Research on Shear Resistance of Truss Connector of Precast Concrete Sandwich Insulation Wall

ZHANG Yueguo; ZHAO Zhigang; YIN Zhan; CHE Xiangdong; ZHU Bin; WANG Zhili; LYU Anan

doi:10.13204/j.gyjzG20041303

Volume 52 Issue 1

Apr. 2022

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(1): 74-78,46

Ma Hui, Xu Jianyang, Zhao Hongtie. ANALYSIS OF RESPONSE OF ANCIENT TIMBER BUILDINGS ON THE HIGH PEDESTAL UNDER RANDOM EARTHQUAKE EXCITATIONS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(02): 45-49. doi: 10.13204/j.gyjz201402011

Citation:

ZHANG Yueguo, ZHAO Zhigang, YIN Zhan, CHE Xiangdong, ZHU Bin, WANG Zhili, LYU Anan. Research on Shear Resistance of Truss Connector of Precast Concrete Sandwich Insulation Wall[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 74-78,46. doi: 10.13204/j.gyjzG20041303

Citation:

PDF( 7046 KB)

Research on Shear Resistance of Truss Connector of Precast Concrete Sandwich Insulation Wall

doi: 10.13204/j.gyjzG20041303

1. School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China;
2. Yantong Precast Concrete Co., Ltd., Beijing 102202, China;
3. Beijing Building Industrialization Group Corp., Ltd., Beijing 100161, China;
4. Peikko Construction Accessories (Zhangjiagang) Co., Ltd., Zhangjiagang 215600, China

Received Date: 2020-04-13
Available Online: 2022-04-24

Abstract

Abstract

Truss connector is an important component to connect the inner and outer leaves of concrete sandwich wall panels. In order to study the shear resistance of truss connector, two groups of 4 shear specimens with different insulation thickness were tested and analyzed by finite element method. The test results indicated that the failure modes of truss connector of sandwich wall under the action of shear force were that the tensioned web members were ruptured or pulled out after the compression buckling. Based on the test, the shear resistance of the truss connection of the wall was analyzed with variable parameters, such as the diameter of the truss web member, the distance between joints, and the thickness of the insulation layer were mainly taken into account, the simulation results showed that the yield and ultimate bearing capacity of sandwich wall increased with the increase of the diameter of web member, and increase with the decrease of joint spacing, the shear yield capacity of wall increased with the decrease of the thickness of insulation layer, but the correlation between the ultimate load and the thickness of insulation layer was not obvious due to the high-pressure shrinkage of insulation board.
- truss connector,
- precast sandwich insulation wall,
- shear resistance

FullText(HTML)

References(8)

References

[1]	蒋勤俭. 中国建筑产业化发展研究报告[J].混凝土世界,2014(7):10-20.
[2]	刘卉. 预制混凝土夹芯保温外挂墙板研究[D]. 南京:东南大学,2016.
[3]	刘若南.基于强度的预制混凝土夹芯保温墙板连接件设计研究[D].武汉:武汉理工大学,2014.
[4]	KAZEM H,BUNN W G,SELIEM H M,et al.Durability and long term behavior of FRP/foam shear transfer mechanism for concrete sandwich panels[J].Construction and Building Materials,2015,98:722-734.
[5]	EKENEL M.Testing and acceptance criteria for fiber-reinforced composite grid connectors used in concrete sandwich panels[J].Journal of Materials in Civil Engineering,2014,26(5):1-5.
[6]	王勃,杨树林,周柏成.预制混凝土夹心保温墙板FRP连接件研究[J].吉林建筑大学学报(自然科学版),2016,33(3):1-3.
[7]	陈东,丁磊.预制夹心墙板FRP连接件的有限元模拟[J].安徽建筑大学学报(自然科学版),2017,25(6):8-14.
[8]	刘巍,徐明,陈忠范.ABAQUS混凝土损伤塑性模型参数标定及验证[J].工业建筑,2014,44(增刊):167-171.

Relative Articles

[1]	LIN Wenluo, LI Junhua, TAN Jie. Experimental Research on Shear Performance of Stainless Steel Connectors in a New Type of Prefabricated Concrete Sandwich Insulation Wall Panels[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 64-71. doi: 10.13204/j.gyjzG23050606
[2]	ZHANG Yumin, XU Zhenhua, LI Jinghui, FENG Xuanming, WANG Yuliang. Research on Mechanical Properties of Stainless Steel Connectors of Precast Concrete Sandwich Walls[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 38-42. doi: 10.13204/j.gyjzG22031303
[3]	SHENG Zhigang, CHEN Xing, PAN Peng. Experimental Research on Influence Factors to Bearing Capacity and Stiffness Degradation of Small Concrete Block Walls[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(10): 94-99. doi: 10.13204/j.gyjzG22071404
[4]	CHEN Shuhui, XIA Zhanghua, WU Zelin, XU Yousheng, HU Mingliang, ZHU Sanfan. The Shear Bearing Capacity of Prefabricated UHPC Utility Tunnels[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 158-164. doi: 10.13204/j.gyjzG22010413
[5]	CHEN Yang, NING Jian, REN Chong, YANG Yong. Numerical Study on Shear Performance of Grouped Large Headed Stud Connectors in Prefabricated Steel-Thin UHPC Composite Girder[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 164-174. doi: 10.13204/j.gyjzG23070905
[6]	ZHANG Chenrong, YAN Jingliang, LIU Xiaogang. Research on Tensile and Shear Performance of Fully-Prefabricated Slabs with UHPC Split-Joints[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 119-127. doi: 10.13204/j.gyjzG23022811
[7]	XIE Zhiqiang, SHI Leilei, ZHANG Ailin, ZHOU Daxing, ZHANG Xiangdong, YIN Bingshuai, WANG Kai. Research on Simplified Analysis Methods of Nonlinear Finite Element for Shear Performance of Self-Piercing Riveting Connections Between Cold-Formed Steel Sheets[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 98-105,146. doi: 10.13204/j.gyjzG22011912
[8]	WANG Jingfeng, WANG Wanqian, ZHANG Rong, LIU Chao, ZHANG Huijie, WANG Can. EXPERIMENTAL STUDY ON SHEAR PERFORMANCES OF PREFABRICATED COLD-FORMED THIN-WALL STEEL WALLS FILLED WITH LIGHT WEIGHT POLYMER MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 145-150,202. doi: 10.13204/j.gyjzG20070402
[9]	YIN Zhan, ZHANG Yueguo, YANG Sizhong, REN Chengchuan, ZHOU Jian, LIU Xinghua, YU Yinquan. EXPERIMENTAL RESEARCH ON TENSILE AND SHEAR ACTION OF TRUSS CONNECTIONS OF LOW-ENERGY SANDWICH INSULATION WALLS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 27-31,71. doi: 10.13204/j.gyjzG20052507
[10]	Yang Jianjiang Liu Ye Li Suyan Wang Fei Liu Ping, . EXPERIMENTAL RESEARCH ON WIND AND SHEAR RESISTANCE OF CONTAINER HOUSE SIDING[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 164-169. doi: 10.13204/j.gyjz201507033
[11]	Pang Rui, Zhao Yi, Liang Shuting, Zhang Shuo. EXPERIMENTAL STUDY OF SHEAR CAPACITY OF HAIRPIN SLAB CONNECTION IN PRECAST RC FLOOR[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(02): 50-54. doi: 10.13204/j.gyjz201402012
[12]	Pang Rui, Xiong Xiaoli, Jiang Lifeng. EXPERIMENTAL STUDY OF SHEAR CAPACITY OF π-SHAPE SLAB JOINTS IN PRECAST RC DIAPHRAGM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 84-87.
[13]	Chai Zhenling, Guo Zixiong, Hu Yidong, Li Gang, Yin Tinghua. EXPERIMENTAL RESEARCH ON SHEAR BEHAVIOR OF STONE MASONRY JOINT UNDER SHEAR AND COMPRESSION LOADING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 63-66. doi: 10.13204/j.gyjz201109014
[14]	Pang Rui, Liang Shuting, Zhu Xiaojun, Wu Chuanchuan, Meng Yao. EFFECT OF DETAILED FORMATIONS ON THE PLANE SHEAR MECHANICAL PROPERTY OF HAIRPIN CONNECTORS IN PRECAST RC FLOOR SLABS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 79-83. doi: 10.13204/j.gyjz201106017
[15]	Zhao Ruirong, Chen Lin, Zhou Yun. SHEAR PERFORMANCE ANALYSIS OF STIFFENED STEEL PLATE SHEAR WALLS WITH SLITS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 119-123. doi: 10.13204/j.gyjz201005025
[16]	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
[17]	Liu Jun, Li Yingmei, Li Qing. EXPERIMENTAL STUDY ON INTERFACIAL SHEARING PROPERTY OF FRP REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 79-81,96. doi: 10.13204/j.gyjz200811019
[18]	Wen Baojun, Liang Xingwen, Hou Lina. RESEARCH ON SHEAR CAPACITY OF YIELD HINGE REGIONS OF REINFORCED CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 60-64. doi: 10.13204/j.gyjz200812016
[19]	Li Junhua, Wang Xintang, Xue Jianyang, Zhao Hongtie. EXPERIMENT AND ANALYSIS ON SHEAR PERFORMANCE OF STEEL REINFORCED HIGH - STRENGTH CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 90-94,59. doi: 10.13204/j.gyjz200703022
[20]	Yang Yongxin, Cao Jinsong, Yue Qingrui, Zhao Yan, Cai Peng, Peng Fuming, Li Qingwei. STANDARD MOULD ON SHEAR SPECIMEN OF RESIN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 5-6,4. doi: 10.13204/j.gyjz200508002

Supplements(0)

Cited By

Cited by

Periodical cited type(4)

1.	廖菲菲，徐理，张玉清. 低温下装配式建筑层间结构脆弱点检测与仿真. 计算机仿真. 2024(08): 326-330 .
2.	孟宪宏，宋正泉，费小爽，陈建华. 预制混凝土夹心保温墙板连接件抗扭性能试验. 沈阳建筑大学学报(自然科学版). 2024(06): 994-1000 .
3.	张轶琛，陈国新，郭孟攀，刘健. 竖向荷载下夹心保温复合墙板片状金属拉结件承载力计算方法研究. 石河子大学学报(自然科学版). 2024(06): 692-701 .
4.	涂娈芳，秦晓豪. 预制夹心保温墙板正打工艺的研究与工程实践. 城市建筑. 2023(02): 164-166 .

Other cited types(6)

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 (166) PDF downloads(3)