| 高墩大跨连续刚构桥施工监控概述 |
| |
| 引用本文： | 刘长军. 高墩大跨连续刚构桥施工监控概述[J]. 山西建筑, 2007, 33(22): 312-313 |
| |
| 作者姓名： | 刘长军 |
| |
| 作者单位： | 中铁十八局集团有限公司,天津,300222 |
| |
| 摘 要： | 介绍了大跨连续刚构桥箱梁施工挠度变形的成因分析、监测的必要性、任务和目的,说明进行桥梁施工监控实践的目的,使桥梁高精度自然合拢,并达到成桥经济合理、美观适用。
|
| 关 键 词： | 刚构桥 箱梁 变形 监控 |
| 文章编号： | 1009-6825（2007）22-0312-02 |
| 修稿时间： | 2007-04-12 |
On construction monitoring of high-pier large-span continuous rigid-frame bridge |
| |
| LIU Chang-jun. On construction monitoring of high-pier large-span continuous rigid-frame bridge[J]. Shanxi Architecture, 2007, 33(22): 312-313 |
| |
| Authors: | LIU Chang-jun |
| |
| Affiliation: | LIU Chang-jun |
| |
| Abstract: | The following paper introduces the necessity, assignment and purpose to analyze the causes of deflection deformation in box-girder construction of large-span continuous rigid-frame bridge, and illustrates the purpose to carry out bridge construction monitoring practice, in order to make the bridge gain natural closure with high precision and make it be economic, rational, beautiful and adaptable. |
| |
| Keywords: | rigid-frame bridge box-girder deformation monitoring |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
