{"id":269841,"date":"2024-10-19T18:04:30","date_gmt":"2024-10-19T18:04:30","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-111985\/"},"modified":"2024-10-25T14:10:31","modified_gmt":"2024-10-25T14:10:31","slug":"bs-111985","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-111985\/","title":{"rendered":"BS 11:1985"},"content":{"rendered":"
Specifies the requirements for the quality of steel, dimensions, tolerances and technical condition of railway rails of 24.8 kg\/m and greater linear mass.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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1<\/td>\n | BRITISH STANDARD <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | Committees responsible for this British Standard <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 1 Scope 2 Information to be supplied by the purchaser 2.1 The purchaser shall state in his enquiry and order: 2.2 Additionally certain alternatives or options shall be permitted by this standard as specified… 3 Definitions 3.1 sequence continuous casting 3.2 main cast 3.3 changeover overlap or intermediate material <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 4 Dimensions and properties of rail sections Table 1 Chemical composition 5 Manufacture of steel 6 Chemical composition 7 Mechanical properties 7.1 Falling weight test 7.2 Tensile properties Table 2 Tensile properties <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 8 Marking 8.1 Branding 8.2 Rail identification <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 9 Templates 10 Facilities for inspection 11 Manufacturer\u2019s tests and certificate <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 12 Manufacture of rails 13 Tolerances 13.1 Rail section profile Table 3 Tolerances on rail section profiles <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 13.2 Tolerance on rail length Table 4 Tolerance on rail length 13.3 End squareness 13.4 Fishbolt hole position <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | Table 5 Position of fishbolt holes Table 6 Tolerances on fishbolt hole dimensions and positions 13.5 Straightness <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 14 Freedom from defects 14.1 Surface defects 14.2 Internal defects 15 Test sample selection 16 Chemical analysis 16.1 Initial tests 16.2 Retests <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 17 Falling weight 17.1 Method of test <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Figure 1 Location of sample for chemical analysis and tensile test piece Figure 2 Falling weight striking face Figure 3 Shape of falling weight test bearers <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 17.2 Extent, frequency and position of tests 17.3 Results 17.4 Falling weight retests <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 18 Tensile tests 18.1 Method of test Table 7 Recommended dimensions for standard proportional round test piece, gauge length\ufffd 18.2 Tensile test frequency 18.3 Tensile retests <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 19 Rail lengths and supply of short lengths Table 8 Maximum percentage by mass of short lengths permitted <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Figure 4 Key to table of dimensions for flat bottom rails <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Table 9 British Standard railway rails: table of dimensions of sections in metricated units <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Table 10 British Standard railway rails: table of dimensions of sections in imperial units <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Table 11 Areas, calculated masses and properties for railway rails in metricated units <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Table 12 Areas, calculated masses and properties for railway rails in imperial units <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | Figure 5 BS rail section no. 50 \u201cO\u201d <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Figure 6 BS rail section no. 60 A <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | Figure 7 BS rail section no. 60 R <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Figure 8 BS rail section no. 70 A <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Figure 9 BS rail section no. 75 A <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Figure 10 BS rail section no. 75 R <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | Figure 11 BS rail section no. 80 A <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | Figure 12 BS rail section no. 80 R <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | Figure 13 BS rail section no. 80 \u201cO\u201d <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | Figure 14 BS rail section no. 90 A <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Figure 15 BS rail section no. 90 R <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Figure 16 BS rail section no. 95 A <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | Figure 17 BS rail section no. 95 R <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Figure 18 BS rail section no. 95 RBH <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | Figure 19 BS rail section no. 95 N <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Figure 20 BS rail section no. 100 A <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Figure 21 BS rail section no. 100 R <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | Figure 22 BS rail section no. 110 A <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | Figure 23 BS rail section no. 113 A <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | Figure 24 Key to position of fishbolt holes <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Appendix A Combined verticality and asymmetry gauge for flat bottom rails Figure 25 Combined verticality and asymmetry gauge <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Appendix B Referee gauge for distance between holes and rail end, and hole diameter Figure 26 Distance between holes and rail end, and diameter gauge for flat bottom and bull head rails <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | Appendix C Referee gauge for distance between holes and base of rail Figure 27 Distance between holes and base of rail gauge for flat bottom rails only <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | Appendix D Referee gauge for hole height for 95 RBH rails Figure 28 Vertical drilling gauge for 95 RBH rails <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | Appendix E Independent chemical analyses and tensile tests <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Specification for railway rails<\/b><\/p>\n |