Bridge steel structure optimized arrangement method based on BIM model

The invention discloses a bridge steel structure optimized arrangement method based on a BIM model. In the bridge design and construction process through the BIM model, all bolt gaskets or part of bolt gaskets at the load connecting part, the stress increasing part and the key connecting part adopt...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: WEI QUN, JIANG HUA, LIU SHANGWEI, CHENG ZIQIAO, MA YUZENG, YAN QIONG
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 WEI QUN
JIANG HUA
LIU SHANGWEI
CHENG ZIQIAO
MA YUZENG
YAN QIONG
description The invention discloses a bridge steel structure optimized arrangement method based on a BIM model. In the bridge design and construction process through the BIM model, all bolt gaskets or part of bolt gaskets at the load connecting part, the stress increasing part and the key connecting part adopt multi-rib multi-induction bolt gaskets, and the multi-rib multi-induction bolt gaskets are directlyused for bearing and connecting. On the basis of the bridge BIM model, after the multi-rib multi-induction bolt gaskets are added and arranged between the connecting components, the optimized arrangement requirement and the real-time monitoring function on the bridge and the steel structure can be achieved. Partial bolt gaskets or all bolt gaskets of the structure connecting surface are replaced by the multi-rib multi-induction bolt gaskets, the stress change condition of the pressure-bearing structure can be monitored, displayed and recorded in real time, alarm information is provided after the pressure is changed to
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN110069816A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN110069816A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN110069816A3</originalsourceid><addsrcrecordid>eNrjZHBzKspMSU9VKC5JTc0BkkWlySWlRakK-QUlmbmZVakpColFRYl56am5qXklCrmpJRn5KQpJicVAifw8BSdPX4Xc_JTUHB4G1rTEnOJUXijNzaDo5hri7KGbWpAfn1pckJicmpdaEu_sZ2hoYGBmaWFo5mhMjBoAKrszVw</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Bridge steel structure optimized arrangement method based on BIM model</title><source>esp@cenet</source><creator>WEI QUN ; JIANG HUA ; LIU SHANGWEI ; CHENG ZIQIAO ; MA YUZENG ; YAN QIONG</creator><creatorcontrib>WEI QUN ; JIANG HUA ; LIU SHANGWEI ; CHENG ZIQIAO ; MA YUZENG ; YAN QIONG</creatorcontrib><description>The invention discloses a bridge steel structure optimized arrangement method based on a BIM model. In the bridge design and construction process through the BIM model, all bolt gaskets or part of bolt gaskets at the load connecting part, the stress increasing part and the key connecting part adopt multi-rib multi-induction bolt gaskets, and the multi-rib multi-induction bolt gaskets are directlyused for bearing and connecting. On the basis of the bridge BIM model, after the multi-rib multi-induction bolt gaskets are added and arranged between the connecting components, the optimized arrangement requirement and the real-time monitoring function on the bridge and the steel structure can be achieved. Partial bolt gaskets or all bolt gaskets of the structure connecting surface are replaced by the multi-rib multi-induction bolt gaskets, the stress change condition of the pressure-bearing structure can be monitored, displayed and recorded in real time, alarm information is provided after the pressure is changed to</description><language>chi ; eng</language><subject>CALCULATING ; COMPUTING ; COUNTING ; ELECTRIC DIGITAL DATA PROCESSING ; PHYSICS</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=20190730&amp;DB=EPODOC&amp;CC=CN&amp;NR=110069816A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76290</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20190730&amp;DB=EPODOC&amp;CC=CN&amp;NR=110069816A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>WEI QUN</creatorcontrib><creatorcontrib>JIANG HUA</creatorcontrib><creatorcontrib>LIU SHANGWEI</creatorcontrib><creatorcontrib>CHENG ZIQIAO</creatorcontrib><creatorcontrib>MA YUZENG</creatorcontrib><creatorcontrib>YAN QIONG</creatorcontrib><title>Bridge steel structure optimized arrangement method based on BIM model</title><description>The invention discloses a bridge steel structure optimized arrangement method based on a BIM model. In the bridge design and construction process through the BIM model, all bolt gaskets or part of bolt gaskets at the load connecting part, the stress increasing part and the key connecting part adopt multi-rib multi-induction bolt gaskets, and the multi-rib multi-induction bolt gaskets are directlyused for bearing and connecting. On the basis of the bridge BIM model, after the multi-rib multi-induction bolt gaskets are added and arranged between the connecting components, the optimized arrangement requirement and the real-time monitoring function on the bridge and the steel structure can be achieved. Partial bolt gaskets or all bolt gaskets of the structure connecting surface are replaced by the multi-rib multi-induction bolt gaskets, the stress change condition of the pressure-bearing structure can be monitored, displayed and recorded in real time, alarm information is provided after the pressure is changed to</description><subject>CALCULATING</subject><subject>COMPUTING</subject><subject>COUNTING</subject><subject>ELECTRIC DIGITAL DATA PROCESSING</subject><subject>PHYSICS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2019</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZHBzKspMSU9VKC5JTc0BkkWlySWlRakK-QUlmbmZVakpColFRYl56am5qXklCrmpJRn5KQpJicVAifw8BSdPX4Xc_JTUHB4G1rTEnOJUXijNzaDo5hri7KGbWpAfn1pckJicmpdaEu_sZ2hoYGBmaWFo5mhMjBoAKrszVw</recordid><startdate>20190730</startdate><enddate>20190730</enddate><creator>WEI QUN</creator><creator>JIANG HUA</creator><creator>LIU SHANGWEI</creator><creator>CHENG ZIQIAO</creator><creator>MA YUZENG</creator><creator>YAN QIONG</creator><scope>EVB</scope></search><sort><creationdate>20190730</creationdate><title>Bridge steel structure optimized arrangement method based on BIM model</title><author>WEI QUN ; JIANG HUA ; LIU SHANGWEI ; CHENG ZIQIAO ; MA YUZENG ; YAN QIONG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN110069816A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2019</creationdate><topic>CALCULATING</topic><topic>COMPUTING</topic><topic>COUNTING</topic><topic>ELECTRIC DIGITAL DATA PROCESSING</topic><topic>PHYSICS</topic><toplevel>online_resources</toplevel><creatorcontrib>WEI QUN</creatorcontrib><creatorcontrib>JIANG HUA</creatorcontrib><creatorcontrib>LIU SHANGWEI</creatorcontrib><creatorcontrib>CHENG ZIQIAO</creatorcontrib><creatorcontrib>MA YUZENG</creatorcontrib><creatorcontrib>YAN QIONG</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>WEI QUN</au><au>JIANG HUA</au><au>LIU SHANGWEI</au><au>CHENG ZIQIAO</au><au>MA YUZENG</au><au>YAN QIONG</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Bridge steel structure optimized arrangement method based on BIM model</title><date>2019-07-30</date><risdate>2019</risdate><abstract>The invention discloses a bridge steel structure optimized arrangement method based on a BIM model. In the bridge design and construction process through the BIM model, all bolt gaskets or part of bolt gaskets at the load connecting part, the stress increasing part and the key connecting part adopt multi-rib multi-induction bolt gaskets, and the multi-rib multi-induction bolt gaskets are directlyused for bearing and connecting. On the basis of the bridge BIM model, after the multi-rib multi-induction bolt gaskets are added and arranged between the connecting components, the optimized arrangement requirement and the real-time monitoring function on the bridge and the steel structure can be achieved. Partial bolt gaskets or all bolt gaskets of the structure connecting surface are replaced by the multi-rib multi-induction bolt gaskets, the stress change condition of the pressure-bearing structure can be monitored, displayed and recorded in real time, alarm information is provided after the pressure is changed to</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN110069816A
source esp@cenet
subjects CALCULATING
COMPUTING
COUNTING
ELECTRIC DIGITAL DATA PROCESSING
PHYSICS
title Bridge steel structure optimized arrangement method based on BIM model
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-31T12%3A52%3A21IST&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=WEI%20QUN&rft.date=2019-07-30&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN110069816A%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