| 浅析现浇箱梁满堂支架搭设施工方案 |
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| 引用本文： | 陈荣凯. 浅析现浇箱梁满堂支架搭设施工方案[J]. 筑路机械与施工机械化, 2012, 29(1): 72-74 |
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| 作者姓名： | 陈荣凯 |
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| 作者单位： | 新疆北新路桥建设股份有限公司,新疆乌鲁木齐,830011 |
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| 摘 要： | 为进一步探讨满堂支架法的搭设施工工艺和力学计算特点,结合重庆沿江高速W5标段双河口互通B匝道桥现浇箱梁满堂支架搭设施工的实例,以B3联为研究对象,对满堂支架搭设方案及其力学验算过程进行了分析,得出了满堂支架搭设的一般工艺和验算方法.
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| 关 键 词： | 现浇箱梁 满堂支架 支架搭设 力学计算 |
Discussion on Support Construction Method of Cast-in-place Box Beam |
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| CHEN Rong-kai. Discussion on Support Construction Method of Cast-in-place Box Beam[J]. Road Machinery & Construction Mechanization, 2012, 29(1): 72-74 |
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| Authors: | CHEN Rong-kai |
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| Affiliation: | CHEN Rong-kai Xinjiang Beixin Road ＆ Bridge Construction Co. Ltd., Urumqi 830011, Xinjiang, China |
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| Abstract: | For further discussion the erection technology and characteristics of mechanical calculation, com- bined with the support construction method of cast-in-place box beam of the bridge at alternative ramp B of dou- ble estuary in W5 section of expressway along Yangtze River in Chongqing, the erection scheme and the me- chanical calculation process of the support in B3 section were analyzed. The general technology and calculation method of support erection were concluded. |
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| Keywords: | cast-in-place box beam support construction method support erection mechanical calculation |
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