SHAKING TABLE TESTS OF VERTICAL ISOLATION FOR TRANSFORMER MODELS BASED ON METALLIC RUBBER CUSHION AND SPRINGS
-
摘要: 基于金属橡胶垫和弹簧元件提出一种新型竖向隔震装置。对金属橡胶垫进行变幅值循环压缩试验,研究丝径、名义密度、预压荷载工况下的力学性能和稳定性;对采用新型竖向隔震装置的变压器缩尺模型进行竖向隔震振动台试验,研究隔震体系的动力特性以及单向和双向输入下各测点处的竖向加速度响应。研究表明:金属橡胶垫在预压荷载下的力学性能稳定;基于金属橡胶垫和弹簧的竖向隔震装置可以有效降低结构自振频率并减小地震能量输入,隔震效率随输入地震动幅值的增加而提高。Abstract: In order to study the influence of wire diameters and nominal densities on the mechanical properties of metallic rubber(MR) cushions in different parameters and preloading conditions, and to verify whether the mechanical properties of metallic rubber cushious stable in preloading conditions, a three-dimensional(3 D) isolation device was proposed based on metallic rubber cushions and springs. Then, vertical isolation shaking table tests were conducted on a scaled isolated transformer model, and the dynamic characteristics of the isolated structure, as well as the vertical acceleration response of the structure under unidirectional or bidirectional input were measured. The results showed that the mechanical properties of metallic rubber under preloading were stable, and the vertical isolation device based on metallic rubber cushions and springs could effectively reduce the natural frequencies of structures and effectively reduce the energy input, and the isolation efficiency increased with the increment of the peak ground acceleration.
-
Key words:
- metallic rubber /
- main transformer equipment /
- vertical isolation /
- shaking table test
-
[1] 中华人民共和国国家标准.电力设施抗震设计规范:GB 50260-2013[S].北京:中国计划出版社,2013. [2] 张琪.交流特高压变电站主要电气设备抗震措施效果及现场应用研究[D].济南:山东大学,2020. [3] MUROTA N,FENG M Q,LIU G Y.Earthquake Simulator Testing of Base-Isolated Power Transformers[J].IEEE Transactions on Power Delivery,2006,21(3):1291-1299. [4] GÖKÇE T,YÜKSEL E O.Seismic Performance Enhancement of High-Voltage Post Insulators by a Polyurethane Spring Isolation Device[J].Bulletin of Earthquake Engineering:Official Publication of the European Association for Earthquake Enginee-ring,2019,17(3):1739-1762. [5] 日本电气技术标准调查委员会.电气设备抗震设计指南:JEAG 5003-1980[S].周书瑞,郭展潮,译.北京:技术标准出版社,1984. [6] 马国梁,谢强.大型变压器的基础隔震摩擦摆系统理论研究[J].中国电机工程学报,2017,37(3):946-955. [7] 熊明攀.基于不同地震动参数的变电站高压电气设备易损性研究[D].北京:中国地震局工程力学研究所,2016. [8] LEE D,CONSTANTINOU M C.Combined Horizontal-Vertical Seismic Isolation System for High-Voltage-Power Transformers:Development,Testing and Validation[J].Bulletin of Earthquake Engineering,2018,16(2):4273-4296. [9] 邓长根,曾苗,徐忠根.结构工程竖向隔震技术研究进展[J].建筑科学与工程学报,2019,36(4):1-11. [10] 张大义,夏颖,张启成.金属橡胶力学性能研究进展与展望[J].航空动力学报,2018,33(6):161-174. [11] 王亚杰,赵亚哥白,任小龙.金属橡胶的本构关系研究[J].山西建筑,2019,45(4):29-31. [12] 李素超.形状记忆合金橡胶力学行为及桥梁碰撞减震研究[D].哈尔滨:哈尔滨工业大学,2012. 期刊类型引用(5)
1. 牟浩娜,尹新生. 无粘结预应力混凝土结构抗震性能研究分析. 建筑技术. 2024(14): 1772-1776 . 百度学术
2. 田宝龙,赵腾飞. 装配式混凝土框架节点抗震性能研究进展. 低温建筑技术. 2024(06): 118-122 . 百度学术
3. 阎石,杜若鸣,赵子豪. 自复位梁-柱节点的耗能与复位能力协调关系研究. 沈阳建筑大学学报(自然科学版). 2024(05): 789-796 . 百度学术
4. 范夕森,张子健,刘琪,李莹. 角钢连接的装配式混凝土梁柱节点塑性阶段力学性能研究. 四川建筑科学研究. 2022(04): 1-9 . 百度学术
5. 赵飞. 预应力混凝土梁与型钢混凝土柱中节点受剪性能研究. 建筑科技. 2022(05): 34-40 . 百度学术
其他类型引用(7)
-

计量
- 文章访问数: 136
- HTML全文浏览量: 26
- PDF下载量: 5
- 被引次数: 12