BS 1139-6:2022
$167.15
Metal scaffolding – Prefabricated tower scaffolds outside the scope of BS EN 1004-1, but utilizing components from such systems. Specification
Published By | Publication Date | Number of Pages |
BSI | 2022 | 42 |
PDF Catalog
PDF Pages | PDF Title |
---|---|
5 | Foreword |
7 | 1 Scope 2 Normative references |
8 | 3 Terms and definitions and symbols |
9 | Figure 1 ā Bay Figure 2 ā Cantilever platform |
11 | Figure 3 ā Base plate Figure 4 ā Bridge beam Figure 5 ā Bridge deck |
12 | Figure 6 ā End frame Figure 7 ā Walk through end frame Figure 8 ā Step through end frame |
13 | Figure 9 ā Portal end frame Figure 10 ā High clearance frame Figure 11 ā Cantilever tower scaffold |
14 | Figure 12 ā Large deck tower scaffold Figure 13 ā Linked tower scaffold |
15 | Figure 14 ā Stepped tower scaffold |
16 | 4 Classification 4.1 Load classes Table 1 ā Load classes 4.2 Access classes 4.3 Height classes 4.4 Configuration classes 4.5 Wind classes |
17 | Table 2 ā Wind classes 5 Materials 6 General requirements 6.1 General and standard configurations Table 3 ā Standard configurations ā Limits |
18 | 6.2 Dimensions Figure 15 ā High clearance frame |
19 | Figure 16 ā Walk through frames Figure 17 ā Step through frames |
20 | Figure 18 ā Portal end frames 6.3 Openings within platforms 6.4 Side protection 6.5 Castor wheels and base plates 6.6 Access to platforms 6.7 Means for stabilizing |
21 | 6.8 Connections 6.9 Working and access platform units 6.10 Assembly and dismantling 6.11 Requirements for prefabricated tower scaffolds less than 2 m working platform height 6.12 Requirements for prefabricated tower scaffolds used for access to another place 6.13 Vertical distances between platforms |
22 | Figure 19 ā Maximum distance between platforms 7 Requirements for structural design 7.1 General |
23 | Table 4 ā Service loads on the whole structure Table 5 ā Service loads on parts of the structure |
24 | 7.2 Characteristic actions on the complete structure including its parts |
25 | 7.3 Characteristic actions on parts of the structure |
26 | 7.4 Deflections 8 Structural design 8.1 Basic design principle |
27 | 8.2 Structural analysis 8.3 Verification 8.4 Positional stability |
29 | 9 Deflection 10 Design validation 10.1 Method 10.2 Verification report 10.3 Design certificate |
30 | 11 Information to be supplied with the prefabricated tower scaffold 11.1 General |
31 | 11.2 Identification of components in the structure 11.3 Assembly, permissible alterations and dismantling |
33 | 11.4 Stability 11.5 Application and moving |
36 | 11.6 Inspection, care and maintenance 12 Marking |
37 | 13 Assessment |
38 | Annex A (informative)ā Contents of an assembly, use and dismantling plan |
40 | Bibliography |