| 后张法预应力空心板梁的施工质量监理 |
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| 引用本文： | 王俊鹏,曹春明.后张法预应力空心板梁的施工质量监理[J].城市道桥与防洪,2005(3):83-85. |
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| 作者姓名： | 王俊鹏 曹春明 |
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| 作者单位： | 南京通源交通工程监理咨询有限公司,江苏,南京,210000;南京通源交通工程监理咨询有限公司,江苏,南京,210000 |
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| 摘 要： | 后张法预应力空心板梁与其它板梁相比在某些方面有较大的优势,所以在高等级公路桥梁建设过程中得到了广泛的应用,该文着重阐述了后张法预应力空心板梁的施工质量监理。
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| 关 键 词： | 桥梁 空心板梁 施工 后张法 预应力 质量监理 |
| 文章编号： | 1009-7716(2005)03-0083-03 |
| 修稿时间： | 2004年11月8日 |
Supervision of Construction Quality of Prestressed Hollow Slab Beam by Post-Tensioning Method |
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| WANG Junpeng,Cao Chunming.Supervision of Construction Quality of Prestressed Hollow Slab Beam by Post-Tensioning Method[J].Urban Roads Bridges & Flood Control,2005(3):83-85. |
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| Authors: | WANG Junpeng Cao Chunming |
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| Abstract: | In comparison with other slab beam the prestressed hollow slab beam by post-tensioning method has the greater superiority in some aspects, therefore, it has a wide-ranging application in the construction course of high grade highway and bridge. The paper mainly states the construction quality supervision of the prestressed hollow slab beam by post-tensioning method. |
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| Keywords: | bridge hollow slab beam construction post-tensioning method prestressed force quality supervision |
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