| 太长高速潇河大桥箱梁预应力张拉技术分析 |
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| 引用本文： | 周和平.太长高速潇河大桥箱梁预应力张拉技术分析[J].山西交通科技,2010(3):56-58,77. |
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| 作者姓名： | 周和平 |
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| 作者单位： | 晋中路桥建设集团有限公司,山西晋中030600 |
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| 摘 要： | 结合太长高速潇河大桥上部结构预应力砼连续箱梁的特点，针对后张法预应力施工情况，通过计算张拉应力和伸长值，并对张拉过程进行测控，与规范进行对比分析，得出箱梁预应力张拉技术的实施要点，为后续工程的开展提供借鉴。
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| 关 键 词： | 箱梁 预应力 张拉 技术 分析 |
The Technical Analysis of Box Girder Prestressed Tension of Xiaohe Bridge |
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| ZHOU He-ping.The Technical Analysis of Box Girder Prestressed Tension of Xiaohe Bridge[J].Shanxi Science & Technology of Communications,2010(3):56-58,77. |
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| Authors: | ZHOU He-ping |
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| Institution: | ZHOU He-ping (Jinzhong Road ＆ Bridge Construction Group Co., Ltdjinzhong,Shanxi 030600,China) |
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| Abstract: | Combined with the characteristics of superstructure prestressed concrete continuous box beam, for the construction of post-tensioned prestress, the paper discussed the tension stress and extension value etc. for reference. |
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| Keywords: | box girder prestress tension technology analysis |
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