REINFORCEMENT DESIGN AND CONSTRUCTION OF A MASONRY STRUCTURE

Zhang Zhiheng; Qi Chunming

doi:10.13204/j.gyjz201002029

Volume 40 Issue 2

Dec. 2014

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Zhang Zhiheng, Qi Chunming. REINFORCEMENT DESIGN AND CONSTRUCTION OF A MASONRY STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 125-127. doi: 10.13204/j.gyjz201002029

Citation:

Zhang Zhiheng, Qi Chunming. REINFORCEMENT DESIGN AND CONSTRUCTION OF A MASONRY STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 125-127. doi: 10.13204/j.gyjz201002029

Zhang Zhiheng, Qi Chunming. REINFORCEMENT DESIGN AND CONSTRUCTION OF A MASONRY STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 125-127. doi: 10.13204/j.gyjz201002029

Citation:

Zhang Zhiheng, Qi Chunming. REINFORCEMENT DESIGN AND CONSTRUCTION OF A MASONRY STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 125-127. doi: 10.13204/j.gyjz201002029

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REINFORCEMENT DESIGN AND CONSTRUCTION OF A MASONRY STRUCTURE

doi: 10.13204/j.gyjz201002029

1.
School of Urban Construction,University of South China,Hengyang 421001,China

Received Date: 2009-03-09
Publish Date: 2010-02-20

Abstract

Abstract

There were vertical and inclined cracks on the wall of a brick-concrete residential building in Hengyang City.It was showed the building could not meet the prescribed performance in term of strength and serviceability according to the results of identification.The foundation was strengthened and widened with grouting piles and the walls are strengthened with fine aggregate concrete.Satisfactory effect has been obtained after the reinforcement.
- masonry structure,
- vertical crack,
- inclined crack,
- reinforcement