Li Xiaomin, Zhou Baiqing. REINFORCEMENT OF A BRICK-CONCRETE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 158-160,7. doi: 10.13204/j.gyjz201206033
Citation:
Li Xiaomin, Zhou Baiqing. REINFORCEMENT OF A BRICK-CONCRETE BUILDING[J]. INDUSTRIAL CONSTRUCTION , 2012, 42(6): 158-160,7. doi: 10.13204/j.gyjz201206033
Li Xiaomin, Zhou Baiqing. REINFORCEMENT OF A BRICK-CONCRETE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 158-160,7. doi: 10.13204/j.gyjz201206033
Citation:
Li Xiaomin, Zhou Baiqing. REINFORCEMENT OF A BRICK-CONCRETE BUILDING[J]. INDUSTRIAL CONSTRUCTION , 2012, 42(6): 158-160,7. doi: 10.13204/j.gyjz201206033
REINFORCEMENT OF A BRICK-CONCRETE BUILDING
1.
1. Zhejiang Industry Polytechnic College,Shaoxing 312000,China;
2.
2. Zhejiang Fangyuan Planning and Architectural Design Co.Ltd,Lishui 323000,China
Received Date: 2011-07-19
Publish Date:
2012-06-20
Abstract
A brick-concrete teaching building built in the 1 980s was dangerous. According to current code, the design of anti-seismic reinforcements was carried out. The following reinforcements were done: Adding ferrocement mortar to the wall surface, pouring concrete lamination layer on the precast floor, and connecting new structure with the existing structure.These reinforcement schemes could meet the anti-seismic requirements of current code, mprove the bearing capacity of the structure.The results showed the rationality of the reinforcement schemes
References
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