{"id":409496,"date":"2024-10-20T05:35:48","date_gmt":"2024-10-20T05:35:48","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-22-30427635-dc-2022\/"},"modified":"2024-10-26T10:16:02","modified_gmt":"2024-10-26T10:16:02","slug":"bsi-22-30427635-dc-2022","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-22-30427635-dc-2022\/","title":{"rendered":"BSI 22\/30427635 DC 2022"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | 30427635-NC.pdf <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | ISO_DIS 22343-2 ed.1 – id.81415 Enquiry PDF (en).pdf <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 3 Terms and definitions 4 Introduction to hostile vehicle mitigation 4.1 General 4.1.1 Vehicle-borne threats 4.1.2 Mitigation of vehicle borne threats <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 4.2 Selection of a VSB 5 The threat 5.1 Identify and quantify the threat <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 5.2 Deployment considerations 5.2.1 Installation 6 Assets 6.1 Identification of the critical assets 6.2 Identification of stakeholders <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 6.3 Consequence evaluation 7 Site assessment 7.1 New locations 7.2 Review of existing security arrangements <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 7.3 Site survey 7.4 Traffic survey <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 7.5 Civil works 7.5.1 Variations between VSB performance under vehicle impact test conditions and site conditions <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 7.5.2 Ground types 7.5.3 Foundations <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 7.5.4 Surface placed VSB <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 8 Site design 8.1 Traffic management <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 8.2 Aesthetics 9 VSB performance 9.1 Impact performance 9.2 Vehicle speed 9.2.1 General <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 9.2.2 Vehicle dynamics assessment 9.2.3 Road layout 9.2.4 Speed reduction features 9.3 Impact angle 9.4 Vehicle penetration distance and major debris distance\/coordinates 9.4.1 Vehicle penetration distance 9.4.2 Major debris distance\/coordinates <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 9.4.3 Stand-off distance 9.5 Operational performance 9.5.1 Vehicle access control <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 9.5.2 Speed of legitimate access 9.5.3 Power requirement 9.5.4 Environmental conditions <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 9.5.5 Design criteria 9.6 VSB integrity 9.6.1 VSB damage 9.6.2 Remote access to automatic access control system (AACS) <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 9.6.3 Repairs 9.6.4 Staff, skills and availability <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 9.7 Design method 10 Procurement strategy 10.1 General 10.2 Availability and maintenance of the VSB 10.3 Quality 10.4 Cost <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 10.5 Commissioning and handover 11 Deployment and removal 11.1 Highway\/local authority approval 11.2 Logistics of deployment <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 11.3 Installation 11.4 Lifting and placement 11.5 Removal considerations 12 Types of VSB 12.1 General 12.1.1 Passive VSBs <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 12.1.2 Active VSBs <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 12.1.3 Foundation Type <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 12.1.4 Foundations and layout 12.2 Examples of VSBs – Bollards <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 12.2.1 1 Fixed bollards, 12.2.2 Active bollards 12.3 Examples of VSBs – Road blockers <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 12.4 Examples of VSBs – Rising arm barriers 12.4.1 General 12.4.2 Layout <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 12.5 Examples of VSBs – Sliding and swing gates 12.5.1 General 12.5.2 Foundations 12.5.3 Layout <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 12.6 Examples of VSBs – Street furniture 12.6.1 General 12.6.2 Foundations 12.7 Examples of VSBs \u2013 Manually Deployable <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 12.7.1 Foundations 13 Vehicle access control points (VACP) 13.1 General <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 13.2 Layout of active VSBs at VACPs 13.2.1 General 13.2.2 Single line of VSBs <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 13.2.3 Interlocked VSBs <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 13.2.4 Final denial VSB <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 13.2.5 Traffic throughput <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 13.3 Safety issues <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 13.4 Control system 14 Training 14.1 General 15 Maintenance, service and inspection 15.1 General <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 15.1.1 Adjacent works 16 Operational requirements 16.1 General 16.1.1 Level 1 OR <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 16.1.2 Level 2 OR <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 16.2 Level 2 OR proforma <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | Annex\u20acA (informative) Level 2 operational requirement (OR) proforma <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | Annex\u20acB (informative) Design method <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | Annex\u20acC (informative) Modifications to the VSB <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | Annex\u20acD (informative) VSB compliance sign off <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" BS ISO 22343-2. Security and resilience. Vehicle security barriers – Part 2. Application<\/b><\/p>\n |