00

4.00

5.00

6.00

Bending moment (kN-m)

Defl

ect

ion

(m

m)

0.5

4

0.0

0

0.9

9

1.4

4

2.3

4

2.7

9

3.2

4

3.6

9

4.1

4

4.5

9

5.0

4

5.4

9

5.9

4

6.3

9

6.8

4

7.2

9

1.8

9

Safe defl ection

Max.

allo

wab

le d

efl

ect

ion

Failure

Defl

ect

ion

(m

m)


0.5

4

0.0

0

0.9

9

1.4

4

2.3

4

2.7

9

1.8

9

1.00

2.00

3.00

4.00

5.00

6.00

6.00

Max.

allo

wab

le d

efl

ect

ion

FailureSafe defl ection

10



Weight / G = 2.79 kg/m2Cross-Sectional Are A = 1091.28 mm




Max. Defl = 4.63mm

1500

Weight /m G = 3.37 kg/m2Cross-Sectional Area A = 1313.46 mm




Max. Defl = 5.20mm

2000

Load Chart Diagram

www.maxformwork.com



Defl

ect

ion

(m

m)

0.3

4

0.0

0

0.6

6

0.9

9

1.3

1

1.6

4

1.9

6

2.2

9

1.00

2.00

3.00

4.00

5.00

6.00

7.00M

ax.

allo

wab

le d

efl

ect

ion



Defl

ect

ion

(m

m)

0.4

4

0.0

0

0.8

5

1.2

6

1.6

8

2.0

9

2.5

0

2.9

1

3.3

3

3.7

4

4.1

5

4.5

6

4.9

8

1.00

2.00

3.00

4.00

5.00

6.00

7.00

Max.

allo

wab

le d

efl

ect

ion


10

Load Chart Diagram

Weight /m G = 28.06 kg/m

Cross-Sectional Area A = 691.65 mm2

Moment of Inertia IXX = 41.01 cm4

Section Modulus ZXX = 11.39 cm3

Radius of Gyration RXX = 24.35 mm

Inner Pipe Ø 60 mm

Outer Pipe Ø 72mm

www.maxformwork.com


Load Chart Drawing for Props

0.0

0

28.1

9

27.9

6

26.8

0

Safe Load carrying Capacity (kN)

500

1000

1500

2000

2500

Ext

en

sio

n (

mm

)

3000

3500

4000

Safe Extension

H.O. :Plot No- 312, Pkt. G-21, Sec-7, Rohini, New-Delhi-85.(India)

Sales: +91 9810298430, +91 9717392200/01 Direct: +91 9810598450, +91 9810598430

E-mail - [email protected], [email protected]

[email protected]/[email protected]

web site - www.maxformwork.com

Works: Plot No. 1&10, Sector 7,SIDCUL, Integrated Industrial Estate Rudrapur, Uttrakhand (India)

Mob: +91 9759003519

single page max cataloge V1 26 02 16 - maxformwork.commaxformwork.com/pdf/Max Deck.pdfDELHI NCR...

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