| 田阳右江大桥连续刚构桥0号块的托架法施工 |
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| 引用本文： | 周小路. 田阳右江大桥连续刚构桥0号块的托架法施工[J]. 山西建筑, 2007, 33(8): 340-342 |
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| 作者姓名： | 周小路 |
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| 作者单位： | 广西壮族自治区公路桥梁总公司第一工程处,广西南宁530001 |
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| 摘 要： | 结合田阳右江大桥连续刚构桥0号块施工的现场情况,介绍了托架构造及特点,通过对托架受力的分析,提出了贝雷梁临时支撑方案,加快了施工进度,减少了物力、人力的投入。
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| 关 键 词： | 托架 临时支撑 受力 |
| 文章编号： | 1009-6825(2007)08-0340-03 |
| 修稿时间： | 2006-10-16 |
Bracket method for construction of 0# block of Youjiang continuous rigid frame bridge in Tianyang |
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| Zhou Xiao-lu. Bracket method for construction of 0# block of Youjiang continuous rigid frame bridge in Tianyang[J]. Shanxi Architecture, 2007, 33(8): 340-342 |
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| Authors: | Zhou Xiao-lu |
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| Affiliation: | ZHOU Xiao-lu |
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| Abstract: | Combined with practical construction work of 0# block of Youjiang continuous rigid frame bridge in Tianyang bracket method is introduced as well as features and force analysis.Temporary supporting scheme with Bailey beam is proposed,which not only speed up construction progress but also reduce cost. |
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| Keywords: | bracket temporary support force analysis |
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