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CJ/T 464-2014: Pot bearing for urban rail transit bridges
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| CJ/T 464-2014 | English | 709 |
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Pot bearing for urban rail transit bridges
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Standard similar to CJ/T 464-2014 CJJ 36 | GB 50763 | CJJ 1 | CJJ/T 301 | CJJ/T 295 | CJ/T 457 | Basic data | Standard ID | CJ/T 464-2014 (CJ/T464-2014) | | Description (Translated English) | Pot bearing for urban rail transit bridges | | Sector / Industry | Urban Construction Industry Standard (Recommended) | | Classification of Chinese Standard | P51 | | Classification of International Standard | 93.080.99 | | Word Count Estimation | 27,237 | | Date of Issue | 10/20/2014 | | Date of Implementation | 4/1/2015 | | Quoted Standard | GB/T 528; GB/T 1033.1; GB/T 1040.2; GB/T 1591; GB/T 1682; GB/T 2040; GB/T 3280; GB/T 3398.1; GB/T 3512; GB/T 4171; GB/T 6031; GB/T 7759; GB/T 7762; GB 50661; HG/T 2366; HG/T 2502; TB/T 2331 | | Regulation (derived from) | People's Republic of China Ministry of Housing and Urban-Rural Development Notice No. 609 | | Issuing agency(ies) | Ministry of Housing and Urban-Rural Development of the People's Republic of China | | Summary | This Standard specifies the Urban Rail Transit Bridge pot bearings specifications, classification, model, product composition structure, materials, requirements, test methods, inspection rules, marking, packaging, transportation and storage requirements. | CJ/T 464-2014: Pot bearing for urban rail transit bridges---This is a DRAFT version for illustration, not a final translation. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.) will be manually/carefully translated upon your order.
Pot bearing for urban rail transit bridges
ICS 93.080.99
P51
People's Republic of China urban construction industry standards
Urban rail transit bridge basin bearings
Posted on.2014-10-20
2015-04-01 implementation
Ministry of Housing and Urban-Rural Development, People's Republic of China released
Directory
Preface Ⅰ
1 Scope 1
2 Normative references 1
3 Terms and definitions 1
4 specifications, classification, model, product structure 2
5 material 5
6 Requirements 10
7 Test methods 11
Inspection rules 12
9 logo, packaging, transportation and storage 13
Appendix A (Normative) Synthetic material sample preparation 14
Appendix B (Normative) Modified PTFE board friction coefficient and line wear rate test method 15
Appendix C (Normative) Modified Teflon plate load compression deformation test method 18
Appendix D (Normative) Finished product bearing horizontal load test method 19
Appendix E (Normative) Adjustments to raise the performance of pot bearing test method 21
Appendix F (Normative) Finished bearing vertical load.2000000 fatigue test method 23
Foreword
This standard was drafted in accordance with the rules given in GB/T 1.1-2009.
This standard proposed by the Ministry of Housing and Urban Standard and Design Institute.
This standard by the Ministry of Housing and Urban Urban Rail Transit Standardization Technical Committee.
This standard is drafted by. Hengshui Baoli Rubber Engineering Co., Ltd..
Participated in the drafting of this standard. Beijing Urban Construction Design Institute of the limited liability company, the state project rubber product quality supervision and inspection
Heart, Shanghai Urban Construction Design and Research Institute, China Communications First Highway Survey and Design Institute Co., Ltd., China Railway First Survey and Design Institute Group
Co., Ltd., Haikou Municipal Engineering Design and Research Institute, Hebei Engineering Rubber Engineering Research Center.
The main drafters of this standard. Wang Xihui, Liu Xinshun, Zhao Jiping, Que Zi, Zhang Xiaolin, Li Hong, Peng Jun, Alpine, Wang Wei, Yang Shaojun, Wu Yanwei,
Zhou Kai.
Urban rail transit bridge basin bearings
1 Scope
This standard specifies the specifications, classification, model, composition of the product structure, materials, requirements, test side of urban rail transit bridge pot bearings
France, inspection rules, marking, packaging, transportation and storage requirements.
This standard applies to the vertical design capacity of 500kN ~ 100000kN, seismic fortification intensity of 8 degrees below (including 8 degrees) area
Urban rail transit bridge and road bridge with basin bearings, does not apply to magnetic levitation rail transit and straddle monorail track traffic bridge
Support.
2 Normative references
The following documents for the application of this document is essential. For dated references, only the dated version applies to this article
Pieces. For undated references, the latest edition (including all amendments) applies to this document.
Rubber, vulcanized or thermoplastic - Determination of tensile stress - strain properties
GB/T 1033.1 Determination of plastic non-foam density - Part 1. Immersion, liquid pyknometer and titration
GB/T 1040.2 Determination of tensile properties of plastics - Part 2. Test conditions for molding and extrusion of plastics
GB/T 1591 low-alloy high-strength structural steel
Rubber, vulcanized - Determination of low temperature brittleness - Single sample method
GB/T 2040 copper and copper alloy sheet
GB/T 3280 stainless steel cold-rolled steel sheet and strip
GB/T 3398.1 Determination of plasticity - Part 1. Ball indentation method
GB/T 3512 vulcanized rubber or thermoplastic rubber hot air accelerated aging and heat test
GB/T 4171 weathering structural steel
GB/T 6031 Determination of vulcanized rubber or thermoplastic rubber hardness (10 ~ 100IRHD)
GB/T 7759 vulcanized rubber, thermoplastic rubber at room temperature, high temperature and low temperature compression set determination
GB/T 7762 Vulcanized rubber or thermoplastic rubber resistance to ozone cracking static tensile test
GB 50661 steel structure welding code
HG/T 2366 dimethicone
HG/T 2502 5201 grease
TB/T 2331 railway bridge basin bearings
3 Terms and definitions
The following terms and definitions apply to this document.
3.1
Adjust basin support heightadjustablepotbearing
Through the filling hole set on the lower support plate of the basin support, the synthetic steel is injected into the support basin to realize the function of stepless increase
Support.
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