| 50m预应力混凝土T梁张拉侧弯控制 |
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| 引用本文： | 李兵兵. 50m预应力混凝土T梁张拉侧弯控制[J]. 山西建筑, 2012, 38(11): 209-210 |
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| 作者姓名： | 李兵兵 |
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| 作者单位： | 山西路桥第二工程有限公司,山西临汾,041051 |
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| 摘 要： | 以50 m预应力混凝土T梁为研究对象,通过对T梁实际现状调查,分析了影响T梁张拉侧弯的主要因素,并制定出相应的侧弯控制措施,解决了T梁张拉过程中的难题,保证了施工的顺利进行。
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| 关 键 词： | T梁 张拉侧弯 控制措施 |
On control over 50 m prestressed concrete T-beam tension horizontal curvature |
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| LI Bing-bing. On control over 50 m prestressed concrete T-beam tension horizontal curvature[J]. Shanxi Architecture, 2012, 38(11): 209-210 |
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| Authors: | LI Bing-bing |
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| Affiliation: | LI Bing-bing (Shanxi Road & Bridge Second Engineering Co.,Ltd,Linfen 041051,China) |
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| Abstract: | Taking the 50 m prestressed concrete T-beam as the research object,the paper analyzes the main factors which influence the T-beam tension horizontal curvature according to the investigation on the T-beam,and formulates respective controlling measures for the horizontal curvature,so as to solve the difficulties in the T-beam tension process and to ensure the smooth operation of the construction. |
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| Keywords: | T-beam tension horizontal curvature controlling measures |
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