トルク管理型接着系あと施工アンカーの引抜き挙動

Post-installed anchors are used in many existing concrete structures to construct additional members. The purpose of this study is to investigate the pull-out behavior of a post-installed adhesive anchor under pull-out load. The post-installed adhesive anchor, which is employed with the epoxy resin...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Veröffentlicht in:	Zairyō 2018/01/15, Vol.67(1), pp.121-128
Hauptverfasser:	平井, 俊樹, 東山, 浩士, 仲辻, 浩一, 五十嵐, 心一, 永目, 有, 出口, 祐太
Format:	Artikel
Sprache:	jpn
Schlagworte:	Adhesion tests Adhesive bonding Adhesives Bond strength Bonding strength Chemical bonds Concrete Concrete construction Concrete slabs Concrete structures Epoxy resins Inspection Resin anchors Steel pipes Tensile stress Torque
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

container_end_page	128
container_issue	1
container_start_page	121
container_title	Zairyō
container_volume	67
creator	平井, 俊樹東山, 浩士仲辻, 浩一五十嵐, 心一永目, 有出口, 祐太
description	Post-installed anchors are used in many existing concrete structures to construct additional members. The purpose of this study is to investigate the pull-out behavior of a post-installed adhesive anchor under pull-out load. The post-installed adhesive anchor, which is employed with the epoxy resin to obtain the chemical bonding, has been newly developed. In this study, the single adhesive anchor was installed into concrete which was cast in steel pipes and into concrete slabs. The test parameters were the embedment length and concrete strength. From the results of the pull-out test, the bond strength related to the concrete strength without the embedment length. As the mechanical and chemical resistances of the adhesive anchor, the bond strength was highly obtained in comparison with the common adhesive anchors. Furthermore, the pull-out and torque tests were carried out on concrete slabs. From the test results, the ultimate tensile load linearly related to the torque. This relation can be employed for the inspection of the post-installed adhesive anchor after construction.
doi_str_mv	10.2472/jsms.67.121
format	Article
fullrecord	<record><control><sourceid>proquest_jstag</sourceid><recordid>TN_cdi_proquest_journals_2014970181</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2014970181</sourcerecordid><originalsourceid>FETCH-LOGICAL-j2771-fae7e8d557c7ae9a20fd01025a2f45e1368c4c5b0cc511cd91f3ce8ed907776c3</originalsourceid><addsrcrecordid>eNo9kL9Lw0AcxQ9RsNRO_gnOqfe95HKXRZBSf0DBRedwvVy0odqatIObSUHEqrhUEFRQKAiFOnRwsP41R5J_w2rF5b3hfXgPHkKrgMvEYmQ9iI6jss3KQGABFYBzbDCL80VUwBQsg4JtLqNSFDXqGBNCTG45BVTVvUvdG-nkPR-_5HcX6XM_ux3mT-f55FPHiY7fsvuv9GOok1fdm-hkpHtTHY_T6SC7etTxTXb9kPYHK2jJF81Ilf68iA62qvuVHaO2t71b2awZAWEMDF8oprhHKZNMKEcQ7HsYMKGC-BZVYNpcWpLWsZQUQHoO-KZUXHkOZozZ0iyitXlvO2yddlXUcYNWNzyZTboEg-UwDBxm1MacCqKOOFRuO2wci_DMFWGnIZvK_TnKtZkLv0LgP5BHInQDYX4Dw7l6tA</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2014970181</pqid></control><display><type>article</type><title>トルク管理型接着系あと施工アンカーの引抜き挙動</title><source>Free E-Journal (出版社公開部分のみ）</source><source>J-STAGE</source><creator>平井, 俊樹 ; 東山, 浩士 ; 仲辻, 浩一 ; 五十嵐, 心一 ; 永目, 有 ; 出口, 祐太</creator><creatorcontrib>平井, 俊樹 ; 東山, 浩士 ; 仲辻, 浩一 ; 五十嵐, 心一 ; 永目, 有 ; 出口, 祐太</creatorcontrib><description>Post-installed anchors are used in many existing concrete structures to construct additional members. The purpose of this study is to investigate the pull-out behavior of a post-installed adhesive anchor under pull-out load. The post-installed adhesive anchor, which is employed with the epoxy resin to obtain the chemical bonding, has been newly developed. In this study, the single adhesive anchor was installed into concrete which was cast in steel pipes and into concrete slabs. The test parameters were the embedment length and concrete strength. From the results of the pull-out test, the bond strength related to the concrete strength without the embedment length. As the mechanical and chemical resistances of the adhesive anchor, the bond strength was highly obtained in comparison with the common adhesive anchors. Furthermore, the pull-out and torque tests were carried out on concrete slabs. From the test results, the ultimate tensile load linearly related to the torque. This relation can be employed for the inspection of the post-installed adhesive anchor after construction.</description><identifier>ISSN: 0514-5163</identifier><identifier>EISSN: 1880-7488</identifier><identifier>DOI: 10.2472/jsms.67.121</identifier><language>jpn</language><publisher>Kyoto: 公益社団法人日本材料学会</publisher><subject>Adhesion tests ; Adhesive bonding ; Adhesives ; Bond strength ; Bonding strength ; Chemical bonds ; Concrete ; Concrete construction ; Concrete slabs ; Concrete structures ; Epoxy resins ; Inspection ; Resin anchors ; Steel pipes ; Tensile stress ; Torque</subject><ispartof>材料, 2018/01/15, Vol.67(1), pp.121-128</ispartof><rights>2018 日本材料学会</rights><rights>Copyright Japan Science and Technology Agency 2018</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,1877,27901,27902</link.rule.ids></links><search><creatorcontrib>平井, 俊樹</creatorcontrib><creatorcontrib>東山, 浩士</creatorcontrib><creatorcontrib>仲辻, 浩一</creatorcontrib><creatorcontrib>五十嵐, 心一</creatorcontrib><creatorcontrib>永目, 有</creatorcontrib><creatorcontrib>出口, 祐太</creatorcontrib><title>トルク管理型接着系あと施工アンカーの引抜き挙動</title><title>Zairyō</title><addtitle>材料</addtitle><description>Post-installed anchors are used in many existing concrete structures to construct additional members. The purpose of this study is to investigate the pull-out behavior of a post-installed adhesive anchor under pull-out load. The post-installed adhesive anchor, which is employed with the epoxy resin to obtain the chemical bonding, has been newly developed. In this study, the single adhesive anchor was installed into concrete which was cast in steel pipes and into concrete slabs. The test parameters were the embedment length and concrete strength. From the results of the pull-out test, the bond strength related to the concrete strength without the embedment length. As the mechanical and chemical resistances of the adhesive anchor, the bond strength was highly obtained in comparison with the common adhesive anchors. Furthermore, the pull-out and torque tests were carried out on concrete slabs. From the test results, the ultimate tensile load linearly related to the torque. This relation can be employed for the inspection of the post-installed adhesive anchor after construction.</description><subject>Adhesion tests</subject><subject>Adhesive bonding</subject><subject>Adhesives</subject><subject>Bond strength</subject><subject>Bonding strength</subject><subject>Chemical bonds</subject><subject>Concrete</subject><subject>Concrete construction</subject><subject>Concrete slabs</subject><subject>Concrete structures</subject><subject>Epoxy resins</subject><subject>Inspection</subject><subject>Resin anchors</subject><subject>Steel pipes</subject><subject>Tensile stress</subject><subject>Torque</subject><issn>0514-5163</issn><issn>1880-7488</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><recordid>eNo9kL9Lw0AcxQ9RsNRO_gnOqfe95HKXRZBSf0DBRedwvVy0odqatIObSUHEqrhUEFRQKAiFOnRwsP41R5J_w2rF5b3hfXgPHkKrgMvEYmQ9iI6jss3KQGABFYBzbDCL80VUwBQsg4JtLqNSFDXqGBNCTG45BVTVvUvdG-nkPR-_5HcX6XM_ux3mT-f55FPHiY7fsvuv9GOok1fdm-hkpHtTHY_T6SC7etTxTXb9kPYHK2jJF81Ilf68iA62qvuVHaO2t71b2awZAWEMDF8oprhHKZNMKEcQ7HsYMKGC-BZVYNpcWpLWsZQUQHoO-KZUXHkOZozZ0iyitXlvO2yddlXUcYNWNzyZTboEg-UwDBxm1MacCqKOOFRuO2wci_DMFWGnIZvK_TnKtZkLv0LgP5BHInQDYX4Dw7l6tA</recordid><startdate>20180101</startdate><enddate>20180101</enddate><creator>平井, 俊樹</creator><creator>東山, 浩士</creator><creator>仲辻, 浩一</creator><creator>五十嵐, 心一</creator><creator>永目, 有</creator><creator>出口, 祐太</creator><general>公益社団法人日本材料学会</general><general>Japan Science and Technology Agency</general><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>JG9</scope></search><sort><creationdate>20180101</creationdate><title>トルク管理型接着系あと施工アンカーの引抜き挙動</title><author>平井, 俊樹 ; 東山, 浩士 ; 仲辻, 浩一 ; 五十嵐, 心一 ; 永目, 有 ; 出口, 祐太</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-j2771-fae7e8d557c7ae9a20fd01025a2f45e1368c4c5b0cc511cd91f3ce8ed907776c3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>jpn</language><creationdate>2018</creationdate><topic>Adhesion tests</topic><topic>Adhesive bonding</topic><topic>Adhesives</topic><topic>Bond strength</topic><topic>Bonding strength</topic><topic>Chemical bonds</topic><topic>Concrete</topic><topic>Concrete construction</topic><topic>Concrete slabs</topic><topic>Concrete structures</topic><topic>Epoxy resins</topic><topic>Inspection</topic><topic>Resin anchors</topic><topic>Steel pipes</topic><topic>Tensile stress</topic><topic>Torque</topic><toplevel>online_resources</toplevel><creatorcontrib>平井, 俊樹</creatorcontrib><creatorcontrib>東山, 浩士</creatorcontrib><creatorcontrib>仲辻, 浩一</creatorcontrib><creatorcontrib>五十嵐, 心一</creatorcontrib><creatorcontrib>永目, 有</creatorcontrib><creatorcontrib>出口, 祐太</creatorcontrib><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Materials Research Database</collection><jtitle>Zairyō</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>平井, 俊樹</au><au>東山, 浩士</au><au>仲辻, 浩一</au><au>五十嵐, 心一</au><au>永目, 有</au><au>出口, 祐太</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>トルク管理型接着系あと施工アンカーの引抜き挙動</atitle><jtitle>Zairyō</jtitle><addtitle>材料</addtitle><date>2018-01-01</date><risdate>2018</risdate><volume>67</volume><issue>1</issue><spage>121</spage><epage>128</epage><pages>121-128</pages><issn>0514-5163</issn><eissn>1880-7488</eissn><abstract>Post-installed anchors are used in many existing concrete structures to construct additional members. The purpose of this study is to investigate the pull-out behavior of a post-installed adhesive anchor under pull-out load. The post-installed adhesive anchor, which is employed with the epoxy resin to obtain the chemical bonding, has been newly developed. In this study, the single adhesive anchor was installed into concrete which was cast in steel pipes and into concrete slabs. The test parameters were the embedment length and concrete strength. From the results of the pull-out test, the bond strength related to the concrete strength without the embedment length. As the mechanical and chemical resistances of the adhesive anchor, the bond strength was highly obtained in comparison with the common adhesive anchors. Furthermore, the pull-out and torque tests were carried out on concrete slabs. From the test results, the ultimate tensile load linearly related to the torque. This relation can be employed for the inspection of the post-installed adhesive anchor after construction.</abstract><cop>Kyoto</cop><pub>公益社団法人日本材料学会</pub><doi>10.2472/jsms.67.121</doi><tpages>8</tpages><oa>free_for_read</oa></addata></record>
fulltext	fulltext
identifier	ISSN: 0514-5163
ispartof	材料, 2018/01/15, Vol.67(1), pp.121-128
issn	0514-5163 1880-7488
language	jpn
recordid	cdi_proquest_journals_2014970181
source	Free E-Journal (出版社公開部分のみ）; J-STAGE
subjects	Adhesion tests Adhesive bonding Adhesives Bond strength Bonding strength Chemical bonds Concrete Concrete construction Concrete slabs Concrete structures Epoxy resins Inspection Resin anchors Steel pipes Tensile stress Torque
title	トルク管理型接着系あと施工アンカーの引抜き挙動
url	https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-07T15%3A46%3A46IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_jstag&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=%E3%83%88%E3%83%AB%E3%82%AF%E7%AE%A1%E7%90%86%E5%9E%8B%E6%8E%A5%E7%9D%80%E7%B3%BB%E3%81%82%E3%81%A8%E6%96%BD%E5%B7%A5%E3%82%A2%E3%83%B3%E3%82%AB%E3%83%BC%E3%81%AE%E5%BC%95%E6%8A%9C%E3%81%8D%E6%8C%99%E5%8B%95&rft.jtitle=Zairyo%CC%84&rft.au=%E5%B9%B3%E4%BA%95,%20%E4%BF%8A%E6%A8%B9&rft.date=2018-01-01&rft.volume=67&rft.issue=1&rft.spage=121&rft.epage=128&rft.pages=121-128&rft.issn=0514-5163&rft.eissn=1880-7488&rft_id=info:doi/10.2472/jsms.67.121&rft_dat=%3Cproquest_jstag%3E2014970181%3C/proquest_jstag%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2014970181&rft_id=info:pmid/&rfr_iscdi=true