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文辉大桥索塔变形监测
引用本文:赵阳,项贻强,汪劲丰.文辉大桥索塔变形监测[J].施工技术,2004,33(11):61-63.
作者姓名:赵阳  项贻强  汪劲丰
作者单位:浙江大学,浙江,杭州,310027
摘    要:为确保文辉大桥的施工精度和结构安全,建立了施工控制测量网,采用全站仪对索塔位移进行了监测。揭示了索塔在不平衡索力和日照温差等因素作用下的变形规律,指出其位移主要是沿桥梁轴线方向。因此,在施工中应考虑该位移对主梁线形和斜拉索长度的影响。

关 键 词:斜拉桥  索塔  全站仪  施工控制
文章编号:1002-8498(2004)11-0061-03
修稿时间:2004年6月24日

Deformation Monitoring of Cable Towers of Wenhui Bridge
ZHAO Yang,XIANG Yi-qiang,WANG Jin-feng.Deformation Monitoring of Cable Towers of Wenhui Bridge[J].Construction Technology,2004,33(11):61-63.
Authors:ZHAO Yang  XIANG Yi-qiang  WANG Jin-feng
Abstract:To ensure the construction precision and structure safety of the Wenhui Bridge, engineers built a construction control measure network and adopted total stations to monitor cable tower offsets. In this article, authors present the deformation rule of cable towers under some factors such as unbalanced cable forces and sunshine temperature difference and so force, and state their main offset direction is along the bridge axis. So engineers should take the influence of this offset on the line shape of main beams and lengths of stay cables in their consideration in construction process.
Keywords:cable-stayed bridge  cable tower  total station  construction control  
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