£6.55
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
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. The price shown excludes VAT at 20%. If you are renewing an existing TG20:21 subscription please enter the serial number below and press Verify before adding to basket.
This guidance explains the differences between ‘supplementary’ and ‘check’ couplers and gives typical design applications where high coupler forces could be expected and where additional loadbearing capacity to connections may be required. It also contains guidance on coupler configurations and expected safe working loads (SWLs) where supplementary couplers are used. To ensure that SWL values are as accurate as possible, data provided within this document is based on practical testing rather than calculation. 2 pages
A temporary roof or building is a sheeted structure designed to protect the area inside from the effects of weather, dust, etc. This guide is intended to give design and construction information to the suppliers and erectors of temporary roofs and buildings and intended for use by contractors during the building process. 56 pages
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.
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