BS ISO 19426-4:2018
$167.15
Structures for mine shafts – Conveyances
Published By | Publication Date | Number of Pages |
BSI | 2018 | 38 |
This document specifies the loads, the load combinations and the design procedures for the design of the steel and aluminium alloy structural members of conveyances used for the transport of personnel, materials, equipment and rock in vertical and decline shafts. The conveyances covered by this document include personnel or material cages (or both), skips, kibbles, equipping skeleton cages, inspection cages, bridles, crossheads and counterweights.
This document is not intended to be used for the design of ropes, sheaves or attachments. Rope sizes are determined in accordance with other standards.
This document does not cover chairlifts.
This document does not cover matters of operational safety or layout of conveyances.
This document adopts a limit states design philosophy.
PDF Catalog
PDF Pages | PDF Title |
---|---|
2 | National foreword |
7 | Foreword |
8 | Introduction |
9 | 1 Scope 2 Normative references 3 Terms and definitions |
10 | 4 Symbols |
12 | 5 Materials 5.1 Steel 5.1.1 High strength steel grades 5.1.2 Cold temperature operation 5.2 Aluminium alloys 6 Nominal operating loads |
13 | 7 General operating loads 7.1 Permanent loads 7.2 Vertical imposed loads due to holding devices 7.2.1 Holding device engagement load 7.2.2 Holding devices securing load 7.3 Lateral imposed loads 7.3.1 Fixed guide systems in vertical shafts |
14 | 7.3.2 Rope guide systems 7.3.3 Decline shaft conveyance wheel loads |
15 | 7.4 Winder system loads 7.4.1 Acceleration/deceleration load 7.4.2 Trip-out load |
16 | 7.4.3 Tail-rope load 7.4.4 Vertical friction load 7.5 Roof loads 8 Personnel winding loads 8.1 Standing personnel load 8.2 Seated personnel load 8.3 Loading of cages 8.4 Loading of cages in decline shafts |
17 | 8.5 Dogging system load 9 Material and equipment winding loads 9.1 Floor loads 9.1.1 Static load 9.1.2 Impact loads |
19 | 9.2 Underslung loads or trailing loads 10 Rock winding loads 10.1 Skip loads 10.1.1 General 10.1.2 Static rock loads |
20 | 10.1.3 Bridle and top transom loads during filling 10.1.4 Reference rock pressure 10.1.5 Pressure during filling or travelling in the shaft |
21 | 10.1.6 Pressures during emptying |
22 | 10.1.7 Load on tipping rollers 10.1.8 Skip return-stop loads 10.2 Kibble loads 10.2.1 Static rock or slurry loads 10.2.2 Reference rock or slurry pressure 10.2.3 Pressure during filling |
23 | 10.2.4 Pressures during emptying 10.2.5 Heavy kibble payloads 11 Emergency loads 11.1 Rope emergency load 11.1.1 Permanent operating conveyances with fixed rope winders 11.1.2 Permanent operating conveyances with friction winders 11.1.3 Temporary equipping, maintenance and inspection conveyances 11.1.4 Slung equipment and conveyances |
24 | 11.1.5 Kibbles and kibble cross-heads 11.2 Emergency drop-back loads 11.2.1 General 11.2.2 All permanent conveyances 11.2.3 Kibbles and kibble cross-heads 11.3 Roof impact loads 11.4 Skip loads 11.4.1 General 11.4.2 Reference rock pressure |
25 | 11.4.3 Pressure during filling or travelling in the shaft |
26 | 11.5 Emergency stopping device loads 11.5.1 Overspeed device 11.6 Application of emergency loads 12 Design procedures 12.1 Design loads 12.2 Design codes 12.3 Design for emergency loads 12.3.1 Steel components |
27 | 12.3.2 Aluminium components 12.3.3 Special considerations 12.4 Fatigue 13 Construction requirements 13.1 General 13.2 Confirmation of design by testing 13.2.1 Testing of operating mechanisms 13.3 Construction tolerances |
29 | Annex A (informative) Load factors and load combinations |
31 | Annex B (informative) Examples of tipping roller and skip return-stop loads |
35 | Bibliography |