| 连续梁桥悬臂浇筑施工线形控制技术 |
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| 引用本文： | 孟凡利. 连续梁桥悬臂浇筑施工线形控制技术[J]. 山西建筑, 2011, 37(7): 142-144 |
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| 作者姓名： | 孟凡利 |
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| 作者单位： | 中铁十二局,山西,太原,030032 |
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| 摘 要： | 结合沪杭高铁步云特大桥预应力混凝土连续梁悬臂施工实例，介绍了预应力混凝土连续梁桥主梁悬臂浇筑施工阶段线形控制原理、实际立模高程值的计算、测点的布设和监控方法，以指导类似工程施工。
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| 关 键 词： | 悬臂梁 线形控制 高程值 |
The linear control technology of continuous girder bridge cantilever construction |
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| MENG Fan-li. The linear control technology of continuous girder bridge cantilever construction[J]. Shanxi Architecture, 2011, 37(7): 142-144 |
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| Authors: | MENG Fan-li |
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| Affiliation: | MENG Fan-li |
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| Abstract: | Combined with the pre-stressed concrete continuous girder bridge cantilever construction of Buyun super-large Bridge of Shanghai-Hangzhou high-speed railway,the linear control theory of pre-stressed concrete continuous main girder bridge cantilever construction was introduced as well as the height calculation of erection formwork,survey points setting and monitoring method,so as to guide similar engineering construction. |
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| Keywords: | cantilever beam linear control elevation value |
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