{"id":270882,"date":"2024-10-19T18:09:20","date_gmt":"2024-10-19T18:09:20","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-14-30294489-dc\/"},"modified":"2024-10-25T14:20:43","modified_gmt":"2024-10-25T14:20:43","slug":"bsi-14-30294489-dc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-14-30294489-dc\/","title":{"rendered":"BSI 14\/30294489 DC"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | 30294489 <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | 41_e_stf <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 4 Inputs 4.1 General 4.2 Wheel and track parameters 4.2.1 Wheel profiles <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 4.2.2 Wheelsets 4.2.3 Rail and track <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 4.2.4 Tolerances and wear <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 4.3 Contact zone 4.3.1 Contact profile 4.3.2 Contact danger zone 4.3.3 Flangeway depth <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 4.3.4 Flangeway width 5 Guidance principles 5.1 Guard and check rails 5.2 Wheelset guidance <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 5.2.1 Angle of attack 5.2.2 Flangeway <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 5.2.3 Gauge widening 5.2.4 Check rail and common crossing nose 5.2.5 Obtuse Crossings <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 5.3 Transitional guidance 5.4 Entry flares 6 Rules 6.1 Introduction 6.2 Security against derailment <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 6.3 Wheel profiles and wear <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 6.4 Angle of attack <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 6.5 Apparent wheel profiles <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 6.6 Tangent and secant contact 7 Common derailment-critical situations 7.1 Tangent contact <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 7.2 Secant contact at partially open switch tip or crossing nose <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 7.3 Secant contact at damaged switch tip (for information only) <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 7.4 Limits 8 Output – Functional and Safety Dimensions (FSD) 8.1 Switch panel 8.1.1 Free wheel passage in switches FWPS <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 8.1.2 Entry angle <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 8.1.3 Switch point relief A2 <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 8.1.4 Lateral point retraction <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 8.1.5 Lateral point machining <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 8.1.6 Gauge in diverging track \u2013 vehicle with 3 axles inscription <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 8.2 Closure panel 8.3 Common crossing panel 8.3.1 Fixed nose protection Npcf <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 8.3.2 Free wheel passage Fwpcf 8.3.3 Free wheel passage at check rail entry Fwpcre <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 8.3.4 Free wheel passage at wing rail entry Fwpwre <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 8.3.5 Minimum flangeway depth hfw 8.3.6 Flangeway width in diverging track <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 8.3.7 Parallel check rail length 8.3.8 Check rail and raised check rail 8.4 Obtuse crossing panel 8.4.1 Free wheel passage Fwpof <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 8.4.2 Unguided length 8.4.3 Check rail and raised check rail 8.4.4 Free wheel passage at check rail entry <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 8.4.5 Nose protection Npof <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 8.5 General items (may occur in all zones within or outside S&C) 8.5.1 Check rail and wing rail entry flare 8.5.2 Flangeway width \u2013 Wheel trapping 9 Additional requirements 9.1 Guidance 9.2 Load transfer 9.3 Insufficient wheel support or guidance 9.4 Wheel load transfer <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 9.4.1 Sufficiency of bearing area <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 9.4.2 Transfer surfaces 9.4.3 Method of assessment 9.5 Insufficient wheel support or guidance 9.5.1 Common crossings <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 9.5.2 Obtuse crossings 9.5.3 Movable crossings <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | Annex A (informative) Functional and safety dimensions, practically used by different European Networks <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | Annex B (normative) Maximum angle of attack in obtuse crossings <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | Annex C (informative) Example of Entry Flare Rule <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" BS EN 13232-3. Railway applications. Track. Switches and crossings for Vignole rails. Part 3. Requirements for wheel\/rail interaction<\/b><\/p>\n |