本细则适用于新建和改建路径在800m以下的公路斜拉桥的设计。
1.0.1 The Guidelines is formulated with a view to guiding the design of highway cable-stayed bridge and making the work comply with the requirements of advanced technology, safety and reliability, applicability, durability, economy and rationality.
1.0.2 The Guidelines are applicable to the design of newly-built and renovated highway cable-stayed bridges with span length below 800m.
1.0.3 "Technical Standard of Highway Engineering" (JTG B01-2003) issued by the Ministry of Communications serves as the main criterion of the Guidelines.
1.0.4 In addition to the Guidelines, other relevant specifications for highway bridges and culverts shall be met.
1.0.5 The structure shall be designed according to the limit state method while part of steel members may be designed according to permissible stress method.
1.0.6 For stay cable and other replaceable members, the feasibility and convenience of inspection and replacement must be considered on the premise that the safety operation of major structure is ensured.
1.0.7 New technology, material and process shall be actively and reliably popularized and applied.
1.0.8 Attention shall be paid to the esthetic structure appearance and landscape requirements.
1.0.9 Importance must be attached to the construction process control and operation process maintenance during the design and construction of highway cable-stayed bridge.
Foreword I
1 General Provisions
2 Terms
3 Materials
3.1 Concrete
3.2 Steels
3.3 Stay Cable
3.4 Safety Coefficient of Stay Cable and Anchorage
4 Overall Design
4.1 General Requirements
4.2 Basic Structural System and Type
4.3 Other Structural Systems and Types
4.4 Permissible Deformation
5 Actions
5.1 General Requirements
5.2 Various Actions
5.3 Action Effect Combination
6 Calculation
6.1 General Requirements
6.2 Static Calculation
6.3 Dynamic Characteristic Calculation
6.4 Aerodynamic Stability Calculation
6.5 Seismic Calculation
6.6 Construction Stage Calculation
7 Construction
7.1 General Requirements
7.2 Girder
7.3 Pylon
7.4 Stay Cable
7.5 Structural Aerodynamic Stability
7.6 Anchoring System
7.7 Subsidiary Works
8 Construction Control
8.1 General Requirements
8.2 Basic Requirements
8.3 Control Precision of Construction Process
9 Maintainability and Overhauling Design
9.1 General Requirements
9.2 Maintenance Condition Design
9.3 Member Replacement Condition Design
Explanation of Wording in the Guidelines
Standard
JTG/T D65-01-2007 Guidelines for Design of Highway Cable-stayed Bridge (English Version)
Standard No.
JTG/T D65-01-2007
Status
superseded
Language
English
File Format
PDF
Word Count
13000 words
Price(USD)
260.0
Implemented on
2007-12-1
Delivery
via email in 1 business day
Detail of JTG/T D65-01-2007
Standard No.
JTG/T D65-01-2007
English Name
Guidelines for Design of Highway Cable-stayed Bridge
本细则适用于新建和改建路径在800m以下的公路斜拉桥的设计。
1.0.1 The Guidelines is formulated with a view to guiding the design of highway cable-stayed bridge and making the work comply with the requirements of advanced technology, safety and reliability, applicability, durability, economy and rationality.
1.0.2 The Guidelines are applicable to the design of newly-built and renovated highway cable-stayed bridges with span length below 800m.
1.0.3 "Technical Standard of Highway Engineering" (JTG B01-2003) issued by the Ministry of Communications serves as the main criterion of the Guidelines.
1.0.4 In addition to the Guidelines, other relevant specifications for highway bridges and culverts shall be met.
1.0.5 The structure shall be designed according to the limit state method while part of steel members may be designed according to permissible stress method.
1.0.6 For stay cable and other replaceable members, the feasibility and convenience of inspection and replacement must be considered on the premise that the safety operation of major structure is ensured.
1.0.7 New technology, material and process shall be actively and reliably popularized and applied.
1.0.8 Attention shall be paid to the esthetic structure appearance and landscape requirements.
1.0.9 Importance must be attached to the construction process control and operation process maintenance during the design and construction of highway cable-stayed bridge.
Contents of JTG/T D65-01-2007
Foreword I
1 General Provisions
2 Terms
3 Materials
3.1 Concrete
3.2 Steels
3.3 Stay Cable
3.4 Safety Coefficient of Stay Cable and Anchorage
4 Overall Design
4.1 General Requirements
4.2 Basic Structural System and Type
4.3 Other Structural Systems and Types
4.4 Permissible Deformation
5 Actions
5.1 General Requirements
5.2 Various Actions
5.3 Action Effect Combination
6 Calculation
6.1 General Requirements
6.2 Static Calculation
6.3 Dynamic Characteristic Calculation
6.4 Aerodynamic Stability Calculation
6.5 Seismic Calculation
6.6 Construction Stage Calculation
7 Construction
7.1 General Requirements
7.2 Girder
7.3 Pylon
7.4 Stay Cable
7.5 Structural Aerodynamic Stability
7.6 Anchoring System
7.7 Subsidiary Works
8 Construction Control
8.1 General Requirements
8.2 Basic Requirements
8.3 Control Precision of Construction Process
9 Maintainability and Overhauling Design
9.1 General Requirements
9.2 Maintenance Condition Design
9.3 Member Replacement Condition Design
Explanation of Wording in the Guidelines
