| 地下建筑物结构裂缝控制 |
| |
| 引用本文： | 余桂生,司海峰. 地下建筑物结构裂缝控制[J]. 南昌航空工业学院学报, 2003, 17(2): 75-81 |
| |
| 作者姓名： | 余桂生 司海峰 |
| |
| 作者单位： | 广州市市政集团有限公司,广东,广州,510060;广州市市政集团有限公司,广东,广州,510060 |
| |
| 摘 要： | 有效控制由于变形作用 (水化热、混凝土干缩和气温温差 )引起的结构裂缝 ,进而防止工程结构的裂漏通病 ,是一个普遍关注的技术难题。本文以广州市滨江东路隧道等工程为实例 ,从结构设计、结构与基础的共同作用、施工技术、材料优选、环境条件及信息化施工等方面 ,介绍有效控制地下结构裂缝的对策和措施
|
| 关 键 词： | 地下结构 裂缝 控制 |
| 文章编号： | 1001-4926(2003)02-0075-07 |
| 修稿时间： | 2002-12-26 |
Control of underground structure crack |
| |
| Yu Gui sheng,Si Hai feng. Control of underground structure crack[J]. Journal of Nanchang Institute of Aeronautical Technology(Natural Science Edition), 2003, 17(2): 75-81 |
| |
| Authors: | Yu Gui sheng Si Hai feng |
| |
| Abstract: | Effectively controlling the structural crack caused by distortion (water chemical heat,concrete dry contraction,temperature difference) to prevent the structural crack is a widely concerned technical problem. This article introduces the method of how to effectively control the underground crack based on the construction of Guangzhou City Binjiang Road East tunnel,which is explained through the structure design,co-effect of structure and base,construction technique,selection of materials,environmental conditions,informational construction,ect.$$$$ |
| |
| Keywords: | Underground structure Crack Control |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
