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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They are fixed to the horizontals by an integral end coupler locked by a wedge bolt or the snap on type. Log In Sign Up. When forkhead or base jack bracing is required, then shortbridle tubes should be used to provide a connection for the bracing.
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. When floors are concreted in bays, braces should be positioned so that at least one brace occurs under each poured section. Revert to the loads stated on pageif this cannot be achieved.
Building multi-lateral manual aluminium frame cuplock kwikstage scaffolding height sizes measurements standard. In general, jack bracing should be avoided wherever possible, by designing the structure so that only the smallest jack extensions are required scaffo,ding top and bottom. The diameters, shown in the Tables on pageapply to scaffolds around the outside of circular structures.
If the formwork is continuous and with rigid connections between members, then forkhead lacing should not be required.
CUPLOK Data Sheets | Ramakrishnan Sundaram –
Exits can be made from the landing platforms by suitably rearranging the guardrails. The gap between the side of the brace and the node point should not be greater than 50mm.
If thicker boards are used, greater lengths may be considered. It is not always possible to have inside horizontals, outside ledgers and transoms at the same scffolding. The resulting arrangement can then be analysed, using the data and graphs in the following pages. They may be made up as shown. Gold Plus Supplier The supplier supports Trade Assurance — A free service that protects your orders from payment to delivery.
If bricklayers 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. The base of the forkhead is then sloped to give proper support to the timbers by rotating the small handles on the socket at the bottom of the forkhead. The falsework structure must be 4 or more bays long in both directions. It may therefore be necessary to make this calculation in two parts, ,anual for those horizontal loads from sources other than wind, and scavfolding for the cuploxk load solely due to wind.
Note that tie patterns Type C and Type D, are then particularly useful. Note that horizontal loads from wind, etc. Scaffold Board on top and nailed down if gap between adjacent decks exceeds regulations.
Providing the worst condition is catered for both conditions are satisfied.
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. The values apply regardless of the type of formwork to be supported. Rocking Forkhead 1 The Cuplok Rocking Forkhead replaces a normal forkhead where slabs with sloping soffits have to be constructed.
If any staircase unit has to be omitted manuual has to be replaced by additional plan and diagonal bracing. The direction of the braces must be alternated.
cuplock scaffolding manual
The safe working load on platforms erected as shown is 3. Skip to main content. Component 1 Board Bearer 2 2.
The staircase tower must not extend more than 4. Two grades of steel have been considered for the verticals; BS Grade 43, which was the standard usage in the UK until Novemberwhen SGB Limited started using verticals made from Grade 50 steel: Special Cases Every effort should be made to comply with the rules for ties wherever possible.
Where jack bracing is necessary, it should be made using the details shown in these diagrams. Downward forces give additional compression and are therefore scafolding most critical.
Thus soffit formwork which scqffolding in two directions relative to the grid of the supporting Cuplok structure, may be constructed. The eccentricity, e, of the load to the centre of the screw jacks may not exceed 5mm.
It is not possible to obtain this rating without drastically reducing the load carrying capacity of the vertical that supports it. The rules for bracing must be observed.