Active Strengthening Method of Single-Span Reinforced Concrete Beam Bridge

The invention discloses an active strengthening method of a single-span ordinary reinforced concrete beam bridge, wherein a steel arch sheet is added under the single-span ordinary reinforced concretebeam to be strengthened, and a steel support column is arranged between the steel arch sheet and the...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: HAO TIANZHI, LI BAOJUN, CEN ZHENZHI, GAO JIANMING, ZHANG QIAO, SONG JIANPING
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 HAO TIANZHI
LI BAOJUN
CEN ZHENZHI
GAO JIANMING
ZHANG QIAO
SONG JIANPING
description The invention discloses an active strengthening method of a single-span ordinary reinforced concrete beam bridge, wherein a steel arch sheet is added under the single-span ordinary reinforced concretebeam to be strengthened, and a steel support column is arranged between the steel arch sheet and the ordinary concrete beam. A method for increase arch sheet A rigid restrained bracing system is formed between the reinforced arch and the original reinforced concrete beam, and a rigid restrained bracing system is formed between the reinforced arch and the original reinforced concrete beam, As thatinternal force of the beam is reduce, the bearing capacity of the bridge can be greatly improve, the overall rigidity of the bridge to be strengthened can be increased, the crack width of the beam body can be effectively contracted, the durability of the bridge can be improved, and the horizontal thrust generated by the steel arch sheet arch foot is favorable for balancing the earth pressure behind the abutment. The reinf
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN109162212A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN109162212A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN109162212A3</originalsourceid><addsrcrecordid>eNqNyrEKwjAURuEsDqK-w_UBCiaC4NgGRQQdjHsJ6Z80UG9CGnx-HXwAp8MHZymuravxDTK1gEMdwZED3VDHNFDyZL6c0JhsmR6I7FNxGEgndgUV1MG-qCtxCFiLhbfTjM2vK7E9n5760iCnHnO2Doza67vcHeVBKana_T_PB8S2NCo</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Active Strengthening Method of Single-Span Reinforced Concrete Beam Bridge</title><source>esp@cenet</source><creator>HAO TIANZHI ; LI BAOJUN ; CEN ZHENZHI ; GAO JIANMING ; ZHANG QIAO ; SONG JIANPING</creator><creatorcontrib>HAO TIANZHI ; LI BAOJUN ; CEN ZHENZHI ; GAO JIANMING ; ZHANG QIAO ; SONG JIANPING</creatorcontrib><description>The invention discloses an active strengthening method of a single-span ordinary reinforced concrete beam bridge, wherein a steel arch sheet is added under the single-span ordinary reinforced concretebeam to be strengthened, and a steel support column is arranged between the steel arch sheet and the ordinary concrete beam. A method for increase arch sheet A rigid restrained bracing system is formed between the reinforced arch and the original reinforced concrete beam, and a rigid restrained bracing system is formed between the reinforced arch and the original reinforced concrete beam, As thatinternal force of the beam is reduce, the bearing capacity of the bridge can be greatly improve, the overall rigidity of the bridge to be strengthened can be increased, the crack width of the beam body can be effectively contracted, the durability of the bridge can be improved, and the horizontal thrust generated by the steel arch sheet arch foot is favorable for balancing the earth pressure behind the abutment. The reinf</description><language>chi ; eng</language><subject>ASSEMBLY OF BRIDGES ; CONSTRUCTION OF BRIDGES ; CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES ; FIXED CONSTRUCTIONS ; OR VIADUCTS</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=20190108&amp;DB=EPODOC&amp;CC=CN&amp;NR=109162212A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,778,883,25551,76302</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20190108&amp;DB=EPODOC&amp;CC=CN&amp;NR=109162212A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>HAO TIANZHI</creatorcontrib><creatorcontrib>LI BAOJUN</creatorcontrib><creatorcontrib>CEN ZHENZHI</creatorcontrib><creatorcontrib>GAO JIANMING</creatorcontrib><creatorcontrib>ZHANG QIAO</creatorcontrib><creatorcontrib>SONG JIANPING</creatorcontrib><title>Active Strengthening Method of Single-Span Reinforced Concrete Beam Bridge</title><description>The invention discloses an active strengthening method of a single-span ordinary reinforced concrete beam bridge, wherein a steel arch sheet is added under the single-span ordinary reinforced concretebeam to be strengthened, and a steel support column is arranged between the steel arch sheet and the ordinary concrete beam. A method for increase arch sheet A rigid restrained bracing system is formed between the reinforced arch and the original reinforced concrete beam, and a rigid restrained bracing system is formed between the reinforced arch and the original reinforced concrete beam, As thatinternal force of the beam is reduce, the bearing capacity of the bridge can be greatly improve, the overall rigidity of the bridge to be strengthened can be increased, the crack width of the beam body can be effectively contracted, the durability of the bridge can be improved, and the horizontal thrust generated by the steel arch sheet arch foot is favorable for balancing the earth pressure behind the abutment. The reinf</description><subject>ASSEMBLY OF BRIDGES</subject><subject>CONSTRUCTION OF BRIDGES</subject><subject>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</subject><subject>FIXED CONSTRUCTIONS</subject><subject>OR VIADUCTS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2019</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNyrEKwjAURuEsDqK-w_UBCiaC4NgGRQQdjHsJ6Z80UG9CGnx-HXwAp8MHZymuravxDTK1gEMdwZED3VDHNFDyZL6c0JhsmR6I7FNxGEgndgUV1MG-qCtxCFiLhbfTjM2vK7E9n5760iCnHnO2Doza67vcHeVBKana_T_PB8S2NCo</recordid><startdate>20190108</startdate><enddate>20190108</enddate><creator>HAO TIANZHI</creator><creator>LI BAOJUN</creator><creator>CEN ZHENZHI</creator><creator>GAO JIANMING</creator><creator>ZHANG QIAO</creator><creator>SONG JIANPING</creator><scope>EVB</scope></search><sort><creationdate>20190108</creationdate><title>Active Strengthening Method of Single-Span Reinforced Concrete Beam Bridge</title><author>HAO TIANZHI ; LI BAOJUN ; CEN ZHENZHI ; GAO JIANMING ; ZHANG QIAO ; SONG JIANPING</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN109162212A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2019</creationdate><topic>ASSEMBLY OF BRIDGES</topic><topic>CONSTRUCTION OF BRIDGES</topic><topic>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</topic><topic>FIXED CONSTRUCTIONS</topic><topic>OR VIADUCTS</topic><toplevel>online_resources</toplevel><creatorcontrib>HAO TIANZHI</creatorcontrib><creatorcontrib>LI BAOJUN</creatorcontrib><creatorcontrib>CEN ZHENZHI</creatorcontrib><creatorcontrib>GAO JIANMING</creatorcontrib><creatorcontrib>ZHANG QIAO</creatorcontrib><creatorcontrib>SONG JIANPING</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>HAO TIANZHI</au><au>LI BAOJUN</au><au>CEN ZHENZHI</au><au>GAO JIANMING</au><au>ZHANG QIAO</au><au>SONG JIANPING</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Active Strengthening Method of Single-Span Reinforced Concrete Beam Bridge</title><date>2019-01-08</date><risdate>2019</risdate><abstract>The invention discloses an active strengthening method of a single-span ordinary reinforced concrete beam bridge, wherein a steel arch sheet is added under the single-span ordinary reinforced concretebeam to be strengthened, and a steel support column is arranged between the steel arch sheet and the ordinary concrete beam. A method for increase arch sheet A rigid restrained bracing system is formed between the reinforced arch and the original reinforced concrete beam, and a rigid restrained bracing system is formed between the reinforced arch and the original reinforced concrete beam, As thatinternal force of the beam is reduce, the bearing capacity of the bridge can be greatly improve, the overall rigidity of the bridge to be strengthened can be increased, the crack width of the beam body can be effectively contracted, the durability of the bridge can be improved, and the horizontal thrust generated by the steel arch sheet arch foot is favorable for balancing the earth pressure behind the abutment. The reinf</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN109162212A
source esp@cenet
subjects ASSEMBLY OF BRIDGES
CONSTRUCTION OF BRIDGES
CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
FIXED CONSTRUCTIONS
OR VIADUCTS
title Active Strengthening Method of Single-Span Reinforced Concrete Beam Bridge
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-16T01%3A28%3A46IST&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=HAO%20TIANZHI&rft.date=2019-01-08&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN109162212A%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