| 连续刚构桥0号和1号块托架施工技术 |
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| 引用本文： | 詹辉,王桂玲.连续刚构桥0号和1号块托架施工技术[J].山西建筑,2009,35(11):143-144. |
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| 作者姓名： | 詹辉 王桂玲 |
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| 作者单位： | 中铁二十局集团第二工程有限公司,北京,100000 |
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| 摘 要： | 以东龚家塬特大桥连续刚构施工为例，介绍了在挂篮吊装前0号、1号块施工托架的设计、埋设及预压施工技术，得出了托架设计安全可靠且托架结构简单、受力明确的结论，对类似施工有一定的参考指导作用。
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| 关 键 词： | 连续刚构桥 托架 设计 |
The No.0 and No.1 block bearer construction technology of continuous steel bridge |
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| ZHAN Hui,WANG Gui-ling.The No.0 and No.1 block bearer construction technology of continuous steel bridge[J].Shanxi Architecture,2009,35(11):143-144. |
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| Authors: | ZHAN Hui WANG Gui-ling |
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| Affiliation: | ZHAN Hui ,WANG Gui-ling |
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| Abstract: | With Donggongjiayuan super large Bridge continuous steel construction as example,the design,inbuilt and precompaction construction technology of No.0 and No.1 block before hanging basket lifting,it concluded that the bearer design was safety and reliable,the bearer structure was simple and stress definite,which had guided and referenced effect to similar construction. |
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| Keywords: | continuous steel bridge bearer design |
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