首頁 > 工業技術 > 汽車與交通運輸 > Construction Technology of Slab Type and Sleeper Type Ballast less Track in Turnout Area
舉報 
會員
Construction Technology of Slab Type and Sleeper Type Ballast less Track in Turnout Area
最新章節：
References
本書按照高速鐵路無砟道岔下承軌結構形式的不同，分為板式岔區無砟軌道施工和枕式岔區無砟軌道施工兩部分，分別簡要介紹了道岔區無砟軌道不同的結構形式以及其他類型軌道結構的過度形式，詳細介紹了道岔區道床的施工工藝，提出了產品質量控制要點，重點介紹了岔區線路交接和控制測量、道岔運輸和存儲管理、道岔鋪設與精調、道岔鋼軌鋁熱焊接方式等。
最新章節
- References
- 6.7 Quality Control
- 6.6 Quality Inspection and Acceptance
- 6.5 Disposition of Main Construction Machine & Equipment，and Inspection and Measuring Instrument
- 6.4 Labor Organization on Construction Site
- 6.3 Construction Technology and Technical Requirement
上架時間：2020-06-29 11:27:09
出版社：中國鐵道出版社
上海閱文信息技術有限公司已經獲得合法授權，并進行制作發行
- References 更新時間：2020-06-29 11:30:48
- 6.7 Quality Control
- 6.6 Quality Inspection and Acceptance
- 6.5 Disposition of Main Construction Machine & Equipment，and Inspection and Measuring Instrument
- 6.4 Labor Organization on Construction Site
- 6.3 Construction Technology and Technical Requirement
- 6.2 Construction Technological Flow
- 6.1 Overview
- 6 Turnout Rail Welding
- 5.9 Quality Control
- 5.8 Quality Control and Acceptance
- 5.7 Disposition for Main Construction Machine & Equipment，and Inspection and Measuring Instrument
- 5.6 Labor Organization on Construction Site
- 5.5 Construction Technology and Technical Requirement for Turnout Track Bed Slab
- 5.4 Paving Technology and Technical Requirement for Isolated Layer
- 5.3 Construction Technology and Technical Requirement for Concrete Bed Plate
- 5.2 Construction Technological Flow
- 5.1 Laying of Sleeper Type Switch Areaon Bridge
- 5 Construction of Sleeper Type Switch Area on Bridge
- 4.8 Quality Control
- 4.7 Quality Inspection and Acceptance
- 4.6 Disposition for Main Construction Machine & Equipment，and Inspection and Measuring Instrument
- 4.5 Labor Organization on Construction Site
- 4.4 Construction Technology and Technical Requirement for Turnout Track Bed Slab
- 4.3 Construction Technology and Technical Requirement for Concrete Supporting Layer
- 4.2 Construction Technological Flow
- 4.1 Laying of Sleeper Type Turnout on Subgrade
- 4 Construction of Sleeper Type Turnout Area on Subgrade
- 3.3 Turnout Laying Setting out and Densified Point Surveying
- 3.2 CP Ⅲ Track Control Network Repeating Survey
- 3.1 Switch Area Track Intersection
- 3 Switch Area Track Intersection and Turnout Laying Setting out
- 2.2 Transportation and Hoisting for Switch Track Section Components
- 2.1 Transportation，Storage and Hoisting For Turnout Components
- 2 Transportation，Storage and Hoisting for Turnout Materials
- 1.2 The Structure of Sleeper Type Switch Area on Bridge
- 1.1 The Structure of Sleeper Type Switch Area on Subgrade
- 1 Overview of Sleeper Type Switch Area Structure
- PartⅡ Construction of Ballastless Track in Sleeper Type Switch Area
- 4.7 Quality Control
- 4.6 Configuration of Main Construction Machine Equipment
- 4.5 Labor Force Organization on Construction Site
- 4.4 Quality Inspection for Turnout Slab Fine Adjustment
- 4.3 Construction Technology and Method
- 4.2 Construction Technological Flow
- 4.1 Slab Type Turnout Laying on Bridge
- 4 Slab Type Switch Area Construction on Bridge
- 3.9 Quality Control
- 3.8 Quality Inspection and Acceptance
- 3.7 Main Construction Machine and Equipment Configuration
- 3.6 Labor Organization on Construction Site
- 3.5 Assembly Technology and Technical Requirement for Turnout Steel Rail Piece
- 3.4 Construction Technology and Technical Requirement for Turnout Slab Laying
- 3.3 Construction Technology and Technical Requirement for Concrete Cushion
- 3.2 Construction Technological Flow
- 3.1 Slab Type Turnout Laying on Subgrade
- 3 Construction of Slab Type Turnout Area on Subgrade
- 2.4 Surveying for Foundation Piles of Slab Type Ballastless Turnout
- 2.3 The Survey Coordinates Conversion for Datum Mark and Angular Point
- 2.2 CP Ⅲ Track Control Network Resurvey
- 2.1 Track Intersection in Turnout Area
- 2 Track Intersection in Turnout Area and Turnout Laying Setting out
- 1.2 The Structure of Slab Type Turnout Area on Bridge
- 1.1 The Structure of Slab Type Turnout Area on Subgrade
- 1 Structure Overview of Slab Type Turnout Area
- PartⅠ Construction of Slab Type Ballastless Track in Turnout Area
- Foreword
- Preface
- Brief Introduction of the Book
- 版權信息
- 封面
- 封面
- 版權信息
- Brief Introduction of the Book
- Preface
- Foreword
- PartⅠ Construction of Slab Type Ballastless Track in Turnout Area
- 1 Structure Overview of Slab Type Turnout Area
- 1.1 The Structure of Slab Type Turnout Area on Subgrade
- 1.2 The Structure of Slab Type Turnout Area on Bridge
- 2 Track Intersection in Turnout Area and Turnout Laying Setting out
- 2.1 Track Intersection in Turnout Area
- 2.2 CP Ⅲ Track Control Network Resurvey
- 2.3 The Survey Coordinates Conversion for Datum Mark and Angular Point
- 2.4 Surveying for Foundation Piles of Slab Type Ballastless Turnout
- 3 Construction of Slab Type Turnout Area on Subgrade
- 3.1 Slab Type Turnout Laying on Subgrade
- 3.2 Construction Technological Flow
- 3.3 Construction Technology and Technical Requirement for Concrete Cushion
- 3.4 Construction Technology and Technical Requirement for Turnout Slab Laying
- 3.5 Assembly Technology and Technical Requirement for Turnout Steel Rail Piece
- 3.6 Labor Organization on Construction Site
- 3.7 Main Construction Machine and Equipment Configuration
- 3.8 Quality Inspection and Acceptance
- 3.9 Quality Control
- 4 Slab Type Switch Area Construction on Bridge
- 4.1 Slab Type Turnout Laying on Bridge
- 4.2 Construction Technological Flow
- 4.3 Construction Technology and Method
- 4.4 Quality Inspection for Turnout Slab Fine Adjustment
- 4.5 Labor Force Organization on Construction Site
- 4.6 Configuration of Main Construction Machine Equipment
- 4.7 Quality Control
- PartⅡ Construction of Ballastless Track in Sleeper Type Switch Area
- 1 Overview of Sleeper Type Switch Area Structure
- 1.1 The Structure of Sleeper Type Switch Area on Subgrade
- 1.2 The Structure of Sleeper Type Switch Area on Bridge
- 2 Transportation，Storage and Hoisting for Turnout Materials
- 2.1 Transportation，Storage and Hoisting For Turnout Components
- 2.2 Transportation and Hoisting for Switch Track Section Components
- 3 Switch Area Track Intersection and Turnout Laying Setting out
- 3.1 Switch Area Track Intersection
- 3.2 CP Ⅲ Track Control Network Repeating Survey
- 3.3 Turnout Laying Setting out and Densified Point Surveying
- 4 Construction of Sleeper Type Turnout Area on Subgrade
- 4.1 Laying of Sleeper Type Turnout on Subgrade
- 4.2 Construction Technological Flow
- 4.3 Construction Technology and Technical Requirement for Concrete Supporting Layer
- 4.4 Construction Technology and Technical Requirement for Turnout Track Bed Slab
- 4.5 Labor Organization on Construction Site
- 4.6 Disposition for Main Construction Machine & Equipment，and Inspection and Measuring Instrument
- 4.7 Quality Inspection and Acceptance
- 4.8 Quality Control
- 5 Construction of Sleeper Type Switch Area on Bridge
- 5.1 Laying of Sleeper Type Switch Areaon Bridge
- 5.2 Construction Technological Flow
- 5.3 Construction Technology and Technical Requirement for Concrete Bed Plate
- 5.4 Paving Technology and Technical Requirement for Isolated Layer
- 5.5 Construction Technology and Technical Requirement for Turnout Track Bed Slab
- 5.6 Labor Organization on Construction Site
- 5.7 Disposition for Main Construction Machine & Equipment，and Inspection and Measuring Instrument
- 5.8 Quality Control and Acceptance
- 5.9 Quality Control
- 6 Turnout Rail Welding
- 6.1 Overview
- 6.2 Construction Technological Flow
- 6.3 Construction Technology and Technical Requirement
- 6.4 Labor Organization on Construction Site
- 6.5 Disposition of Main Construction Machine & Equipment，and Inspection and Measuring Instrument
- 6.6 Quality Inspection and Acceptance
- 6.7 Quality Control
- References 更新時間：2020-06-29 11:30:48
