鐵路混凝土工程施工技術(shù)規(guī)程(Q/CR 9207-2017 英文版)
定 價(jià):950 元
- 作者:中國(guó)鐵路總公司 編
- 出版時(shí)間:2017/1/1
- ISBN:9787113243159
- 出 版 社:中國(guó)鐵道出版社
- 中圖法分類(lèi):U215-65
- 頁(yè)碼:128
- 紙張:膠版紙
- 版次:1
- 開(kāi)本:16開(kāi)
The translation of this Specification is organized by China Railway Economic and Planning Research Institute authorized by CHINA RAILWAY.
This is the official English language version of Q/CR 9207-2017. The Chinese version of this Specification was issued by CHINA RAILWAY and came into effect on June 1,2017.1n case of discrepancies between the two versions9 the Chinese version shall prevail, CHINA RAILWAY owns the copyright of this English version
China Railway No. 3 Engineering Group Co.,Ltd. prepared the English version China Railway Tunnel Group Co.,Ltd. etc. provided great support during review of this English version
Your comments are invited and should be addressed to China Railway Economic and Planning Research Institute,29B,Beifengwo Road,Haidian District,Beijing,100038,P. R. China.
The translation was performed by Wang Jin, Chang Naichao, Qin Jianwei, Zhang Feng, Hu Guowei,Zhang Dongqing,Zhou Yuan
The translation was reviewed by Zhai Jinying, Wang Lei, Huo Baoshi, Yin Quanyong, Su Congmin,Li Huacun,Yang Yongqiang,Zhang Dexiang.
1 General Provisions
2 Terms
3 Basic Requirements
4 Formwork
4.1 General Requirements
4.2 Formwork Design
4.3 Fabrication and Erection of Formwork
4.4 Removal of Formwork
5 Steel Bar
5.1 General Requirements
5.2 Processing of Steel Bar
5.3 Steel Bar Splicing
5.4 Installation of Steel Bar
6 Concrete Works
6.1 General Requirements
6.2 Concrete Batching Plant
6.3 Concrete Raw Materials
6.4 Concrete Mixing Proportion
6.5 Concrete Mixing
6.6 Concrete Transportation
6.7 Concrete Casting
6.8 Concrete Vibration
6.9 Concrete Curing
6.10 Formwork Removal
7 Prestressing
7.1 General Requirements
7.2 Prestressing Tendon Anchorage Grip and Coupler
7.3 Prestressed Duct
7.4 Protection of Prestressing Materials
7.5 Fabrication and Installation of Prestressing Tendon
7.6 Tensioning
7.7 Duct Grouting
7.8 Anchorage (End) Sealing
8 Special Concrete
8.1 General Requirements
8.2 Mass Concrete
8.3 Self-compacting Concrete
8.4 Fiber Concrete
8.5 Shotcrete
8.6 Super Fine Sand Concrete
8.7 Shrinkage Compensating Concrete
8.8 No-fines Pervious Concrete
8.9 Air-tight Concrete
8.10 Reactive Powder Concrete
8.11 Mortar for Bridge Bearing
8.12 Bearing Layer Concrete
9 Corrosion-resistant Measures
9.1 General Requirements
9.2 Coat of Concrete Surface
9.3 Silane Soakage for Concrete Surface
9.4 Epoxy Coated Steel Bars
9.5 Steel Bar Rust Inhibitor
9.6 Cathodic Protection
9.7 Steel Encasing Protection
10 Masonry Works
10.1 General Requirements
10.2 Stone and Prefabricated Concrete Block
10.3 Mortar
10.4 Mortar Masonry Construction
10.5 Dry Masonry Construction
10.6 Deformation Joint and Weep Hole
11 Concrete Construction in Cold Weather
11.1 General Requirements
11.2 Steel Bar Processing
11.3 Concrete Construction
11.4 Masonry Construction
12 Concrete Construction in Hot Weather
12.1 General Requirements
12.2 Construction at High Temperature
12.3 Construction in Rainy Season
13 Construction in Dry Areas with Strong Wind
13.1 General Requirements
13.2 Concrete Construction
13.3 Masonry Construction
14 Environmental Protection and Water & Soil Conservation
Appendix A Calculation of Steel Bar Cutting
Appendix B Jack Calibration
Appendix C Correction of Measured Elongation and Accurate Calculation of Theoretical Elongation for Post-tensioned Prestressing rfendon
Appendix D Calculation Method for Temperature Stress and Shrinkage Stress of Mass Concrete Element during Construction
Appendix E Method for Calculating Thermal Insulation Layer on the Surface of Mass Concrete Element
Appendix F Inspection Method for Silane Soakage on Concrete Surface
Appendix G Requirements for Types Specifications and Quality of Stones for Masonry Works
Appendix H Mortar Mixing Design Preparation Curing and Compressive Strength Determination of the Specimen
Appendix J Thermotechnical Calculation of Concrete
Words Used for Different Degrees of Strictness