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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CUPLOK Data Sheets | Ramakrishnan Sundaram –
Each sub- section of the calculation has to be examined manial see whether this additional load makes the total load exceed that which is permissible. The diameters shown in the table on page are those which just touch the inside face of the inside horizontal.
Tianjin Tianyingtai ringlock ledger end with high quality. The resulting force should then be multiplied by the distance from the base of the structure to the point at which the force acts. If container is too tigher,we will use pe film for packing or pack it according to customers special request. To fix forkheads to jack use M8 x 60 bolt and nut. In general, jack bracing saffolding be avoided wherever possible, scxffolding designing the structure so that only the smallest jack extensions are required at top and bottom.
Rocking Forkhead 1 The Cuplok Rocking Forkhead replaces a normal forkhead where slabs with sloping soffits have to be constructed. The design of the forkhead allows the primary timber beams to mnual sloped along their length and also to be sloped in the transverse direction, so that the secondary timber beams fully contact the top surface of the primary beams.
A guide to the reduced loading is given for the following 5 cases: The horizontal load is then usually expressed as a percentage of the vertical load. Providing the worst condition is catered for both conditions, satisfied. Omega Board Support 1 Board weight: Care should be taken to see that the support bar is in full line contact with the underside of the forkhead.
All you need to do is just to give us the image or words you require for the product and we design for you! Bottom jack scaffoldinb unbraced and bottom lift. Building multi-lateral manual aluminium frame cuplock kwikstage scaffolding height sizes measurements standard. Scaffolding Checklist Scaffold Safety Checklist. It may also be used with timber formwork where there is a particularly long jack mqnual, but note that there is no provision for a forkhead.
cuplock scaffolding manual
Base Jack Extension Components cuploxk. The eccentricity, e, of the load to the centre of the screw jacks may not exceed 5mm. For all other configurations use the data sheets page onwards. Plan dimensions of both Towers are 4.
So m e Ty pic al Lay o uts Dia. The scavfolding of design is usually that the buckling length is between the horizontal lifts. Locking pin Weight Jacks Unbraced – Top Lift 1. Adjustable bases can be used in the ends of the tubes to spread the load, and by adjusting them, firm contact can be made with the structure.
For support verticals from Grade 43 steel, see pages to It may therefore be necessary to make this calculation in two parts, firstly for those horizontal loads from sources other than wind, and secondly for the horizontal load solely due to wind.
In this case ledger bracing is required across each row. As it is very difficult to calculate exact setting levels for the forkheads, it will probably be necessary to re-level the support jacks, whilst checking the required levels at the form face. The extension of the jack at the top, and the bottom, should be balanced, to give equal load carrying capacity, as shown on Data Sheets onwards.
When forkhead or base jack bracing is required, then shortbridle tubes should be used to provide a connection for the bracing. Again, care should be taken in the design of taller structures, paying particular attention to the overturning of the towers. A release tool is also available. For braced scaffolds an effective diagonal brace must extend from forkhead to base plate level.
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Care should be taken to position the braces on legs which will be loaded during concreting. Relevancy Transaction Level Response Rate.
The permissible loads per vertical are shown on pages to.