EXPERIMENT ON BONDING SHEAR DEFORMATION FOR REINFORCEMENT OF FIRE-INJURED CONCRETE

Guo Jinjun; Zhang Qiming; Lu Yan

doi:10.13204/j.gyjz200705026

Volume 37 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(5): 103-105

ZHANG Ping, WU Yue, WANG Ding, YANG Changpeng. Research on Reconstruction Planning of Xiangtan Manganese Mine National Park Under the Concept of Urban Renewal and Ecological Restoration[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 31-39. doi: 10.13204/j.gyjzG20112505

Citation:

Guo Jinjun, Zhang Qiming, Lu Yan. EXPERIMENT ON BONDING SHEAR DEFORMATION FOR REINFORCEMENT OF FIRE-INJURED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 103-105. doi: 10.13204/j.gyjz200705026

Citation:

Guo Jinjun, Zhang Qiming, Lu Yan. EXPERIMENT ON BONDING SHEAR DEFORMATION FOR REINFORCEMENT OF FIRE-INJURED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 103-105. doi: 10.13204/j.gyjz200705026

PDF( 0 KB)

EXPERIMENT ON BONDING SHEAR DEFORMATION FOR REINFORCEMENT OF FIRE-INJURED CONCRETE

doi: 10.13204/j.gyjz200705026

1.
Zhengzhou University Zhengzhou 450002

Received Date: 2006-08-20
Publish Date: 2007-05-20

Abstract

Abstract

In order to study the bonding performance of adhesive reinforcement of fire-injured concrete,a large numbers of shear experiments on Z-shape bonding specimens based on injured concrete subjected to elevated temperature were done.Shear slipping curves were measured under several circumstances such as different temperature,different cooling ways and different interfacial roughness.At same time,the corresponding calculation formulas are deduced and the feature of shear slipping curve is also generalized.The study will provide reference for numerical simulating calculation of bonding reinforcement.
- elevated temperature,
- bonding,
- shear slipping curve

FullText(HTML)

References(7)

References

白凤.合肥市某商场火灾后主体结构的修复与加固设计.工业建筑,2002(11):80-82

[2] Fiebrich M H.Inflecence of the Surface Roughness on Adhere Between Concrete and Guite Mortar Overlays//Wittmann F H.Adherence of Young on Old Concrete.Proceedings of the 2nd Bolomey workshop.Aedificatio Verlag,Unterengstringon,1994

[3] CECS 25:90 混凝土结构加固技术规范

[4] 内维尔 A M.混凝土的性能.李国泮,马贞勇,译.北京:中国建筑工业出版社,1983

[5] 钱在兹,吴慧.混凝土高温后的扫描电镜实验研究.福州大学学报(自然科学版),1996,24(9):34-38

[6] Janotka Ivan,Bagel L'ubomir.Pore Structures,Permeabilities and Compressive Strengths of Concrete at Temperatures up to 800℃.ACI Materials Journal,2003,100(1/2):87-896

[7] 杨彦克.火灾混凝土结构损伤评估现状与发展//结构工程科学发展青年专家研讨会论文集.哈尔滨,1992

Relative Articles

[1]	ZHU Xiaojun, HE Zhenyu. Experimental Study on the Mechanical Characteristics of Piled Rafts Under Vertical-Horizontal Combined Loads[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 179-186. doi: 10.13204/j.gyjzG21012103
[2]	XUE Feng, DING Shijun, LI Haimei, QIN Zhiwu, ZHANG Haicheng, TONG Hailin, HE Zengxin. MODEL TESTS OF PULL-OUT RESISTANCE FOR HELICAL ANCHORS AND BEARING CHARACTERISTIC ANALYSIS IN REMOLDED GRAVEL FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 150-155. doi: 10.13204/j.gyjzG20112804
[3]	LI Tianbao, XU Jiapei, LIU Kaifu. EFFECT OF RIGID PILES ON BEARING PROPERTIES OF COMPOSITE FOUNDATION WITH GEOGRID-REINFORCED CUSHIONS SUPPORTED WITH PILES SUBJECTED TO CYCLIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 137-142. doi: 10.13204/j.gyjzG20112307
[4]	WANG Zhaohui, CHEN Tianlei. EXPERIMENTAL STUDY ON A NOVEL PILE WITH NEGATIVE FRICTIONAL RESISTANCE-REDUCED ACTIVELY IN COLLAPSIBLE LOESS FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 151-157,144. doi: 10.13204/j.gyjzG20062403
[5]	DIAO Yu, JIN Zhuangzhuang, HUANG Sheng, YANG Chao, ZHU Pengyu, BI Cheng, MA Aoyang. RESEARCH ON MECHANICS OF OBLIQUE-VERTICAL ALTERNATE PILES IN SLOPES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 91-96. doi: 10.13204/j.gyjzG20031006
[6]	Huang Ting Dai Guoliang Wu Bin, . MODEL TESTS ON NEGATIVE SKIN FRICTION ON PILES CONSIDERING SEQUENCE LOADED ON PILE HEAD AND SURCHARGE AROUND PILES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 98-102. doi: 10.13204/j.gyjz201506020
[7]	Wu Jianqing, Zhang Chonggao, Song Xiuguang, Zhang Hongbo. A MODEL TEST STUDY OF MECHANICAL BEHAVIOR FOR THE DISPERSED PRESSURE RETAINING WALL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 83-87.
[8]	Zhao Jingang, Zhan Yulin, Zhao Renda, Zhao Xungang. MODEL TEST ON THE ARCH-GIRDER HOLDING REGION OF HALF-THROUGH CONTINUOUS BEAM-ARCH COMBINATION BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 125-129,100. doi: 10.13204/j.gyjz201307028
[9]	Zhang Min, Ma Jianlin, Chai Rui, Wu Weisheng. STUDY OF INFLUENCE OF SHEAR RING ON FORCE AND DEFORMATION PROPERTIES OF STEEL TUBULAR COMPOSITE PILE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 67-72,88. doi: 10.13204/j.gyjz201311016
[10]	Zhang Zhi-hao, Zhang Hui-le, Han Xiao-meng. OPTIMIZATION ANALYSIS OF INDOOR MODEL TEST SCHEME FOR ROCK-SOCKED FOUNDATION PILE IN KARST AREA[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 84-89. doi: 10.13204/j.gyjz201209019
[11]	LüFanren, Shao Hongcai, Jin Yaohua. EXPERIMENTAL STUDY ON BEARING CAPACITY COMPARISON BETWEEN SYMMETRIC DOUBLE GROUP PILES UNDER VERTICAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 102-105. doi: 10.13204/j.gyjz2011205019
[12]	Zhang Huile, Liu Zhong, Zhao Yanfei, Liu Jianguo. PULL-OUT MODEL TEST ON TENSION UNDERREAMED ANCHOR[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 49-52. doi: 10.13204/j.gyjz201102013
[13]	Meng Hai, Li Jie, Chen Jun, Wu Huayong. STUDY ON INTERACTION OF UNDERGROUND PIPELINE AND SOIL DYNAMICS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 91-94. doi: 10.13204/j.gyjz201008021
[14]	Liao Ying, Xu Weishuang. STUDY ON FUZZY RANDOM METHOD FOR STABILITY OF EXCAVATION SOIL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 85-88. doi: 10.13204/j.gyjz201006019
[15]	Zhao Caiqi, Ma Jun, Ma Hongtao. EXPERIMENTAL RESEARCH ON CAST-STEEL JOINTS AT BOTTOM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 115-117. doi: 10.13204/j.gyjz200905025
[16]	Zhang Jianxin, Zhao Jianjun, Sun Shiguang. MODEL TEST AND ANALYS IS OF EXCESS PORE WATE PRODUCED BY DRIVING PILE GROUP[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 76-78. doi: 10.13204/j.gyjz200901016
[17]	Qiang Xiaojun, Wan Changhong, Jiang Huihuang. ANALYSIS AND COMPARISON OF MODEL TEST REINFORCED EMBANKMENT BY PILE NET WITH PILE CAP[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 75-80. doi: 10.13204/j.gyjz200905016
[18]	Liu Jingsong, Qiu Tao, Wang Cuikun, Liu Junjin. SHAKING TABLE EXPERIMENTAL STUDY ON AN IRREGULAR TALL BUILDING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 30-33. doi: 10.13204/j.gyjz200807007
[19]	Zheng Zequn, Fang Zhenzheng, Chen Hongyuan. PLEXIGLASS MODEL TEST OF OPEN-SPANDREL RIGID ARCH BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 43-47. doi: 10.13204/j.gyjz200806013
[20]	Yang Junjie, Yao Zhishu. TESTING RESEARCH ON THE STRUCTURAL CHARACTERISTICS OF A TYPE OF STEEL STRUCTURE OF COMPRESSIBLE LINING JOINT FOR SHAFTS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 41-44,36. doi: 10.13204/j.gyjz200402013