装配式剪力墙竖向分布钢筋连接程度研究进展

张士前; 陈越时; 刘亚男; 马昕煦; 廖显东; 肖绪文

doi:10.3969/j.issn.0258-2724.20191064

装配式剪力墙竖向分布钢筋连接程度研究进展

doi: 10.3969/j.issn.0258-2724.20191064

基金项目: 十三五国家重点研发计划课题（2016YFC0701906-3）；中建股份科技研发课题资助（CSCEC-2016-Z-16）

详细信息

作者简介:
张士前（1983—），男，工程师，博士，研究方向为预制混凝土结构，E-mail：Skyfirezhe@163.com

通讯作者:
肖绪文（1953—），男，中国工程院院士，教授级高级工程师，研究方向为预制混凝土结构与施工技术，E-mail：xiaoxw@cscec.com

中图分类号: TU317
计量
- 文章访问数: 403
- HTML全文浏览量: 185
- PDF下载量: 11
- 被引次数: 0
出版历程
- 收稿日期: 2019-11-19
- 修回日期: 2020-07-07
- 网络出版日期: 2020-08-24
- 刊出日期: 2021-08-15

State of the Art in Connection of Vertically Distributed Reinforcements for Precast Shear Wall

摘要

摘要: 装配式剪力墙结构是我国高层住宅常用的结构形式之一，其可靠的竖向连接是保证结构安全的关键. 按照竖向分布钢筋在楼层处连接数量（连接程度）不同，装配式剪力墙竖向连接可分为全部连接、部分连接和不连接3种. 基于国内外相关的研究成果，系统总结了3种连接程度装配式剪力墙的竖向分布钢筋连接形式、构造特点与受力性能，并深入分析了竖向分布钢筋连接程度对剪力墙抗震性能影响，全面梳理了其研究存在的不足. 在此基础上，提出基于剪力墙截面受压、受剪承载力等效原则的一种竖向分布钢筋不连接边缘构件现浇装配式剪力墙结构，并给出相关设计计算方法. 最后对装配式剪力墙新型连接技术与无损检测技术等方面做出了展望，并指出竖向分布钢筋不连接装配式剪力墙结构是未来更具前景发展方向之一.
- 装配式剪力墙 /
- 竖向分布钢筋 /
- 连接程度 /
- 强度等效原则 /
- 设计计算方法
Abstract: Precast concrete shear wall structure is one of the most common structures for China ’s high-rise residential buildings. Reliable vertical connection is critical for the structure to ensure safety. According to the number of vertically distribution reinforcement connections or lap joints (connection degree) on the floor, the vertical connection for precast shear wall can be divided into three forms: full connection, partial connection and no connection. Based on relevant research, for three kinds of connection degrees of precast shear wall, the connection form of vertically distributed reinforcements, structural characteristics and mechanical properties are systematically summarized. Then the influence of the vertically distributed reinforcement connection on the seismic performance of the shear wall and the deficiencies of the current research are analyzed. Further, based on the principle of equivalent bending and shear resistance, a new shear wall structure with non-connected vertical distribution reinforcement is proposed, and its design calculation method is presented. Finally, the new connection technology and nondestructive testing technology for precast shear wall are predicted, and it is pointed out that the precast shear wall structure with non-connected vertically distributed reinforcements is more promising in the future.
- precast shear wall /
- vertically distribution reinforcement /
- connection degree /
- principle of equivalent strength /
- design calculation method

HTML全文

图 1 不同连接程度剪力墙示意

Figure 1. Shear wall with different connections

下载: 全尺寸图片幻灯片

图 2 叠合剪力墙插筋连接

Figure 2. Composite shear wall with indirect splicing of reinforcements

下载: 全尺寸图片幻灯片

图 3 U型套箍连接

Figure 3. U-type reinforcements with ferrule connection

下载: 全尺寸图片幻灯片

图 4 一种分布钢筋不连接的装配式剪力墙

Figure 4. Precast shear wall with unconnected reinforcement distribution

下载: 全尺寸图片幻灯片

图 5 边缘构件现浇齿槽连接装配式剪力墙

Figure 5. Precast concrete shear wall of grooves connected with cast-in-place edge components

下载: 全尺寸图片幻灯片

图 6 装配式剪力墙就位质量问题

Figure 6. Quality problem of precast shear wall installation

下载: 全尺寸图片幻灯片

图 7 竖向分布钢筋不连接的装配式剪力墙

Figure 7. Precast concrete shear wall structure with unconnected vertically distributed reinforcements

下载: 全尺寸图片幻灯片

图 8 受力简图

Figure 8. Force distribution

下载: 全尺寸图片幻灯片

参考文献(52)

中华人民共和国住房和城乡建设部,中华人民共和国国家计划委员会,中华人民共和国国家经济贸易委员会,等. 关于推进住宅产业现代化提高住宅质量的若干意见[J]. 中国房地产金融,2000,28(1): 5-6,24.

肖绪文,曹志伟,刘星,等. 我国建筑装配化发展的现状、问题与对策[J]. 建筑结构,2019,49(19): 1-4.

XIAO Xuwen, CAO Zhiwei, LIU Xing, et al. Status,problems and countermeasures of prefabricated buildings in China[J]. Building Structure, 2019, 49(19): 1-4.

PENG Y Y, QIAN J R, WANG Y H. Cyclic performance of precast concrete shear walls with a mortar–sleeve connection for longitudinal steel bars[J]. Materials and Structures, 2016, 49(6): 2455-2469. doi: 10.1617/s11527-015-0660-0

马军卫,潘金龙,尹万云,等. 灌浆套筒连接全装配式框架-剪力墙结构抗震性能试验研究[J]. 工程力学,2017,34(10): 185-194.

MA Junwei, PAN Jinlong, YIN Wanyun, et al. Experimental study on seismic performance of fullprecast shear wall-frame structures with reinforcement spliced by grout-filles leeves[J]. Engineering Mechanics, 2017, 34(10): 185-194.

WU L, TIAN Y, SU Y, et al. Seismic performance of precast composite shear walls reinforced by concrete-filled steel tubes[J]. Engineering Structures, 2018, 162: 72-83. doi: 10.1016/j.engstruct.2018.01.069

SEIFI P, HENRY R S, INGHAM J M. Panel connection details in existing New Zealand precast concrete buildings[J]. Bulletin of the New Zealand Society for Earthquake Engineering, 2016, 49(2): 190-199. doi: 10.5459/bnzsee.49.2.190-199

陈云钢,刘家彬,郭正兴,等. 装配式剪力墙水平拼缝钢筋浆锚搭接抗震性能试验[J]. 哈尔滨工业大学学报,2013,45(6): 83-89. doi: 10.11918/j.issn.0367-6234.2013.06.015

CHEN Yungang, LIU Jiabin, GUO Zhengxing, et al. Test on seismic performance of precast shear wall with reinforcements grouted in holes and spliced indirectly in horizontal connections[J]. Journal of Harbin Institute of Technology, 2013, 45(6): 83-89. doi: 10.11918/j.issn.0367-6234.2013.06.015

刘家彬,陈云钢,郭正兴,等. 螺旋箍筋约束波纹管浆锚装配式剪力墙的抗震性能[J]. 华南理工大学学报 (自然科学版),2014,42(11): 92-98.

LIU Jiabin, CHEN Yungang, GUO Zhengxing, et al. Seismic behavior of precast shear wall with rectangular spiral stirrups-constraint grouted corrugated pipe connection[J]. Journal of South China University of Technology (Natural Science Edition), 2014, 42(11): 92-98.

吴东岳,梁书亭,郭正兴,等. 改进型钢筋浆锚装配式剪力墙压弯承载力计算[J]. 哈尔滨工业大学学报,2015,47(12): 112-116. doi: 10.11918/j.issn.0367-6234.2015.12.020

WU Dongyue, LIANG Shuting, GUO Zhengxing, et al. Bending bearing capacity calculation of the improved steel grouted connecting precast wall[J]. Journal of Harbin Institute of Technology, 2015, 47(12): 112-116. doi: 10.11918/j.issn.0367-6234.2015.12.020

何军保,朱张峰,董军. 装配式混凝土剪力墙抗震性能试验研究[J]. 南京工业大学学报(自然科学版),2017,39(4): 127-133.

HE Junbao, ZHU Zhangfeng, DONG Jun. Research on seismic performance of precast concrete shear wall structure[J]. Journal of Nanjing Tech University (Natural Science Edition), 2017, 39(4): 127-133.

WU D, LIANG S, SHEN M, et al. Experimental estimation of seismic properties of new precast shear wall spatial structure model[J]. Engineering Structures, 2019, 183: 319-339. doi: 10.1016/j.engstruct.2018.12.096

连星,叶献国,王德才,等. 叠合板式剪力墙的抗震性能试验分析[J]. 合肥工业大学学报(自然科学版),2009,32(8): 1219-1223. doi: 10.3969/j.issn.1003-5060.2009.08.024

LIAN Xing, YE Xianguo, WANG Decai, et al. Experimental analysis of seismic behavior of superimposed slab shear walls[J]. Journal of Heifei University of Technology (Natural Science), 2009, 32(8): 1219-1223. doi: 10.3969/j.issn.1003-5060.2009.08.024

吴海燕. 水平拼缝部位采用强连接的叠合板式剪力墙抗震性能研究[D]. 合肥: 合肥工业大学, 2014.

种迅,叶献国,蒋庆,等. 水平拼缝部位采用强连接叠合剪力墙抗震性能研究[J]. 建筑结构,2015,45(10): 43-48.

CHONG Xun, YE Xianguo, JIANG Qing, et al. Seismic behavior study of the superimposed shear wall with strong connection in horizontal connection[J]. Building Structure, 2015, 45(10): 43-48.

CHUM, LIU J, SUN Z. Experimental study on mechanical behaviors of new shear walls built with precast concrete hollow moulds[J]. European Journal of Environmental and Civil Engineering, 2019, 23(12): 1424-1443.

李刚. 装配整体式低轴压比混凝土剪力墙结构抗震性能研究[D]. 北京: 中国建筑科学研究院, 2016.

侯全胜. 装配整体式高轴压比混凝土剪力墙结构抗震性能研究[D]. 济南: 山东大学, 2019.

余志武,彭晓丹,国巍,等. 装配式剪力墙U型套箍连接节点抗震性能[J]. 浙江大学学报(工学版),2015,49(5): 975-984.

YU Zhiwu, PENG Xiaodan, GUO Wei, et al. Seismic performance of precast concrete shear wall with U-type reinforcements ferrule connection[J]. Journal of Zhejiang University (Engineering Science), 2015, 49(5): 975-984.

余志武,彭晓丹,国巍,等. 装配式剪力墙结构新型连接节点的构造与抗震性能研究[J]. 西安建筑科技大学学报(自然科学版),2015,47(2): 160-164,191.

YU Zhiwu, PENG Xiaodan, GUO Wei, et al. New node connection mode and seismic performance of precast concrete shearwall structure[J]. Journal of Xi’an University of Architecture & Technology (Natural Science Edition), 2015, 47(2): 160-164,191.

余琼,孙佳秋,许雪静,等. 钢筋套筒灌浆搭接连接的装配式剪力墙抗震试验[J]. 同济大学学报(自然科学版),2017,46(10): 1348-1359.

YU Qiong, SUN Jiaqiu, XU Xuejing, et al. Experimental study on seismic behavior of precast shear walls with reinforcement splicedby grouted sleeve lapping connector[J]. Journal of Tongji University (Natural Science), 2017, 46(10): 1348-1359.

XU G, WANG Z, WU B, et al. Seismic performance of precast shear wall with sleeves connection based on experimental and numerical studies[J]. Engineering Structures, 2017, 150: 346-358. doi: 10.1016/j.engstruct.2017.06.026

GUO W, ZHAIZ, CUI Y, et al. Seismic performance assessment of low-rise precast wall panel structure with bolt connections[J]. Engineering Structures, 2019, 181: 562-578. doi: 10.1016/j.engstruct.2018.12.060

SEIFI P, HENRY R S, INGHAM J M. In-plane cyclic testing of precast concrete wall panels with grouted metal duct base connections[J]. Engineering Structures, 2019, 184: 85-98. doi: 10.1016/j.engstruct.2019.01.079

张微敬, 钱稼茹, 孟涛, 等. 带现浇暗柱的装配式圆孔板剪力墙抗震性能试验研究[J]. 建筑结构学报, 2009（增刊2）: 47-51.

ZHANG Weijing, QIAN Jiaru, MENG Tao, et al. Test study on seismic behavior of prefabricated hollow-core shear walls with cast-in-situ boundary columns[J]. Journal of Building Structures, 2009(S2): 47-51.

CHEN X, MINGJIN C, JILIANG L, et al. Shear behavior of precast concrete wall structure based on two-way hollow-core precast panels[J]. Engineering Structures, 2018, 176: 74-89. doi: 10.1016/j.engstruct.2018.08.103

中国人民共和国住房和城乡建设部, 中华人民共和国国家质量监督检验检疫总局. 装配式混凝土建筑技术标准: GB/T51231—2016[S]. 北京: 中国建筑工业出版社, 2017.

SOUDKI K A, RIZKALLA S H, LEBLANC B. Horizontal connections for precast concrete shear walls subjected to cyclic deformations:part 1:mild steel connection[J]. Precast/Prestressed Concrete Institute Journal, 1995, 40(4): 78-96.

SOUDKI K A, RIZKALLA S H, LEBLANC B. Horizontal connections for precast concrete shear walls subjected to cyclic deformations:part 2:prestressed connections[J]. Precast/Prestressed Concrete Institute Journal, 1995, 40(5): 82-96.

SOUDKI K A, WEST J S, RIZKALLA S H, et al. Horizontal connections for precast concrete shear wall panels under cyclic shear loading[J]. Precast/Prestressed Concrete Institute Journal, 1996, 41(3): 64-80.

李义龙. 装配式剪力墙齿槽式连接抗震性能试验研究[D]. 天津: 天津大学, 2013.

张锡治,韩鹏,李义龙,等. 带现浇暗柱齿槽式装配式钢筋混凝土剪力墙抗震性能试验[J]. 建筑结构学报,2014,35(8): 88-94.

ZHANG Xizhi, HAN Peng, LI Yilong, et al. Seismic behavior of prefabricated alveolar type RC shear walls with cast-in-place embedded columns[J]. Journal of Building Structures, 2014, 35(8): 88-94.

KANG S M, KIM O J, PARK H G. Cyclic loading test for emulative precast concrete walls with partially reduced rebar section[J]. Engineering Structures, 2013, 56: 1645-1657. doi: 10.1016/j.engstruct.2013.07.036

钱稼茹,杨新科,秦珩,等. 竖向钢筋采用不同连接方法的装配式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.

QIAN Jiaru, YANG Xinke, QIN Heng, et al. Tests on seismic behavior of precast shear walls with various methods of vertical reinforcement splicing[J]. Journal of Building Structures, 2011, 32(6): 51-59.

张微敬,钱稼茹,陈康,等. 竖向分布钢筋单排连接的装配式剪力墙抗震性能试验[J]. 建筑结构,2011,41(2): 12-16.

ZHANG Weijing, QIAN Jiaru, CHEN Kang, et al. Tests on seismic behavior of precast shear walls with vertical distributed reinforcements spliced by a single row connecting rebars[J]. Building Structure, 2011, 41(2): 12-16.

张微敬,钱稼茹,于检生,等. 竖向分布钢筋单排间接搭接的带现浇暗柱预制剪力墙抗震性能试验[J]. 土木工程学报,2012,45(10): 89-97.

ZHANG Weijing, QIAN Jiaru, YU Jiansheng, et al. Tests on seismic behavior of precast shear walls with cast-in-situ boundary elements and vertical distributed reinforcements spliced by a single row of steel bars[J]. China Civil Engineering Journal, 2012, 45(10): 89-97.

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.

GU Q, DONG G, WANG X, et al. Research on pseudo-static cyclic tests of precast concrete shear walls with vertical rebar lapping in grout-filled constrained hole[J]. Engineering Structures, 2019, 189: 396-410. doi: 10.1016/j.engstruct.2019.03.069

郑清林,王霓,陶里,等. 套筒灌浆缺陷对装配式混凝土柱抗震性能影响的试验研究[J]. 土木工程学报,2018,51(5): 79-87.

ZHNENG Qinglin, WANG Ni, TAO Li, et al. Experimental study on effects of grout defects on seismic performance of assembled concrete columns[J]. China Civil Engineering Journal, 2018, 51(5): 79-87.

DAZIO A, BEYER K, BACHMANN H. Quasi-static cyclic tests and plastic hinge analysis of RC structural walls[J]. Steel Construction, 2009, 31(7): 1556-1571.

Structural Engineering Society of New Zealand (SESOC). Practice note−design of conventional structural systems following Canterbury earthquakes: interim design standards 0.4[S/OL]. New Zealand: The Canterbury Earthquakes Royal Commission. (2011-12-04) [2020-03-15]. https://www.sesoc.org.nz/download/sesoc-interim-design-guidance-0-9-pdf/.

LAGO B D, MUHAXHERI M, FERRARA L. Numerical and experimental analysis of an innovative lightweight precast concrete wall[J]. Engineering Structures, 2017, 137: 204-222. doi: 10.1016/j.engstruct.2017.01.073

HIDALGO P A, LEDEZMA C A, JORDAN R M. Seismic behavior of squat reinforced concrete shear walls[J]. Earthquake Spectra, 2002, 18(2): 287-308. doi: 10.1193/1.1490353

赵作周, 柯江华, 钱稼茹. 分布钢筋对剪力墙受力性能的影响[C]//第17届全国结构工程学术会议论文集（第Ⅱ册）. 北京: 中国力学学会工程力学杂志社, 2008: 213-216.

LU Y, HENRY R S, GULTOM R, et al. Cyclic testing of reinforced concrete walls with distributed minimum vertical reinforcement[J]. Journal of Structural Engineering, 2016, 143(5): 04016225.1-04016225.17.

曹万林,张建伟,田宝发,等. 带暗支撑低矮剪力墙抗震性能试验及承载力计算[J]. 土木工程学报,2004,37(3): 44-51. doi: 10.3321/j.issn:1000-131X.2004.03.006

CAO Wanlin, ZHANG Jianwei, TIAN Baofa, et al. Experimental study on aseismatic peoperty and calculation of load-carrying capacity for low-rise RC shear walls with concealed bracings[J]. China Civil Engineering Journal, 2004, 37(3): 44-51. doi: 10.3321/j.issn:1000-131X.2004.03.006

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.

曹万林,张建伟,田宝发,等. 钢筋混凝土带暗支撑中高剪力墙抗震性能试验研究[J]. 建筑结构学报,2002,23(6): 26-32,55. doi: 10.3321/j.issn:1000-6869.2002.06.004

CAO Wanlin, ZHANG Jianwei, TIAN Baofa, et al. Experimental study on seismic behavior of mid-rise RC shear wall with concealed bracings[J]. Journal of Building Structures, 2002, 23(6): 26-32,55. doi: 10.3321/j.issn:1000-6869.2002.06.004

张建伟. 不同高宽比带暗支撑剪力墙抗震性能试验研究[D]. 北京: 北京工业大学, 2001.

汪梦甫,邹同球. 带暗支撑装配式叠合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(1): 54-64.

WANG Mengfu, ZOU Tongqiu. Experimental study on seismic behavior of precast composite shear wall with concealed bracing[J]. Journal of Hunan University (Natural Sciences), 2017, 44(1): 54-64.

汪梦甫,宋兴禹,汪帜辉. 高阻尼混凝土带暗支撑剪力墙抗震性能试验研究[J]. 地震工程与工程振动,2013,33(5): 153-161.

WANG Mengfu, SONG Xingyu, WANG Zhihui. Experimental study on seismic performance of high damping concrete shear wall with concealed bracings[J]. Journal of Earthquake Engineering and Engineering Vibration, 2013, 33(5): 153-161.

汪梦甫,易辙. 新型带暗支撑U型筋装配式叠合板剪力墙抗震性能试验研究[J]. 工程抗震与加固改造,2019,41(1): 1-10.

WANG Mengfu, YI Zhe. Experimental study on seismic performance of precast composite shear wall with concealed bracings and U-shape steel bar[J]. Earthquake Resistant Engineering and Retrofitting, 2019, 41(1): 1-10.

张亚卿. 带暗支撑水平拼接叠合剪力墙试验研究及有限元分析[D]. 长沙: 湖南大学, 2017.

施引文献

附加材料(0)

访问统计