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

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:

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]	XIAO Congzhen, LI Jianhui, MA Tianyi, WEI Yue, WU Zhenhong, QIAO Baojuan. Current Situation and Development of Retrofitting and Performance Improvement for Existing Building Structures[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(1): 20-30. doi: 10.3724/j.gyjzG23120812
[2]	Tian Penggang, Zhang Fengliang. SAFETY APPRAISAL AND STRUCTURE STRENGTHEN AFTER FIRE FOR SHOPPING CENTER OF ARTS AND CULTURE OF YANCHUAN COUNTY[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(02): 155-160. doi: 10.13204/j.gyjz201402033
[3]	Zhang Hongyuan, Tian Li, Chen Jingru, Wang Baorui, Gao Xiangqing. THE VERIFICATION AND STRENGTHENING TECHNIQUE OF A SUPERMARKET AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 169-172. doi: 10.13204/j.gyjz201403033
[4]	Shu Biqing, Zheng Juan. DETECTION APPRAISAL AND STRENGTHENING OF A BENT FRAME STRUCTURE PLANT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 139-142. doi: 10.13204/j.gyjz201406030
[5]	Wang Xueyan, Hu Changming, Mei Yuan, Liu Caihong. SECURITY ANALYSIS AND STRENGTHENING OF CONCRETE STRUCTURE WITH THROUGH DEFECT IN FRAME COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 150-153,169. doi: 10.13204/j.gyjz201308031
[6]	Miao Jijun, Zhu Qiongqiong, Liu Yanchun, Gao Litang, Fan Long. RESEARCH ON APPRAISAL AND RETROFITTING MEASURES FOR A FISHERY FACTORY BUILDING SUBJECTED TO FIRE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 134-137. doi: 10.13204/j.gyjz201111029
[7]	Zhou Hongbing. APPRAISAL OF THE IMPACT OF FOUNDATION CONSTRUCTION OF A HIGH-RISE BUILDING ON STRUCTURAL SAFETY OF THE ADJACENT BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 116-119. doi: 10.13204/j.gyjz201002027
[8]	Yuan Chengfang, Niu Ditao, Wang Qinglin, Yuan Bo. SAFETY EVALUATION AND STRUCTURE STRENGTHENING OF A CHEMICAL PLANT SUBJECTED TO FIRE DISASTER[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 113-117. doi: 10.13204/j.gyjz201006026
[9]	Zheng Qizhen, Bao Yongliang, Wei Lin. THE DETECTION & IDENTIFICATION ON THE MAJOR STRUCTURE OF PROTECTED HISTORICAL SIGNIFICANT BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 1-3,7. doi: 10.13204/j.gyjz200908001
[10]	Wang Junqiang. DAMAGES TO MULTISTORY BRICK-CONCRETE BUILDINGS AFTER WENCHUAN EARTHQUAKE AND THEIR APPRAISAL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 47-49,59. doi: 10.13204/j.gyjz200901009
[11]	Bu Liangtao, Chen Jun, Li Hongbing. STUDY ON DETECTION AND STRENGTHENING TECHNOLOGY OF CONCRETE STRUCTURE AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 117-119,116. doi: 10.13204/j.gyjz200906028
[12]	Shu Hongbo, Zheng Jianjun, Zhang Shaohua. QUALIFICATION AND REINFORCEMENT OF CONCRETE STRUCTURES AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 25-27. doi: 10.13204/j.gyjz200908007
[13]	Chen Dachuan, Hu Haibo. REINFORCEMENT AND CONSTRUCTION MONITORING OF A STRUCTURE AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 106-109. doi: 10.13204/j.gyjz200812028
[14]	Liang Fa-yun, Lu Li. SAFETY EVALUATION AND STRUCTURE STRENGTHEN FOR A DYEING FACTORY BUILDING SUBJECTED TO FIRE DISASTER[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 106-108,115. doi: 10.13204/j.gyjz200711030
[15]	Han Jinsheng, Cheng Wenrang, Xu Zhaodong, Dong Yuli, Lv Junli. EXPERIMENTAL STUDY ON THE BEHAVIORS OF PROFILED STEEL SHEETING_CONCRETE COMPOSITE SLABS UNDER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 87-90. doi: 10.13204/j.gyjz200603023
[16]	Gao Peiguo, Lu Yiyan Wu, Qixiang. TESTING AND STRENGTHENING FOR THE MAIN FACTORY BUILDING OF A POWER PLANT AFTER A FIRE HAZARD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 99-101. doi: 10.13204/j.gyjz200603026
[17]	Song Xiang. DETECTION AND RESTORATION OF BUILDING WITH CONCRETE FRAME AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 92-94. doi: 10.13204/j.gyjz200506027
[18]	Zhang Ruiyun, Cao Shuangyin. ANALYSIS OF LATERAL RESTRICTION ON BEAM'S CARRYING CAPACITY OF FRAME STRUCTURE STRENGTHENED WITH EXTERNAL PRESTRESS TENDON[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 35-37,17. doi: 10.13204/j.gyjz200504011
[19]	Zhang Yi, Jin Weiliang. SEVERAL RESEARCHES ON DURABILITY OF POST-FIRE CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 93-96. doi: 10.13204/j.gyjz200508023
[20]	Ji Wenhong, Deng Jingwen, Xin Dingkang, Zhao Xiping. ANALYSIS OF STRUCTURAL DAMAGE TO A COMBINED MILL BUILDING AFTER FIRE AND ITS REHABILITATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 93-96. doi: 10.13204/j.gyjz200407028