{"id":270884,"date":"2024-10-19T18:09:20","date_gmt":"2024-10-19T18:09:20","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-15-30294486-dc\/"},"modified":"2024-10-25T14:20:45","modified_gmt":"2024-10-25T14:20:45","slug":"bsi-15-30294486-dc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-15-30294486-dc\/","title":{"rendered":"BSI 15\/30294486 DC"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | 30294486 <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | 41_e_stf <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | Contents Page <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 1 Scope 2 Normative references 3 Terms and definitions Table 1 \u2013 Overview of mechanical rail joints <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | Figure 1 \u2013 Definition of parts and design parameters of mechanical rail joints <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 4 Symbols and abbreviations Table 2 \u2013 Overview of symbols <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 5 Requirements 5.1 Quality systems 5.1.1 General 5.1.2 Design requirements for mechanical rail joints \u2013 General 5.1.3 Joint clearance capacity for jointed track <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 5.1.4 Maximum rail length for jointed track 5.1.5 Design approval <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 5.2 Performance requirements for insulated rail joints 5.2.1 Design requirements 5.2.2 Mechanical requirements 5.2.2.1 Tensile strength test (longitudinal) <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 5.2.2.2 Repeated bending test (vertical) 5.2.3 Electrical insulation requirements <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 5.3 Field test requirements 6 Type approval 6.1 Non-insulated rail joints 6.2 Insulated rail joints for CWR 6.3 Insulated rail joints for jointed track <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 7 Test methods 7.1 General 7.2 Mechanical tests 7.2.1 Tensile strength test (longitudinal) 7.2.1.1 Test objective 7.2.1.2 Test apparatus 7.2.1.3 Test specimen <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | Figure 2 \u2013 Tensile strength test arrangement 7.2.1.4 Test procedure <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Figure 3 \u2013 Tensile strength test procedure <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 7.2.1.5 Test report 7.2.2 Repeated bending test (vertical) 7.2.2.1 Test objective 7.2.2.2 Test apparatus <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Figure 4 \u2013 (repeated) Bending test arrangement 7.2.2.3 Test specimen 7.2.2.4 Test procedure <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 7.2.2.5 Test report 7.3 Electrical insulation tests 7.3.1 Test objective <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 7.3.2 Test apparatus 7.3.3 Test specimen 7.3.4 Test procedure (dry) Figure 5 \u2013 Electrical insulation test arrangement <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 7.3.5 Test procedure (wet) 7.3.6 Test report 7.4 Field tests 8 Acceptance tests for insulated rail joints 8.1 General <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 8.2 Geometrical and visual inspection 8.3 Electrical insulation tests (only for prefab construction) 8.4 Mechanical tests (only for prefab construction) 8.5 Electrical insulation and mechanical tests (only for site construction) 9 Identification and marking of insulated rail joints 10 Documentation <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Annex A (informative) Design of track with mechanical rail joints Table A.1 \u2013 Design variables for SNCF and CFF mechanical rail joints <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Table A.2 \u2013 Instantaneous joint clearance Jt when laying the track for SNCF mechanical rail joints with joint clearance capacity of 21 mm <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Annex B (normative) Fishplates for mechanical rail joints B.1 Material B.2 Approval B.3 Tolerances Figure B.1 \u2013 Tolerances in transverse deflection, single curved Figure B.2 \u2013 Tolerances in transverse deflection, double curved <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | Figure B.3 \u2013 Tolerances in vertical deflection, single curved Figure B.4 \u2013 Tolerances in vertical deflection, double curved B.4 Surface requirements B.5 Identification <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | Annex C (normative) Residual gap test C.1 Test objective C.2 Test apparatus and test specimen C.3 Test procedure C.4 Test report <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | C.5 Relation to other tests <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | Annex D (informative) Static bending test D.1 Test objective D.2 Test apparatus and test specimen D.3 Test procedure D.4 Test report <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | D.5 Relation to other tests <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Annex E (informative) Formula for bending moment <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | Annex F (informative) Sample values for minimum tensile strength Table F.1 \u2013 Sample values for minimum tensile strength <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Annex G (informative) Sample values for bending moment Table G.1 \u2013 Sample values for bending moment in repeated bending test <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" BS EN 16843. Railway applications. Infrastructure. Mechanical requirements for joints in running rails<\/b><\/p>\n |