ASSESSMENT AND STRENGTHEN FOR A CHEMICAL FIBRE FACTORY BUILDING SUBJECTED TO FIRE DISASTER

Tang Hongyuan; Wang Zeyun; Jia Yigang

doi:10.13204/j.gyjz201207026

Volume 42 Issue 7

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(7): 152-155,170

Lu Huaxi, Liang Pingying, Qiu Zaosheng. COMPARATIVE ANALYSIS OF SITE CLASSFICATION AND SITE EFFECTS BETWEEN CHINESE CODE GB50011—2001 AND FEMA450[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 79-83. doi: 10.13204/j.gyjz200906019

Citation:

Tang Hongyuan, Wang Zeyun, Jia Yigang. ASSESSMENT AND STRENGTHEN FOR A CHEMICAL FIBRE FACTORY BUILDING SUBJECTED TO FIRE DISASTER[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 152-155,170. doi: 10.13204/j.gyjz201207026

Citation:

PDF( 0 KB)

ASSESSMENT AND STRENGTHEN FOR A CHEMICAL FIBRE FACTORY BUILDING SUBJECTED TO FIRE DISASTER

doi: 10.13204/j.gyjz201207026

1.
1. College of Architecture and Civil Engineering,Xihua University,Chengdu 610039,China;
2.
2. Institute of Design and Research,Nanchang University,Nanchang 330029,China

Received Date: 2011-11-15
Publish Date: 2012-07-20

Abstract

Abstract

The test methods and contents for a factory building subjected to fire disaster were introduced, includingsection geometry size, concrete strength, steel strength, and carbonation depth in concrete and so on. The firedamaged structure was appraised according to the test results and calculation. The adapted strengthening methodswere put forward through the specific appraisal results. The damaged columns were respectively strengthened withreinforced concrete, externally bonded steel frame and carbon fiber reinforced polymer. For the damaged beams, demolition replacement, strengthened with externally bonded steel frame and carbon fiber reinforced polymer wereused respectively; for the damaged slabs, the demolition replacement, bottom bonded rebar with shotcrete andexternally bonded carbon fiber reinforced polymer were used. The structure completely resumed its bearing capacityafter strengthening.
- concrete structure,
- fire disaster,
- assessment,
- strengthening

FullText(HTML)

References(10)

References

CECS 252:2009火灾后建筑结构鉴定标准[S].

[2] 陆洲导,朱伯龙.混凝土结构火灾后的加固修复[J].工业建筑,1997,27(1):6-10.

[3] 范进,吕志涛.高温(火灾)下预应力钢丝性能的试验研究[J].建筑技术,2001(12):833-834.

[4] GB501442008工业建筑可靠性鉴定标准[S].

[5] GB503672006混凝土结构加固设计规范[S].

[6] CECS146:2003碳纤维片材加固混凝土结构技术规程[S].

[7] 唐叶清,万墨林.建筑物改造与病害处理[M].北京:中国建筑工业出版社,2000.

[8] 唐红元,贾益纲.一种RC梁加固后的短期刚度计算方法[J].南昌大学学报:工科版,2003,25(1):48-50.

[9] 范进,吕志涛.火灾后预应力混凝土结构的评估与处理[J].建筑技术,2003,34(6):423-425.

[10] 卜良桃,陈军,黎红兵.火灾后混凝土结构检测和加固技术研究[J].工业建筑,2009,39(6):117-119.

Relative Articles

[1]	GUO Zhaosheng, HE Wubin, LIU Jialong, AN Zengjun. Experimental Research on Shear Capacity of PHC Pipe Pile Strengthened with CFRP[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 7-11,54. doi: 10.13204/j.gyjzG21111710
[2]	MOU Yanling, JIA Bin, CHEN Baifan, HUANG Hui, LU Yonggang. EXPERIMENTAL STUDY OF SHEAR PERFORMANCE OF CFRP REINFORCED CONCRETE INTERFACE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 160-165. doi: 10.13204/j.gyjzG19122806
[3]	Li Zhibing. ANALYSIS OF STRESS LOSS OF PRESTRESSED CFRP PLATE STRENGTHENED BRIDGE STRUCTURE CAUSED DUE TO TEMPERATURE DIFFERENCE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 162-165.
[4]	He Shihua. DISCUSSION ON MECHANICAL PROPERTIES OF INDEX VALVE FOR CARBON FIBER SHEET[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 119-121. doi: 10.13204/j.gyjz2011205022
[5]	Cheng Donghui, Wang Tianfeng, Yi Yamin. THE MECHANICAL BEHAVIOR EXPERIMENT AND ANALYSIS OF CONTINUOUS BEAMS STRENGTHENED WITH CARBON FIBER REINFORCED POLYMER SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 25-28,63. doi: 10.13204/j.gyjz201110006
[6]	Zhang Guangtai, Liu Qing, Wang Kexin. BENDING TESTS AND NUMERICAL ANALYSIS OF CFRP STRENGTHENED RC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 80-83. doi: 10.13204/j.gyjz200908021
[7]	Zhang Ke, Ye Lieping, Yue Qingrui. ANALYSIS OF FATIGUE LIFE OF CONCRETE BEAMS REINFORCED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 107-112. doi: 10.13204/j.gyjz200807027
[8]	Zhang Ke, . ANALYSIS OF FLEXURAL FAILURE MODE OF RC BEAMS STRENGTHENED WITH CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 81-83. doi: 10.13204/j.gyjz200704022
[9]	Wang Bu, Liu Boquan, Wang Pu. EXPERIMENT ON SEISMIC BEHAVIOR OF CFRP - STRENGTHENED EXTERIOR RC FRAME JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 102-105,122. doi: 10.13204/j.gyjz200703025
[10]	Xie Qifang, Zhao Hongtie, Xue Jianyang, Wu Zhaohua. EXPERIMENTAL STUDY ON BENDING BEHAVIOR OF TIMBER BEAMS STRENGTHENED WITH CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 104-107. doi: 10.13204/j.gyjz200707030
[11]	Zhang Bin, Fan Jin. PREDICTING THE ULTIMATE BOND STRENGTH OF CFRP BONDED TO CONCRETE USING ARTIFICIAL NEURAL NETWORKS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 66-71,41. doi: 10.13204/j.gyjz200703017
[12]	Zhang Ke, Ye Lieping, Yue Qingrui. ANALYSIS OF MAXIMUM TENSIONED PRESTRESS AND INTERFACIAL BOND STRESS OF PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 96-99. doi: 10.13204/j.gyjz200707028
[13]	Zhang Ke, . EXPERIMENTAL STUDY ON T-REINFORCED CONCRETE BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 86-89,95. doi: 10.13204/j.gyjz200612024
[14]	Ma Jianxun, Hu Ping, Jiang Xiangmin, Hu Ming. EXPERIMENTAL RESEARCH ON AXIAL COMPRESSIVE BEHAVIORS FOR TIMBER COLUMN STRENGTHENED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 40-44,55. doi: 10.13204/j.gyjz200508009
[15]	Yue Qingrui, Cao Jinsong, Yang Yongxin, Zhao Yan. NORMATIVE SPECIMEN OF CARBON FIBER REINFORCED POLYMER SHEETS FOR CHECKING PROPERTY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 1-4. doi: 10.13204/j.gyjz200508001
[16]	Wei Hongqiang, Zhang Yuan, Huang Xiaoxu. COMPARISON BETWEEN CONSTRUCTION PROCEDURES FOR CONCRETE BEAMS REINFORCED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 90-93. doi: 10.13204/j.gyjz200511027
[17]	Tian Shui, Gu Qian. RESEARCH ON FORCED PERFORMANCE OF RC BEAMS STRENGTHENED WITH PRESTRESSED CFRP[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 88-91. doi: 10.13204/j.gyjz200506026
[18]	Zhang Ke, Ye Lieping, Yue Qingrui. EXPERIMENTAL STUDY ON FLEXURAL FATIGUE BEHAVIOR OF RC BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 13-19. doi: 10.13204/j.gyjz200508004
[19]	Ye Lieping, Zhuang Jiangbo, Zeng Pan, Zhou Xiaorong, ShaWulieti, Yang Yongxin. EXPERIMENTAL STUDY ON REINFORCED CONCRETE T- BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 7-12. doi: 10.13204/j.gyjz200508003
[20]	Li Yuan, Zhang Xinghu, Zhang Baoyin, . FATIGUE EXPERIMENTAL STUDY ON CONCRETE BEAM STRENGTHENED WITH CARBON FIBER REINFORCED PLASTIC SHEET[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 22-24,48. doi: 10.13204/j.gyjz200404006

Supplements(0)

Cited By

Cited by

Periodical cited type(2)

1.	卢春玲，袁国华，王强，陈建通. 双端张拉CFRP布加固大直径RC圆柱的预应力损失. 工程抗震与加固改造. 2023(04): 138-147+169 .
2.	卢春玲，袁国华，黄东发，王强. 自锁/楔片式锚具下碳纤维布加固RC圆柱预应力损失. 复合材料科学与工程. 2022(08): 5-14 .

Other cited types(5)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (112) PDF downloads(76)