|本期目录/Table of Contents|

[1]吴繁超,施微丹,何佰昭,等.福建省既有石砌体房屋整毛石墙体抗震加固研究综述[J].地震研究,2023,46(04):551-561.[doi:10.20015/j.cnki.ISSN1000-0666.2023.0054 ]
 WU Fanchao,SHI Weidan,HE Baizhao,et al.Review of Research on Seismic Behaviour and Retrofitting of Stone Masonry Walls of Existing Buildings in Fujian Province[J].Journal of Seismological Research,2023,46(04):551-561.[doi:10.20015/j.cnki.ISSN1000-0666.2023.0054 ]
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福建省既有石砌体房屋整毛石墙体抗震加固研究综述(PDF/HTML)

《地震研究》[ISSN:1000-0666/CN:53-1062/P]

卷:
46
期数:
2023年04期
页码:
551-561
栏目:
出版日期:
2023-07-15

文章信息/Info

Title:
Review of Research on Seismic Behaviour and Retrofitting of Stone Masonry Walls of Existing Buildings in Fujian Province
作者:
吴繁超1施微丹2何佰昭3商昊江4吴应雄5
(1.福州外语外贸学院 智能建造学院,福建 福州 350202; 2.福建船政交通职业学院 土木工程学院,福建 福州 350007; 3.福建省住房和城乡建设厅,福建 福州 350025; 4.福建省建筑科学研究院有限责任公司,福建 福州 350100; 5.福州大学 土木工程学院,福建 福州 350108)
Author(s):
WU Fanchao1SHI Weidan2HE Baizhao3SHANG Haojiang4WU Yingxiong5
(1.School of Intelligent Construction,Fuzhou University of International Studies and Trade,Fuzhou 350202,Fujian,China)(2.College of Civic Engineering,Fujian Chuanzheng Communications College,Fuzhou 350007,Fujian,China)(3.Fujian Provincial Department of Housing and Urban Rural Development,Fuzhou 350025,Fujian,China)(4.Fujian Academy of Building Research Co.Ltd.,Fuzhou 350100,Fujian,China)(5.College of Civil Engineering,Fuzhou University,Fuzhou 350108,Fujian,China)
关键词:
整毛石墙体 加固 抗震性能 超高性能混凝土
Keywords:
stone masonry wall joint retrofitting seismic behaviour ultra-high performance concrete
分类号:
P315.925; TU363
DOI:
10.20015/j.cnki.ISSN1000-0666.2023.0054
摘要:
福建沿海地区现存大量既有石砌体房屋,其石砌体墙多数为整毛石干砌甩浆砌筑,砂浆强度低且灰缝饱满度差,结构未设置抗震构造措施,整体性及抗震性能差,对此类房屋进行抗震加固是城乡建设工作的重点。分析既有石砌体房屋的构造组成特点及抗震薄弱环节,综述了整毛石墙体抗震加固技术研究进展与应用情况,总结了目前整毛石墙体抗震加固研究方面存在的不足。最后根据新材料、新技术的发展,提出采用与石材材性相匹配的超高性能混凝土进行整毛石墙体加固的研究展望。
Abstract:
There are a large number of existing stone masonry houses in the coastal areas of Fujian Province.Most of the stone masonry walls in Fujian are built by dry laid stones with coarse blocks.The mortar strength is low and the masonry joint plumpness is poor.The structure is not provided with seismic structural measures,and the integrity and seismic performance are poor.Seismic retrofitting is the focus of construction work.By analyzing the structural characteristics and seismic weak links of existing stone masonry buildings,this paper summarizes the research and application of seismic retrofitting of stone masonry walls,points out the deficiencies in the current research of stone masonry walls,and provides a reference for further research on seismic retrofitting of stone masonry walls.Finally,based on the development of new materials and new technologies,the research prospect of strengthening stone masonry walls with ultra-high performance concrete that matches the material properties of stone is put forward.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2022-12-03.
基金项目:福建省住房和城乡建设厅科技研究开发项目(2022-K-117、118).
第一作者简介:吴繁超(1986-),副教授,主要从事结构抗震理论与研究.E-mail:wfc@fzfu.edu.cn.
通讯作者简介:何佰昭(1980-),工程硕士,主要从事村镇建设的管理工作.E-mail:18305926789@163.com.
更新日期/Last Update: 2023-10-01