Seismic Retrofit of Reinforced Concrete Columns by Fiber Sheet Wrapping without Removal of Finishing Mortar and Side Wall Concrete

玻璃钢 Pub Date : 1999-08-01 DOI:10.14359/5623
H. Fukuyama, H. Suzuki, H. Nakamura
{"title":"Seismic Retrofit of Reinforced Concrete Columns by Fiber Sheet Wrapping without Removal of Finishing Mortar and Side Wall Concrete","authors":"H. Fukuyama, H. Suzuki, H. Nakamura","doi":"10.14359/5623","DOIUrl":null,"url":null,"abstract":"In seismic retrofit of existing buildings, there is a great demand that retrofitting work can be done while continuing operations in the building. In order not to disrupt the normal operations in the building, strict limitations on the amount of noise vibration, dust, and on the use of fire need to be adopted. Since some evaluation methods of retrofitting effects for wrapped RC independent columns with continuous fiber sheets which has an advantage in construction work were proposed, applications of this method are dramatically increasing in Japan. However, these evaluation methods can not be applied to the columns with side walls and columns with finishing mortar. When this retrofitting method is applied to these types of columns, finishing is removed and side wall concrete at the boundary portion of the columns is also removed to treat the column with side walls as an independent rectangular column. Then development of the newly effective retrofitting method is necessary to meet the above-mentioned strong demand. This paper reports the test results on retrofitting effect of RC columns with finishing mortar without removal of finishing and RC columns with side walls without removal of the side wall concrete at the boundary portion. Test results indicate the feasibility of the seismic retrofit of RC columns by fiber sheet wrapping with out removal of finishing and side wall concrete.","PeriodicalId":68258,"journal":{"name":"玻璃钢","volume":"11624 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"1999-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"7","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"玻璃钢","FirstCategoryId":"1087","ListUrlMain":"https://doi.org/10.14359/5623","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 7

Abstract

In seismic retrofit of existing buildings, there is a great demand that retrofitting work can be done while continuing operations in the building. In order not to disrupt the normal operations in the building, strict limitations on the amount of noise vibration, dust, and on the use of fire need to be adopted. Since some evaluation methods of retrofitting effects for wrapped RC independent columns with continuous fiber sheets which has an advantage in construction work were proposed, applications of this method are dramatically increasing in Japan. However, these evaluation methods can not be applied to the columns with side walls and columns with finishing mortar. When this retrofitting method is applied to these types of columns, finishing is removed and side wall concrete at the boundary portion of the columns is also removed to treat the column with side walls as an independent rectangular column. Then development of the newly effective retrofitting method is necessary to meet the above-mentioned strong demand. This paper reports the test results on retrofitting effect of RC columns with finishing mortar without removal of finishing and RC columns with side walls without removal of the side wall concrete at the boundary portion. Test results indicate the feasibility of the seismic retrofit of RC columns by fiber sheet wrapping with out removal of finishing and side wall concrete.
不去除饰面砂浆和侧墙混凝土的纤维包覆钢筋混凝土柱抗震加固
在现有建筑物的抗震改造中,有一个很大的需求,即在建筑物继续运营的同时可以进行改造工作。为了不干扰建筑物的正常运行,需要对噪声、振动、粉尘的数量和火灾的使用进行严格的限制。由于在施工中具有优势的连续纤维板包裹钢筋混凝土独立柱的加固效果评价方法的提出,该方法在日本的应用急剧增加。但是,这些评价方法不适用于有侧墙的柱和有饰面砂浆的柱。当这种改造方法应用于这些类型的柱时,精加工被移除,柱边界部分的侧壁混凝土也被移除,将带有侧壁的柱视为独立的矩形柱。因此,有必要开发新的有效的改造方法来满足上述强烈的需求。本文报道了不去掉饰面砂浆的钢筋混凝土柱和不去掉边墙混凝土的边墙钢筋混凝土柱的加固效果试验结果。试验结果表明,在不去除饰面和侧墙混凝土的情况下,采用纤维包膜对钢筋混凝土柱进行抗震加固是可行的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
357
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信