| 20 m后张法预应力空心板施工技术 |
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| 引用本文： | 赵强.20 m后张法预应力空心板施工技术[J].西部交通科技,2008(3). |
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| 作者姓名： | 赵强 |
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| 作者单位： | 广东长宏公路工程有限公司,广东,广州,511330 |
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| 摘 要： | 文章介绍了陕西省关中公路环线20m后张法预应力空心板梁预制所采用的施工技术,探讨了预应力张拉等工序施工过程中的质量控制技术问题。
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| 关 键 词： | 桥梁工程 后张法预应力空心板 施工技术 预应力张拉 |
Construction Technology for 20m Post-tensioning Prestressed Hollow Slab |
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| ZHAO Qiang.Construction Technology for 20m Post-tensioning Prestressed Hollow Slab[J].Western China Communication Science & Technology,2008(3). |
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| Authors: | ZHAO Qiang |
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| Abstract: | After presenting the construction technology adopted in the prefabrication of 20m post-tensioning prestressed hollow slab beam in Guanzhong ring road,Shaanxi,the Paper discussed the quality control technology for prestressed tensioning procedure. |
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| Keywords: | Bridge engineering Post-tensioning prestressed hollow slab Construction technology Prestressed tensioning |
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