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万吨级斜拉桥水平转体施工监测

Construction Monitoring for Level Rotation of Ten Thousand Tons Cable-stayed Bridge

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【作者】 孙全胜; 王立峰; 孙永存; 王世杰;

【Author】 Sun Quansheng1,2) Wang Lifeng2) Sun Yongcun2) Wang Shijie2) (Northeast Forestry University,Haerbin 150040)1) (Beijing University of Technology,Beijing 100022)2)

【机构】 北京工业大学; 东北林业大学; 东北林业大学 北京100022; 东北林业大学哈尔滨150040; 哈尔滨150040;

【摘要】 从基本参数、线形、内力及梁体内外界温度介绍了转体斜拉桥整体施工阶段和转体施工阶段监测内容、方法及注意事项,介绍了转体重量14000 t,转体角度70.4°及悬臂长度98 m的水平转体独塔单索面预应力混凝土斜拉桥——绥芬河斜拉桥施工监测结果,数据表明该桥转体成功,同时还表明水平转体施工监测的有效性.

【Abstract】 Level rotation of ten thousand tons cable-stayed bridge refers to stability of the bridge in rotation,and requests highly to alignment and internal force of the bridge.Therefore,construction monitoring should be done to entire construction stage and rotational construction stage.Monitoring content,monitoring methods and monitoring precautions in this two stages are introduced from the perspective of bridge basic parameters,bridge alignment,bridge internal force and temperature in and out of the bridge.The results of construction monitoring for Suifenhe cable-stayed bridge are introduced.It is a prestressed concrete cable stayed bridge with one pylon and single cable plane,the rotational weight is 14000t,the rotational angel is 70.4°,the length of cantilever girder is 98m.The results indicate that rotational construction of the bridge is successful and construction monitoring for level rotation of bridge is effective.The monitoring technology can be applied to similar bridges in the future.

  • 【文献出处】 武汉理工大学学报(交通科学与工程版) ,Journal of Wuhan University of Technology(Transportation Science & Engineering) , 编辑部邮箱 ,2007年03期
  • 【分类号】U445.4
  • 【被引频次】17
  • 【下载频次】333
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