+Advanced Search 中文版
The application of unbonded post tensioned prestressed steel bars in bridge construction
Author:
Affiliation:

Clc Number:

U445.57

Fund Project:

  • Article
  • |
  • Figures
  • |
  • Metrics
  • |
  • Reference
  • |
  • Related
  • |
  • Cited by
  • |
  • Materials
  • |
  • Comments
    Abstract:

    In order to solve the problem of prefabrication of main girder blocks of Tianjin Yonghe Cable-stayed Bridge, it is proposed for the first time that the vertical prestressing tendons in the three-way prestressing blocks are made of non-bonded prestressing thick steel tendons, which mainly solves the problems of making holes for the weak section of the blocks and the problem of slurry cascading and simplifies the construction process.

    Reference
    Related
    Cited by
引用本文

Zhang Guixin The application of unbonded post tensioned prestressed steel bars in bridge construction. Prestress Technology 1999,3(01):31-33. 10.59238/j. pt.1999.01.008

复制
Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Received:
  • Revised:
  • Adopted:
  • Online: August 11,2023
  • Published: