Research on the application of compound-grouting reinforcement technology to earthquake damaged masonry structure
Houses of different structures are destroyed inordinately in Wenchuan earthquake.The weight and stiffness of multi-story masonry walls is big and they are destroyed seriously.In this paper,the earthquake damaged brick-concrete structural walls in Southwest university of science and technology are repaired and reinforced using compound-grouting reinforcement technology.By comparing the bearing capacity of the walls before and after repaired and reinforced and calculating,the result that reinforcement effect is good when adopting compound-grouting reinforcement technique to reinforce the masonry walls and the beating capacity of reinforced walls is restored and improved is got.
Compound-grouting reinforcement Masonry Bearing capacity
Yu Zhang Ping Liu Jin Cheng Rui Liu
The Department of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, 621010, China
国际会议
厦门
英文
1859-1861
2012-01-04(万方平台首次上网日期,不代表论文的发表时间)