高速鐵路軌道工程施工技術(shù)規(guī)程(Q CR9605-2017)(英文版)
定 價(jià):1300 元
- 作者:中國(guó)鐵路總公司 編
- 出版時(shí)間:2017/1/1
- ISBN:9787113238292
- 出 版 社:中國(guó)鐵道出版社
- 中圖法分類:U238-65
- 頁(yè)碼:192
- 紙張:膠版紙
- 版次:1
- 開本:16開
This Specification was prepared based on Document TJS [2010] No. 241-TechnicaI Guide for Construction of High-speed Railway Track as per the requirements for establishing the engineering and construction standard system of CHINA RAILWAY,by summarizing the practical experience in high-speed railway projects that had been put into operation in earlier stage and the experience with CRTSIII slab track for Zhengzhou-Xuzhou High-speed Railway,Panjin-Yingkou High-speed Railway and Shenyang-Dandong High-speed Railway,absorbing the research results on CRTsrri slab track and extensively soliciting the opinions from different parties involved in construction and operationThis Specification comprises 20 chapters, namely General Provisions, Terms, Basic Requirements, Construction Preparations, Setting-out of Construction Control Network,Construction of Ballastless Track Bed for CRTS I Slab Track,Construction of Ballastless Track Bed for CRTS II Slab Track, Construction of Ballastless Track Bed for CRTs rri Slab Track,Construction of Ballastless Track Bed for CRTS Bi-block Ballastless Track, Construction of Sleeper-embedded Ballastless Track in Turnout Area, Laying of Slab Track in Turnout Area,Ballast Installation, Turnout Laying on Ballasted Track, Laying of Rail Expansion Joint,Construction of Transition Section,Laying of Sealing Layers between fracks and on Both Sides,Laying of Continuously Welded Rail (CWR) Track,F(xiàn)ine Adjustment of Track,Pre-grinding of RaiI,Setting.of Signs and Markers,and one appendix.
This Specification was prepared based on Document TJS [2010] No. 241-TechnicaI Guide for Construction of High-speed Railway Track as per the requirements for establishing the engineering and construction standard system of CHINA RAILWAY,by summarizing the practical experience in high-speed railway projects that had been put into operation in earlier stage and the experience with CRTSIII slab track for Zhengzhou-Xuzhou High-speed Railway,Panjin-Yingkou High-speed Railway and Shenyang-Dandong High-speed Railway,absorbing the research results on CRTsrri slab track and extensively soliciting the opinions from different parties involved in construction and operationThis Specification comprises 20 chapters, namely General Provisions, Terms, Basic Requirements, Construction Preparations, Setting-out of Construction Control Network,Construction of Ballastless Track Bed for CRTS I Slab Track,Construction of Ballastless Track Bed for CRTS II Slab Track, Construction of Ballastless Track Bed for CRTs rri Slab Track,Construction of Ballastless Track Bed for CRTS Bi-block Ballastless Track, Construction of Sleeper-embedded Ballastless Track in Turnout Area, Laying of Slab Track in Turnout Area,Ballast Installation, Turnout Laying on Ballasted Track, Laying of Rail Expansion Joint,Construction of Transition Section,Laying of Sealing Layers between fracks and on Both Sides,Laying of Continuously Welded Rail (CWR) Track,F(xiàn)ine Adjustment of Track,Pre-grinding of RaiI,Setting.of Signs and Markers,and one appendix.The main revisions to this Specification include:1. In General Provisions, the application scope of this Specification was revised and the tecluucal requirements for waterproofing and drainage in track works were added.2. Terms such as CRTsrri slab track were added.3. In Basic Requirements,relevant requirements for the interfaces between the track works and the signaling system and the integrated earthing system were added 4. In Construction Preparations,a new section titled \"First Article Assessment\" was added to specify the contents of first article assessment of track works and to set down the technical requirements for the selection,construction and evaluation of first article of works9 a new section titled \"Interface between Track Works and Communication,Signaling,Electric Power Supply and Traction Power Supply Systems\" was added9 to set down the techrucal requirements for the interface between the track works and the communication, signaling9 electric power supply and traction power supply systems; the preparation basis and the main contents of practical construction organization design and operation guide were added; the contents of acceptance inspection,storage and transportation of main materials and components were addedr and the requirements for technological test were added.5. The original chapter \"Survey for Track Works\" was revised into \"6Setting_out of Construction Control Network\"; the two original sections titled \"Setting_out of Densification Reference Mark\" and \"Setting-out of Turnout Reference Mark\" were deleted and the relevant This Specification was prepared based on Document TJS [2010] No. 241-TechnicaI Guide for Construction of High-speed Railway Track as per the requirements for establishing the engineering and construction standard system of CHINA RAILWAY,by summarizing the practical experience in high-speed railway projects that had been put into operation in earlier stage and the experience with CRTSIII slab track for Zhengzhou-Xuzhou High-speed Railway,Panjin-Yingkou High-speed Railway and Shenyang-Dandong High-speed Railway,absorbing the research results on CRTsrri slab track and extensively soliciting the opinions from different parties involved inconstruction and operation This Specification comprises 20 chapters, namely General Provisions, Terms, Basic Requirements, Construction Preparations, Setting-out of Construction Control Network,Construction of Ballastless Track Bed for CRTS I Slab Track,Construction of Ballastless Track Bed for CRTS II Slab Track, Construction of Ballastless Track Bed for CRTs rri Slab Track,Construction of Ballastless Track Bed for CRTS Bi-block Ballastless Track, Construction of Sleeper-embedded Ballastless Track in Turnout Area, Laying of Slab Track in Turnout Area,Ballast Installation, Turnout Laying on Ballasted Track, Laying of Rail Expansion Joint,Construction of Transition Section,Laying of Sealing Layers between fracks and on Both Sides,Laying of Continuously Welded Rail (CWR) Track,F(xiàn)ine Adjustment of Track,Pre-grinding of RaiI,Setting.of Signs and Markers,and one appendix.The main revisions to this Specification include:1. In General Provisions, the application scope of this Specification was revised and the tecluucal requirements for waterproofing and drainage in track works were added.2. Terms such as CRTsrri slab track were added.3. In Basic Requirements,relevant requirements for the interfaces between the track works and the signaling system and the integrated earthing system were added4. In Construction Preparations,a new section titled \"First Article Assessment\" was added to specify the contents of first article assessment of track works and to set down the technical requirements for the selection,construction and evaluation of first article of works9 a new section titled \"Interface between Track Works and Communication,Signaling,Electric Power Supply and Traction Power Supply Systems\" was added9 to set down the techrucal requirements for the interface between the track works and the communication, signaling9 electric power supply and traction power supply systems; the preparation basis and the main contents of practical construction organization design and operation guide were added; the contents of acceptance inspection,storage and transportation of main materials and components were addedr and the requirements for technological test were added.5.
1 General Provisions
2 Terms
3 Basic Requirements
3.1 GeneralRequirements
3.2 Client
3.3 Design Institute
3.4 Contractor
3.5 Supervisor
4 Construction Preparations
4.1 Construction Investigation
4.2 Check of Construction Technical Documents
4.3 Construction Scheme Selection and Resource Allocation
4.4 Preparation of Executive Construction Plan and Operation Guide
4.5 Technical Disclosure for Construction
4.6 Arrangement of Track-laying Base
4.7 Site Test,Storage and Transportation of Main Materials and Components
4.8 Handover between Sub-track Works and Track Works
4.9 Technological Test for Ballastless Track
4.10 First Article Assessment
4.11 Interface between Track Works and Communication,Signaling,Electric Power Supply
and Traction Power Supply Systems
5 Setting-out of Construction Control Network
5.1 GeneralRequirements
5.2 Re-survey of CPI and CPII Horizontal and Vertical Control Networks
5.3 Densification of CPII Horizontal and Vertical Control Networks
5.4 Setting-out and Re-survey of Track Control Network (CPIII)
6 Construction of Ballastless Track Bed for CRTsi Slab Track
6.1 GeneralRequirements
6.2 Casting of Concrete Base and Bollard
6.3 Laying of Track Slabs
6.4 Construction of Cement Asphalt Mortar Filling Layer
6.5 ResinlnjectionaroundBollard
7 Construction of Ballastless Track Bed for CRTSII Slab Track
7.1 General Requirements
7.2 Construction of Supporting Layer
7.3 Laying of Sliding Layer and Hard Foam Boards on Bridge
7.4 Casting of Concrete Base on Bridge
7.5 Construction of Anchorage Structure behind Abutment
7.6 Laying of Track Slabs
7.7 Injection of Cement Asphalt Mortar
7.8 Longitudinal Connection of Track Slabs and Blocking of Grouting Hole
7.9 Anchorage Connection of Track Slabs
7.10 Construction of Lateral Stop Blocks
8 Construction of Ballastless Track Bed for CRTSIII Slab Track
8.1 GeneralRequirements
8.2 Casting of Concrete Base and Negative Cams
8.3 Laying of Isolation Layer and Elastic Cushion
8.4 Laying of Track Slabs
8.5 Laying of Self-compacting Concrete Layer
9 Construction of Ballastless Track Bed for CRTS Bi-block Ballastless Track
9.1 GeneralRequirements
9.2 Laying of Supporting Layer
9.3 Casting of Concrete Base and Negative Cams
9.4 Laying of Isolation Layer and Elastic Cushion
9.5 Assembly9Adjustment and Fixat:ion of Track Panel with Track Panel Support Method
9.6 Assembly,Adjustment and Fixation of Track Panel with Track Panel Frame Method
9.7 Concreting of Slab on Site
10 Construction of Sleeper-embedded Ballastless Track in Turnout Area
10.1 GeneralRequirements
10.2 Laying of Supporting Layer
10.3 Casting of Concrete Base and Negative Cams
10.4 Laying of Isolation Layer and Elastic Cushion
10.5 Assembly,Adjustment and Fixation of Turnout Track Panel
10.6 Slab Concreting
10.7 Welding and Fastening-down of Turnout Rails
11 Laying of Slab Trackin Turnout Area
11.1 General Requirements
11.2 Casting of Concrete Base and Negative Cams
11.3 Survey of Track Reference Point
11.4 Laying of Isolation Layer and Elastic Buffer Cushion
11.5 Laying of Turnout Slab
11.6 Laying of Self-compacting Concrete Layer
11.7 Construction of Switching Equipment Foundation
……
12 Ballast Installation
13 Turnout Laying on Ballasted Track
14 Laying of Rail Expansion Joint
15 Construction of Transition Section
16 Laying of Sealing Layers between Tracks and on Both Sides
17 Laying of Continuously Welded Rail (CWR) Track
18 Fine Adjustment of Track
19 Pre-grinding of Rail
20 Setting of Signs and Markers
Appendix A Tables Used for Track Construction
Words Used for Different Degrees of Strictness