Experimental Research on Seismic Performance of Core Grouted Concrete Prefabricated Shear Walls with Vertical Mixed Reinforcement on Wall

MENG Fan-lin; YIN Cheng-nuo; XU Shuai; LI Zhao-jie

doi:10.13204/j.gyjzg21093002

Volume 52 Issue 9

Sep. 2022

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(9): 74-79

Zhang Yanghan. EXPLORATION OF LANDSCAPE DESIGN OF ZHANGZHOU GULEI ECONOMIC DEVELOPMENT ZONE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 49-52. doi: 10.13204/j.gyjz201211011

Citation:

MENG Fan-lin, YIN Cheng-nuo, XU Shuai, LI Zhao-jie. Experimental Research on Seismic Performance of Core Grouted Concrete Prefabricated Shear Walls with Vertical Mixed Reinforcement on Wall[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 74-79. doi: 10.13204/j.gyjzg21093002

Zhang Yanghan. EXPLORATION OF LANDSCAPE DESIGN OF ZHANGZHOU GULEI ECONOMIC DEVELOPMENT ZONE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 49-52. doi: 10.13204/j.gyjz201211011

Citation:

PDF( 4824 KB)

Experimental Research on Seismic Performance of Core Grouted Concrete Prefabricated Shear Walls with Vertical Mixed Reinforcement on Wall

doi: 10.13204/j.gyjzg21093002

College of Civil Engineering, Jilin Jianzhu University, Changchun 130118, China

Received Date: 2021-09-30
Available Online: 2023-02-06

Abstract

Abstract

In order to study the seismic performance of core grouted congruent concrete prefabricated shear walls with vertical mixed reinforcement on the wall, 1 cast-in-place concrete shear wall specimen and 2 core grouted congruent concrete prefabricated shear walls were designed and full-scale fabricated. The walls of the two prefabricated specimens adopted the method of vertical symmetrical reinforcement and vertical mixed reinforcement respectively, quasi-static tests were conducted according to the axial compression ratio of 0.3. The test results showed that the failure patterns of the shear wall specimens with mixed reinforcement and the shear wall specimens with symmetrical reinforcement were similar, and both had compression and bending failure; there was no obvious slip phenomenon between the prefabricated member and the core grouted concrete; the seismic performance of shear wall specimens with symmetrical reinforcement was slightly higher than that of shear wall specimens with mixed reinforcement; the core grouted congruent concrete prefabricated shear walls with vertical mixed reinforcement on the wall could meet the requirements of Code for Seismic Design of Buildings (GB 50011—2010).
- prefabricated shear wall,
- core grouted concrete,
- seismic performance,
- quasi-static loading,
- displacement angle

FullText(HTML)

References(12)

References

[1]	薛伟辰, 胡翔.预制混凝土剪力墙结构体系研究进展[J].建筑结构学报, 2019, 40(2):44-55.
[2]	张微敬, 钱稼茹, 孟涛, 等.带现浇暗柱的预制圆孔板剪力墙抗震性能试验研究[J].建筑结构学报, 2009, 30(增刊2):47-51.
[3]	刘继良, 初明进, 王刚, 等.预制混凝空心模剪力墙受弯性能试验研究[J].建筑结构学报, 2015, 36(7):26-34.
[4]	黄灿灿.竖向分布钢筋部分连接的混合装配式剪力墙抗震性能研究[D].徐州:中国矿业大学, 2019.
[5]	孟凡林, 孟祥瑞, 付萍, 等.灌芯叠合装配式钢筋混凝土剪力墙结构的建造方法:CN102877646A[P].2013-01-16.
[6]	孟凡林, 孟祥瑞, 杨艳敏, 等.灌芯装配式混凝土剪力墙抗震性能试验研究[J].建筑结构, 2017, 47(10):92-96 , 88.
[7]	孟凡林, 樊冠磊, 孟祥瑞, 等.灌芯装配式混凝土大板剪力墙抗震性能试验研究[J].工业建筑, 2017, 47(12):82-88.
[8]	中国建筑标准设计研究院.混凝土结构施工图平面整体表示方法制图规则和构造详图(现浇混凝土框架、剪力墙、框架-剪力墙、框支剪力墙结构):16G101-1[M].北京:中国计划出版社, 2016.
[9]	中华人民共和国住房和城乡建设部.普通混凝土物理力学性能试验方法标准:GB/T 50081-2019[S].北京:中国建筑工业出版社, 2019.
[10]	中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010-2010[S].北京:中国建筑工业出版社, 2010.
[11]	过镇海.钢筋混凝土原理与分析[M].北京:清华大学出版社, 2003.
[12]	中华人民共和国住房和城乡建设部.建筑抗震设计规范:GB 50011-2010[S].北京:中国建筑工业出版社, 2016.

Relative Articles

[1]	CHEN Weiying, LI Yixiang, CAO Di, BI Xin. Research on Indoor Daylighting Optimization Strategy for Renovated Old Industrial Buildings with Large Spans[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 139-145. doi: 10.13204/j.gyjzG22042907
[2]	LU Jingfu, SUN Zhanqi, QIU Yong, LI Zhongwen, ZHOU Zhenwei, HUANG Chaojun. EXPERIMENTAL RESEARCH ON MECHANICS OF LONG-SPAN AND HEAVY-LOAD PRESTRESSED CONCRETE DOUBLE-TEES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 62-67. doi: 10.13204/j.gyjzG19111005
[3]	Lin Yongjun, Song Changjiang, Luo Nan, Li Mingshui, Gao Xiujian. STUDY ON WIND TUNNEL TEST OF LARGE-SPAN SINGLE-LAYER RETICULATED SHELL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 130-134. doi: 10.13204/j.gyjz201307029
[4]	Chen Hongqiu, Zhou Guixiang, Zhou Yin, Liang Jun. AERO-INTERFERENCE OF SURROUNDING HIGH RISE BUILDINGS ON LARGE-SPAN CURVED ROOF[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 55-59. doi: 10.13204/j.gyjz201206013
[5]	Weng Zhenjiang, Yin Lingfeng, Shan Jian, Tang Gan, Huang Wei, Wu Feng. AUTOMATIC EMPLACEMENT CONSTRUCTION METHODS OF LARGE SINGLE-LAYER PLANE CABLE NET CURTAIN WALL BASED ON FORM-FINDING ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 75-80. doi: 10.13204/j.gyjz201110019
[6]	Zhang Xiaorui, Song Lin, Jiao Haizhou. APPLICATION OF PRESTRESS TECHNOLOGY IN LONG SPAN PURE STONE ARCHITECTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 116-120. doi: 10.13204/j.gyjz201103023
[7]	Liu Pengfei, Zhao Qilin, Jiang Kebin, Gao Hesheng. THEORETIC RESEARCH ON FRICTION LOSS OF PRE-STRESS IN LARGE-SPAN CONCRETE BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 64-67. doi: 10.13204/j.gyjz201110016
[8]	Huang Lifeng, Feng Jian. DESIGN FOR SINGLE-LAYER PLANE CABLE MESH STRUCTURE OF POINT-SUPPORTED GLASS CURTAIN WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 104-108. doi: 10.13204/j.gyjz200805025
[9]	Xiang Kai, Lu Zhoudao, Yu Jiangtao, Zhang Kechun. RESEARCH ON STRENGTHENING TECHNOLOGY OF LONG-SPAN RETICULATED SHELLS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 110-113. doi: 10.13204/j.gyjz200801028
[10]	Tang Han, Shen Minxia, Xu Yan. DESIGN OF LONG-SPAN PRESTRESSED HOLLOW PLATE OF SHOOTING GYM FOR BEIJING OLYMPIC GAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 23-25,19. doi: 10.13204/j.gyjz200701007
[11]	Dong Jin, Zhan Zhen, Li Shulin. APPLICATION OF EXTRA -LONG OVERHANGING SCAFFOLD IN OFFICE BUILDING PROJECT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 115-117. doi: 10.13204/j.gyjz200710031
[12]	Wang Yuanqing, Shi Yongjiu, Ren Zhihong, Wang Zhe. ANALYSIS OF THE INFLUENCING FACTORS OF FLEXIBLE SUPPORTING SYSTEM FOR POINT SUPPORTED GLASS CURTAIN WALL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 79-81. doi: 10.13204/j.gyjz200602023
[13]	Feng Ruoqiang, Wu Yue. STATIC AND DYNAMIC PERFORMANCE RESEARCH ON CABLE STRUCTURE OF POINT SUPPORTED GLAZING IN JIANGSU INFORMATION MANSION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 95-98. doi: 10.13204/j.gyjz200603025
[14]	Yu Dong, Qu Linhai, Guan Chuanfu. CONSTRUCTION TECHNOLOGY OF LARGE-SPAN STEEL STRUCTURE FOR A GYMNASIUM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 84-86. doi: 10.13204/j.gyjz200503028
[15]	Wang Yuanqing, Sun Fen, Shi Yongjiu, Ken Y Luo, Lei Yu. DESIGN OF FLEXIBLE SUPPORTING SYSTEM FOR POINT SUPPORTING GLASS CURTAIN WALL FOR TUCHENG TELEPHONE EXCHANGE OF BEIJING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 29-31,39. doi: 10.13204/j.gyjz200502008
[16]	Guo Yanlin, Deng Ke, Wang Hong, Bao Guangjian, Xu Chongliang. THE INTEGRAL HOISTING TECHNOLOGY OF CHINA SOUTHERN AIRLINES GUANGZHOU AIRCRAFT HANGAR[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 6-11. doi: 10.13204/j.gyjz200412002