[1]陈 千,李 涛,张 扬,等.安阳市殷都区农居建筑抗震性能调查与分析[J].华南地震,2025,(03):112-123.[doi:10.13512/j.hndz.2025.03.14]
　CHEN Qian,LI Tao,ZHANG Yang,et al.Seismic Performance Investigation and Analysis of Rural Residential Buildings in Yindu District，Anyang City[J].,2025,(03):112-123.[doi:10.13512/j.hndz.2025.03.14]
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安阳市殷都区农居建筑抗震性能调查与分析()
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华南地震[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2025年03期
页码:
112-123
栏目:
土木工程防震减灾
出版日期:
2025-09-30

文章信息/Info

Title:
Seismic Performance Investigation and Analysis of Rural Residential Buildings in Yindu District，Anyang City
文章编号:
1001-8662（2025）03-0112-12
作者:
陈 千; 李 涛; 张 扬; 周 健; 韩贞辉; 李晓阳
河南省地震局，郑州 450016
Author(s):
CHEN Qian; LI Tao; ZHANG Yang; ZHOU Jian; HAN Zhenhui; LI Xiaoyang
Henan Earthquake Agency ， Zhengzhou 450016， China
关键词:
抗震性能; 农居建筑; 结构类型; 建造年代
Keywords:
Seismic performance; Rural residential buildings; Structure types; Construction years
分类号:
TU352.11；TU241.5
DOI:
10.13512/j.hndz.2025.03.14
文献标志码:
A
摘要:
通过座谈交流和入村入户的方式，实地调查了安阳市殷都区10个乡镇14个自然村农居建筑，从建筑的结构类型、建造年代以及构造特点等方面对其抗震性能进行分析。结果发现：殷都区农居建筑砌体结构占比大，建造年代集中于80年代至00年代之间，未设防砌体结构占比最大；新（已）建建筑纵横墙连接处未设置构造措施保证其可靠连接，窗户过梁形式采用砖砌，甚至无过梁，而混凝土过梁未在墙体设置符合规范要求的支撑长度；新（已）建建筑普遍在朝南纵墙设置大门窗，造成前后纵墙刚度差异较大，楼梯普遍设置在房屋尽头或者转角处，造成应力集中，扭转作用加大。基于此，提出了殷都区农居建筑存在平（立）面不规则、设计施工不规范以及居民防震减灾意识淡薄等问题。最后，提出了合理化建议，为河南省农居建筑抗震性能研究提供科学依据。
Abstract:
This article investigated rural residential buildings in 14 natural villages and 10 towns in Yindu District， Anyang City， through face to face interaction and village and household visits. The seismic performance of buildings was analyzed in terms of structural types，construction years，and structural characteristics. The results show that the proportion of masonry structures in rural residential buildings in Yindu District is high， and the construction years mainly range from 1980s to 2000s； the proportion of unreinforced masonry structures is the highest. The joint of longitudinal and transverse walls of the new（existing）buildings is not protected with structural measures to ensure its reliable connection. The window lintels are made of bricks，and there were even no lintels. The concrete lintels lack support lengths that meet the standards on the walls. Large doors and windows of the new （existing）buildings generally are installed on the south longitudinal walls， resulting in significant differences in stiffness between the front and rear longitudinal walls. Stairs are generally arranged at the ends or corners of buildings， causing stress concentration and the torsion is increased. Based on this， it is proposed that there are some problems in rural residential buildings in Yindu District， such as irregular plane（facade）， non-standard design and construction， and weak awareness of earthquake prevention and disaster reduction among residents. Finally， some reasonable suggestions are put forward to provide a scientific basis for the research on the seismic performance of residential buildings in Henan Province.

参考文献/References:

[1]薄景山,李平,孙有为,等.中国城市抗御地震灾害研究的发展与实践[J].震灾防御技术,2019,14(2):259-268.
[2]毕兴锁,马东辉,杨俊伟.城市地震灾害特点与抗震防灾基本对策[J].工程抗震与加固改造,2005,27(4):84-86.
[3]汶川特大地震四川抗震救灾志编纂委员会.汶川特大地震四川抗震救灾志·总述大事记[M].成都:四川人民出版社,2017.
[4]张超,吴从晓,伍圣喜,等.云南普洱6.4级地震震害分析[J].防灾减灾工程学报,2008,28(2):230-235247.
[5]王锡财,崔建文,施伟华,等.施甸5.9级地震房屋震害分析[J].自然灾害学报,2002,11(1):74-80.
[6]朱彦鹏,吴意谦,李元勋.甘肃岷县漳县6.6级地震房屋震害分析及重建建议[J].工程抗震与加固改造,2014,36(2):132-140.
[7]付正新,非明伦,施伟华,等.大姚6.1级地震烈度与震害分析[J].地震研究,2005,28(2):197-201.
[8]王锡财,王彬,周光全,等.云南大姚6.1级地震多层砖砌体和框架房屋震害研究[J].灾害学,2004,19(3):44-50.
[9]石玉成,马尔曼,陈永明,等. 2003年民乐—山丹6.1?5.8级地震房屋震害分析[J]. 西北地震学报,2005,27(3):260-266.
[10]王永亮,杨巧红,何忠茂,等. 7.22地震灾后农村房屋震害调查与分析[J].工程抗震与加固改造,2014,36(3):128-133.
[11]王永亮,杨巧红,何忠茂,等. 7.22地震农村混合结构和砖混结构抗震性能分析[J].四川建筑科学研究,2015,41 (4):66-69.
[12]杨永强,柏文,戴君武,等.四川长宁MS6.0级地震建筑震害调查与析[J].建筑结构,2023,53(S2):738-743.
[13]潘毅,袁家聪,林拥军,等.泸定6.8级地震农村居住建筑震害调查与分析[J].防灾减灾工程学报,2023,43(06):1200-1214.
[14]王志铄.河南省地震构造特征[M].北京:地震出版社, 2017.
[15]赵河先.设防砌体结构易损性模型相关参数修正[D].北京:中国地震局工程力学研究所,2017.
[16]中华人民共和国住房和城乡建设部.砌体结构设计规范:GB 50003-2011[S]. 北京:中国建筑工业出版社, 2012.
[17]中华人民共和国住房和城乡建设部.建筑抗震设计规范(2016年版):GB 50003-2010[S].北京:中国建筑工业出版社,2016.
[18]徐国明.多层砖砌体结构圈梁和构造柱设置综述[J].建筑结构,1995(2):46-52+45.
[19]孙志雄.底框砖混结构抗震性能分析[D].长沙:湖南大学,2011.
[20]周云.工程结构抗震设计[M].北京:中国建筑工业出版社,2013.
[21]王庆霖.砌体结构[M].北京:地震出版社,1993.

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备注/Memo

备注/Memo:
收稿日期：2024-05-10
基金项目：中央公益性科研院所基本科研业务专项（IGCEA1902）；河南省科技攻关项目（242102320043）；河南省科技攻关项目（232102320018）联合资助。
作者简介：陈千（1991-），男，硕士研究生，工程师，主要从事工程抗震调查。E-mail：2296490627@qq.com
通信作者：张扬（1982-），男，博士研究生，高级工程师。主要从事地震地质相关研究。E-mail：949510935@qq.com
更新日期/Last Update: 2025-09-30