[1]杨锐,毋剑平,孙洁,等.既有双曲砖拱结构抗震性能分析与加固对策研究[J].地震工程与工程振动,2022,42(06):171-183.[doi:10.13197/j.eeed.2022.0619]
　YANG Rui,WU Jianping,SUN Jie,et al.Seismic performance analysis and strengthening strategies of existing double-curvature brick structures[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2022,42(06):171-183.[doi:10.13197/j.eeed.2022.0619]
点击复制

既有双曲砖拱结构抗震性能分析与加固对策研究
分享到：

《地震工程与工程振动》[ISSN:/CN:]

卷:
42
期数:
2022年06期
页码:
171-183
栏目:
第十一届全国地震工程学术会议专题
出版日期:
2022-12-31

文章信息/Info

Title:
Seismic performance analysis and strengthening strategies of existing double-curvature brick structures
作者:
杨锐1;  毋剑平1;  孙洁2;  朱兆晴3;  罗开海1
1. 中国建筑科学研究院, 北京 100013;
2. 合肥工业大学设计院有限责任公司, 安徽 合肥 230001;
3. 安徽省建筑设计研究总院股份有限公司, 安徽 合肥 230051
Author(s):
YANG Rui1;  WU Jianping1;  SUN Jie2;  ZHU Zhaoqing3;  LUO Kaihai1
1. China Academy of Building Research, Beijing 100013, China;
2. Hefei University of Technology Design Institute, Hefei 230001, China;
3. Anhui Architectural Design and Research Institute Co., Ltd., Hefei 230051, China
关键词:
砌体结构; 双曲砖拱屋盖; 抗震加固; 有限元模拟
Keywords:
masonry structure; double curved brick arch roof; seismic reinforcement; finite element simulation
分类号:
TU352.11
DOI:
10.13197/j.eeed.2022.0619
摘要:
文中在阐述双曲砖拱受力特点与震害特征的基础上，简要梳理了既有双曲砖拱结构加固改造中存在的问题。然后以某既有双曲砖拱厂房改造为例，对其在静载和地震工况下的力学性能及响应规律进行有限元分析与总结。结果表明：下弦拉杆系统是维持双曲砖拱屋盖稳定受力状态的关键环节，工程中应给予重点关注；完整的双曲砖拱和下拉杆屋盖体系是自平衡的受力体系，受地震作用影响较小；山墙是此类建筑横向抗震的主要构件，若与屋盖结构拉结不足则容易存在局部振动，地震中易受损害，应注意采取加固和改善措施。最后针对仿真分析中发现的问题，提出了进一步加固完善的建议方案。
Abstract:
This paper briefly reviews the problems existing in the reinforcement and reconstruction of existing double curved brick arch structures on the basis of introducing its mechnical and seismic damage characteristics. Then, taking the reconstruction of an existing double curved brick arch plant as an example, the mechanical properties and response under static load and earthquake conditions are analyzed and summarized by the finite element method. The results show that the lower chord tie rod system is the key link to maintain stable of the double curved brick arch roof, which should be paid more attention in engineering. The complete double curved brick arch and bottom tie rod roof system is a self-balanced system, and the earthquake has little effect on it. Gable is the main seismic component under lateral force. If the connection with roof structure is insufficient, it is prone to local vibration and vulnerable to damage in earthquakes, which should be reinforced and taken effective measures. Finally, some suggestions for further reinforcement and improvement are put forward in view of the problems found in the simulation analysis.

参考文献/References:

[1] 张友恒. 砖石双曲拱顶设计及施工规程[M]. 上海:龙门联合书局,1954,(1):94-105. ZHANG Youheng. Design and Construction Procedures of Masonry Hyperbolic Vault[M]. Shanghai:Longmen United Books,1954,(1):94- 105.(in Chinese)
[2] 廉永广,时旭东,吴丽丽,等. 既有砖砌体结构抗震加固方法及研究现状[C]//第十三届全国现代结构工程学术研讨会论文集.海南:中国钢结构协会,2013:1744-1752. LIAN Yongguang,SHI Xudong,Wu Lili,et al Seismic strengthening methods and research status of existing brick masonry structures[C]//Proceedings of the 13th National Symposium on Modern Structural Engineering. Hainan:China Steel Structure Association,2013:1744-1752. (in Chinese)
[3] 熊立红,阳超. 砌体结构的抗震研究现状[J]. 地震工程与工程振动,2017,37(3):111-119. XIONG Lihong,YANG Chao. An overview of research on seismic behavior of masonry structures[J]. Earthquake Engineering and Engineering Dynamics,2017,37(3):111-119.(in Chinese)
[4] 陈红媛,房贞政. 设有圈梁与构造柱的砌体结构预应力筋抗震加固试验研究[J]. 地震工程与工程振动,2011,31(4):120-126. CHEN Hongyuan,FANG Zhenzheng. Experimental research on seismic performence of masonry structure with ring beams and constructional columns strengthened by prestressed bars[J]. Earthquake Engineering and Engineering Dynamics,2011,31(4):120-126.(in Chinese)
[5] 杜永峰,朱翔,耿继芳. 纤维砂浆带加固砌体墙片的抗震性能研究[J]. 地震工程与工程振动,2012,32(3):99-103. DU Yongfeng,ZHU Xiang,GENG Jifang. A study on the seismic behavior of masonry structures reinforced by FRM[J]. Earthquake Engineering and Engineering Dynamics,2012,32(3):99-103.(in Chinese)
[6] 佩德雷斯基,狄奥多索普洛斯. Eladio Dieste双曲率砖石拱顶[J]. 结构与建筑,150,160(1):3-11. PEDRESCHI R,THEODOSSOPOULOS D. The double-curvature masonry vaults of Eladio Dieste[J]. Proceedings of the ICE-Structures and Buildings. 150,160(1):3-11.(in Chinese)
[7] 杜安亮,陈程,童兴. 某大跨拱桁架结构合理拱轴线的选型[J]. 建筑结构,2019,49(增刊2):160-164. DU Anliang,CHEN Cheng,TONG Xing. Study of reasonable arch shape of long-span spatial arch truss[J]. Building Structure,2019,49(S2):160-164.(in Chinese)
[8] 肖坚,范重,牟在根,等. 合理拱轴线的选型与优化研究[C]//第九届全国现代结构工程学术研讨会论文集.天津大学:全国现代结构工程学术研讨会学术委员会,2009:531-542. XIAO Jian,FAN Zhong,MOU Zaigen,et al. Research on Selection and Optimization of Reasonable Arch Axis[C]//Proceedings of The Ninth National Symposium on Modern Structural Engineering. Tianjin University:Academic Committee of the National Symposium on Modern Structural Engineering,2009:531-542.(in Chinese)
[9] 薛建阳,胡鹏春,张风亮,等. 独立式砖箍窑洞振动台试验及动力响应分析[J]. 建筑结构学报,2022,43(1):116-127. XUE Jianyang,HU Pengchun,ZHANG Fengliang,et al. Shaking table tests and dynamic response analysis of freestanding brick cave-dwelling[J]. Journal of Building Structures,2022,43(1):116-127.(in Chinese)
[10] 刘浩. 拱结构矢跨比设计研究[D]. 长沙:长沙理工大学,2015. LIU Hao. Research on the Design of Rise-Span Ratio in Arch Structures[D]. Changsha:Changsha University of Science & Technology,2015. (in Chinese)
[11] 杨力良,刘宗仁,李守涛. 索拱结构动力性能及地震响应分析[J]. 低温建筑技术,2007,29(1):65-67. YANG Liliang,LIU Zongren,LI Shoutao. Analysis on dynamic characteristics and seism response of cable-arch[J]. Low Temperature Architecture Technology,2007,29(1):65-67.(in Chinese)
[12] 张问清. 双曲砖拱的调查和研究[J]. 同济大学学报,1957,2(1):25-35. ZHANG Wenqing. Investigation and research of hyperbolic brick arch[J]. Journal of Tongji University,1957,2(1):25-35.(in Chinese)
[13] 汪绯. 建筑工程质量事故的分析与处理[M]. 北京:化学工业出版社,2006:225-226. WANGFei. Analysis and Treatment of Construction Engineering Quality Accidents[M]. Beijing:Chemical Industry Press,2006:225-226.(in Chinese)
[14] 刘大海,杨翠如,陶晞暝. 建筑抗震构造手册[M]. 2版. 北京:中国建筑工业出版社,2006:594-595. LIU Dahai,YANG Cuiru,TAO Xiyu. Handbook of Building Seismic Structure[M]. 2nd ed. Beijing:China Architecture & Building Press, 2006:594-595.(in Chinese)
[15] 朱晓明,祝东海. 建国初期苏联建筑规范的转移-以同济大学原电工馆双曲砖拱建造为例[J]. 建筑遗产,2017(1):94-105. ZHU Xiaoming,ZHU Donghai. The transfer of soviet building codes in the early days of new China:a case study of the original mechanical and electrical engineering building in the campus of tongji university[J]. Heritage Architecture,2017(1):94-105.(in Chinese)
[16] 杨久俊,黄斌. 砖拱屋面粮仓的加固方案[J]. 山西建筑,2007,33(3):13-14. YANG Jiujun,HUANG Bin. Strengthening scheme of granary with brick-arch roof[J]. Shanxi Architecture,2007,33(3):13-14.(in Chinese)
[17] GB50023-2009建筑抗震鉴定标准[S]. 北京:中国建筑工业出版社,2009. GB50023-2009 Standard for Seismic Appraisal of Buildings[S]. Beijing:China Architecture & Building Press,2009.(in Chinese)
[18] GB50011-2010建筑抗震设计规范[S]. 北京:中国建筑工业出版社,2016. GB50011-2010 Code for Seismic Design of Buildings[S]. Beijing:China Architecture & Building Press,2016.(in Chinese)
[19] 冯学刚,戴君武,王艳茹.基于有限元软件ABAQUS的砌体结构地震破坏模拟[C]//中国国际建筑科技大会.北京:中国建筑学会,2010:195-200. FENG Xuegang,DAI Junwu,WANG Yanru. Simulation of seismic damage of masonry structure based on finite element software ABAQUS[C]//China International Conference on Building Science and Technology. Beijing:Architectural Society of China,2010:195-200.(in Chinese)
[20] 石亦平,周玉蓉. ABAQUS有限元分析实例详解[M]. 北京:机械工业出版社,2006:51-62. SHI Yiping,ZHOU Yurong. ABAQUS Finite Element Analysis Example in Detail[M]. Beijing:China Machine Press,2006:51-62.(in Chinese)
[21] 曹金凤. Abaqus有限元分析常见问题解答与实用技巧[M]. 北京:机械工业出版社,2020:130-134. CAO Jinfeng. Answers and Practical Skills of Abaqus Finite Element Analysis[M]. Beijing:China Machine Press,2020:130-134.(in Chinese)
[22] 江见鲸,陆新征. 混凝土结构有限元分析[M]. 2版. 北京:清华大学出版社,2013:134-167. JIANG Jianjing,LU Xinzheng. Finite Element Analysis of Concrete Structures[M]. 2nd ed. Beijing:Tsinghua University Press,2013:134- 167.(in Chinese)

相似文献/References:

[1]韩瑞龙,施卫星,魏丹.多层砌体校舍建筑低阶周期的测试与研究[J].地震工程与工程振动,2012,32(02):130.
　HAN Ruilong,SHI Weixing,WEI Dan.Test and study on low order natural periods of multi-story masonry school buildings[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2012,32(06):130.
[2]杜永峰,朱翔,耿继芳.纤维砂浆带加固砌体墙片的抗震性能研究[J].地震工程与工程振动,2012,32(03):099.
　DU Yongfeng,ZHU Xiang,GENG Jifang.A study on the seismic behavior of masonry structures reinforced by FRM[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2012,32(06):099.
[3]王威,周颖,梁兴文,等.砌体结构在2008汶川大地震中的震害经验[J].地震工程与工程振动,2010,30(01):060.
　WANG Wei,ZHOU Ying,LIANG Xingwen,et al.Lessons learnt from masonry structural damage in 2008 Wenchuan earthquake[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2010,30(06):060.
[4]信任,何成学.震后多层砌体结构的抗震鉴定与加固设计[J].地震工程与工程振动,2011,31(01):142.
　XIN Ren,HE Chengxue.Seismic appraisal and strengthening design of multi-storey masonry structures after Wenchuan earthquake[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2011,31(06):142.
[5]陈红媛,房贞政.设有圈梁与构造柱的砌体结构预应力筋抗震加固试验研究[J].地震工程与工程振动,2011,31(04):120.
　CHEN Hongyuan,FANG Zhenzheng.Experimental research on seismic performence of masonry structure with ring beams and constructional columns strengthened by prestressed bars[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2011,31(06):120.
[6]李英民,卜长明,刘立平,等.碳纤维加固严重破坏砌体墙的试验研究[J].地震工程与工程振动,2011,31(06):126.
　LI Yingmin,BU Changming,LIU Liping,et al.Experimental research on masonry walls retrofitted with CFRP after severe damage[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2011,31(06):126.
[7]郝敏,谢礼立,李伟.基于砌体结构破坏损伤的地震烈度物理标准研究[J].地震工程与工程振动,2007,27(05):027.
　HAO Min,XIE Lili,LI Wei.Study on physical measure of seismic intensity based on damage to masonry structures[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2007,27(06):027.
[8]刘海卿,倪镇国,欧进萍.强震作用下砌体结构倒塌过程仿真分析[J].地震工程与工程振动,2008,28(05):038.
　LIU Haiqing,NI Zhenguo,OU Jinping.Simulation analysis of the collapse response of masonry structures subjected to strong ground motion[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2008,28(06):038.
[9]万卫,袁一凡,薄景山,等.考虑抗倒能力的砌体结构震害预测[J].地震工程与工程振动,2013,33(04):119.
　WAN Wei,YUAN Yifan,BO Jingshan,et al.Earthquake damage prediction method for masonry buildings based on collapse-resistant capacity[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2013,33(06):119.
[10]王英,郑文忠,吴丽洁,等.砖砌体结构房屋砖墙竖向轴压比限值研究[J].地震工程与工程振动,2013,33(06):152.
　WANG Ying,ZHENG Wenzhong,WU Lijie,et al.Research on the limit values of vertical axial compression ratios of brick walls in masonry structures[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2013,33(06):152.

备注/Memo

备注/Memo:
收稿日期:2022-06-24;改回日期:2022-08-16。
基金项目:中国建筑科学研究院有限公司院士工作站科研基金项目(20220122330730021);国家重点研发计划项目(2022YFC3803000);建研科技科研基金项目(20201902977180011)
作者简介:杨锐(1995-),女,博士研究生,主要从事工程抗震研究.E-mail:ruiyang1120@126.com
通讯作者:罗开海(1973-),男,研究员,博士,主要从事工程抗震研究.E-mail:nile-fisher@hotmail.com
更新日期/Last Update: 1900-01-01