SCAFFCO · 2020. 4. 7. · H20 Timber Beams Decking H20 Timber Beam The H20 beams are rounded at the end for damage protection with sealed ends and minimal cracking. The beam is robust

SCAFFCOFormwork & Scaffolding

Cuplock SystemThe Most Economical Slab Formwork and Access Scaffold System ---------------------------------- 124Steel Decking ---------------------------------------------------------------------------------------------------- 126H20 Timber Beams Decking ---------------------------------------------------------------------------------- 128Aluminum Beams Decking ------------------------------------------------------------------------------------ 130Safe Working Loads for Suppor ng Structure ------------------------------------------------------------ 134Early Striking With Cuplock System ------------------------------------------------------------------------- 142Erec on Procedure of Early Striking with Cuplock System --------------------------------------------- 144Standard and Ledger Sizes ------------------------------------------------------------------------------------- 152Components ------------------------------------------------------------------------------------------------------ 154

Ecoform SystemBest System Used for Super Heavy Duty Slab Applica on With Minimal Components ---------- 158Design Table (For H20 Timber & Aluminum S150 Griders) -------------------------------------------- 162Choice between Aluminum or Timber Decking ----------------------------------------------------------- 164Steel Props - Heavy Duty (HD) and Medium Duty (MD) ------------------------------------------------- 166Steel Props - Super Heavy Duty (SHD) ----------------------------------------------------------------------- 168Load Capacity of Decking Members - H20 Timber Beams & Aluminum Beams S150, T150 ---- 170Early Striking Head for Economical Slab Formwork------------------------------------------------------- 172Components ------------------------------------------------------------------------------------------------------ 174

Table SystemThe Fastest Slab Formwork System for Buildings and Sky Scrapers ---------------------------------- 178Components ------------------------------------------------------------------------------------------------------ 184

Load Bearing Formwork

Shorelok System (Ring Lock)The Superior Formwork System for Shoring, Load Bearing and Access Applica ons ------------ 188Shorelok Standards --------------------------------------------------------------------------------------------- 190Shorelok Ledgers and Shorelok Radial Ledgers ----------------------------------------------------------- 192Shorelok 60 Diagonal Brace ----------------------------------------------------------------------------------- 193Technical Data ---------------------------------------------------------------------------------------------------- 200Components ------------------------------------------------------------------------------------------------------ 204

Frame Shoring SystemThe Large Frame Formwork System for Shoring and Load Bearing----------------------------------- 210Primary and Secondary Decking ----------------------------------------------------------------------------- 212Components ------------------------------------------------------------------------------------------------------ 214

Horizontal Formwork

Hor

izon

tal F

orm

wor

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Cuplock SystemThe Most Economical Slab Formwork and Access Scaffold System

Cuplock System is mainly used for falsework support structures. Its high leg load and wide range of components gives the system the capacity to tackle virtually any soffit support application with a cost-effective solution.

Horizontal Formwork | Cuplock System

Cuplock System is a multi-purpose steel scaffold system suitable for providing general access and supporting vertical loads. The system’s key feature is its unique circular node point which allows up to 4 horizontals to be connected to a vertical in a single fastening action making it probably the fastest and safest system available. The comprehensive range of Cuplock System components allows it to be used for various construction applications. It can be used to create a wide range of support structures, access scaffolds, staircase towers, circular scaffolds, loading towers and mobile towers.

GS System(Steel Decking)

GS System(Timber Decking)

GS System(Aluminum Decking)

System FeaturesHigh leg load

Unique node point

Quick erection

Systemised bracing

Steel beams decking(infill beams and decking beams)

Timber beams decking (H20 timber beams, LVL beams, traditional timber)

Aluminum beams decking(S150, T150 and T225 aluminum beams)

Cuplock System is available in three decking options:

Easy to AssembleA simple locking cup at each node point on the standards enables connection of the ends of up to four members in one locking action. With all four members attaching at the same level the system is ideal for load bearing construction applications as well as conventional face scaffolding.

Versatile in UseIt is suitable for access or formwork support with an extensive range of special applications. The horizontal members can be angled to suit many different applications. The system has been used in triangular, trapezium and is ideal for curved surfaces. For formwork support, a wide number of grid variations can be created to suite differing load requirements.

Robust Design with High Safety The Cuplock System has a proven performance history on an extensive number of sites, meeting the requirements of the various statutory bodies. A comprehensive range of accessories is available to cater for safety requirements such as guardrails, mesh panels, ladder access, stair access and components to provide overhead protection. Ledgers Lift

150cm

Ledgers lift 2.0m: Up to 29kN Leg CapacityLedgers lift 1.5m: Up to 40kN Leg CapacityLedgers lift 1.0m: Up to 55kN Leg Capacity

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Cuplock System | Horizontal Formwork

Steel Decking

Decking BeamThe primary beam that is used with the drop head to form the decking system. Made from sheeted components, and available in lengths of 1.2m, 1.8m and 2.5m.

Infill BeamThe infill beams span between the decking beams to support the plywood. Made from sheeted components and available in variable lengths from 0.50m upto 1.70m.

DropheadDrophead offers the facility for early striking of the formwork. The wedge plate on the drophead can be conveniently struck so that the drophead remains in position to support the slab, but the decking beams can be dismantled & assembled on next location enabling optimum utilisation of the formwork.

Cuplock System with steel decking, is the leading formwork system for the construction of concrete floors. The system has proven its simplicity, economy and versatility for various site conditions.

Drophead

Infill Beam

Decking Beam



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H20 Timber Beams Decking

H20 Timber BeamThe H20 beams are rounded at the end for damage protection with sealed ends and minimal cracking. The beam is robust made with three-ply web of solid wood ( EN 13353 ).

H20 Product RangeLength: 190, 245, 250, 265, 275, 290, 300, 330, 360, 390, 450, 490, 590 cm, special lengths up to 12 m are possible.

The H20 beams are lightweight and easy to use. The beams are highly durable with high load bearing capacity and a surface that is covered with waterproof, environmentally friendly impregnation.

8

4

4

20

Shear force Q=11.0 kNBending Moment M=5.0 kN

x3Section Modulus S =461cm

x4Moment of Inertia I =4613 cm

2Elasticity Modulus E=10,000 N/m2Shearing Modulus G=600 N/m


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Aluminum Beams Decking

The benefits of aluminum formwork products compared with their steel and timber equivalents have had a major impact on formwork practice.

The light weight of aluminum beams which can weigh as little as one-third of their steel equivalent opens the way to greatly increased site acceptance and productivity. The corrosion resistance of aluminum ensures a long maintenance-free life, further extended by the fact that it cannot be easily cut up on site like timber beams.

The two factors of productivity and long material life combine to explain the increasing trend towards the adoption of aluminum formwork system for both small and large sites.

For soffit applications, the Cuplock System with aluminum beam S150 and T150 offer a choice of fast and economic support system with optimum performance. The beams can be combined in any permutation to produce a cost effective solution for every requirement.

The combination of aluminum beams, S150 as secondary and T150 as primary supported with Cuplock System are commonly used with best efficiency.

S-150 T-150

T-225


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Safe Working Loads for Supporting StructureSafe, Fast, and Efficient Access and Load Bearing Scaffold for all Construction Requirements

Cuplock System is suitable for support applications with 29kN leg loading when the vertical dimension between ledgers is at a maximum of 2m vertical centers. The leg load can be increased to 40kN when the maximum vertical distance between ledgers is limited to 1.5m, and 55kN leg load can be accommodated when ledgers are at 1.0m vertical centers.

The load carrying capacity of any support structure is dependent on several key factors:• Spacing between standards• Height from ground to soffit level• Required jack extension• Temporary access platforms within the structure• Ground conditions• Lift height• Deck weight and live load• Bracing

External StandardsThe loading capacities shown are based on the inner standards which are restrained in four directions. For external standards restrained in either three or two directions the safe working loads are reduced by 20%.

Diagonal BracingDiagonal braces should be fixed to the ledgers as shown, as close to the node point as possible. The maximum gap between the side of the brace and the node point should be 100 mm. The bracing should be installed immediately after the erection of each lift to ensure that all bays are properly squared up. The quantity of bracing should be calculated, but a minimum amount must always be used. This requires one complete brace from the top to the bottom lacing level, on each row of standards, one in six bays in each direction.

Whenever GS System is used for support, bracing will be necessary to provide lateral stability, overall stability, erection stability and node point stability for the effective length of standards. Installing in bracing pattern often provides sufficient bracing to cover the other cases. The design of bracing and the horizontal restraint force required to be transmitted through the braces is specified in BS 5975.

Internal standard External standard

100 mmMax.

Diagonal Bracing Pattern

2.0 mLift

1.5 mLift

29kN

1.0 mLift

1.0 mLift

SWL

40kNSWL

55kNSWL

The BS 5975 specifies a minimum lateral stability criteria equivalent to the greater of either, 2.5 % of the vertical load in standards acting horizontally at the point of application of the load, or horizontal forces from wind, erection tolerances, non-verticality, concrete pressure and other forces acting as described in the code. The SWL of couplers is 6.25kN, this being the slip capacity of the connection in tension or compression. The requirement to brace the adjustable U-heads and base jacks will be dependant in their individual extensions and the load being carried, and is detailed in the side figures. It is assumed that the standards are connected by ledgers and braced at the uppermost and lowest node points.


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Jack ExtensionA= 10 cmB= 20 cmC= 30 cmD= 40 cm

0 2010 30 5040

2

1

3

5

4

Allowable Vertical Load (kN)

Allo

wab

le H

oriz

onta

l Loa

d (k

N)

Within %2.5 of Vertical Load

D

C

B

A

0

Allowable Load in U-Head Adj. (Unbraced)

Within %2.5 of Vertical Load

0 2010 30 5040

2

1

3

5

4

Allo

wab

le H

oriz

onta

l Loa

d (k

N)

D

C

B

A

0

Allowable Vertical Load (kN)

Allowable Load in Base Jack (Unbraced)


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Cantilever Beam FrameTo provide extra support at the edge of construction, especially slab edge formwork, the cantilever beam frame can be attached directly to the verticals at the node points. The frames have blade ends for locating the cup joints and can accept jacks.

Cantilever BeamFrame

BeamBracket

Beam BracketBeam bracket eliminates full height propping to beam formwork by locating on to slab support verticals. The beam bracket distributes the load throughout the surrounding scaffold structure. Normally, Beam Brackets are used to support internal down-stand beam. The use of beam bracket with jacks accepting beam spanning from one bracket to another can avoid the need of ground based support. Thus saving all the components that would normally be needed below to transfer the beams load to the ground.

U-Head Adj.

Internal Concrete

Down-Stand Beam

The Max. SWL that can be supported by cantilever beam frame =10 kN

The Max. SWL that can be supported by beam Bracket =10 kN

External Concrete

Down-Stand Beam

CantileverFrame

Cantilever FrameThis bracket is designed for supporting cantilever edge slabs and incorporates 3 Jack locations at centres of 1.2, 1.25 and 1.3m. All jack locations can be utilised for traditional primary timbers. Frames are located in the cup joints. They are of standard tubular dimension and can be laced together if used for perimeter access on support scaffolds.


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Cuplock System is mainly used for falsework support structures. Its high leg load and wide range of components gives the system the capacity to tackle virtually any soffit support application with a cost-effective solution. For formwork support, a wide number of grid variations can be created to suit differing load requirements. The core components of the system are summarised hereafter.

5

1

2

3

4

7

6

8

9

10

8

123

Item DescriptionNo.

54

76

Base JackLedgerStandardUniversal JackDecking BeamInfill Beam

Drop Head & Socket Adapter18mm Plywood

9 Diagonal Brace (48.3mm Scaffold Tube)

10 Swivel Coupler

Double couplerSwivel coupler

Diagonal BracingBracing can be provided with tubes and couplers. The correct amount of bracing shall be calculated, however a minimum amount must always be used.


Concrete Unit Weight (Solid) = 2500 kg/m3Concrete Unit Weight (Hollow) = 2000 kg/m3Live Load = 200 kg/m2

Decking Beam Size(m)

Ledger Size(m)

Area(m)

Max. Slab Thickness (cm)Solid Slab Hollow Slab

2

2.52.52.51.82.51.82.52.51.82.51.81.22.51.81.21.81.81.22.51.81.21.21.21.81.21.21.2

1.81.61.31.81.21.61.11.01.30.91.21.80.81.11.61.00.91.30.60.81.21.11.00.60.90.80.6

4.54.03.33.23.02.92.82.52.32.32.22.22.02.01.91.81.61.61.51.41.41.31.21.11.11.00.7

27.532.041.241.445.347.550.256.060.463.166.166.172.072.875.380.990.894.698.7

103.1103.1113.2125.3140.1140.1158.7214.2

34.440.051.551.756.759.462.770.075.578.982.682.690.091.094.2

101.1113.4118.2123.3128.9128.9141.5156.7175.2175.2198.3267.8

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Early Striking with GS System

Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon

Erect and Steel Fix

Strike &

Clean

Erect and Steel Fix

3 - 4 Days Curing3 - 4 Days Curing

7 Day Cycle

Strike &

Clean

Pour Concrete

Pour Concrete

Early striking is a technique whereby the formwork is removed 3 to 4 days after pouring a slab, but the supporting structure of scaffolding or props remains undisturbed until the concrete is strong enough to support its own weight over its full span.

Concrete generally takes 28 days to attain its full constructional design strength. Most engineers will only permit the complete support to be removed after about 10 to 14 days, depending on the ambient temperature and cube strength tests.

Tests and studies show that the strength capacity of the slab at 3 days spanning the short distances between the temporary supports is certainly greater than that 10 to 14 day over its full span. Based on that fact, early striking of the decking elements while propping elements are kept undisturbed supporting the early age slab is possible. Studies further show that the expected stress in early striking slab resulting by punching shear of the drophead of the GS System is totally not critical.

Cycle of OperationsAn effective cycle depends on the equipment used, the management of labour and the careful planning of the site operation. A typical 7 days cycle would be as follows:

Tuesday: Commence erection of formworkWednesday: Continue formwork erection completing make-up with infill and commence steel fixing Thursday: Complete steel fixing and pour concrete Friday, Saturday & Sunday: Curing time for concreteMonday: Strike GS System decking elements and clean formwork for Tuesday when cycle is repeated.

This cycle will ensure minimum lost working days, as curing occurs over a weekend. If, however, this is not possible a cycle time of approximately 9 days can be achieved (3 cycles in every 4 weeks) allowing a day for initial erection.

Drophead inLower Position

Drophead in Raised Position


Multi-Story Buildings: How it works in practice?A full complement of Cuplock system (propping & decking) is used for floor A. 3 to 4 days after pouring concrete the decking elements may be struck for re-use on floor B while the support (propping elements) remains in place during the rest of the curing period. In practice it is found that supports around columns and close to walls and beams can be removed and this amounts to about 1/ 3 that are free for re-use. Therefore an approximate additional 2/ 3 of support will be required for floor B, (the ideal Cuplock System for 1 week floor cycle is one set of decking and 2 sets of propping).

3 to 4 days after pouring floor B the formwork may be removed for use on floor C. About 1/ 3 of the support from floor B is removed along with the total support for floor A which will have cured for 14 days. This cycle is repeated for further floors.

Formwork Formwork FormworkSupport 1/3 1/3 2/3 Additional Support Support1/3

Concrete Curing

3 7 14 28

20

40

60

80

100

0

Age (days)

Cru

shin

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s %

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28 d

ay s

treng

th

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Erection and Dismantling Procedure of Early Striking with GS System

Erection Procedure:A- Place adjustable base jacks at even intervals on ground.B- Put a standard onto a base jack and place two ledgers in its lower cup. The ledgers should form a 90 degree angle. Place the upper cup of the standard over the two blade ends. Do not tighten.C- Put a second standard on another base jack with the previously assembled ledger. Fix its blade end into the cup of this standard. Follow the same procedure for the third time to form a right angle.D- Complete rectangle with a fourth standard and another two ledgers. Add four ledgers to the top. Now tighten the structure fully.E- Assemble two braces diagonally and add the universal jacks and drophead on the top of the completed supporting grid.F- Add the decking beams and infill beams. Tighten joints. To assemble Cuplock System, remove the drophead from the universal jack at one end, and attach it to the beam. The finished beam complete with drophead can be raised and lowerd over the jack.


Dismantling ProcedureWhether the early striking technique is followed or not, the procedure for dismantling is the same. Decking beams and infill beams can be dismantled by striking the drophead wedge. This striking causes the beams to drop only about 115mm, which gives enough clearance for removing the infill beams.

After striking the drophead wedge the decking and infill beams can be taken away as the concrete soffit is supported and left untouched during the curing period. The beams can then be re-used for another concrete structure, needing only another set of supporting components.

Complete safety in the dismmantling procedure is ensured because decking beams and infill beams cannot fall because after striking must be removed manually.

Dismantling Procedure:Whether the early striking technique is followed or not, the procedure for dismantling is the same. Decking beams and infill beams can be dismantled by striking the drophead wedge. This striking causes the beams to drop only about 115mm, which gives enough clearance for removing the infill beams.


Complete safety in the dismantling procedure is ensured because decking beams and infill beams cannot fall; after striking it must be removed manually.

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Standard and Ledger Sizes

(S):(I):(F):(D):

SECTION MODULUSMOMENT OF INERTIASECTION AREADIAMETER

D

Scaffold Tube 48.30mm

(Ver cal c/c of Ledgers)FREE BUCKLING LENGHT (m)

0 0,5 1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 5,0

5

10

15

20

25

30

35

40

45

50

55

60

70

65

75

80

PERM

ISSI

BLE

AXIA

L LO

AD (k

N)

Permissible Axial Load for Ver cals.

Free Buckling Length

Axial Load

280

230

180

130

80

3050

100

150

250

300

200

Cuplock StandardThe standards are economical and can match any propping or access applications. Made from the highest quality steel the upper cups can be moved, while the lower cups are welded into position. Spigot joints can be attached to the holes drilled in the standards if needed. The standards are available in variable sizes.

Cuplock LedgerOnly the highest quality steel tubes are used for the ledgers. To avoid any potential damage they have identical forged ends with a minimum of projection. Ledgers are available in sizes ranging from 30 cm up to 300 cm.

Note: The above S.W.L. incorporates safety factor of 2.0.

Ledger 2.5Ledger 1.8Ledger 1.6Ledger 1.2Ledger 0.9

1.713.403.523.704.80

2.70----

1.29 (Each)----

Ledger Size (m)

Central Point Load(kN)

U.D.L(kN/m)

Two Equally Spaced Point Load(kN)

L

UDL

L

PP

L

P

3060

90

120

150

180210240250

160

130

100110

7080

300





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Wt. (kg) Code Wt. (kg) Code

Standard

13.1310.83

8.536.233.942.981.64

13.8011.50

9.206.904.612.31

FGS01P30280FGS01P30230FGS01P30180FGS01P30130FGS01P30080FGS01P30070FGS01P30030

FGS01P30300FGS01P30250FGS01P30200 FGS01P30150FGS01P30100FGS01P30050

Standard 280 cmStandard 230 cmStandard 180 cmStandard 130 cmStandard 080 cmStandard 070 cmStandard 030 cm

Standard 300 cmStandard 250 cmStandard 200 cmStandard 150 cmStandard 100 cmStandard 050 cm

Ledger 300 cmLedger 250 cmLedger 240 cmLedger 210 cmLedger 200 cmLedger 180 cmLedger 160 cmLedger 150 cmLedger 130 cmLedger 120 cmLedger 110 cmLedger 100 cmLedger 090 cmLedger 080 cmLedger 070 cmLedger 060 cmLedger 030 cm

FGS02P28300FGS02P28250FGS02P28240FGS02P28210FGS02P28200FGS02P28180FGS02P28160FGS02P28150FGS02P28130FGS02P28120FGS02P28110FGS02P28100FGS02P28090FGS02P28080FGS02P28070FGS02P28060FGS02P28030

9.648.077.766.816.505.875.244.934.303.993.673.363.042.732.422.101.16

Ledger

Finish: PaintedTube dia.: 48.3mmLedger size is defined as center to center of standards

Finish: PaintedTube dia.: 48.3mm50cm between cups (Nodes)

GS Drophead

Socket Base Adaptor (SBA)

Finish: Painted

Adaptor 30cm

Adaptor 36cm

Soket Base Adaptor

With 4 Bolts M10x30mm + Safety pinM6x40 mm Bolt & nut

5.265.22

FGS05P3020FGS05P2820

GS Drophead 20 cm (3.0)GS Drophead 20 cm (2.8)

FGS11P2815FGS11P3015FGS11P3215

1.381.411.43

SBA PaintedSBA PaintedSBA Painted

5.53

5.49

GS Drophead 20 cm (3.0)Welded with Socket BaseGS Drophead 20 cm (2.8)Welded with Socket Base

FGS05P3030SB

FGS05P2830SB

GS Drophead Welded with Socket Base

FGS11P3030FGS11P3036FGS11P3230FGS11P3236

2.652.852.712.92

Adaptor 30 cm PaintedAdaptor 36 cm PaintedAdaptor 30 cm PaintedAdaptor 36 cm Painted

Universal JackWith Tow Nuts

Finish: Painted

FGS03P25250FGS03P25200FGS03P25180FGS03P25120

22.8118.4016.7511.52

GS DB 250 cmGS DB 200 cmGS DB 180 cmGS DB 120 cm

GS IB 170 cm PaintedGS IB 150 cm PaintedGS IB 140 cm PaintedGS IB 120 cm PaintedGS IB 110 cm PaintedGS IB 100 cm PaintedGS IB 090 cm PaintedGS IB 080 cm PaintedGS IB 070 cm PaintedGS IB 060 cm PaintedGS IB 050 cm Painted

FGS15P18170FGS15P18150FGS15P18140FGS15P18120FGS15P18110FGS15P18100FGS15P18090FGS15P18080FGS15P18070FGS15P18060FGS15P18050

7.506.716.315.525.134.734.333.943.543.152.75

GS Decking Beam (DB)

GS Infill Beam (IB)

Finish: Painted

GS Spigot Connector (SC)

FSCRBP01FSCSBP01FSCSWP01FSCSWP02

0.980.680.700.84

FSCRBE01FSCSBE01FSCSWE01FSCSWE02

0.980.680.700.84

Attached to the standards with M9x75 mm bolt & nut (half threaded)

GS U-Head Adjustable (UHA)

HL

W

D/F Jack handle

Finish: Painted or electroplated

FUHA38H65P101015FUHA38H65P101715FUHA38H65P101720FUHA38H65P101920FUHA38H65P102120FUHA38H76P101015FUHA38H76P101715FUHA38H76P101720FUHA38H76P101920FUHA38H76P102120

4.595.065.916.096.274.955.426.276.456.62

FUHA38H65E101015FUHA38H65E101715FUHA38H65E101720FUHA38H65E101920FUHA38H65E102120FUHA38H76E101015FUHA38H76E101715FUHA38H76E101720FUHA38H76E101920FUHA38H76E102120

4.595.065.916.096.274.955.426.276.456.62

3060

90

120

150

180210240250

160

130

100110

7080

300

With Softy Pin - M6x40mm Bolt & Nut

Base Jack (BJ)

D/F Jack handle38mm Hollow tube

Plate 12x12cm (Without holes)

Plate 15x15cm (With holes)

FBJN38HP1265FBJN38HP1565FBJN38HP1276FBJN38HP1576

FBJN38HE1265FBJN38HE1565FBJN38HE1276FBJN38HE1576

3.163.523.513.87

3.163.523.513.87

2.512.873.19

2.512.873.19

2.512.873.19

2.512.873.19

UJ - 65 cm PaintedUJ - 76 cm PaintedUJ - 86 cm Painted

UJ - 65 cm EPUJ - 76 cm EPUJ - 86 cm EP

UJ - 65 cm Painted W/HoleUJ - 76 cm Painted W/HoleUJ - 86 cm Painted W/Hole

UJ - 65 cm EP W/HoleUJ - 76 cm EP W/HoleUJ - 86 cm EP W/Hole

FUJN38HP65FUJN38HP76FUJN38HP86

FUJN38HE65FUJN38HE76FUJN38HE86

FUJN38HP65FUJN38HP76FUJN38HP86

FUJN38HE65FUJN38HE76FUJN38HE86

Universal Jack (UJ)

UJ - TN 65 cm PaintedUJ - TN 76 cm Painted

UJ - TN 65 cm EPUJ - TN 76 cm EP

UJ - TN 65 cm Painted W/HoleUJ - TN 76 cm Painted W/Hole

UJ - TN 65 cm EP W/HoleUJ - TN 76 cm EP W/Hole

2.943.30

2.943.30

2.943.30

2.943.30

FUJN38HP65TNFUJN38HP76TN

FUJN38HE65TNFUJN38HE76TN

FUJN38HP65TNHFUJN38HP76TNH

FUJN38HE65TNHFUJN38HE76TNH

Universal jack with Two Nut (UJ - TN)

GS SC Round with Bolts - PGS SC Square with Bolts - PGS SC W/ washer - PGS SC W/ washer & Bolts - P

GS SC Round with Bolts - EPGS SC Square with Bolts - EPGS SC W/ washer - EPGS SC W/ washer & Bolts - EP



Scaffold Tube (ST) Painted

Finish: PaintedDia.:48.3 mm

Finish: PaintedDia.:48.3 mm

Scaffold Tube (ST) Black

Finish: BlackDia.:48.3 mm

ST 100 cm HDST 150 cm HDST 200 cm HDST 250 cm HDST 300 cm HDST 350 cm HDST 400 cm HDST 450 cm HDST 500 cm HDST 550 cm HDST 600 cm HD

ST 100 cm MDST 150 cm MDST 200 cm MDST 250 cm MDST 300 cm MDST 350 cm MDST 400 cm MDST 450 cm MDST 500 cm MDST 550 cm MDST 600 cm MD


FSTP30100FSTP30150FSTP30200FSTP30250FSTP30300FSTP30350FSTP30400FSTP30450FSTP30500FSTP30550FSTP30600

FSTP20100FSTP20150FSTP20200FSTP20250FSTP20300FSTP20350FSTP20400FSTP20450FSTP20500FSTP20550FSTP20600

FSTN20100FSTN20150FSTN20200FSTN20250FSTN20300FSTN20350FSTN20400FSTN20450FSTN20500FSTN20550FSTN20600

3.355.036.708.38

10.0511.7313.4115.0816.7618.4320.11

2.283.424.575.716.857.999.13

10.2711.4212.5613.70

2.283.424.575.716.857.999.13

10.2711.4212.5613.70

Plate 15x15cm (With holes)

Plate 12x12cm(Without holes)

Base Plate (BP)

3.102.83

XESUFH20XESUFHAL

UFH H20-PaintedUFH Alum-Painted

Universal Forkhead (UFH)

UniversalForkhead H20

UniversalForkhead Alum

H W L

GS Forkhead (FH)

Braced Forkhead (BFH)

Supporting Forkhead (SFH)

GS FH 48H/12 Size: 10x10x15-PaintedGS FH 48H/12 Size: 10x17x15-PaintedGS FH 48H/12 Size: 10x17x20-PaintedGS FH 48H/12 Size: 10x19x20-PaintedGS FH 48H/12 Size: 10x21x20-Painted

48.3mm Hollow tubeAttached with M9x75mmbolt & nut (half threaded)

Finish: Painted

Attached with M9x75mmbolt & nut (half threaded)

Finish: Painted

18.2715.37

FGS06P30150FGS06P30100

CBF 150cmCBF 100cm

Cantilever Beam Frame (CBF)

Cantilever Frame (CF)

CF 150cmCF 100cm

16.0514.83

FGS04P30150FGS04P30100

Finish: PaintedTube dia.: 48.3mm


Beam Bracket

Beam Bracket 150cm

Beam Bracket 100 cm

6.08

4.41

FGS07P30150

FGS07P30100


GS Guardrail Frame

GS Guardrail Frame 10.26 FGS99P001

Hop-Up Bracket

FGS09P283

FGS09P282

7.12

5.77

Hop-Up Bracket - 3 Boards

Hop-Up Bracket - 2 Boards


SFH -38-PaintedGS SFH 10x17x20 Painted

2.163.88

XESSFHFGF99006

0.771.131.221.71

BP 12x12x0.57 MD (Dia-27x2.0x100) PaintedBP 15x15x0.57 MD (Dia-27x2.0x100) PaintedBP 12x12x0.78 HD (Dia-38x3.8x100) PaintedBP 15x15x0.78 HD (Dia-38x3.8x100) Painted

FBP27HP1012FBP27HP1015FBP38HP1012FBP38HP1015

FFH48H12P101015FFH48H12P101715FFH48H12P101720FFH48H12P101920FFH48H12P102120

2.482.953.803.984.16

FBFH48H12P101015FBFH48H12P101715FBFH48H12P101720FBFH48H12P101920FBFH48H12P102120

3.423.894.744.925.10

BFH 48H/12 Size: 10x10x15-PaintedBFH 48H/12 Size: 10x17x15-PaintedBFH 48H/12 Size: 10x17x20-PaintedBFH 48H/12 Size: 10x19x20-PaintedBFH 48H/12 Size: 10x21x20-Painted

Scaffold Tube (ST) GI

Finish: GIDia.:48.3 mm

Finish: BlackDia.:48.3 mm

FSTN30100FSTN30150FSTN30200FSTN30250FSTN30300FSTN30350FSTN30400FSTN30450FSTN30500FSTN30550FSTN30600

FSTG20100FSTG20150FSTG20200FSTG20250FSTG20300FSTG20350FSTG20400FSTG20450FSTG20500FSTG20550FSTG20600



3.355.036.708.38

10.0511.7313.4115.0816.7618.4320.11

2.283.424.575.716.857.999.13

10.2711.4212.5613.70

Cupl

ock

Syst

em



H20 Timber Beam (TB)

Moment: 5.00 kN..mShear: 11kNArea: 18.87 cmE.I= 500 kNm

Finish: Varnished YellowSupports are rounded at the endfor damage protection.Web-threelayer crosswise laminated solidtimber panel.Weight: 5 kg per running meter

GS DB with Swivel Ends 233 cmGS DB with Swivel Ends 238 cmGS DB with Swivel Ends 256 cmGS DB with Swivel Ends 269 cmGS DB with Swivel Ends 320 cmGS DB with Swivel Ends 353 cm

8.488.649.209.61

11.2112.25

FGS50P28233FGS50P28238FGS50P28256FGS50P28269FGS50P28320FGS50P28353

Finish: GIDia.:48.3 mm

GS Diagonal Brace (DB) With Swivel Ends

FGS08P28060FGS08P28070FGS08P28080FGS08P28090FGS08P28100FGS08P28110FGS08P28120FGS08P28130FGS08P28150FGS08P28160FGS08P28180FGS08P28200FGS08P28210FGS08P28240FGS08P28250

4.094.404.725.035.345.665.976.296.927.237.868.498.809.74

10.06

Transom

Finish: Painted +E/P + Hot Dip GalvanizedTube dia.: 48.3mm

Finish: Painted

Transom 060 cm - 3mmTransom 070 cm - 3mmTransom 080 cm - 3mmTransom 090 cm - 3mmTransom 100 cm - 3mmTransom 110 cm - 3mmTransom 120 cm - 3mmTransom 130 cm - 3mmTransom 150 cm - 3mmTransom 160 cm - 3mmTransom 180 cm - 3mmTransom 200 cm - 3mmTransom 210 cm - 3mmTransom 240 cm - 3mmTransom 250 cm - 3mm

3.074.077.098.09

FAPP030FAPP060FAPP150FAPP180

AP 030 cm PaintedAP 060 cm PaintedAP 150 cm PaintedAP 180 cm Painted

Anchor Plate (AP)

Scaffold Couplers

DC 1.5"x1.5" (D/F)DC 2.0"x1.5" (D/F)DC 1.5"x1.5" (Pressed)

0.991.200.73

XFGCDD4848XFGCDD6048XFGCDP4848

SC 1.5"x1.5" (D/F)SC 2.0"x1.5" (D/F)SC 1.5"x1.5" (Pressed)

1.101.250.68

XFGCSD4848XFGCSD6048XFGCSP4848

Double Coupler (DC)

Swivel Coupler (SC)

H20 TB (200x80) 0125 cmH20 TB (200x80) 0145 cmH20 TB (200x80) 0165 cmH20 TB (200x80) 0180 cmH20 TB (200x80) 0225 cmH20 TB (200x80) 0245 cmH20 TB (200x80) 0265 cmH20 TB (200x80) 0290 cmH20 TB (200x80) 0295 cmH20 TB (200x80) 0330 cmH20 TB (200x80) 0360 cmH20 TB (200x80) 0390 cmH20 TB (200x80) 0450 cmH20 TB (200x80) 0490 cmH20 TB (200x80) 0590 cmH20 TB (200x80) 1190 cm

FTBH20125FTBH20145FTBH20165FTBH20180FTBH20225FTBH20245FTBH20265FTBH20290FTBH20295FTBH20330FTBH20360FTBH20390FTBH20450FTBH20490FTBH20590FTBH201190

6.257.258.259.00

11.2512.2513.2514.5014.7516.5018.0019.5022.5024.5029.5059.50

Aluminum Beam T150(Timber Size 38x38mm)

Aluminum Beam (AB) T150

Finish: Mill Finish

Moment of resistance:13.00 kN.mArea:18.87 cmInertia xx:574.3 cmInertia yy: 147.4 cmSection modulus Zxx: 75.36 cmYoung’s Modulus 69000 N/mmWeight: 5.80 kg/m (with Timber) 5.05 kg/m (without Timber)Timber Wt.=0.75 kg/m

Aluminum Beam T150 (without Timber)

FABTT050FABTT075FABTT100FABTT125FABTT150FABTT175FABTT200FABTT225FABTT250FABTT275FABTT300FABTT325FABTT350FABTT375FABTT400FABTT425FABTT450FABTT475FABTT500FABTT525FABTT550FABTT575FABTT600

FABTW050FABTW075FABTW100FABTW125FABTW150FABTW175FABTW200FABTW225FABTW250FABTW275FABTW300FABTW325FABTW350FABTW375FABTW400FABTW425FABTW450FABTW475FABTW500FABTW525FABTW550FABTW575FABTW600

2.924.375.837.298.75

10.2011.6613.1214.5816.0317.4918.9520.4121.8623.3224.7826.2427.6929.1530.6132.0733.5234.98

2.543.815.086.357.628.89

10.1611.4312.7013.9715.2416.5117.7819.0520.3221.5922.8624.1325.4026.6727.9429.2130.48

AB T-150 (150 x 80) 050 cmAB T-150 (150 x 80) 075 cmAB T-150 (150 x 80) 100 cmAB T-150 (150 x 80) 125 cmAB T-150 (150 x 80) 150 cmAB T-150 (150 x 80) 175 cmAB T-150 (150 x 80) 200 cmAB T-150 (150 x 80) 225 cmAB T-150 (150 x 80) 250 cmAB T-150 (150 x 80) 275 cmAB T-150 (150 x 80) 300 cmAB T-150 (150 x 80) 325 cmAB T-150 (150 x 80) 350 cmAB T-150 (150 x 80) 375 cmAB T-150 (150 x 80) 400 cmAB T-150 (150 x 80) 425 cmAB T-150 (150 x 80) 450 cmAB T-150 (150 x 80) 475 cmAB T-150 (150 x 80) 500 cmAB T-150 (150 x 80) 525 cmAB T-150 (150 x 80) 550 cmAB T-150 (150 x 80) 575 cmAB T-150 (150 x 80) 600 cm

AB T-150 (150 x 80) 050 cmAB T-150 (150 x 80) 075 cmAB T-150 (150 x 80) 100 cmAB T-150 (150 x 80) 125 cmAB T-150 (150 x 80) 150 cmAB T-150 (150 x 80) 175 cmAB T-150 (150 x 80) 200 cmAB T-150 (150 x 80) 225 cmAB T-150 (150 x 80) 250 cmAB T-150 (150 x 80) 275 cmAB T-150 (150 x 80) 300 cmAB T-150 (150 x 80) 325 cmAB T-150 (150 x 80) 350 cmAB T-150 (150 x 80) 375 cmAB T-150 (150 x 80) 400 cmAB T-150 (150 x 80) 425 cmAB T-150 (150 x 80) 450 cmAB T-150 (150 x 80) 475 cmAB T-150 (150 x 80) 500 cmAB T-150 (150 x 80) 525 cmAB T-150 (150 x 80) 550 cmAB T-150 (150 x 80) 575 cmAB T-150 (150 x 80) 600 cm

With Timber

Without Timber

Aluminum Beam (AB) S150

Finish: Mill Finish

moment of resistance: 6.80 kN.mArea:11.96 cmInertia xx: 356 cmInertia yy: 43.764 cmSection Modulud Zxx: 47.15 cmToung’s Modulus: 69000 N /mmWeight: 3.95 kg/m (with Timber) 3.20 kg/m (without Timber)Timber Wt.=0.75 kgf/m

Aluminum Beam S150(Timber Size 38x38mm)

Aluminum Beam S150 (without Timber)

FABST050FABST075FABST100FABST125FABST150FABST175FABST200FABST225FABST250FABST275FABST300FABST325FABST350FABST375FABST400FABST425FABST450FABST475FABST500FABST525FABST550FABST575FABST600

With Timber

FABSW050FABSW075FABSW100FABSW125FABSW150FABSW175FABSW200FABSW225FABSW250FABSW275FABSW300FABSW325FABSW350FABSW375FABSW400FABSW425FABSW450FABSW475FABSW500FABSW525FABSW550FABSW575FABSW600

AB S-150 (150 x 75) 050 cmAB S-150 (150 x 75) 075 cmAB S-150 (150 x 75) 100 cmAB S-150 (150 x 75) 125 cmAB S-150 (150 x 75) 150 cmAB S-150 (150 x 75) 175 cmAB S-150 (150 x 75) 200 cmAB S-150 (150 x 75) 225 cmAB S-150 (150 x 75) 250 cmAB S-150 (150 x 75) 275 cmAB S-150 (150 x 75) 300 cmAB S-150 (150 x 75) 325 cmAB S-150 (150 x 75) 350 cmAB S-150 (150 x 75) 375 cmAB S-150 (150 x 75) 400 cmAB S-150 (150 x 75) 425 cmAB S-150 (150 x 75) 450 cmAB S-150 (150 x 75) 475 cmAB S-150 (150 x 75) 500 cmAB S-150 (150 x 75) 525 cmAB S-150 (150 x 75) 550 cmAB S-150 (150 x 75) 575 cmAB S-150 (150 x 75) 600 cm

AB S-150 (150 x 75) 050 cmAB S-150 (150 x 75) 075 cmAB S-150 (150 x 75) 100 cmAB S-150 (150 x 75) 125 cmAB S-150 (150 x 75) 150 cmAB S-150 (150 x 75) 175 cmAB S-150 (150 x 75) 200 cmAB S-150 (150 x 75) 225 cmAB S-150 (150 x 75) 250 cmAB S-150 (150 x 75) 275 cmAB S-150 (150 x 75) 300 cmAB S-150 (150 x 75) 325 cmAB S-150 (150 x 75) 350 cmAB S-150 (150 x 75) 375 cmAB S-150 (150 x 75) 400 cmAB S-150 (150 x 75) 425 cmAB S-150 (150 x 75) 450 cmAB S-150 (150 x 75) 475 cmAB S-150 (150 x 75) 500 cmAB S-150 (150 x 75) 525 cmAB S-150 (150 x 75) 550 cmAB S-150 (150 x 75) 575 cmAB S-150 (150 x 75) 600 cm

1.952.933.904.885.856.837.808.789.75

10.7311.7012.6813.6514.6315.6016.5817.5518.5319.5020.4821.4522.4323.40

1.582.363.153.944.735.516.307.097.888.669.45

10.2411.0311.8112.6013.3914.1814.9615.7516.5417.3318.1118.90

Without Timber

FSTG30100FSTG30150FSTG30200FSTG30250FSTG30300FSTG30350FSTG30400FSTG30450FSTG30500FSTG30550FSTG30600


3.355.036.708.38

10.0511.7313.4115.0816.7618.4320.11

Painted



75.7682.0488.3294.60

100.88107.16

H= 240 (cm)V= 200 (cm)

FSC20P070320FSC20P080320FSC20P090320FSC20P100320FSC20P110320FSC20P120320

67.8771.0873.19

FSC20P070234FSC20P070269FSC20P070292

Steel Staircase (SS)

H (cm)

V (c

m)

H= Horizontal (cm)V= Vertical (cm)L= Length (cm)W= Width(cm)

Vertic

al= 15

0cm

Horizontal= 180cmVe

rtical=

200c

m

Horizontal= 180cm

Vertic

al= 20

0cm

Horizontal= 250cm

Vertic

al= 15

0cm

Horizontal= 250cm

Staircase Unit: H250-V150 Staircase Unit: H180-V150

Staircase Unit: H250-V200 Staircase Unit: H180-V200

Width= 22cm, Thick.=6.6cm

FEXSPB060FEXSPB070FEXSPB080FEXSPB090FEXSPB100FEXSPB110FEXSPB120FEXSPB130FEXSPB150FEXSPB160FEXSPB180FEXSPB200FEXSPB210FEXSPB230FEXSPB240FEXSPB250FEXSPB280FEXSPB300

FEXSPA050FEXSPA060FEXSPA070FEXSPA080FEXSPA090FEXSPA100FEXSPA110FEXSPA120FEXSPA130FEXSPA150FEXSPA160FEXSPA180FEXSPA200FEXSPA230FEXSPA250FEXSPA280FEXSPA300FEXSPA320FEXSPA360FEXSPA390FEXSPA400

6.066.687.307.928.559.619.79

10.4111.6612.2813.5214.7715.3916.6317.5718.1920.0621.30

4.344.965.586.216.837.458.078.699.32

10.5611.1812.4313.6715.5417.1018.9620.2121.4524.2626.1226.75

Steel Board (SB)

(A-Type)

Width= 22cm, Thick.=6.6cm

(B-Type) (with hook)

Wooden Plank (WP) (Timber Board)

FWP380225390FWP3802253000FWP3802252500FWP3802252000FWP3802301000LFWP3802301500LFWP3802302000LFWP3802302500LFWP3802303000LFWP3802303900L

XEXESWBPC

13.7010.54

8.787.034.626.229.23

11.5413.8518.00

0.05

WP 38.0x225x3900mmWP 38.0x225x3000mmWP 38.0x225x2500mmWP 38.0x225x2000mmWP 38.0x225x1000mm (Laminated)WP 38.0x225x1500mm (Laminated)WP 38.0x225x2000mm (Laminated)WP 38.0x225x2500mm (Laminated)WP 38.0x225x3000mm (Laminated)WP 38.0x225x3900mm (Laminated)

End Strip for Wooden Board Protection

T W L

SB 060 cm-PaintedSB 070 cm-PaintedSB 080 cm-PaintedSB 090 cm-PaintedSB 100 cm-PaintedSB 110 cm-PaintedSB 120 cm-PaintedSB 130 cm-PaintedSB 150 cm-PaintedSB 160 cm-PaintedSB 180 cm-PaintedSB 200 cm-PaintedSB 210 cm-PaintedSB 230 cm-PaintedSB 240 cm-PaintedSB 250 cm-PaintedSB 280 cm-PaintedSB 300 cm-Painted

SB 050 cm-PaintedSB 060 cm-PaintedSB 070 cm-PaintedSB 080 cm-PaintedSB 090 cm-PaintedSB 100 cm-PaintedSB 110 cm-PaintedSB 120 cm-PaintedSB 130 cm-PaintedSB 150 cm-PaintedSB 160 cm-PaintedSB 180 cm-PaintedSB 200 cm-PaintedSB 230 cm-PaintedSB 250 cm-PaintedSB 280 cm-PaintedSB 300 cm-PaintedSB 320 cm-PaintedSB 360 cm-PaintedSB 390 cm-PaintedSB 400 cm-Painted

A Type plain End

B Type With Hook

PaintedSS-250(H)x200(V)x070(W)x320(L)SS-250(H)x200(V)x080(W)x320(L)SS-250(H)x200(V)x090(W)x320(L)SS-250(H)x200(V)x100(W)x320(L)SS-250(H)x200(V)x110(W)x320(L)SS-250(H)x200(V)x120(W)x320(L)

PaintedSS-180(H)x150(V)x70(W)x234(L)SS-180(H)x200(V)x70(W)x269(L)SS-250(H)x150(V)x70(W)x292(L)

Cupl

ock

Syst

em


T: +971 4 8862855

F: +971 4 5562558

P.O. BOX: 18234, Jebel Ali, UAE

Dubai

T: +971 2 5500688

F: +971 2 5500689

P.O. BOX: 41851, Abu Dhabi, UAE

Abu Dhabi

WWW.SCAFFCO.COM

Documents

SCAFFCO · 2020. 4. 7. · H20 Timber Beams Decking H20 Timber Beam The H20 beams are rounded at the end for damage protection with sealed ends and minimal cracking. The beam is robust