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| 教学楼结构的综合加固 | |
| 引用本文： | 王宝山,胡晓天,杨青.教学楼结构的综合加固[J].林业科技情报,2002,34(1):3232. |
| 作者姓名： | 王宝山 胡晓天 杨青 |
| 作者单位： | 1. 哈尔滨市房屋安全鉴定办公室 2. 哈尔滨市建筑工程研究设计院 3. 哈尔滨中建工程有限公司建设工程咨询所 |
| 摘 要： | 某教学楼钢筋混凝土现浇梁板、承重墙体严重开裂,梁板挠度大幅度超过规范允许值、刚度严 重不足,致使建筑物不能正常使用。教学楼的承重墙体及梁板的裂缝采用环氧树脂浆液压力灌浆补强,而梁 板的刚度不足则是通过增设组合钢梁的方法进行了加固,本文就其加固方法作了详细叙述。 |
| 关 键 词： | 环氧树脂浆液压力灌浆 增设组合钢梁 |
| 修稿时间： | 2001年12月24 |
Teaching floor configuration to reinforcing synthetically |
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| Wang Baoshan.Teaching floor configuration to reinforcing synthetically[J].Forestry Science and Technology Information,2002,34(1):3232. | |
| Authors: | Wang Baoshan |
| Institution: | Wang Baoshan (Harbin city house safety identifying office) Hu Xiaotian (Harbin city construction engineering research and design institute ) Yang Qing (Harbin Zhongjian engineering Ltd. Consultation) |
| Abstract: | The girder board and wall of a teaching floor have crazed, its girder board deflection is over criterion value, its stiffness is insufficiency. The building can not be used ordinarily. The epoxy resin grouted by pressure reinforces the girder board and wall of the building. Assembled girder has been used to reinforce girder board s stiffness. This paper states the method used in above construction. |
| Keywords: | the epoxy resin grouted by pressure assembled girder |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |