考虑阶段耗能的预制混凝土楼板拼缝节点面内受力性能试验研究

罗维刚; 宋江朋; 祁盼; 司航槟; 刘凯; 李兰舟; 赵星鑫

doi:10.13204/j.gyjzG21121802

考虑阶段耗能的预制混凝土楼板拼缝节点面内受力性能试验研究

doi: 10.13204/j.gyjzG21121802

1. 西部土木工程防灾减灾教育部工程研究中心, 兰州 730050;
2. 甘肃省土木工程防灾减灾重点实验室, 兰州 730050;
3. 兰州理工大学土木工程学院, 兰州 730050

基金项目:

甘肃省建设科技攻关项目（JK013-18）。

详细信息

作者简介:
罗维刚,男,1975年出生,硕士,副教授。电子信箱:392126466@qq.com

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出版历程
- 收稿日期: 2021-12-18
- 网络出版日期: 2023-03-22

Experimental Research on In-Plane Mechanical Characteristics of Precast Concrete Diaphragm Connections with Two-Stage Energy Dissipation

1. Western Center of Disaster Mitigation in Civil Engineering, Ministry of Education, Lanzhou 730050, China;
2. Gansu Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Lanzhou 730050, China;
3. College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China

摘要

摘要: 为提高预制混凝土楼板结构在不同水平地震动作用下的楼板抗震性能基于性能抗震设计理念提出了一种用于预制混凝土楼板拼缝连接的新型干式节点具有摩擦和金属耗能相结合的双重耗能行为特点可实现基于两阶段耗能的多层次抗震性能水准需求简称摩擦金属双重耗能阻尼器（FMD）节点。为了研究FMD节点的不同受力状态下的力学性能进行了6个装配有FMD节点的预制楼板纯剪切和拉剪耦合作用下的拟静力试验。试验结果表明新：型干式拼缝节点具有稳定的滞回响应和耗能能力，表现出了摩擦和金属两种不同耗能类型协同工作机制，可以实现多水准设防目标，震后可更换实现结构功能快速恢复。
- 预制混凝土楼板拼缝节点 /
- 双重耗能机理 /
- 摩擦耗能 /
- 拟静力试验
Abstract: In order to improve the seismic performance of precast concrete floor structures in different seismic intensity, based on the concept of performance-based seismic design, a new type of dry connectors which could be used for the connections of precast concrete diaphragms in site was proposed. It showed the characteristics of dual energy dissipation properties of friction and metals, and could meet the multi-level seismic performance requirements based on two-stage energy dissipation, referred to as friction-metal damper (FMD) connectors. In order to study the mechanical properties of FMD connectors in different stress states, six quasi-static tests of precast floor slabs equipped with FMD connectors under pure shear and tension-shear coupling force were conducted. The test results showed that the new type of dry connectors had stable hysteretic characteristics and energy dissipation capacity, showing a cooperative working mechanism of friction and metals, which could realize the objectives of multi-level seismic fortification, and could meet the requirements for fast recovery of structural functions after earthquakes.
- precast concrete diaphragm connection /
- dual energy dissipation mechanism /
- friction energy dissipation /
- quasi-static test

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参考文献(15)

[1]	VENUTI, WILLIAM J.Diaphragm shear connectors between flanges of prestressed concrete T-beams[J].PCI Journal, 1970, 15(1):67-78.
[2]	HAWKINS N M, GHOSH S K. Proposed revisions to 1997 NEHRP recommended provisions for seismic regulations for precast concrete structures:part 3-diaphragms[J]. PCI Journal, 2000, 45(6):49-58.
[3]	CLELAND N M, GHOSH S K. Untopped precast concrete diaphragms in high-seismic application[J]. PCI Journal, 2002, 47(6):94-99.
[4]	FLEISCHMAN R B, RESTREPO J I, NAITO C J, et al. Integrated analytical and experimental research to develop a new seismic design methodology for precast concrete diaphragms[J]. Journal of Structural Engineering, 2013, 139(7):1192-1204.
[5]	WAN G, ZHANG D, FLEISCHMAN R B, et al. A coupled connector element for nonlinear static pushover analysis of precast concrete diaphragms[J]. Engineering Structures, 2015, 86:58-71.
[6]	庞瑞, 许清风, 梁书亭, 等.全装配式RC楼盖板缝节点拉剪复合受力性能试验研究[J].工程力学, 2018, 35(10):112-123.
[7]	闫勇勇.分布式连接全装配RC楼盖平面内刚度计算方法研究[M].郑州:河南工业大学, 2018.
[8]	吕西林, 全柳荫, 蒋欢军. 从16届世界地震工程大会看可恢复功能抗震结构研究趋势[J].地震工程与工程振动, 2017, 37(3):1-9.
[9]	庄鹏, 戢广禹, 刘沛, 等. 设置多功能摩擦摆系统的单层球面网壳结构地震响应分析[J]. 振动与冲击, 2020, 39(8):84-92.
[10]	KIM D H, JU Y K, KIM M H, et al. Wind-induced vibration control of tall buildings using hybrid buckling-restrained braces[J]. Structure Des. Tall Spec Build, 2014, 23:549-562.
[11]	MONTGOMERY M, CHRISTOPOULOS C. Experimental validation of viscoelastic coupling dampers for enhanced dynamic performance of high-rise buildings[J]. ASCE J. Structure Eng, 2015, 141(5). DOI: 10.1061/(ASCE)ST.1943-541X.0001092.
[12]	IBRAHIM Y E, MARSHALL J, CHARNEY F A. A visco-plastic device for seismic protection of structures[J]. J. Constr. Steel Res., 2007, 63:1515-1528.
[13]	MARSHALL J D, CHARNEY F A. A hybrid passive control device for steel structures, I:Development and analysis[J]. J. Constr. Steel Res., 2010, 66:1278-1286.
[14]	IVERSON J K, HAWKINS N M. Performance of precast/prestressed concrete building structures during Northridge earthquake[J]. PCI Journal, 1994, 39(2):38-55.
[15]	中华人民共和国住房和城乡建设部. 中国建筑科学研究院. 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.