您的位置：山东大学 -> 科技期刊社 -> 《山东大学学报（工学版）》

山东大学学报 (工学版) ›› 2024, Vol. 54 ›› Issue (2): 136-142.doi: 10.6040/j.issn.1672-3961.0.2023.029

• 土木工程 • 上一篇    

新型装配式剪力墙单向往复/单调加载试验

樊禹江1,2,余滨杉3,许锦宝2,陈玉喜2,熊二刚2,孙克清2   

  1. 1.长安大学建筑学院, 陕西 西安 710061;2.长安大学建筑工程学院, 陕西 西安 710061;3.西北工业大学力学与土木建筑学院, 陕西 西安 710072
  • 发布日期:2024-04-17
  • 作者简介:樊禹江(1987— ),男,陕西西安人,副教授,硕士生导师,博士,主要研究方向为装配式结构. E-mail:fanyujiangchd@163.com
  • 基金资助:
    国家自然科学基金青年资助项目(51808046);陕西省重点研发计划资助项目(2023-YBSF-315、2021SF-521);陕西省自然科学基金资助项目(2023-JC-YB-470)

Unidirectional reciprocating/monotonic loading test of new assembled shear wall

FAN Yujiang1,2, YU Binshan3, XU Jinbao2, CHEN Yuxi2, XIONG Ergang2, SUN Keqing2   

  1. 1. School of Architecture, Chang'an University, Xi'an 710061, Shaanxi, China;
    2. School of Civil Engineering, Chang'an University, Xi'an 710061, Shaanxi, China;
    3. School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University, Xi'an 710072, Shaanxi, China
  • Published:2024-04-17

PDF (PC)

2

摘要： 为明确装配式剪力墙结构水平连接的传力机理,获得更优异的耗能能力,提出一种新型装配式剪力墙结构。针对此结构,设计制作4片缩尺比例为1∶1.54的不同螺栓配置数量、轴压比和边缘构件纵筋配筋率的新型装配式剪力墙结构模型,完成单向往复/单调加载试验。4片试件破坏模式相似,墙体保持弹性状态,且未发现明显裂缝;之后墙体混凝土发生破坏,裂缝多开展于1/3墙高下侧,最终破坏时沿墙身对角线向墙角贯通。轴压比/边缘构件纵筋配筋率减小导致试件各特征荷载降低。试验结果表明,增加螺栓配置数量虽然对试件的特征荷载影响不大,但能有效限制墙体侧移,提高试件的整体性和水平连接装置的传力性能;新型装配式剪力墙具有更强的变形能力,极限承载力与现浇墙体基本一致。

关键词: 新型装配式剪力墙, 耗能, 水平连接装置, 单向往复加载, 单调加载

中图分类号: 

  • TU45
[1] ZHONG C L, ZHANG M Q, CUI X, et al. Comprehensive evaluation of China's prefabricated decoration cost based on analytic hierarchy process[J]. Advances in Civil Engineering, 2020, 2020: 1583748.
[2] PAN G B, CAI J, HE A, et al. An experimental study of the seismic behaviour of precast concrete shear walls with bolted-plated connections[J]. Engineering Structures, 2021, 248: 113203.
[3] 朱张峰, 郭正兴, 朱寅, 等.不同连接构造的装配式混凝土剪力墙抗震性能试验研究[J]. 湖南大学学报(自然科学版), 2017, 44(3): 55-60. ZHU Zhangfeng, GUO Zhengxing, ZHU Yin, et al. Experimental investigation on seismic performance of precast concrete shear walls with different connections[J]. Journal of Hunan University(Natural Sciences), 2017, 44(3): 55-60.
[4] 樊禹江, 葛俊, 艾斌平, 等. 新型装配式剪力墙抗震性能试验[J/OL]. 哈尔滨工业大学学报.(2022-08-30)[2023-01-31]. http://kns.cnki.net/kcms/detail/23.1235.T.20220830.1231.002.html.
[5] El SEMELAWY M, El DAMATTY A, SOLIMAN A M. Novel anchor-jointed precast shear wall: testing and validation[J]. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 2015, 168(4): 263-274.
[6] El SEMELAWY M, El DAMATTY A, SOLIMAN A M. Finite-element analysis of anchor-jointed precast structural wall system[J]. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 2017, 170(8): 543-554.
[7] KALLIONTZIS D, NAZARI M. Unbonded post-tensioned precast concrete walls with rocking connections: modeling approaches and impact damping[J]. Frontiers in Built Environment, 2021, 7: 638509.
[8] 孙建, 邱洪兴, 谭志成, 等. 螺栓连接全装配式一字形RC剪力墙受力性能试验研究[J]. 建筑结构学报, 2016, 37(3): 67-75. SUN Jian, QIU Hongxing, TAN Zhicheng, et al. Experimental study on mechanical behavior of rectangular precast reinforced concrete shear wall utilizing bolted connections[J]. Journal of Building Structures, 2016, 37(3): 67-75.
[9] 孙建, 邱洪兴, 蒋洪波. 螺栓连接装配式一字形钢筋混凝土剪力墙承载力分析[J]. 建筑结构学报, 2019, 40(8): 23-30. SUN Jian, QIU Hongxing, JIANG Hongbo. Analysis on load bearing capacities of rectangular precast reinforced concrete shear wall assembled by high strength bolts[J]. Journal of Building Structures, 2019, 40(8): 23-30.
[10] 马雪玉. 预制钢筋混凝土剪力墙板水平接缝钢板组合连接构造研究[D]. 苏州: 苏州科技大学, 2017. MA Xueyu. Research on horizontal interface of precast shear wall with bolt and two-side connecting plate[D]. Suzhou: Suzhou University of Science and Techn-ology, 2017.
[11] 苗欣蔚, 黄炜, 胡高兴, 等. 水平缝螺栓连接的全装配式复合墙体受力性能试验研究[J]. 湖南大学学报(自然科学版), 2021, 48(5): 19-28. MIAO Xinwei, HUANG Wei, HU Gaoxing, et al. Experimental study on mechanical behavior of fully assembled composite wall with bolted connection on horizontal joints[J]. Journal of Hunan University(Natural Sciences), 2021, 48(5): 19-28.
[12] 王啸楠, 高旭杰. 螺栓钢板接缝连接装配式混凝土剪力墙的受力性能分析[J]. 建筑结构, 2019, 49(增刊2): 526-530. WANG Xiaonan, GAO Xujie. Mechanical behaviors analysis of precast concrete shear wall with bolted steel plate joints[J]. Building Structures, 2019, 49(Suppl.2): 526-530.
[13] 赵斌,王庆杨,吕西林. 采用全装配水平接缝的预制混凝土剪力墙抗震性能研究[J]. 建筑结构学报, 2018, 39(12): 48-55. ZHAO Bin, WANG Qingyang, LÜ Xilin. Research on seismic behavior of precast concrete walls with fully assembled horizontal joints[J]. Journal of Building Structures, 2018, 39(12): 48-55.
[14] 方强, 邱洪兴, 孙建, 等. 有限滑动螺栓连接装配式混凝土剪力墙抗震性能试验研究[J]. 东南大学学报(自然科学版), 2021, 51(4): 559-565. FANG Qiang, QIU Hongxing, SUN Jian, et al. Experimental study on seismic performance of precast concrete shear walls with limited slip bolted connectors[J]. Journal of Southeast University(Natural Science Edition), 2021, 51(4): 559-565.
[15] 樊禹江, 黄欢欢, 廖凯, 等. 新型装配式剪力墙抗震性能数值模拟与起滑荷载分析[J]. 湖南大学学报(自然科学版), 2023, 50(3): 41-50. FAN Yujiang, HUANG Huanhuan, LIAO Kai, et al. Numerical simulation on seismic performance and slip load analysis of new prefabricated shear walls[J]. Journal of Hunan University(Natural Sciences), 2023, 50(3): 41-50.
[16] 中华人民共和国建设部. 建筑抗震试验规程: JGJ/T 101—2015[S]. 北京: 中国建筑工业出版社, 2015.
[17] 严涛. 不同连接方式对装配式剪力墙抗震性能的影响[D]. 长沙: 湖南大学, 2017. YAN Tao. The influence of seismic behavior of precast shear wall with different connection modes[D]. Changsha: Hunan University, 2017.
[1] 许英东,崔言继,朱志鑫,任晓倩,陈帅,张朋,付涛. 配置HTRB600E高强钢筋装配式圆形桥墩的抗震性能[J]. 山东大学学报 (工学版), 2023, 53(3): 104-112.
[2] 樊禹江,余滨杉,葛俊,黄欢欢,廖凯,丁佳雄,熊二刚. 新型装配式剪力墙摩擦抗剪机理[J]. 山东大学学报 (工学版), 2023, 53(1): 76-82.
[3] 付涛,朱志鑫,孟凌霄,孙中华,朱经纬. 中空夹层预制装配式桥墩的抗震性能[J]. 山东大学学报 (工学版), 2022, 52(4): 191-200.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
No Suggested Reading articles found!
版权所有 © 2018 《山东大学学报(工学版)》编辑部　
地址: 济南市山大南路27号（250100）　 电话: 0531-88366735　 E-mail: xbgxb@sdu.edu.cn
本系统由北京玛格泰克科技发展有限公司设计开发