| 斜拉桥长平台牵索挂篮施工的调索方法研究 |
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| 引用本文： | 庄守明,王道斌,吕富艳,谷晓川.斜拉桥长平台牵索挂篮施工的调索方法研究[J].国防交通工程与技术,2007,5(1):61-64,69. |
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| 作者姓名： | 庄守明 王道斌 吕富艳 谷晓川 |
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| 作者单位： | 沈阳市公路规划设计院,辽宁,沈阳,110011;石家庄铁道学院工程力学系,河北,石家庄,050043 |
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| 摘 要： | 根据长平台牵索挂篮的受力特点,提出综合考虑挂篮和混凝土主梁受力安全的调索方法,即先根据挂篮受力要求确定调索次数与各次调索值允许范围,然后将各次调索值上下限均值代入正装计算,并根据斜拉桥主梁受力情况在上下限范围内对中间索力作适当调整,直至满足要求。通过计算所得结果作为石家庄市槐安路斜拉桥的施工控制参数,结果表明调索方法合理,可为今后同类工程借鉴。
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| 关 键 词： | 长平台牵索挂篮 斜拉桥 调索 悬臂现浇施工 |
| 文章编号： | 1672-3953（2007）01-0061-05 |
| 修稿时间： | 2006-06-02 |
Research into Cable Tension Adjustment for Cable-Stayed Bridge Construction with Long Platform Cradle Scaffolds |
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| ZHUANG Shou-ming,WANG Dao-bin,LV Fu-yan,GU Xiao-chuan.Research into Cable Tension Adjustment for Cable-Stayed Bridge Construction with Long Platform Cradle Scaffolds[J].Traffic Engineering and Technology for National Defence,2007,5(1):61-64,69. |
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| Authors: | ZHUANG Shou-ming WANG Dao-bin LV Fu-yan GU Xiao-chuan |
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| Institution: | 1. Shenyang Highway Planning and Design Institute, Shenyang 110011 ,China; 2. Department of Engineering Mechanics, Shijiazhuang Railway Institute, Shijiazhuang 050043,China |
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| Abstract: | |
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| Keywords: | long platform cradle scaffold cable-stayed bridge cable tension adjustment cast-in-place construction of cantilevers |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
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