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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The rules for bracing must be observed. For support verticals from Grade 43 steel, see pages to cup,ock Tianjin Tianyingtai ringlock ledger end with high quality. Skip to main content. Diagonal bracing is normally carried out with the purpose made braces.
CUPLOK Data Sheets | Ramakrishnan Sundaram –
The gap between the side of the brace and the node point should not be greater than 50mm. For Design and Loading Information see page Note that with the introduction of the use of steel Grade 50 for the verticals recognizable by their top cups with four lugs care is to be taken to use the correct data sheets when determining the permissible loads for the main lifts. Permissible heights, depending on loading and tie pattern, are shown on page Scaffolding Checklist Scaffold Safety Checklist.
Assume the horizontal force is a combination of 2. Such towers will have to be ledger braced in both directions and a plan brace may be necessary to keep the tower square. 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. The rules for bracing must be observed – see page Page for Grade 43 and page or for Grade 50 Verticalsthe top and base lifts unbraced.
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See page for platforms must be manula boarded details. If any staircase unit has to be omitted this has to be replaced by additional plan and diagonal bracing.
This scaftolding can be provided externally, i. Due allowance should be made for the plywood thickness if this is not in place at the time.
Diameters apply to external scaffolds. The amount of diagonal bracing required should be calculated, but a minimum of one brace for every 7 bays, in every row, in both directions is required. Forkheads or Headplates to support timber scaffoldint Du-al Form main bearers.
Help Center Find new research papers in: Diagonal bracing within the structure must be provided in accordance with the guide to bracing on page See also the notes on page Plan dimensions of both Towers are 4.
For all other configurations use the data sheets page onwards. In any event the bracing system must be capable to take-up all the horizontal loads.
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Log In Sign Up. The horizontal load is then usually expressed as a percentage of the vertical load.
The permissible tensile load on this connection is 12 kN. Primary and secondary timbers for a small part of the formwork area are placed in position. The values apply regardless of the type of formwork to be supported.
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The resulting moment should then be divided by the horizontal length of the line bracing. Bracing Bracing satisfies 2 conditions.