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无粘结力后张预应力钢筋在桥梁建设中的应用
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(铁道部大桥工程局第一桥梁工程处)

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张贵新

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U445.57

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The application of unbonded post tensioned prestressed steel bars in bridge construction
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    摘要:

    为了解决天津永和斜拉桥主梁块件预制,首次提出在三向预应力块力中竖向预应力筋采用无粘结力预应力粗钢筋,主要解决块件断面较弱制孔困难和压浆串浆问题,并简化施工工序。

    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.

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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

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  • 在线发布日期: 2023-08-11
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