| 连续刚构梁裂纹分析与加固措施 |
| |
| 引用本文： | 贾桂玲.连续刚构梁裂纹分析与加固措施[J].都市快轨交通,2012,25(4):70-73. |
| |
| 作者姓名： | 贾桂玲 |
| |
| 作者单位： | 深圳地铁三号线投资有限公司 深圳 518173 |
| |
| 摘 要： | 预应力高架桥梁是城市轨道交通中常用的桥型之一,根据深圳地铁龙岗线连续刚构预应力梁体施工过程控制,分析裂缝产生的原因、对裂缝进行监测分析,并针对裂缝制定有效加固措施.
|
| 关 键 词： | 城市轨道交通 连续刚构梁 裂纹 分析 加固 |
| 修稿时间： | 2013/12/12 0:00:00 |
Crack Analysis and Reinforcement
Measures for Continuous
Rigid-frame Structures |
| |
| Jia Guiling.Crack Analysis and Reinforcement
Measures for Continuous
Rigid-frame Structures[J].Urban Rapid Rail Transit,2012,25(4):70-73. |
| |
| Authors: | Jia Guiling |
| |
| Institution: | Jia Guiling (Shenzhen Metro Line 3 Investment Co.,Ltd.,Shenzhen 518173) |
| |
| Abstract: | Prestressed viaducts are commonly used for city rail transit bridges.According to the construction process control for Shenzhen metro Longgang line prestressed continuous rigid frames,the paper analysed the causes of the cracks,monitored the cracks and adopted effective reinfo-rcement measures for the cracks. |
| |
| Keywords: | urban rail transit continuous rigid-frame bridge crack analysis reinforcement |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《都市快轨交通》浏览原始摘要信息 |
| 点击此处可从《都市快轨交通》下载免费的PDF全文 |
