BS 1139-6:2022 – TC
$217.84
Tracked Changes. Metal scaffolding – Prefabricated tower scaffolds outside the scope of BS EN 1004, but utilizing components from such systems. Specification
Published By | Publication Date | Number of Pages |
BSI | 2022 | 112 |
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | 30451699 |
71 | A-30412755 |
75 | Foreword |
77 | 1 Scope 2 Normative references |
78 | 3 Terms and definitions and symbols |
79 | Figure 1 — Bay Figure 2 — Cantilever platform |
81 | Figure 3 — Base plate Figure 4 — Bridge beam Figure 5 — Bridge deck |
82 | Figure 6 — End frame Figure 7 — Walk through end frame Figure 8 — Step through end frame |
83 | Figure 9 — Portal end frame Figure 10 — High clearance frame Figure 11 — Cantilever tower scaffold |
84 | Figure 12 — Large deck tower scaffold Figure 13 — Linked tower scaffold |
85 | Figure 14 — Stepped tower scaffold |
86 | 4 Classification 4.1 Load classes Table 1 — Load classes 4.2 Access classes 4.3 Height classes 4.4 Configuration classes 4.5 Wind classes |
87 | Table 2 — Wind classes 5 Materials 6 General requirements 6.1 General and standard configurations Table 3 — Standard configurations – Limits |
88 | 6.2 Dimensions Figure 15 — High clearance frame |
89 | Figure 16 — Walk through frames Figure 17 — Step through frames |
90 | Figure 18 — 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 |
91 | 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 |
92 | Figure 19 — Maximum distance between platforms 7 Requirements for structural design 7.1 General |
93 | Table 4 — Service loads on the whole structure Table 5 — Service loads on parts of the structure |
94 | 7.2 Characteristic actions on the complete structure including its parts |
95 | 7.3 Characteristic actions on parts of the structure |
96 | 7.4 Deflections 8 Structural design 8.1 Basic design principle |
97 | 8.2 Structural analysis 8.3 Verification 8.4 Positional stability |
99 | 9 Deflection 10 Design validation 10.1 Method 10.2 Verification report 10.3 Design certificate |
100 | 11 Information to be supplied with the prefabricated tower scaffold 11.1 General |
101 | 11.2 Identification of components in the structure 11.3 Assembly, permissible alterations and dismantling |
103 | 11.4 Stability 11.5 Application and moving |
106 | 11.6 Inspection, care and maintenance 12 Marking |
107 | 13 Assessment |
108 | Annex A (informative) Contents of an assembly, use and dismantling plan |
110 | Bibliography |