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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Diameters apply to external scaffolds. Providing the worst condition is catered for both conditions are satisfied. Scaffold Boards on top and nailed down if gap between adjacent decks exceeds regulations. The permissible loads per vertical are shown on pages to Height adjustment has to be carried out before the jack bracing is put in.

This may be removed when further ties have been positioned.

CUPLOK Data Sheets | Ramakrishnan Sundaram –

Unless each horizontal layer of horizontals is externally restrained by butting to adjacent walls or similar, some diagonal bracing will always be required to prevent the Cuplok verticals from buckling between points at the top and the bottom. Care should be taken to position the braces on legs which will be loaded during concreting.

Suitable additional clearance must be allowed. Jacks Unbraced – Top Lift 1. The permissible tensile load on this connection is 12 kN.

The horizontal in the first cup is to be preferred. Details are given for guidance only. The basis of design is usually that the buckling length is between the horizontal lifts. Building multi-lateral manual aluminium frame cuplock kwikstage scaffolding height sizes measurements standard. Rectangular bays are used as normal for a scaffold and over 1. See page for details. If the actual vertical load per vertical is very close to the permissible, then it may be necessary to assess the additional vertical load in certain legs, due to the transmission of horizontal loads by the diagonal bracing.

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The three examples are then analysed in a table. The direction of the braces must be alternated. OR The top or base lift. The values apply regardless of the type of formwork to be supported and where the maximum length of bay does not exceed 2. It is preferable that braces in adjacent panels should also be alternated in direction, as shown by the dashed lines in the diagram.

Special Cases Every effort should be made to comply with the rules for ties wherever possible. Bracing Coupler L Min. If container is too tigher,we will use pe film for packing or pack it according to customers special request. The carrying capacity of the braced jacks is shown in the graph underneath, depending on the centre to centre distance of first Cuplok horizontal and lacing tube.

The design of scaffoldnig forkhead allows the primary timber beams to be sloped along their length and also to be sloped in the transverse direction, so that the secondary timber beams fully contact the cyplock surface of the primary beams. The safe working load on platforms, erected as shown, is 1.

If cuploc scaffolds are to have the working platform two lifts above the last tie, then ledger bracing should be used for the two lifts under the platform. For braced scaffolds all base and top jacks must be effectively diagonally braced in both directions. Where jack bracing is necessary, it should be made using scaffoldig details shown in these diagrams. When the end point load is 11 kN or less, only one brace need be used as shown in the diagram.

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cuplock scaffolding manual

Exits can be made from the landing platforms by suitably rearranging the guardrails. Skip to main content.

The first and last Cuplok node point in the verticals must be laced with horizontals. If braces are terminated within the structure the vertical component force must be added to all other vertical forces and the total must not exceed cplock loads stated.

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.

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. Cuplok 1 Board Bearer 2 2. Due allowance should be made for the plywood thickness if this is not in place at the time.

The main lift – internal bays – end bays Top jack extension unbraced and top lift. Durable load capacity cuplock scaffolding manual fitting rental. Horizontals to be scaffoldin for level.

The bracing can be provided externally, i. The scheme drawing must be checked by a competent designer other than the original designer. The permissible loads per vertical are shown on pages to. Replaces Telescopic brace with half couplers in UK.