1 Overview of Structure for CRTS I Slab Ballastless Track 1．1 CRTS I Track Structure on Bridge 1．2 CRTS I Track Structure on Subgrade 1．3 CRTS I Track Structure in Tunnel 1．4 Transition Design for Type I and Type II Track System on Subgrade 1．5 Transition Design for Type I Ballast and Ballastless Track System on Bridge 1．6 Construction Process Flow of CRTS I Slab Ballastless Track 2 Prefabrication Production of CRTS I Track Slab 2．1 Basic Structure of Slab Yard 2．2 Facility & Tooling Configuration 2．3 Labor Force Organization 2．4 Work Flow for CRTS I Track Slab 2．5 Production Process and Quality Control for CRTS I Track Slab 2．6 Quality Control 3 Pedestal Foundation Treatment 3．1 Beam Surface Treatment 3．2 Subgrade Surface Construction， Acceptance and Delivery 3．3 Quality Control 4 Bed Plate and Convex Blocking Mound Construction on Bridge 4．1 Rebar and Formwork Works 4．2 Concrete Pouring and Curing 4．3 Quality Control 5 Construction of Pedestal Plate and Convex Blocking Mound on Subgrade and in Tunnel 5．1 Construction of Pedestal Plate and Convex Blocking Mound on Subgrade 5．2 Construction of Pedestal Plate and Convex Blocking Mound in Tunnel 5．3 Concrete Pouring and Curing 5．4 Quality Control 6 Track Slab Laying and Tight Alignment 6．1 Track Slab Rough Laying 6．2 Track Slab Tight Alignment 6．3 Resource Allocation 6．4 Quality Control 7 Cement Emulsified Asphalt Mortar Pouring 7．1 The Flow Chart for Cement Emulsified Asphalt Mortar Pouring 7．2 Construction Preparation before Mortar Pouring 7．3 Cement Emulsified Asphalt Mortar Preparation and Transport 7．4 Cement Emulsified Asphalt Mortar Pouring 7．5 Quality Control 8 Resin Construction for Convex Blocking Mound 8．1 Resin Preparation 8．2 Resin Pouring 8．3 Resource Allocation 8．4 Quality Control References
鄂公網(wǎng)安備 42010302001612號(hào) 