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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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. However, they may be used in cantilever form as shown, in corners only, provided that the loads shown on pages 31 and 32 are not exceeded.

cuplock scaffolding manual

Gold Plus Supplier The supplier supports Trade Assurance — A free service that protects your orders from payment to delivery. Diagonal bracing within the structure must be provided in accordance with the guide to bracing on page For the braced falsework scaffold horizontal loads on the verticals must act at a nodepoint in which horizontals are fitted, i. Details are given for guidance only 2 If there is direct access to a main scaffold then only two fixed toeboards will cplock needed.

A trial spacing of verticals has to be established after assessing the intensity of the load to be supported and the type of csaffolding in use.


Base and top jacks must be effectively braced in both directions. Horizontals supporting these Intermediate Transoms may be limiting. Ledgers are used as handrails They may be made up from standard Working platforms and safety scaffold boards.

Cuplock Scaffolding Manual, Cuplock Scaffolding Manual Suppliers and Manufacturers at

The resultant force should then be multiplied by the distance from the base of the structure cuplovk the point at which the force acts. Horizontals to be checked for level. If the bay width is decreased, the load ratings for the various bracing systems given above will also decrease. The main lift – internal bays – end bays Top jack extension unbraced and top lift. See also the notes on page Top Lift 1. It is preferable to try and eliminate this bracing for economic reasons, but if this cannot be done, bracing culpock take the full horizontal loading must be provided.

Curved scaffolds can be constructed by using a combination of rectangular and trapezium shaped bays Scaffold Type A in the following pages or from all trapezium shaped bays Scaffold Type B. It may also be used with timber formwork where there is a particularly long jack extension, but note that there is no provision for a forkhead. Jacks Unbraced – Top Lift scaffoding.

For all other configurations use the data sheets page onwards. This requires one complete brace from the top to the bottom lacing level, on each row of standards, once in 7 bays, in each direction. Click here to sign up. For braced scaffolds an effective diagonal brace must extend from forkhead to base plate level. The bracing should run from the top to the bottom horizontal in a continuous diagonal line. The Cuplok verticals must be checked to ensure that grade 50c steel only is delivered to site i.


Some of the horizontals on the outside of the curve of the scaffold scafolding be moved to a different level and in the commonest case of providing access around the outside of a structure then the horizontal is moved up by 1m to form a guardrail. Component 1 Board Cuolock 2 2. See page When providing access around the inside of a curve i. Bracing Bracing satisfies 2 conditions. The resulting moment should then be divided by the horizontal length of the line bracing.

The diameters shown in the table on page are those which just touch the inside face of the inside horizontal.

When forkhead or base cuplocl bracing is required, then shortbridle tubes should be used to provide a connection for the bracing. If thicker boards are used, greater lengths may be considered. They are shown on pages to for Grade 43 steel structures and pages to for Grade 50 steel structures.

If this is required, construct as shown above, using diagonal face bracing to inside and outside faces. The rules for bracing must be observed. An effective brace must extend from forkhead to base plate level.

Additional items required for the 2m lift Tower are the 2.