Construction method for thin-layer epoxy structural adhesive adhesion of steel-concrete combined beam

The invention relates to a construction method for thin-layer epoxy structural adhesive adhesion of a steel-concrete combined beam. The method includes the following steps that S1, sizes 11, 12 and bof rubber strips and a reserved compression height delta h are determined according to actual require...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: YE ZIYANG, LI HONGBO, HU JIANXIN, LI YUJUN, WANG ZHICHUN, JI GUANGHUA, ZHENG WENLONG, PENG RUICHEN, GAO QIWEI, SONG JUN, YANG YUXUAN, ZHU FENGJUN, LIU ZONGXIAO, LYU DANFENG
Format: Patent
Sprache:chi ; eng
Schlagworte:
Online-Zugang:Volltext bestellen
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page
container_issue
container_start_page
container_title
container_volume
creator YE ZIYANG
LI HONGBO
HU JIANXIN
LI YUJUN
WANG ZHICHUN
JI GUANGHUA
ZHENG WENLONG
PENG RUICHEN
GAO QIWEI
SONG JUN
YANG YUXUAN
ZHU FENGJUN
LIU ZONGXIAO
LYU DANFENG
description The invention relates to a construction method for thin-layer epoxy structural adhesive adhesion of a steel-concrete combined beam. The method includes the following steps that S1, sizes 11, 12 and bof rubber strips and a reserved compression height delta h are determined according to actual requirements, wherein the sizes 11 and 12 of the rubber strips refer to the length of the longitudinal edges of the upper surface of a steel beam and the length of the transverse edges of the upper surface of the steel beam respectively, b refers to the width of the rubber strips, and delta h refers to the reserved compression height of the rubber strips; S2, the elasticity modulus E of the rubber strips is determined; S3, the surface friction coefficient mu between the rubber strips and the bottom surface of a prefabricated concrete plate is determined, so that mu is larger than or equal to i; S4, the rubber strips adhere to the edges of the upper surface of the steel beam; S5, a thin-layer epoxystructural adhesive is la
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN110528702A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN110528702A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN110528702A3</originalsourceid><addsrcrecordid>eNqNjEEKwjAURLtxIeodvgcotBWxWymKK1fuS5pOSCDJL0kq9vYG7AFczYN5M9sCHfuYwiyTYU8OSfNIigMlbXxpxYJAmPiz0M-ag7AkRo1o3lghD1nlHrClZC8DEkiyG4zHSAOE2xcbJWzEYc1dcbzfXt2jzNc94iQkPFLfPeu6OjftpWqup3-cL53BP9o</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Construction method for thin-layer epoxy structural adhesive adhesion of steel-concrete combined beam</title><source>esp@cenet</source><creator>YE ZIYANG ; LI HONGBO ; HU JIANXIN ; LI YUJUN ; WANG ZHICHUN ; JI GUANGHUA ; ZHENG WENLONG ; PENG RUICHEN ; GAO QIWEI ; SONG JUN ; YANG YUXUAN ; ZHU FENGJUN ; LIU ZONGXIAO ; LYU DANFENG</creator><creatorcontrib>YE ZIYANG ; LI HONGBO ; HU JIANXIN ; LI YUJUN ; WANG ZHICHUN ; JI GUANGHUA ; ZHENG WENLONG ; PENG RUICHEN ; GAO QIWEI ; SONG JUN ; YANG YUXUAN ; ZHU FENGJUN ; LIU ZONGXIAO ; LYU DANFENG</creatorcontrib><description>The invention relates to a construction method for thin-layer epoxy structural adhesive adhesion of a steel-concrete combined beam. The method includes the following steps that S1, sizes 11, 12 and bof rubber strips and a reserved compression height delta h are determined according to actual requirements, wherein the sizes 11 and 12 of the rubber strips refer to the length of the longitudinal edges of the upper surface of a steel beam and the length of the transverse edges of the upper surface of the steel beam respectively, b refers to the width of the rubber strips, and delta h refers to the reserved compression height of the rubber strips; S2, the elasticity modulus E of the rubber strips is determined; S3, the surface friction coefficient mu between the rubber strips and the bottom surface of a prefabricated concrete plate is determined, so that mu is larger than or equal to i; S4, the rubber strips adhere to the edges of the upper surface of the steel beam; S5, a thin-layer epoxystructural adhesive is la</description><language>chi ; eng</language><subject>BUILDING ; CEILINGS ; FIXED CONSTRUCTIONS ; FLOORS ; GENERAL BUILDING CONSTRUCTIONS ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; ROOFS ; WALLS, e.g. PARTITIONS</subject><creationdate>2019</creationdate><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20191203&amp;DB=EPODOC&amp;CC=CN&amp;NR=110528702A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25563,76318</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20191203&amp;DB=EPODOC&amp;CC=CN&amp;NR=110528702A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>YE ZIYANG</creatorcontrib><creatorcontrib>LI HONGBO</creatorcontrib><creatorcontrib>HU JIANXIN</creatorcontrib><creatorcontrib>LI YUJUN</creatorcontrib><creatorcontrib>WANG ZHICHUN</creatorcontrib><creatorcontrib>JI GUANGHUA</creatorcontrib><creatorcontrib>ZHENG WENLONG</creatorcontrib><creatorcontrib>PENG RUICHEN</creatorcontrib><creatorcontrib>GAO QIWEI</creatorcontrib><creatorcontrib>SONG JUN</creatorcontrib><creatorcontrib>YANG YUXUAN</creatorcontrib><creatorcontrib>ZHU FENGJUN</creatorcontrib><creatorcontrib>LIU ZONGXIAO</creatorcontrib><creatorcontrib>LYU DANFENG</creatorcontrib><title>Construction method for thin-layer epoxy structural adhesive adhesion of steel-concrete combined beam</title><description>The invention relates to a construction method for thin-layer epoxy structural adhesive adhesion of a steel-concrete combined beam. The method includes the following steps that S1, sizes 11, 12 and bof rubber strips and a reserved compression height delta h are determined according to actual requirements, wherein the sizes 11 and 12 of the rubber strips refer to the length of the longitudinal edges of the upper surface of a steel beam and the length of the transverse edges of the upper surface of the steel beam respectively, b refers to the width of the rubber strips, and delta h refers to the reserved compression height of the rubber strips; S2, the elasticity modulus E of the rubber strips is determined; S3, the surface friction coefficient mu between the rubber strips and the bottom surface of a prefabricated concrete plate is determined, so that mu is larger than or equal to i; S4, the rubber strips adhere to the edges of the upper surface of the steel beam; S5, a thin-layer epoxystructural adhesive is la</description><subject>BUILDING</subject><subject>CEILINGS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FLOORS</subject><subject>GENERAL BUILDING CONSTRUCTIONS</subject><subject>INSULATION OR OTHER PROTECTION OF BUILDINGS</subject><subject>ROOFS</subject><subject>WALLS, e.g. PARTITIONS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2019</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNjEEKwjAURLtxIeodvgcotBWxWymKK1fuS5pOSCDJL0kq9vYG7AFczYN5M9sCHfuYwiyTYU8OSfNIigMlbXxpxYJAmPiz0M-ag7AkRo1o3lghD1nlHrClZC8DEkiyG4zHSAOE2xcbJWzEYc1dcbzfXt2jzNc94iQkPFLfPeu6OjftpWqup3-cL53BP9o</recordid><startdate>20191203</startdate><enddate>20191203</enddate><creator>YE ZIYANG</creator><creator>LI HONGBO</creator><creator>HU JIANXIN</creator><creator>LI YUJUN</creator><creator>WANG ZHICHUN</creator><creator>JI GUANGHUA</creator><creator>ZHENG WENLONG</creator><creator>PENG RUICHEN</creator><creator>GAO QIWEI</creator><creator>SONG JUN</creator><creator>YANG YUXUAN</creator><creator>ZHU FENGJUN</creator><creator>LIU ZONGXIAO</creator><creator>LYU DANFENG</creator><scope>EVB</scope></search><sort><creationdate>20191203</creationdate><title>Construction method for thin-layer epoxy structural adhesive adhesion of steel-concrete combined beam</title><author>YE ZIYANG ; LI HONGBO ; HU JIANXIN ; LI YUJUN ; WANG ZHICHUN ; JI GUANGHUA ; ZHENG WENLONG ; PENG RUICHEN ; GAO QIWEI ; SONG JUN ; YANG YUXUAN ; ZHU FENGJUN ; LIU ZONGXIAO ; LYU DANFENG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN110528702A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2019</creationdate><topic>BUILDING</topic><topic>CEILINGS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FLOORS</topic><topic>GENERAL BUILDING CONSTRUCTIONS</topic><topic>INSULATION OR OTHER PROTECTION OF BUILDINGS</topic><topic>ROOFS</topic><topic>WALLS, e.g. PARTITIONS</topic><toplevel>online_resources</toplevel><creatorcontrib>YE ZIYANG</creatorcontrib><creatorcontrib>LI HONGBO</creatorcontrib><creatorcontrib>HU JIANXIN</creatorcontrib><creatorcontrib>LI YUJUN</creatorcontrib><creatorcontrib>WANG ZHICHUN</creatorcontrib><creatorcontrib>JI GUANGHUA</creatorcontrib><creatorcontrib>ZHENG WENLONG</creatorcontrib><creatorcontrib>PENG RUICHEN</creatorcontrib><creatorcontrib>GAO QIWEI</creatorcontrib><creatorcontrib>SONG JUN</creatorcontrib><creatorcontrib>YANG YUXUAN</creatorcontrib><creatorcontrib>ZHU FENGJUN</creatorcontrib><creatorcontrib>LIU ZONGXIAO</creatorcontrib><creatorcontrib>LYU DANFENG</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>YE ZIYANG</au><au>LI HONGBO</au><au>HU JIANXIN</au><au>LI YUJUN</au><au>WANG ZHICHUN</au><au>JI GUANGHUA</au><au>ZHENG WENLONG</au><au>PENG RUICHEN</au><au>GAO QIWEI</au><au>SONG JUN</au><au>YANG YUXUAN</au><au>ZHU FENGJUN</au><au>LIU ZONGXIAO</au><au>LYU DANFENG</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Construction method for thin-layer epoxy structural adhesive adhesion of steel-concrete combined beam</title><date>2019-12-03</date><risdate>2019</risdate><abstract>The invention relates to a construction method for thin-layer epoxy structural adhesive adhesion of a steel-concrete combined beam. The method includes the following steps that S1, sizes 11, 12 and bof rubber strips and a reserved compression height delta h are determined according to actual requirements, wherein the sizes 11 and 12 of the rubber strips refer to the length of the longitudinal edges of the upper surface of a steel beam and the length of the transverse edges of the upper surface of the steel beam respectively, b refers to the width of the rubber strips, and delta h refers to the reserved compression height of the rubber strips; S2, the elasticity modulus E of the rubber strips is determined; S3, the surface friction coefficient mu between the rubber strips and the bottom surface of a prefabricated concrete plate is determined, so that mu is larger than or equal to i; S4, the rubber strips adhere to the edges of the upper surface of the steel beam; S5, a thin-layer epoxystructural adhesive is la</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN110528702A
source esp@cenet
subjects BUILDING
CEILINGS
FIXED CONSTRUCTIONS
FLOORS
GENERAL BUILDING CONSTRUCTIONS
INSULATION OR OTHER PROTECTION OF BUILDINGS
ROOFS
WALLS, e.g. PARTITIONS
title Construction method for thin-layer epoxy structural adhesive adhesion of steel-concrete combined beam
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-12T14%3A57%3A58IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-epo_EVB&rft_val_fmt=info:ofi/fmt:kev:mtx:patent&rft.genre=patent&rft.au=YE%20ZIYANG&rft.date=2019-12-03&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN110528702A%3C/epo_EVB%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true