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预应力混凝土连续箱梁裂缝成因分析及预防措施
引用本文:徐卫国. 预应力混凝土连续箱梁裂缝成因分析及预防措施[J]. 现代交通技术, 2005, 2(4): 58-61
作者姓名:徐卫国
作者单位:无锡市高速公路建设指挥部,江苏,无锡,214123
摘    要:
预应力混凝土连续箱梁桥在中等、大跨径桥梁中应用广泛,但其在实际应用中还存在不少问题值得深入研究,尤其是混凝土的开裂问题。本文针对预应力混凝土连续箱梁桥在施工过程中或投入运营不久就出现较多裂缝的现象,从设计、施工及其他相关因素等原因对裂缝的成因进行分析,并提出相应的预防措施。

关 键 词:预应力混凝土 连续箱梁桥 裂缝成因 预防措施
文章编号:1672-9889(2005)04-0058-04
收稿时间:2004-08-19
修稿时间:2004-08-19

Cause of Formation of Cracks and Prevent Measures in PC Continuous Box Girder Bridges
Xu WeiGuo. Cause of Formation of Cracks and Prevent Measures in PC Continuous Box Girder Bridges[J]. Modern Transportation Technology, 2005, 2(4): 58-61
Authors:Xu WeiGuo
Abstract:
Prestressed concrete continuous box girder bridges are widely used in middle and long span bridges, and will be more widely used. But there are still many problems existing worth studying deeply in practical application, especially the cracks of concrete. There are many cracks appear when the prestressed concrete continuous box girder bridges are constructing or bring into service, this article have the problem genetic analysed from design ,construction and extraneous factor, and corresponding prevent measures are brought forward in this paper.
Keywords:prestressed concrete    continuous box girder bridge    cause of formation of cracks    prevent measures
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