《岔区板式与枕式无砟轨道施工技术（英文版）/高速铁路无砟轨道施工技术丛书》按照高速铁路无砟道岔下承轨结构形式的不同，分为板式岔区无砟轨道施工和枕式岔区无砟轨道施工两部分，分别简要介绍了道岔区无砟轨道不同的结构形式以及其他类型轨道结构的过度形式，详细介绍了道岔区道床的施工工艺，提出了产品质量控制要点，**介绍了岔区线路交接和控制测量、道岔运输和存储管理、道岔铺设与精调、道岔钢轨铝热焊接方式等。

《岔区板式与枕式无砟轨道施工技术（英文版）/高速铁路无砟轨道施工技术丛书》：
3.Prism calibration
The prism with constant error ≤±0.5 mm shall be applied， which shall be calibrated and inspected during operation period， and all prism shall be qualified.The construction measurement for Dezhou Eastern Station of Beijing—Shanghai high speed railway was equipped with two groups of prims， 8 prims in each group.
2.2.4 CPⅢ control network resurvey
1.CPⅢ plane network field observation
CPⅢ plane network shall be measured with free surveying station edge—angle intersection method.In free surveying station measurement， three pairs of CPⅢ points back and forth shall be taken as measurement targets， every CPⅢ point shall be jointly measured from three surveying stations.The surveying shall be performed preferabley in cloudy days without wind or at night.
……

Part Ⅰ 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 CPⅢ 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

Part Ⅱ Construction of Bailastless 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 CPⅢ 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 Areaon 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