装配式可更换钢制耗能连接节点抗震性能试验研究

潘钦锋; 张鹏起; 颜桂云; 余勇胜; 肖三霞; 张晓曦

doi:10.3724/j.gyjzG23012909

装配式可更换钢制耗能连接节点抗震性能试验研究

doi: 10.3724/j.gyjzG23012909

1. 福建省土木工程新技术与信息化重点实验室, 福建理工大学土木工程学院, 福州 350108;
2. 江夏学院工程学院, 福州 350108;
3. 永富建工集团有限公司, 福州 350007

基金项目:

国家自然科学基金面上项目（51878174）；福建省自然科学基金项目（2020J05185）；福建省财政厅科技项目（GY-Z21005）。

详细信息

作者简介:
潘钦锋，硕士，副教授，主要从事结构工程灾害防御技术研究。

通讯作者:
颜桂云，主要从事装配式结构、结构消能减震与隔震方面的研究，yanguiyun@sina.com。

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出版历程
- 收稿日期: 2023-01-29

Experimental Research on Seismic Performance of Replaceable Steel Energy-Dissipating Joints for Prefabricated Shear Walls

1. Fujian Provincial Key Laboratory of Advanced Technology and Information in Civil Engineering, School of Civil Engineering, Fujian University of Technology, Fuzhou 350108, China;
2. Engineering School of Fujian Jiangxia University, Fuzhou 350108, China;
3. Yongfu Construction Engineering Group Corp., Ltd., Fuzhou 350007, China

摘要

摘要: 为实现装配式剪力墙与基础的连接和震损可修复性能，提出了一种可更换钢制耗能连接节点。为探究该连接节点的抗震性能和震损可修复性能，分别对采用2种连接形式的可更换钢制耗能连接节点进行了初次加载和震损修复后再次加载的拟静力试验。结果表明：采用开竖缝和水平缝的可更换钢制耗能连接节点的最终破坏模式均由连接节点中的开缝承剪钢板破坏导致，且2种连接形式的可更换钢制耗能连接节点都表现出良好的滞回性能和耗能能力；在2种连接节点中，开竖缝承剪钢板的钢制耗能连接节点具有更好的变形和耗能能力，开水平缝承剪钢板的钢制耗能连接节点具有较高的承载力，但延性和耗能能力略有降低；且2种连接节点在震损修复后均表现出和初次加载时相近的抗震性能，验证了该连接节点能实现装配式剪力墙的震损可修复功能。
- 装配式剪力墙 /
- 可更换钢制耗能连接节点 /
- 拟静力试验 /
- 抗震性能 /
- 震损可修复
Abstract: In order to realize the connection between the prefabricated shear wall and the foundation while ensuring structural reparability after earthquake-induced damage， a replaceable steel energy-dissipator joint was proposed. In order to explore the seismic performance and post-earthquake repairability of the joint， quasi-static tests were conducted on replaceable steel energy-dissipating joints with two connection forms. The tests included both initial loading and reloading after repair of earthquake-induced damage. The results showed that the ultimate failure modes of the replaceable steel energy-dissipating joints with vertical slits or horizontal slits were both caused by the failure of the slotted shear plates in the joints. In addition， the two types of replaceable steel energy-dissipating joints exhibited excellent hysteretic performance and energy-dissipation capacity. In the two types of connection joints， the replaceable steel energy-dissipating joints with vertical slotted shear plates exhibited better deformation and energy-dissipation capacity； the connection joints with horizontal slotted shear plates demondtrated higher bearing capacity， but the ductility and energy-dissipation capacity were slightly reduced. Moreover， the two types of connection joints exhibited comparable seismic performance after post-earthquake repair to their initial loading conditions， therefore， it was verified that the joints realized the structural reparability after earthquake-induced damage.
- prefabricated shear wall /
- replaceable steel energy-dissipating joint /
- quasi-static test /
- seismic performance /
- post-earthquake reparability

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参考文献(16)

[1]	Pacific Earthquake Engineering Research Center. Report of the seventh joint planning meeting of NEES/E-defense collaborative research on earthquake engineering[R]. Miki:Hyogo Earthquake Engineering Research Center,2010.
[2]	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):178-187.
[3]	钱稼茹,韩文龙,赵作周,等.钢筋套筒灌浆连接装配式剪力墙结构三层足尺模型子结构拟动力试验[J].建筑结构学报,2017,38(3):26-38.
[4]	张壮南,王春刚,李姗珊,等.接缝形式对凹槽浆锚连接装配式混凝土剪力墙抗震性能影响研究[J].建筑结构学报,2020,41(增刊1):276-285.
[5]	吴东岳,梁书亭,郭正兴,等.浆锚连接装配式剪力墙空间结构模型试验研究[J].建筑结构学报,2020,41(7):110-116.
[6]	陈昕,李家旭,杨永生,等.预埋波纹管单排钢筋浆锚连接的预制剪力墙抗震性能研究[J].沈阳建筑大学学报(自然科学版),2021,37(5):814-822.
[7]	徐咏,熊峰,陈江.装配式剪力墙竖向焊接节点抗剪性能[J].湖南大学学报(自然科学版),2018,45(5):53-61.
[8]	张淑云,韩凌禹.边缘纵筋对暗柱型钢焊接装配式剪力墙抗震性能影响[J].科学技术与工程,2020,20(5):1980-1987.
[9]	SEMELAWY M E,DAMATTY A E,SOLIMAN A M. Novel anchor jointed precast shear wall:testing and validation[J]. ICE Proceedings Structures&Buildings,2014,168(4):263-274.
[10]	吕西林,毛苑君.带有可更换墙角构件剪力墙的设计方法[J].结构工程师,2012,28(3):12-17.
[11]	毛苑君,吕西林.带可更换墙角构件剪力墙的低周反复加载试验[J].中南大学学报(自然科学版),2014,45(6):2029-2040.
[12]	刘其舟,蒋欢军.新型可更换墙角部件剪力墙设计方法及分析[J].同济大学学报(自然科学版),2016,44(1):37-44.
[13]	XIAO S J,XU L H,LI Z X. Development and experimental verification of self-centering shear walls with disc spring devices[J]. Engineering Structures,2020,213,110622.
[14]	陈曦,徐龙河,肖水晶.碟簧装置恢复力模型及其在自复位RC剪力墙中的应用[J].工程力学,2021,38(9):100-109.
[15]	徐龙河,陈曦,肖水晶.内置碟簧自复位钢筋混凝土剪力墙拟静力试验及损伤分析[J].建筑结构学报,2021,42(7):56-64.
[16]	王威,韩斌,王万志,等.带可更换阻尼器的波形钢板剪力墙抗震性能试验研究[J].中南大学学报(自然科学版),2020,51(5):1350-1360.