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This guidance gives details of various methods available for satisfactorily securing scaffold boards to prevent movement. Users should satisfy themselves when/which boards require tying down and that any proprietary equipment or fixing method selected meets their requirements.
This product is available in PDF format only.
4 pages
The purpose of this guidance note is to bring together, in one document, some of the more common qualifications used by members. It is not suggested that the list is exhaustive or that the wording of individual clauses is appropriate to each and every similar situation. However, it may serve as a check list for estimators. 10 pages
Other than for very small contracts most contracts of any size have a pre-contract meeting. The primary purpose of the meeting is often for the parties to clarify specific points in the enquiry and quotation. This guidance outlines items to be covered in the meeting, pitfalls and a recommended strategy. 2 pages
A licence is required in order to erect a scaffold on or above the public highway. The licence is issued under section 169 of the Highways Act 1980, generally by the highway authority responsible for the particular stretch of highway. This guidance indicates the type of information that may be required. 2 pages
This guidance note sets out the information that the Scaffolding Company should seek from the Employer. This information will be used by the Scaffolding Company in order to produce their Quotation and will be the basis for their offer. It is important that the Scaffolding Contractor obtains as much information about the Project as possible prior to firming up their price in order to reduce the risk they are exposed to. 4 pages
This guide is intended to aid those who commission scaffold designs by summarising the responsibilities of each party involved at each stage of the process. It also details the requirements for preparing a design brief with information required by the Designer to enable a suitable and sufficient design to be produced, as well as outlining the design process, checking requirements and expected output information. This document is complimented by CG6: Scaffold Design. 6 pages.
TG20 provides the definitive guidance for scaffolding constructed with tube and fittings throughout the UK. TG20:21 builds on TG20:13, and makes the eGuide software, Design Guide and Operational Guide available via the new NASC ePortal, on a subscription basis. The eGuide produces pdf compliance sheets, which now include more information and an illustration. The guides are fully searchable online. The ePortal is available here from computers, tablets and smart phones via web browsers. Each subscription gives access from multiple machines, but only one machine at a time. Purchase and use of a subscription implies acceptance of the subscription agreement, found here, by all users. There will be a delay between a purchase on the website and activation on the ePortal. Purchase activation will only take place during normal office hours. The price shown includes VAT at 20%. To pay the NASC member price, log in to the web site before completing your purchase. To renew more than one subscription please add serial numbers to the basket one at a time.
Aluminium tubes, prefabricated beams and other components are widely used throughout the scaffolding industry. Whilst aluminium is not as stiff as steel and will deflect more when subjected to equivalent loads, it is much lighter and provides great advantages with regard to manual handling or the reduction weight. As aluminium couplers are not readily available, aluminium tube and beams are invariably connected with steel couplers and joint pins. Unfortunately, when two dissimilar metals such as aluminium and steel are in contact, a phenomenon known as ‘galvanic corrosion’ can occur where the corrosion of one of the metals, in this case aluminium, can be greatly accelerated. In severe cases this could seriously affect the integrity of the scaffold structure.
TG4:19 had amendments predominantly in relation to the orientation of ring bolts where current thinking is that settlement is probably greater than side wind loads so reduces potential shear loads on the bolt. Other minor changes were cosmetic. A recent update in April 2019 saw the removal of one reference only when the guidance was reissued as TG4:19. 24 pages
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