MANAR ALOMRAN

7/30/2019 MANAR ALOMRAN

http://slidepdf.com/reader/full/manar-alomran 1/23

Part No. Part Name Part No. Part Name

1 Ply Wood (Sheeting) 5 Vertical standard

2 Secondary H20 beam 6 ledger

3 Primary H20 beam 7 Adjustable base jack

4 Adjustable U-head jack 8 Nail

M-Cuplock System (FALSE- WORK)

Primary H20 Beams and Secondary H20 Beams

Sketches Applications

1

2

4

5

6

3

8

7

H20

Nail





2 Secondary timber beam 6 ledger

3 Primary H20 beam 7 Adjustable base jack

4 Adjustable U-head jack

-Cuplock System (FALSE WORK)


Primary H20 Beams and Secondary Timber Beams

1

2

4

5

6

3

7






3 Primary timber beam 7 Adjustable base jack


M-Cuplock System (FALSE WORK)

Sketches Application

Primary timber Beams and Secondary Timber Beams

1

2

4

5

6

3

7





2 Secondary aluminum beam 6 ledger

3 Primary aluminum beam 7 Adjustable base jack




Primary Aluminum and Secondary Aluminum Beam

1

2

4

5

6

3

7






3 Primary aluminum beam 7 Adjustable base jack




Primary Aluminum Beam and Secondary Timber Beam

1

2

4

5

6

3

7




Round Spigot

Sketches Applicatio

Round spigot




1 Beam bracket 2 Double cantilever


M-Cuplock with Double Beam Bracket and Beam Bracket


12

Beams



`


Main Features

Ply wood

condary H20 Beam

Primary H20 Beam

Adjustable U-Head

Standard

Ledger

djustable Base Jack

Nail

H20

Upper cup

Lower cup



Grade 37 Grade 44

Code Code Length(L) Weight

1000mm

1500mm

2000mm

2500mm

3000mm

Grade 37 Grade 44


1000mm

1500mm

2000mm

2500mm

3000mm

M-Cuplock System (FALSE - WORK)

Standard Component

M-Cuplock Standard

420mm

500mm

80mm

500mm

500mm

500mm

500mm

D 48.3mm-TH 3mm- Grade 44 and Grade 37

Vertical StandardsThere are five basic sizes of Vertical Standards within range shown inthe previous table.Vertical Standards are manufactured from 48.3 mm O.D. tube. TheseStandards are used in conjunction together to achieve the height of theformwork support by internal spigots which are provided at the top of each Standard to make vertical connections.

Verticals incorporate lower fixed cups set 500mm intervals.Captive rotating cups secure up to 4 components.The lowest bottom cup joint is 80mm from the base of the vertical togive the system improved structural strength.

L (mm)

D 48.3mm-TH 3.2mm- Grade 44 and Grade 37



``1

Code Length

(L)

Eff. Length

(Le)

Weight

600mm 551.7mm

850mm 801.7mm

900mm 851.7mm

1000mm 951.7mm

1200mm 1151.7mm1250mm 1201.7mm

1600mm 1551.7mm

1800mm 1751.7mm

2500mm 2451.7mm

-Cuplock System (FALSE - WORK)

Standard Components

M-Cuplock ledger

LedgersM-CUPLOCK Ledgers are used as the main horizontal connecting members for the MCUPLOCK support system.

The Ledgers are manufactured from 48.3 mm O.D. tube with forged steel blades endwhich locate into bottom cups of the Standards and are locked in place by thecorresponding top cups.Ledgers are available in various lengths to provide the desired grid dimension whenused with M-CUPLOCK Standards for formwork support.

L (mm)

Le(mm)

Forged steel

blades ends



Code Length(L) Weight

660mm

760mm

860mm

Code Length (L) Weight

660mm

760mm

860mm


660mm760mm

860mm

M-Cuplock System ( FALSE - WORK)

M- Adjustable Base jack Hollow Type A

M- Adjustable Base jack Solid

Accessories Compon

M- Adjustable Base jack Hollow Type B

ɸ34mm

L (m

ɸ 13 mm

ɸ 38/4 mm

ɸ 9 mm

Adjustable Base jack The M-CUPLOCK Adjustable Base provides adjustment for the baseStandard. It fits directly into the Standard. Adjustable Base jack ismade up of steel plate, screw jack and steel handle

150mm 150mm

Steel Plate



Adjustable U-head jackhe U-Heads are inserted into the top of the vertical standardsdjustable U-Head is made up of a “U” shape steel plate, screw jacknd steel handle


660mm

760mm

860mm

Code Length (L) Weight

660mm

760mm

860mm

M- Adjustable U-head Jack Solid

M- Adjustable U-Head Jack Hollow


Accessories Component

L (mm)

ɸ 38/4 mm

ɸ34mm

150m

ɸ6mm

170mm

90mm




660mm

760mm

860mm


660mm

760mm

860mm

Code Length L Weight

150mm

M-Cuplock System ( FALSE - WORK)

M- Adjustable Universal Jack Hollow

M- Base Plate

M- Adjustable Universal Jack Solid

Accessories Compone

150mm150mm

L (mm)

ɸ34mm

ɸ 38/4 mm

L (mm)ɸ14 mm

Base Platehe M-CUPLOCK Base plate providing a flat bearing

urface for distributing applying load.

Φ 25mm

Flat Beari




295mm

Code Length Weight150mm


M - Spigots

Square Tube Spigot

Round Tube Spigot

Accessories Components

ɸ 41 mm

ɸ 16 mm

Bolt M9.9*76mm

L (mm)

1 1 5 m m

Square 30*30 mm

L (mm)

Spigoto joint one standard to another coaxially. Bolt placedansversely through the spigot and the standard to prevent

he spigot and from pulling out of the tube.

1 1 5 m m

Bolt M14*80mm

Spigot with two holes Spigot with one

ɸ 35 mm




M- Beam Bracket

M- Cantilever Frame

1000mm

1500mm

1200mm

Accessories Compon

ɸ40mm

1500mm

Beam bracketTo shutter internal beams with needed dimension andtransfer the applied load by locating on to slab supportvertical standard.

Cantilever frameor supporting the formwork beyond the externaleriphery of the slab. The frames have blade ends

for locating in the cup joint with lifting 1.50m & acceptdjustable jacks in three positions of 1.2m,1.25m,1.30m.

1250mm

1300mm



.

Code Length (A/B) Weight700/390

700/600


M- Double cantilever

Accessories Compon

A(mm)

B(mm)

Double cantileverTo shutter outer beams with needed dimension and transfer

the applied load by locating on to slab support vertical

standard

1000mm




2450mm

2900mm

3900mm

4900mm

5900mm


Accessories Compone

H20 Beam

H20 Beam

The H20 formwork timber beam is a solid I-beam used for concrete formwork construction.The height of beam is 200mm and available in different standardlengthsThe webs made of 3 ply laminated solid wood panels ensuringhigh carrying capacity for continuous use in all climate zone.The chords are made of superior quality smoothly surfaced andslightly chamfered.

H20 beams properties:

Technical Specifications1-Permissible modulus M (t.m)=0.502- Permissible shear forceQ (t)=1.103- Section modulus (z) = 461 cm

3

4- Geometrical moment oh inertia (I) = 4613 cm4



Light Heavy


1000mm

2000mm

3000mm

4000mm

5000mm

Aluminum Beam

Wood 42*40 mm


Accessories Componen

L (mm)

1

Li ht aluminum Heav aluminum

80mm

M-Aluminum BeamM-Aluminum beams combine the benefits of strength, lightness and ease handlingwith consistency, versatility and exceptional durability. M-Aluminum beamsmanufactured from high grade alloy (ALLOY 6082). Available in two standardsections.

M-Aluminum beams properties:1- Light section 2- Heavy section

Technical Specifications Technical Specifications1-Permissible modulus (M)=0.77(t.m) 1-Permissible modulus M =0.86(t.m)

2-Permissible shear force (t) =4.70 KN 2-Permissible shear force (t) =4.00 KN3- Section modulus (z) =51.7 cm

33- Section modulus (z) =57.98 cm

3

4- Geometrical moment oh inertia (I) =389.7 cm44- Geometrical moment oh inertia (I) =469.66 cm

4




Accessories Component

Couplers

Right angle coupler forged Right angle coupler

Swivel coupler forged Swivel coupler pressed

Size: 42mm&48

Min Slip Load: 15KN

Min Distortion Load: 30KN

Size: 42mm

Min Slip Load 8KN


Size: 48mm

Min Slip Load 8.5KN


Size: 48mm

Min Slip Load: 10KN





Technical data

-These graphs give Maximum permissible Load for the adjustable jack which are

erected plumb and loaded concentrically by main beam- These graphs shown the max extension length of adjustable jacks as following:-

Maximum permissible loading on adjustable jack depends on jack extension (A)the following graphs shown the max Maximum permissible load on the adjustable jack solid and th

adjustable jack hollow according to (ECP 205-2001)

The distance (B) at least 1/3 (A)

B ≥ 1/3 A



˂


Technical data

Unbraced length

Maximum permissible loading on cuplock standard Maximum permissible loading oncuplock standard dependsonTheunbraced of standard (Lift distance) and the maximum bay

size. the following graphs shown the max Maximum permissible load on the cuplock standard with different steel grades and wall thickness of tubes according to (ECP 2052001)




Technical data

-These graphs give Maximum permissible Load for internal Standards which are erected plumb,

loaded concentrically and effectively braced in the major directions.

-For external Standards reduce Working Load Limits by 15%.




1 Sheeting



1

Primary and Secondary Beams With Sheeting

Documents

MANAR ALOMRAN