ASSESSMENT AND REINFORCEMENTS OF THE PIERS AND GIRDER OF A HIGHSPEED RAILWAY BRIDGE AFTER FIRE

He Shihua

doi:10.13204/j.gyjz201212031

Volume 42 Issue 12

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(12): 143-145,160

He Shihua. ASSESSMENT AND REINFORCEMENTS OF THE PIERS AND GIRDER OF A HIGHSPEED RAILWAY BRIDGE AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 143-145,160. doi: 10.13204/j.gyjz201212031

Citation:

He Shihua. ASSESSMENT AND REINFORCEMENTS OF THE PIERS AND GIRDER OF A HIGHSPEED RAILWAY BRIDGE AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 143-145,160. doi: 10.13204/j.gyjz201212031

He Shihua. ASSESSMENT AND REINFORCEMENTS OF THE PIERS AND GIRDER OF A HIGHSPEED RAILWAY BRIDGE AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 143-145,160. doi: 10.13204/j.gyjz201212031

Citation:

He Shihua. ASSESSMENT AND REINFORCEMENTS OF THE PIERS AND GIRDER OF A HIGHSPEED RAILWAY BRIDGE AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 143-145,160. doi: 10.13204/j.gyjz201212031

PDF( 0 KB)

ASSESSMENT AND REINFORCEMENTS OF THE PIERS AND GIRDER OF A HIGHSPEED RAILWAY BRIDGE AFTER FIRE

doi: 10.13204/j.gyjz201212031

He Shihua

1.
Building Research Institute of Fujian,Xiamen 350025,China

Received Date: 2012-08-15
Publish Date: 2012-12-20

Abstract

Abstract

Two piers and a girder of a high speed railway bridge were damaged to some extent after fire.It was presented the detection and analysis process of the damaged area,including judgement of fired temperature,carbonization depth,strength detection,the detection of the affected depth by elastic waves etc.It was finally proposed the repair sugestions on the damaged piers and girder after the initial and detailed evaluations.
- railway bridge,
- pier,
- concrete,
- detection

FullText(HTML)

References(7)

References

[2] 陆洲导,朱伯龙,胡克旭.工程结构抗火性能研究报告[R].上海:同济大学,1990.

陆洲导.钢筋混凝土梁对火灾反应的分析[M].上海:同济大学出版社,1989.

[3] 朱伯龙,陆洲导,胡克旭.钢筋混凝土框架在火作用下的决策支持系统研究报告[R].上海:同济大学,1991.

[4] 余江滔.火灾后混凝土构件损伤评估的试验及理论研究[M].上海:同济大学,2007.

[5] CECS252:2009火灾后建筑结构鉴定标准[S].

[6] 田北平,吴佳晔.引水隧洞衬砌质量检测的冲击弹性波无损检测技术[J].四川建筑科学研究,2010(4):108-110.

[7] 吴佳晔.混凝土无损检测技术的现状和进展[J].四川理工学院学报,2009(4):10-13.

Relative Articles

[1]	ZHANG Dongbo, JIANG Yan, LENG Yubing. Applications and Analysis of Ultrasonic Testing Technique for Defects in Bottom Joints of Precast Shear Wall Structures[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 128-137. doi: 10.13204/j.gyjzG23072411
[2]	Zhou Zhiyun, Zhan Yawei, Yang Jue, Yang Fei, Han Mingzhen. DETECTION AND REINFORCEMENT OF AN EXCELLENT HISTORIC BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 166-171.
[3]	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
[4]	Yang Jue, Zheng Qizhen, Han Mingfei. THE INSPECTION AND REINFORCEMENT ON THE STEEL TRUSS OF A BELT TRANSPORT CORRIDOR[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 138-141,124. doi: 10.13204/j.gyjz201303029
[5]	Lin Jie, Jin Zuquan, Zhuang Qichang. CORROSION INSPECTION AND ANALYSIS OF COASTAL BRIDGE CONCRETE STRUCTURES IN MARINE ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 161-165. doi: 10.13204/j.gyjz201207028
[6]	Li Yan, Song Lei, Yin Huiguang. EVALUATION OF THE RELIABILITY OF THE RC BUILDING OF A COLLIERY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 133-138. doi: 10.13204/j.gyjz201212029
[7]	Liu Wenjing, Yang Jianzhong, Wang Ni. INSPECTION AND REINFORCEMENT OF HYDROCHLORIC ACID CORROSION ACCIDENT OF A CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 139-141,145. doi: 10.13204/j.gyjz201106030
[8]	Liu Qing, Zhou Hu. RESEARCH ON DENSITY DETECTION METHOD OF ROCK-FILLED CONCRETE BY INFRARED IMAGING TECHNOLOGY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 113-115,134. doi: 10.13204/j.gyjz201103022
[9]	Miao Jijun, Fan Long, Liu Yanchun, Wang Yutian, Gao Litang. THE RESEARCH ON DETECTION IDENTIFICATION AND RESTORATION MEASURES FOR EXISTING RAILWAY BRIDGES OF ANGOLA[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 126-129. doi: 10.13204/j.gyjz201112028
[10]	Tu Yubo, Hao Tingyu, Wu Zhigang, Liu Junyuan, Mei Minghu, Su Bo. ANALYSIS FOR TEMPERATURE RISING OF CRTS Ⅱ TRACK BOARD CONCRETE FOR HIGH-SPEED RAILWAY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 13-14,12. doi: 10.13204/j.gyjz201011004
[11]	Chun Qing, Li Jinbao, Pan Jianwu. REINFORCEMENT DESIGN OF PIERS FOR A RAILWAY BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 6-10. doi: 10.13204/j.gyjz201010002
[12]	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
[13]	Sun Xinpeng, Li Yijin, Liao Hong, Zi Wei, Wu Canliang. INTELLIGENCE DETECTION AND CONTROL TECHNIQUE OF PRESTRESSED CONCRETE AND ENGINEERING APPLICATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 103-106. doi: 10.13204/j.gyjz200909022
[14]	Chen Dachuan, Hu Haibo. DETECTION AND REINFORCEMENT DESIGN OF A MODERN ARCHITECTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 100-103. doi: 10.13204/j.gyjz200707029
[15]	Liu Jinwei, Xiong Guangjing. DETECTION AND ANALYSIS OF CRACKED CONCRETE COLUMN FOR A DWELLING BUILDING IN SHANTOU[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 110-112. doi: 10.13204/j.gyjz200701028
[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]	Zhang Ren-yu. ELECTROMAGNETIC TESTING TECHNOLOGY OF STEEL BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 81-82. doi: 10.13204/j.gyjz200606022
[18]	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
[19]	Sun Jiaying, Huang Chenghua. THE STUDY ON CORROSION RESISTANCE TECHNOLOGY OF REINFORCED CONCRETE BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 63-65. doi: 10.13204/j.gyjz200401018
[20]	Wang Changyong, Zhao Quan. PREVENTION AND TREATMENT OF QUALITY ACCIDENT OF CONSTRUCTION JOINT IN THE CONNECTION OF BEAM AND COLUMN FOR FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 91-93. doi: 10.13204/j.gyjz200410027