CUPLOCK SCAFFOLDING MANUAL PDF


User Manual Cuplok () – Download as PDF File .pdf), Text File .txt) or read online. User Guide SGB Cuplock Scaffold System. Uploaded by. S. GUIDANCE NOTE. This manual is valid only for the use of. Genuine TRADLOK System Scaffold, manufactured and supplied by TRAD Hire and Sales Limited. This document is subject to periodic revision and updating. Before designing scaffolds with. Systems™ Scaffold components, visit to be.

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cuplock scaffolding manual

Rocking Forkhead 1 The Cuplok Rocking Forkhead replaces a normal forkhead where slabs with sloping soffits have to be constructed. The eccentricity, e, of the load to the centre saffolding the screw jacks may not exceed 5mm.

See also the notes on page If, for some very special reason, the cantilevers have to be loaded first, then special attention must be paid to the stability of the structure against overturning.

During erection care must be taken to see that the trapezium shaped bays are erected keeping a true shape on plan, otherwise the desired diameters will not be achieved. For scaffolds to steel tanks, consideration should be given for nanual to be welded on to the face of the tank. Jacks at the head and base level may be loaded to values shown on the next page, provided they are fully and effectively main lift restrained against horizontal forces.

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Horizontals supporting these Intermediate Transoms may be limiting. Bracing Bracing satisfies 2 conditions. Jacks at the head and base level may be loaded to values shown below provided they are fully and effectively braced against horizontal loads. Suitable additional clearance must be allowed. Skip to main content.

The bracing can be provided externally, i. SGB International use both grades.

scaffoldong This is approximately equivalent to one man plus light tools, per metre of staircase height. Thus soffit formwork which slopes in two directions relative to the grid of the supporting Cuplok structure, may be constructed. Plan dimensions of both Towers are 4. Scaffold Boards on top and nailed down if gap between adjacent decks exceeds regulations.

Cuplock Scaffolding Manual, Cuplock Scaffolding Manual Suppliers and Manufacturers at

This information applies for jacks unbraced. If ties are only connected to the inside horizontal or vertical, then plan braces should be put in at every tied level in the same bays as the face bracing. Fast construction time slab formwork cuplock scaffolding by manual welding. Scxffolding maximum Safe Working Axial Loads of the braces in tension or compression depends on the type of brace used.

The bracing should run from the top to the bottom horizontal in a continuous diagonal line. Finally check the setting of the support bar. A trial spacing of verticals has to be established after assessing the intensity of the load to be supported and the type of formwork in use. Remember me on this computer. All you need to do is just to give us the image or words you require for the product and we design for you!

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Hop – Up Brackets The rules for hop – up brackets, are the same as for straight runs. The use of Swivel Couplers for bracing should be avoided wherever possible and the use of the SGB Right-angle Mark 3A Coupler is recommened, because of its higher load carrying capacity.

The extension of the jack is mahual.

CUPLOK Data Sheets | Ramakrishnan Sundaram –

The tables below show the permissible loads per vertical for all main lifts. Component 1 Board Bearer 2 2. The scheme drawing must be checked by a competent designer other than the original designer.

The diameters, shown in the Tables on pageapply to scaffolds around the outside of circular structures. All verticals should be erected plumb. Rectangular bays are used as normal for a scaffold and over 1.

See also the notes on page Top Lift 1. Primary and secondary timbers for a small part of the formwork area are placed in majual.