螺栓连接装配式混凝土剪力墙抗震性能研究

种迅; 陈子星; 蒋庆; 黄俊旗; 李浩然; 方小文; 谢锦宸

doi:10.13204/j.gyjzG21012705

螺栓连接装配式混凝土剪力墙抗震性能研究

doi: 10.13204/j.gyjzG21012705

种迅^1,2,
陈子星¹,
蒋庆^1,2, ,,
黄俊旗^1,2,
李浩然³,
方小文¹,
谢锦宸⁴

1. 合肥工业大学土木与水利工程学院, 合肥 230009;
2. 安徽土木工程结构与材料省级重点实验室, 合肥 230009;
3. 长沙远大住宅合肥有限公司, 合肥 230000;
4. 北京大学工学院, 北京 100872

基金项目:

国家自然科学基金项目(52178472)。

详细信息

作者简介:
种迅,女,1978年出生,博士,教授。

通讯作者:
蒋庆,男,1984年出生,博士,副教授,ahhfjq@163.com。

计量
- 文章访问数: 128
- HTML全文浏览量: 24
- PDF下载量: 5
- 被引次数: 0
出版历程
- 收稿日期: 2021-01-27

Research on Seismic Performance of Prefabricated Concrete Shear Wall Structures with Bolt Connections

1. School of Civil and Hydraucic Engineering, Hefei University of Technology, Hefei 230009, China;
2. Anhui Key Laboratory of Civil Engineering Structures and Materials, Hefei 230009, China;
3. Changsha Broad Industrial Corporation, Hefei 230000, China;
4. College of Engineering, Peking University, Beijing 100872, China

摘要

摘要: 为研究在水平拼缝位置采用螺栓连接的装配式剪力墙的抗震性能,完成了两个剪跨比为2.2的剪力墙试件的拟静力试验。研究结果表明:两个试件都发生了弯曲破坏,水平拼缝的抗剪承载力满足要求;两试件的破坏均发生在剪力墙水平拼缝截面附近和拼缝下方的下段墙板上,上段墙板本身基本保持弹性;由于连接盒底板连接构造不同,试件S-1发生了高强螺杆拉断的脆性破坏,试件S-2则发生了由较薄螺栓连接垫板的抗弯强度控制的塑性破坏;试件S-2具有较好的自复位能力,延性系数介于3.03~3.7之间,极限位移角满足GB 50011—2010《建筑结构抗震设计规范》限值要求。同时,基于通用有限元软件ABAQUS建立数值模型对试件进行单向推覆分析,分析模型可以较好模拟试件的骨架曲线和破坏模式。
- 装配式混凝土剪力墙 /
- 螺栓连接 /
- 抗震性能 /
- 拟静力试验 /
- 数值模拟
Abstract: To study the seismic performance of the precast shear wall with bolt connections at the horizontal joint, a quasi-static test of two shear wall specimens with a shear-span ratio of 2.2 was conducted. The test results showed that: both specimens suffered bending damage, and the shear capacity of the horizontal joint met the requirements; the damage of both specimens occurred near the horizontal joint and the lower section of the wall panel below the joint, while the upper wall panel basically remained elastic; due to the different forms of the bottom plate of the connection box, brittle damage occurred in specimen S-1 while plastic damage occurred in specimen S-2; the ductility coefficient of specimen S-2 was between 3.03 and 3.7, and the drift value could meet the requirements of Chinese Code for Seismic Design of Buildings(GB 50011—2010). Based on the experimental study, the unidirectional push over analysis based on FE software ABAQUS was conducted the analysis. The proposed FE model could well reproduce the skeleton curve and the failure mode of the specimens.
- prefabricated concrete shear wall /
- bolt connection /
- seismic performance /
- quasi-static test /
- numerical simulation

HTML全文

参考文献(17)

[1]	钱稼茹, 杨新科, 秦珩,等. 竖向钢筋采用不同连接方法的预制钢筋混凝土剪力墙抗震性能试验[J]. 建筑结构学报, 2011, 32(6):51-59.
[2]	种迅,万金亮,蒋庆,等.水平拼缝部位增强叠合板式剪力墙抗震性能试验研究[J]. 工程力学, 2018, 35(4):107-114.
[3]	姜洪斌,张海顺,刘文清,等.预制混凝土插入式预留孔灌浆钢筋搭接试验[J].哈尔滨工业大学学报,2011,43(10):18-23.
[4]	中华人民共和国住房和城乡建设部.装配式混凝土结构技术规程:JGJ 1-2014[S]. 北京:中国建筑工业出版社, 2014.
[5]	SOUDKI K A, WEST J S, RIZKALLA S H, et al. Horizontal connections for precast concrete shear wall panels under cyclic shear loading[J]. PCI Journal, 1996, 41(3):64-80.
[6]	SOUDKI K A, RIZKALLA S H, LEBLANC B. Horizontal connections for precast concrete shear walls subjected to cyclic deformations part 1:mild steel connections[J]. PCI Journal, 1995, 40(4):78-96.
[7]	BORA C, OLIVA M G, NAKAKI S D, et al. Development of a precast concrete shear-wall system requiring special code acceptance[J]. PCI Journal, 2007, 52(1):122-135.
[8]	王啸霆, 李文峰, 王涛, 等. 采用螺栓连接的预制钢骨剪力墙拟静力试验研究[J]. 地震工程与工程振动, 2013, 4(5):167-175.
[9]	薛伟辰, 古徐莉, 胡翔, 等. 螺栓连接装配整体式混凝土剪力墙低周反复试验研究[J]. 土木工程学报, 2014(增刊2):221-226.
[10]	薛伟辰, 褚明晓, 刘亚男, 等. 高轴压比下新型预制混凝土剪力墙抗震性能[J]. 哈尔滨工程大学学报, 2018,39(3):452-460.
[11]	中华人民共和国住房和城乡建设部.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.
[12]	过镇海, 时旭东. 钢筋混凝土原理和分析[M]. 北京:清华大学出版社, 2003.
[13]	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, 2010.
[14]	中华人民共和国住房和城乡建设部.钢结构设计标准:GB 50017-2017[S].北京:中国建筑工业出版社, 2018.
[15]	HOGNESTAD E. A study of combined bending and axial load in reinforced concrete members[R]. Urbana-Champaign:University of Illinois, 1951.
[16]	LIN X, YAM M, CHUNG K, et al. A study of net-section resistance of high strength steel bolted connections[J]. Thin-walled Structures, 2021, 159. DOI: 10.1016/j.tws.2020.107284.
[17]	SHAHEEN M A, FOSTER A, CUNNINGHAM L S, et al. A numerical investigation into stripping failure of bolt assemblies at elevated temperatures[J]. Structures, 2020, 27:1458-1466.