EXPERIMENTAL STUDY ON RC BEAM-COLUMN JOINTS STRENGTHENED BY COMPOSITE COVER OF HIGH-STRENGTH WIRE CABLE MESH AND POLYMER MORTAR

Cao Zhong-min; Li Ai-qun; Wang Ya-yong; Yao Qiu-lai

doi:10.13204/j.gyjz200608028

Volume 36 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(8): 92-94,88

Ji Yongzhi, Wang Yuanzhan. NUMERICAL STUDY OF THE LOW STRAIN DYNAMIC TEST OF RESTRICTED PILE TOP OF CONCRETE PILE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 70-73. doi: 10.13204/j.gyjz201005014

Citation:

Cao Zhong-min, Li Ai-qun, Wang Ya-yong, Yao Qiu-lai. EXPERIMENTAL STUDY ON RC BEAM-COLUMN JOINTS STRENGTHENED BY COMPOSITE COVER OF HIGH-STRENGTH WIRE CABLE MESH AND POLYMER MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 92-94,88. doi: 10.13204/j.gyjz200608028

Ji Yongzhi, Wang Yuanzhan. NUMERICAL STUDY OF THE LOW STRAIN DYNAMIC TEST OF RESTRICTED PILE TOP OF CONCRETE PILE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 70-73. doi: 10.13204/j.gyjz201005014

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY ON RC BEAM-COLUMN JOINTS STRENGTHENED BY COMPOSITE COVER OF HIGH-STRENGTH WIRE CABLE MESH AND POLYMER MORTAR

doi: 10.13204/j.gyjz200608028

1.
1. College of Civil Engineering of Southeast University Nanjing 210096;
2.
2. Institute of Earthquake Engineering of China Academy of Building Research Beijing 100013

Received Date: 2006-03-20
Publish Date: 2006-08-20

Abstract

Abstract

Rehabilitation of members by composite cover of wire mesh and polymer mortar is a new method of structural strengthening with the advantages of resistance to fire,corrosion and ageing.Two beam-column joints strengthened by composite cover of high strength wire cable mesh and polymer mortar,and one un-strengthened joint are tested under low-cycle reversed load.The effect of different rehabilitation schemes on the shear-resistance capacity of the joint and the strengthening mechanism are analyzed.The results show that the beam-column joints strengthened with wire cable mesh and polymer mortar are beneficial to the shear capacity and seismic behavior of the joints.
- strengthening,
- high-strength wire cable mesh,
- polymer mortar,
- experimental study,
- beam-column joints

FullText(HTML)

References(9)

References

[2] 聂建国,王寒冰,张天申,等.不锈钢绞线网-渗透性聚合砂浆抗弯加固的试验研究.建筑结构学报,2005,26(2):1-9

唐九如.钢筋混凝土框架节点抗震.南京:东南大学出版社,1989:9-19

[3] 聂建国,蔡奇,张天申,等.不锈钢绞线网-渗透性聚合砂浆抗剪加固的试验研究建筑结构学报,2005,26(2):10-17

[4] 王亚勇,姚秋来,王忠海,等.高强钢绞线网-聚合物砂浆复合面层加固砖墙的试验研究.建筑结构,2005,35(8):36-40

[5] 钟聪明约束混凝土柱加固技术研究:[硕士学位论文].北京:中国建筑科学研究院,2004

[6] Engindeniz M,Kahn LF,Zureick AH.Repair and Strengthening of Reinforced Concrete Beam-Column Joints:State of the Art.ACI Structural Journal,2005,102 (2):187-197

[7] 陆洲导,谢莉萍,洪涛.碳纤维加固低配箍混凝土梁板柱节点的抗震试验.同济大学学报(自然科学版),2003,31(3):253-257

[8] 陆洲导,洪涛,谢莉萍.碳纤维加固震损混凝土框架节点抗震性能的初步研究.工业建筑,2003,33(2):9-12

[9] 吴波,王维俊.碳纤维布加固钢筋混凝土框架节点的抗震性能试验研究.土木工程学报,2005,38(4):60-83

Relative Articles

[1]	LYU Henglin, JING Yanrui, MOU Xingyu, ZHANG Chen. Research on Seismic Performance of Beam-Column Joints with Reinforced Webs Connected with Fully Bolted Double-Angle Steel[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 138-146. doi: 10.3724/j.gyjzG21110115
[2]	QIU Yu, ZOU Xiaozhou, LUO Yunhai, LI Lijuan, WU Nianduo, WANG Xiaoping, XIONG Zhe, XIE Longpan. Research on Seismic Performance of Prefabricated Concrete Beam-to-Column Joints with New Stirrups[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 72-79,148. doi: 10.13204/j.gyjzG22081007
[3]	YANG Hong, LIU Qingpei, YANG Xiaoyi. Experimental Research on Anchorage Performance of Rebars Considering Mechanical Characteristics of RC Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 40-49,97. doi: 10.13204/j.gyjzG21060107
[4]	TIAN Shiyu, REN Fengming, CHEN Guangming. BEAM-TO-COLUMN JOINT OF NEW STRUCTURES INCORPORATING FRP: CURRENT STATUS AND PROSPECTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 186-197. doi: 10.13204/j.gyjzG20062905
[5]	HUANG Sibai, LI Dongbin, LI Weilong. DIRECT SHEAR TEST OF BEAM-COLUMN JOINTS OF PRESTRESSED PREFABRICATED MONOLITHIC CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 18-23. doi: 10.13204/j.gyjz202005004
[6]	Jiang Shouchao Zhang Jinxiao, . EXPERIMENTAL RESEARCH ON PERFORMANCE OF WELDED ALUMINUM ALLOY BEAM-COLUMN CONNECTIONS STRENGTHENED WITH FRP[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 170-175. doi: 10.13204/j.gyjz201507034
[7]	Zhang Rujun, Geng Ou, Chai Boshi. RESEARCH EXPERIMENT OF THE BEAM-TO-COLUMN JOINT REINFORCED BY CFRP AT NEGATIVE MOMENT AREAS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 175-177. doi: 10.13204/j.gyjz2001407036
[8]	Yang Yong, Zhao Fei, Liu Yi, Xue Jianyang. EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMN RETROFITTED BY PRESTRESSED STEEL STRIPS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 45-48. doi: 10.13204/j.gyjz201302009
[9]	Wang Zhuolin, Jiang Lixue. EXPERIMENTAL STUDY ON LOW STRENGTH CAVITY WALLS STRENGTHENED WITH HIGH STRENGTH STEEL WIRE AND POLYMER MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 60-65. doi: 10.13204/j.gyjz201111013
[10]	Luo Qinger, Wang Yun, Weng Yuhui, Cheng Wenrang. EXPERIMENTAL STUDY OF BEAM-COLUMN JOINT OF PRECAST MONOLITHIC R. C. FRAME[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 80-83. doi: 10.13204/j.gyjz200902012
[11]	Huang Hua, Liu Boquan, Liu Weiduo. STUDY ON SHEAR BOND PERFORMANCE BETWEEN POLYMER MORTAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 103-105. doi: 10.13204/j.gyjz200904023
[12]	Huang Hua, Liu Boquan, Liu Weiduo. STUDY ON TENSILE BOND PERFORMANCE BETWEEN POLYMER MORTAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 98-102,105. doi: 10.13204/j.gyjz200904022
[13]	Huang Hua, Liu Boquan, Liu Weiduo. EXPERIMENTAL STUDY OF SHEAR BEHAVIOR OF RC BEAMS STRENGTHENED WITH STAINLESS STEEL WIRE MESH AND POLYMER MORTAR UNDER SECONDARY LOAD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 123-127. doi: 10.13204/j.gyjz200902024
[14]	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
[15]	Ding Ya-hong, Zeng Xian-tao, Wang Xing-guo. THE EXPERIMENTAL STUDY OF CONCRETE BEAMS STRENGTHENED WITH NEAR-SURFACE MOUNTED CFRP[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 89-91. doi: 10.13204/j.gyjz200607024
[16]	Chen Lihua, Li Aiqun, Zhao Ling. PRESENT SITUATION OF RESEARCH ON STEEL REINFORCED CONCRETE BEAM-COLUMN JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 56-58,36. doi: 10.13204/j.gyjz200501017
[17]	Wang Yihong, Tang Wenfeng. THE EXPERIMENTAL STUDY ON NEW TYPE JOINT OF CFST-CORE STEEL TUB E JOINT IN THE SIDE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 59-61. doi: 10.13204/j.gyjz200501018
[18]	Wang Bu, Wang Pu, Xia Chunhong. EXPERIMENTAL INVESTIGATION AND MECHANISM ANALYSIS OF RC BEAM-COLUMN JOINTS SHEAR PERFORMANCE STRENGTHENED AROUND CORE BY CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 29-33,38. doi: 10.13204/j.gyjz200507010
[19]	Li Qicai, Su Mingzhou, Chen Aiguo, Gu Qiang. EXPERIMENTAL ANALYSIS OF STEEL BEAM-TO-COLUMN CONNECTION WITH CANTILEVER BEAM SPLICING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 74-76. doi: 10.13204/j.gyjz200406024
[20]	Li Peng, Xu Dexing, Zhang Hanmin. EXPERIMENTAL RESEARCH ON STRENGTHENING STEEL STRUCTURES WITH CARBON FIBER REINFORCED POLYMER[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 91-92,98. doi: 10.13204/j.gyjz200407027