THE ASEISMATIC REINFORCING DESIGN OF A VOCATIONAL SCHOOL’S MASONRY DORMITORY

Shao Liqun; Wu Dayou; Xiang Xiaohua; Chen Zhi

doi:10.13204/j.gyjz201102027

Volume 41 Issue 2

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(2): 118-122

Shao Liqun, Wu Dayou, Xiang Xiaohua, Chen Zhi. THE ASEISMATIC REINFORCING DESIGN OF A VOCATIONAL SCHOOL’S MASONRY DORMITORY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 118-122. doi: 10.13204/j.gyjz201102027

Citation:

Shao Liqun, Wu Dayou, Xiang Xiaohua, Chen Zhi. THE ASEISMATIC REINFORCING DESIGN OF A VOCATIONAL SCHOOL’S MASONRY DORMITORY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 118-122. doi: 10.13204/j.gyjz201102027

Citation:

PDF( 0 KB)

THE ASEISMATIC REINFORCING DESIGN OF A VOCATIONAL SCHOOL’S MASONRY DORMITORY

doi: 10.13204/j.gyjz201102027

1.
Building Designing Institute,Sichuan Architecture Professional Technology College,Deyang 618000,China

Received Date: 2010-10-29
Publish Date: 2011-02-20

Abstract

Abstract

This paper introduces a six-story brick students dormitory of a vocational school,the original earthquake fortification intensity was 6 degrees,fortification category was C-class.After the Wenchuan earthquake,the fortification intensity of Deyang was raised to 7 degrees,the classfication for earthquake-resistance of middleschool buildings became B-class.The project concluded with seismic inspection report,the seismic calculation results and the requests of the measures for 8-degree earthquake-resistant construction,which used these reinforcements:adding tie columns at the junction of interior and exterior wall,steel grid mortar surface to reinforce the wall,adding fine aggregate concrete lamination layer on the precast slabs.These reinforcement programs can strengthen the integrity of the structure,enhance the ductility of the wall,and improve the aseismatic performance of the building.
- multi-storey masonry building,
- aseismatic reinforcing design

FullText(HTML)

References(6)

References

GB502232008建筑工程抗震设防分类标准[S];

[2] GB500112001建筑抗震设计规范[S];

[3] GB500232009建筑抗震鉴定标准[S];

[4] JGJ1162009建筑抗震加固技术规程[S];

[5] 03SG611砖混结构加固与修复[S];

[6] 王军强.四川江油震后多层砖房的破坏和安全鉴定[J].工业建筑, 2009, 39(1):47－49.

Relative Articles

[1]	Wang Zike, Xian Guijun, Li Hui. STUDY OF THE TENSILE PROPERTIES OF DOMESTIC CARBON FIBERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 1-4. doi: 10.13204/j.gyjz201306001
[2]	Gao Li-ya, Deng Chang-gen, He Ji-ping. STUDY ON INTEGRAL STABILITY OF HOMEMADE ROLLED H-SECTION BEAMS -APPLICABILITY OF CALCULATION PRINCIPLE OF STABILITY COEFFICIENT TO HOMEMADE HOT-ROLLED H-SECTION BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 75-78. doi: 10.13204/j.gyjz200610021
[3]	Long Liping, Gu Hongyan, Cui Jia. STATIC BEHAVIOR OF STRESSED SKIN DIAPHRAGM CONNECTED WITH V840 PROFILED SHEET[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 84-85,83. doi: 10.13204/j.gyjz200506024

Supplements(0)

Cited By

Cited by

Periodical cited type(2)

1.	卫颖颖，刘超群，罗林. 多尺度纤维对水泥基复合材料性能的影响. 深圳大学学报(理工版). 2024(02): 145-151 .
2.	夏旸昊，杨鼎宜，高函，郭子荣，钱云峰. 聚甲醛纤维超高强混凝土断裂性能研究. 工业建筑. 2022(12): 179-185 . 本站查看