| 后张法50m预应力T型梁施工控制 |
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| 引用本文： | 杨世兵,王兵.后张法50m预应力T型梁施工控制[J].交通标准化,2008(21):154-157. |
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| 作者姓名： | 杨世兵 王兵 |
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| 作者单位： | 连云港市交通工程咨询监理有限公司,江苏连云港222000 |
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| 摘 要： | 结合工程实际．从施工准备、钢绞线的力学性能、混凝土施工、施加预应力、孔道压浆等几个方面探讨后张法50m预应力T梁的施工控制方法，对同类工程的施工有一定的指导意义。
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| 关 键 词： | 后张法 50m预应力 T梁 施工 |
Implement of 50-meter Prestressed Concrete T Beam With Post-Extensive Method |
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| YANG Shi-bing,WANG Bing.Implement of 50-meter Prestressed Concrete T Beam With Post-Extensive Method[J].Communications Standardization,2008(21):154-157. |
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| Authors: | YANG Shi-bing WANG Bing |
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| Institution: | (Lianyungang Transportation Engineering Consulting ＆ Supervision Co., Ltd., Lianyungang 222000, China) |
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| Abstract: | Combining with factual engineering, it discusses construction controlling methods of 50- meter prestressed concrete T beam with post-extensive method in aspects of implement preparation, mechanics character of steel stranded wire, concrete implement, exerting pressure, press grouting and so on, it has guiding value to similar engineerings. |
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| Keywords: | post-extensive method 50-meter prestress T beam construction |
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