2012ReportRequires access

The Study and Application on Girder-Conveying By Track Cable Method for Stiffening Girder of Long-Span Suspension Bridge

Ruili Shen, Yong Hong Yan, NianlaiI Zhang, Maolin Tang

Open publisher page 0 citations

Abstract

This paper introduces a new construction method for the longitudinal transportation of stiffening girder of long-span suspension bridge, which is called girder-conveying by track cable method, and it is an original erection method for stiffening girder of suspension bridges. The method is applied to carry the stiffening girder longitudinally by girder carrier through traction over a flexible tensile track cable, which serves as a load carrying member suspended under the main cable and connected with suspenders. This new method overcomes the difficulties of traditional method in longitudinal transportation of stiffening girder, hoisting load constraint and poor economical efficiency for long-span suspension bridge construction in mountainous areas. By adopting this new method, the large stiffening girder sections can be conveyed and erected under various orographic condition. The method has been adopted in the construction of Aizhai Bridge in Hunan Province, China.

About this research paper

What this paper is about

This paper introduces a new construction method for the longitudinal transportation of stiffening girder of long-span suspension bridge, which is called girder-conveying by track cable method, and it is an original erection method for stiffening girder of suspension bridges. The method is applied to carry the stiffening girder longitudinally by girder carrier through traction over a flexible tensile track cable, which serves as a load carrying member suspended under the main cable and connected with suspenders. This new method overcomes the difficulties of traditional method in longitudinal transportation of stiffening girder, hoisting load constraint and poor economical efficiency for long-span suspension bridge construction in mountainous areas. By adopting this new method, the large stiffening girder sections can be conveyed and erected under various orographic condition. The method has been adopted in the construction of Aizhai Bridge in Hunan Province, China.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

This paper introduces a new construction method for the longitudinal transportation of stiffening girder of long-span suspension bridge, which is called girder-conveying by track cable method, and it is an original erection method for stiffening girder of suspension bridges. The method is applied to carry the stiffening girder longitudinally by girder carrier through traction over a flexible tensile track cable, which serves as a load carrying member suspended under the main cable and connected with suspenders. This new method overcomes the difficulties of traditional method in longitudinal transportation of stiffening girder, hoisting load constraint and poor economical efficiency for long-span suspension bridge construction in mountainous areas. By adopting this new method, the large stiffening girder sections can be conveyed and erected under various orographic condition. The method has been adopted in the construction of Aizhai Bridge in Hunan Province, China.

Key concepts: Stiffening, Girder, Structural engineering, Suspension (topology), Bridge (graph theory), Engineering, Span (engineering), Track (disk drive)

Related papers

Back to paper searchBrowse research topicsOriginal source
The Study and Application on Girder-Conveying By Track Cable Method for Stiffening Girder of Long-Span Suspension Bridge — Research Paper | ScholarLens