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对桥梁施工中发生的若干预应力技术的质疑
作者:
作者单位:

(1.南京长江三桥建设指挥部;2.东南大学土木工程学院;)

作者简介:

葛宝翔

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中图分类号:

TU757

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Doubts on Several Prestressing Techniques Occurred in Bridge Construction
Author:
Affiliation:

(1.Nanjing Yangtze River Third Bridge Construction Headquarters;2. School of Civil Engineering, Southeast University;)

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    摘要:

    预应力技术在桥梁工程中应用很多,随着高速公路的大规模建设,各种不同型式的桥梁很多,随之出现的质量事故和裂缝病害也不断增多。本文针对预应力桥梁施工中的砼早期强度、预留孔道质量,超长束一端张拉工艺、扁锚的应用,夹片式锚具的尺寸和夹片长度无序减小而影响锚具质量等问题,通过众多事故处理,作者做了大量调查和分析,对施工中发生的若干预应力技术提出了质疑

    Abstract:

    Prestressing technology has been applied in many bridge projects. With the large-scale construction of highways, there are many bridges of different types, and the quality accidents and cracks that occur with them are also increasing. This paper addresses the early strength of concrete in prestressed bridge construction, the quality of the reserved aperture, the super-long bunch of one end of the tensioning process, the application of flat anchors, the size of the clip-type anchorage and the length of the clip is reduced in an orderly manner and affects the quality of the anchorage and other issues, through a number of accidents, the authors did a large number of investigations and analyses of a number of pre-stressing technology occurring in the construction of questioned!

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引用本文

Ge Baoxiang, Zhou Minghua Doubts on Several Prestressing Techniques Occurred in Bridge Construction. Prestress Technology 2006,10(03):26-27. 10.59238/j. pt.2006.03.006

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  • 在线发布日期: 2023-08-10
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