基于倾斜式地下墙的核岛厂房隔震措施验证和效用研究

丁志新; 杜俊衡; 李建波; 李志远; 林皋

doi:10.3724/j.gyjzG23081305

基于倾斜式地下墙的核岛厂房隔震措施验证和效用研究

doi: 10.3724/j.gyjzG23081305

丁志新¹,
杜俊衡^2,3,
李建波^2,3, ,,
李志远⁴,
林皋^2,3

1. 中广核工程有限公司核电安全技术与装备国家重点实验室, 广东深圳 518172;
2. 大连理工大学海岸与近海工程国家重点实验室, 辽宁大连 116024;
3. 大连理工大学建设工程学部工程抗震所, 辽宁大连 116024;
4. 中国水利水电科学研究院工程抗震研究中心, 北京 100038

基金项目:

国家自然科学基金项目（52178460，52209157）。

详细信息

作者简介:
丁志新，正高级工程师，主要从事核电结构咨询及设计方面工作。

通讯作者:
李建波，博士，教授主要从事核电结构抗震安全性评价研究方面工作，jianboli@dlut.edu.cn。

计量
- 文章访问数: 22
- HTML全文浏览量: 8
- PDF下载量: 1
- 被引次数: 0
出版历程
- 收稿日期: 2023-08-13
- 网络出版日期: 2025-11-05

Verification and Effectiveness of Seismic Isolation Measures for Nuclear Island Buildings Based on Inclinated Underground Wall

DING Zhixin¹,
DU Junheng^2,3,
LI Jianbo^{2,3
, ,},
LI Zhiyuan⁴,
LIN Gao^2,3

1. State Key Laboratory of Nuclear Power Safety Technology and Equipment, CGN Nuclear Engineering Co., Ltd., Shenzhen 518172, China;
2. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China;
3. Institute of Seismic Engineering, Faculty of Construction Engineering, Dalian University of Technology, Dalian 116024, China;
4. Earthquake Engineering Research Center, China Institute of Water Resources and Hydropower Research, Beijing 100038, China

摘要

摘要: 随着我国核电工程的岩性地基等优良厂址的日益稀缺和内陆核电发展的需要，提高核电结构在非岩性地基条件下的抗震能力成为核电建设的关键问题之一。基于此，研究了倾斜式地下墙对核岛厂房抗震性能的影响。从土-结构相互作用外源波动问题的精细模拟出发，讨论了地下墙的布置形式、材料参数等因素对隔震效果的影响。再以某非岩基条件下的核电结构为例，研究倾斜式地下墙对结构抗震性能的影响。研究表明，提出的倾斜式地下墙的隔震措施具有良好的隔震效果。在水平向，核电结构楼层反应谱峰值降低了超过30%，竖向上也超过了10%。该研究结果可为非岩基条件下核岛结构等重要设施的减隔震能力提供新的思路。
- 土-结构相互作用 /
- 核电结构 /
- 非岩性地基 /
- 倾斜式地下墙 /
- 外源波动
Abstract: The lithologic foundation of nuclear power engineering in China is becoming increasingly scarce， and the development of inland nuclear power has become an inevitable trend. Improving the seismic ability of nuclear power structure on non-lithologic foundation has become one of the key topics in the construction of inland nuclear power plants. Based on the overall simulation analysis of soil-structure interaction with external fluctuations， this paper proposed the construction of an underground partition wall on the ground based on hydraulic curtain technology as an isolation measure， and discussed the effect of reducing the input of seismic wave energy to the superstructure. Firstly， based on the fine simulation of the external wave problem of soil-structure interaction， the effects of layout and material parameters of various underground isolation walls on the isolation effect were compared. Then， the seismic isolation measures are applied to the structural analysis of nuclear power plant， and the influence on the floor spectrum of nuclear power plant was studied. The research results show that the proposed inclined underground wall has good seismic isolation effect and can provide a new way to improve the seismic capability of important buildings such as nuclear island.
- soil-structure interaction /
- nuclear power structure /
- non-lithologic foundation /
- inclined underground wall /
- exogenous fluctuation

HTML全文

参考文献(20)

[1]	陈厚群. 大坝抗震设防标准研究[C]// 大坝安全与新技术应用会议论文集. 2013:28-32.
[2]	林皋. 核电工程结构抗震设计研究综述(Ⅰ)[J]. 人民长江，2011，42（19）:1-6.
[3]	孔宪京，林皋. 核电厂工程结构抗震研究进展[J]. 中国工程科学，2013，15（4）:62-74.
[4]	周福霖. 工程结构减震控制[M]. 北京:地震出版社，1997.
[5]	李爱群. 工程结构减振控制[M]. 北京:机械工业出版社，2007.
[6]	SUEOKA T，TORII S，TSUNEKI Y. The application of response control design using middle-story isolation system to high-rise building[C]// 13th World Conference on Earthquake Engineering. 2004.
[7]	吴韬. 隔震建筑构造设计[M]. 长沙:湖南大学，2005.
[8]	徐忠根，周福霖. 我国首栋橡胶垫隔震住宅楼动力分析[J]. 世界地震工程，1996（1）:38-42.
[9]	PÉREZ-ROCHA L E，AVILÉS-LÓPEZ J，TENA-COLUNGA A. Base isolation for mid-rise buildings in presence of soil-structure interaction[J/OL]. Soil Dynamics and Earthquake Engineering，2021，151. https://doi.org/10.1016/j.soildyn.2021.106980.
[10]	ZHU X，LIN G，PAN R，et al. Design and analysis of isolation effectiveness for three-dimensional base-seismic isolation of nuclear island building[J]. Nuclear Engineering and Technology，2022，54（1）:374-385.
[11]	LIU Y，LI J，LIN G. Seismic performance of advanced three-dimensional base-isolated nuclear structures in complex-layered sites[J]. Engineering Structures，2023，289，116247.
[12]	TSANG H H. Geotechnical seismic isolation[M]. Nova Science Publisher Inc.，2011.
[13]	TSANG H H. Seismic isolation by rubber-soil mixtures for developing countries[J/OL]. Earthquake Engineering and Structural Dynamics，2008，37（2）. https://doi.org/10.1002/eqe.756.
[14]	时刚，高广运. 饱和地基中二维空沟远场被动隔振研究[J]. 振动与冲击，2011，30（9）:157-162.
[15]	高广运，李志毅，邱畅. 填充沟屏障远场被动隔振三维分析[J]. 岩土力学，2005，26（8）:1184-1188.
[16]	杜修力. 工程波动理论与方法[M]. 北京:科学出版社，2009.
[17]	WOODS R D. Screening of surface wave in soils[J]. Journal of the Soil Mechanics and Foundations Division，1968，94（4）:951-979.
[18]	刘晶波，吕彦东. 结构-地基动力相互作用问题分析的一种直接方法[J]. 土木工程学报，1998，31（3）:55-64.
[19]	ZHANG Y，ZHAO F，YANG C. Generation of nonstationary ground motions compatible with multidamping response spectra[J]. Bulletin of the Seismological Society of America，2015，105（1）:341-353.
[20]	朱升冬，陈国兴，蒋鹏程，等. 松软场地上桩筏基础 AP1000 核岛结构的三维非线性地震反应特性[J]. 工程力学，2021，38（1）:129-142.