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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Exits can be made from the landing platforms by suitably rearranging the guardrails. The three examples are then analysed in a table. It is not possible to obtain this rating without drastically reducing the load carrying capacity of the vertical that supports it.
Component 1 Board Bearer 2 2. Verticals should be plumb to within 15mm over 2m of height subject to a maximum displacement from the vertical of 25mm. Special Cases Every effort should be made to comply with the rules for ties wherever possible. The maximum distance of a tie to the nearest node point must not exceed mm. It is preferable to try and eliminate this bracing for economic reasons, but if this cannot be done, bracing to take the full horizontal loading must be provided.
Uniformly distributed W1 4.
CUPLOK Data Sheets | Ramakrishnan Sundaram –
The maximum Safe Working Axial Loads of the braces in tension or compression depends on the type of brace used. For Design and Loading Information see page This is particulary scaftolding when using Cuplok to support the Metriform System. Foundations must be stable to prevent settlement. The staircase units act as both plan braces and diagonal braces.
The Cuplok verticals must be checked to cupock that grade 50c steel only is delivered to site i. If container is too tigher,we will use pe film for packing or pack it according to customers special request.
Jack bracing at the top and the bottom is only provided if required by calculation. Suitable additional clearance must be allowed. Ledgers are used as handrails They may be made up from standard Working platforms and safety scaffold boards. It provides nodal restraint and resists external forces.
cuppock The safe working load on platforms erected as shown is 3. Scaffold Boards on top and nailed down if gap between adjacent decks exceeds regulations. The safe working load on platforms, erected as shown, is 1. 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. If, for some very special reason, the cantilevers have to be loaded first, then special attention must be paid to the stability of the structure against overturning.
If any staircase unit has to be omitted this has to be replaced by additional plan and diagonal bracing. When forkhead or base jack bracing is required, then shortbridle tubes should be used to provide a connection for the bracing. The resulting moment should then be divided by the horizontal length of the line bracing. The values apply regardless of the type of formwork to be supported and where the maximum length of bay does not exceed 2.
Guidance note For this heavier duty and in particular when new equipment is supplied it will greatly assist in the striking of the falsework if the top screw jacks are lubricated. The resultant force should then be multiplied by the distance from the base of the structure to the point at which the force acts.
cuplock scaffolding manual
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. For scaffolds on the inside of tanks, etc.
Due allowance should be made for the plywood thickness if this is not in place at the time. Click here to sign up.
Scaffolding Checklist Scaffold Safety Checklist.