{"id":270855,"date":"2024-10-19T18:09:12","date_gmt":"2024-10-19T18:09:12","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-13230-32016\/"},"modified":"2024-10-25T14:20:26","modified_gmt":"2024-10-25T14:20:26","slug":"bs-en-13230-32016","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-13230-32016\/","title":{"rendered":"BS EN 13230-3:2016"},"content":{"rendered":"

This part of the EN 13230<\/span> series<\/span> defines technical criteria and control procedures for manufacturing and testing twin-block reinforced concrete sleepers.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
4<\/td>\nContents Page <\/td>\n<\/tr>\n
6<\/td>\nEuropean foreword <\/td>\n<\/tr>\n
7<\/td>\nIntroduction <\/td>\n<\/tr>\n
8<\/td>\n1 Scope
2 Normative references
3 Terms, definitions and symbols
3.1 Terms and definitions <\/td>\n<\/tr>\n
9<\/td>\n3.2 Symbols
Table 1 \u2014 Symbols <\/td>\n<\/tr>\n
10<\/td>\n4 Product testing
4.1 Test arrangements
4.1.1 General
4.1.2 Rail seat section
Figure 1 \u2014 Test arrangement at the rail seat section (positive bending moment) <\/td>\n<\/tr>\n
11<\/td>\nFigure 2 \u2014 Test arrangement at the rail seat section (negative bending moment)
Table 2 \u2014 Value of Lr in relation to Lp <\/td>\n<\/tr>\n
12<\/td>\n4.2 Test procedures
4.2.1 Test loads
Table 3 \u2014 Value of Fr0 in relation to Lr
4.2.2 Static test
Figure 3 \u2014 Static test procedure at the rail seat section for positive design approval test <\/td>\n<\/tr>\n
13<\/td>\nFigure 4 \u2014 Static test procedure at the rail seat section for negative design approval test <\/td>\n<\/tr>\n
14<\/td>\nFigure 5 \u2014 Static test procedure at the rail seat section for positive routine test <\/td>\n<\/tr>\n
15<\/td>\n4.2.3 Dynamic test
Figure 6 \u2014 Dynamic test procedure at the rail seat section <\/td>\n<\/tr>\n
16<\/td>\nFigure 7 \u2014 Dynamic load application for dynamic test
4.3 Acceptance criteria
4.3.1 General
4.3.2 Static test
4.3.3 Dynamic test <\/td>\n<\/tr>\n
17<\/td>\n4.3.4 Value of coefficients
4.4 Design approval tests
4.4.1 General
4.4.2 Bending moment evaluation
4.4.3 Concrete
4.4.4 Product inspection
4.4.5 Fastening system
4.5 Routine tests
4.5.1 General <\/td>\n<\/tr>\n
18<\/td>\n4.5.2 Static rail seat positive load test
4.5.3 Concrete
5 Steel connecting bar
5.1 General
5.2 Steel
5.2.1 Chemical composition
5.2.2 Mechanical properties <\/td>\n<\/tr>\n
19<\/td>\n5.3 Geometry
5.4 Appearance of the steel connecting bar
6 Design criteria for incorporating the steel connecting bar
6.1 Length of the connecting bar
Figure 8 \u2014 Length of the connecting bar
6.2 Orientation of the connecting bar
6.3 Position of the connecting bar <\/td>\n<\/tr>\n
20<\/td>\n7 Manufacturing
7.1 Manufacturing rules
7.2 Other manufacturing rules <\/td>\n<\/tr>\n
21<\/td>\nAnnex A (normative) Details of the test arrangement components
A.1 Articulated support
Figure A.1 \u2014 Articulated support <\/td>\n<\/tr>\n
22<\/td>\nA.2 Resilient pad
Figure A.2 \u2014 Resilient pad <\/td>\n<\/tr>\n
23<\/td>\nA.3 Tapered packing
Figure A.3 \u2014 Tapered packing <\/td>\n<\/tr>\n
24<\/td>\nAnnex B (normative) Steel connecting bar defects
B.1 Superficial burn
Figure B.1 \u2014 Superficial burn <\/td>\n<\/tr>\n
25<\/td>\nB.2 Tear at the end
Figure B.2 \u2014 Tear at the end
B.3 Cut that is not sharp
Figure B.3 \u2014 Cut that is not sharp <\/td>\n<\/tr>\n
26<\/td>\nB.4 Surface defect
Figure B.4 \u2014 Surface defect
B.5 Splitting
Figure B.5 \u2014 Splitting <\/td>\n<\/tr>\n
27<\/td>\nB.6 Deformation of extremities
Figure B.6 \u2014 Deformation of extremities
B.7 Surface scaling
Figure B.7 \u2014 Surface scaling <\/td>\n<\/tr>\n
28<\/td>\nAnnex ZA (informative) Relationship between this European Standard and the Essential Requirements of EU Directive 2008\/57\/EC <\/td>\n<\/tr>\n
29<\/td>\nTable ZA.1 \u2014 Correspondence between this European Standard, the Commission Regulation N 1299\/2014 of 18 November 2014 on the technical specifications for interoperability relating to the \u2018infrastructure\u2019 subsystem of the rail system in the European U… <\/td>\n<\/tr>\n
30<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Railway applications. Track. Concrete sleepers and bearers – Twin-block reinforced sleepers<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2016<\/td>\n32<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":270857,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2641],"product_tag":[],"class_list":{"0":"post-270855","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-bsi","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/270855","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/270857"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=270855"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=270855"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=270855"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}