Chamfer reinforcing rigid frame formula steel cross slab and wave form steel web combination skew bridge roof beam

Chamfer reinforcing rigid frame formula steel cross slab and wave form steel web combination skew bridge roof beam

The utility model relates to a bridge technical field relates to chamfer reinforcing rigid frame formula steel cross slab and wave form steel web combination skew bridge roof beam. The last gooseneckof chamfer reinforcing rigid frame formula steel cross slab passes through the shear force nail and l...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: LIU MIN, ZHANG RUI, ZHAO JIE, ZHANG QINGLING, JIA PEIDONG, DUI BINBIN, ZHANG JIANXUN, LI WENLIN, FENG HUANJIE, LIN RUIQI
Format: Patent
Sprache:chi ; eng
Schlagworte:
ASSEMBLY OF BRIDGES
CONSTRUCTION OF BRIDGES
CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
FIXED CONSTRUCTIONS
OR VIADUCTS
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 LIU MIN
ZHANG RUI
ZHAO JIE
ZHANG QINGLING
JIA PEIDONG
DUI BINBIN
ZHANG JIANXUN
LI WENLIN
FENG HUANJIE
LIN RUIQI
description The utility model relates to a bridge technical field relates to chamfer reinforcing rigid frame formula steel cross slab and wave form steel web combination skew bridge roof beam. The last gooseneckof chamfer reinforcing rigid frame formula steel cross slab passes through the shear force nail and links to each other with case back board concrete, goes up gooseneck one end and is connected with the steel anchor case that the cable anchor was distinguished, and lower gooseneck bottom surface is connected with the box girder baseplate concrete, a plurality of corrugated steel webs set up last gooseneck with down between the gooseneck, be close to last gooseneck and corrugated steel web in gooseneck both ends and web welding to one side down, keep away from the gooseneck and weld with " T "shaped steel stiffening rib with erecting web welding opposite side with the corrugated steel web one side at gooseneck both ends down, " T " shaped steel stiffening rib is kept away from one side ofcorrugated steel web and is
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN208072176UU</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN208072176UU</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN208072176UU3</originalsourceid><addsrcrecordid>eNqNirEKwjAQQLs4iPoPh7tQK1j3oDg52blc0ksNJrlyV-3vK9gPcHrw3lsWYh6YPAkIhexZXMg9SOhDB14wEXxdekUEHYkiOGFV0IgWMHcw4ft3zHkiC46TDRnHwBn0SRNYCV1PIMweLGFaFwuPUWkzc1VsL-e7ue5o4JZ0QEeZxtbcqvJU1tW-PjbN4a_pA1UQRI4</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Chamfer reinforcing rigid frame formula steel cross slab and wave form steel web combination skew bridge roof beam</title><source>esp@cenet</source><creator>LIU MIN ; ZHANG RUI ; ZHAO JIE ; ZHANG QINGLING ; JIA PEIDONG ; DUI BINBIN ; ZHANG JIANXUN ; LI WENLIN ; FENG HUANJIE ; LIN RUIQI</creator><creatorcontrib>LIU MIN ; ZHANG RUI ; ZHAO JIE ; ZHANG QINGLING ; JIA PEIDONG ; DUI BINBIN ; ZHANG JIANXUN ; LI WENLIN ; FENG HUANJIE ; LIN RUIQI</creatorcontrib><description>The utility model relates to a bridge technical field relates to chamfer reinforcing rigid frame formula steel cross slab and wave form steel web combination skew bridge roof beam. The last gooseneckof chamfer reinforcing rigid frame formula steel cross slab passes through the shear force nail and links to each other with case back board concrete, goes up gooseneck one end and is connected with the steel anchor case that the cable anchor was distinguished, and lower gooseneck bottom surface is connected with the box girder baseplate concrete, a plurality of corrugated steel webs set up last gooseneck with down between the gooseneck, be close to last gooseneck and corrugated steel web in gooseneck both ends and web welding to one side down, keep away from the gooseneck and weld with " T "shaped steel stiffening rib with erecting web welding opposite side with the corrugated steel web one side at gooseneck both ends down, " T " shaped steel stiffening rib is kept away from one side ofcorrugated steel web and is</description><language>chi ; eng</language><subject>ASSEMBLY OF BRIDGES ; CONSTRUCTION OF BRIDGES ; CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES ; FIXED CONSTRUCTIONS ; OR VIADUCTS</subject><creationdate>2018</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=20181109&amp;DB=EPODOC&amp;CC=CN&amp;NR=208072176U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25543,76293</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20181109&amp;DB=EPODOC&amp;CC=CN&amp;NR=208072176U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>LIU MIN</creatorcontrib><creatorcontrib>ZHANG RUI</creatorcontrib><creatorcontrib>ZHAO JIE</creatorcontrib><creatorcontrib>ZHANG QINGLING</creatorcontrib><creatorcontrib>JIA PEIDONG</creatorcontrib><creatorcontrib>DUI BINBIN</creatorcontrib><creatorcontrib>ZHANG JIANXUN</creatorcontrib><creatorcontrib>LI WENLIN</creatorcontrib><creatorcontrib>FENG HUANJIE</creatorcontrib><creatorcontrib>LIN RUIQI</creatorcontrib><title>Chamfer reinforcing rigid frame formula steel cross slab and wave form steel web combination skew bridge roof beam</title><description>The utility model relates to a bridge technical field relates to chamfer reinforcing rigid frame formula steel cross slab and wave form steel web combination skew bridge roof beam. The last gooseneckof chamfer reinforcing rigid frame formula steel cross slab passes through the shear force nail and links to each other with case back board concrete, goes up gooseneck one end and is connected with the steel anchor case that the cable anchor was distinguished, and lower gooseneck bottom surface is connected with the box girder baseplate concrete, a plurality of corrugated steel webs set up last gooseneck with down between the gooseneck, be close to last gooseneck and corrugated steel web in gooseneck both ends and web welding to one side down, keep away from the gooseneck and weld with " T "shaped steel stiffening rib with erecting web welding opposite side with the corrugated steel web one side at gooseneck both ends down, " T " shaped steel stiffening rib is kept away from one side ofcorrugated steel web and is</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>2018</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNirEKwjAQQLs4iPoPh7tQK1j3oDg52blc0ksNJrlyV-3vK9gPcHrw3lsWYh6YPAkIhexZXMg9SOhDB14wEXxdekUEHYkiOGFV0IgWMHcw4ft3zHkiC46TDRnHwBn0SRNYCV1PIMweLGFaFwuPUWkzc1VsL-e7ue5o4JZ0QEeZxtbcqvJU1tW-PjbN4a_pA1UQRI4</recordid><startdate>20181109</startdate><enddate>20181109</enddate><creator>LIU MIN</creator><creator>ZHANG RUI</creator><creator>ZHAO JIE</creator><creator>ZHANG QINGLING</creator><creator>JIA PEIDONG</creator><creator>DUI BINBIN</creator><creator>ZHANG JIANXUN</creator><creator>LI WENLIN</creator><creator>FENG HUANJIE</creator><creator>LIN RUIQI</creator><scope>EVB</scope></search><sort><creationdate>20181109</creationdate><title>Chamfer reinforcing rigid frame formula steel cross slab and wave form steel web combination skew bridge roof beam</title><author>LIU MIN ; ZHANG RUI ; ZHAO JIE ; ZHANG QINGLING ; JIA PEIDONG ; DUI BINBIN ; ZHANG JIANXUN ; LI WENLIN ; FENG HUANJIE ; LIN RUIQI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN208072176UU3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2018</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>LIU MIN</creatorcontrib><creatorcontrib>ZHANG RUI</creatorcontrib><creatorcontrib>ZHAO JIE</creatorcontrib><creatorcontrib>ZHANG QINGLING</creatorcontrib><creatorcontrib>JIA PEIDONG</creatorcontrib><creatorcontrib>DUI BINBIN</creatorcontrib><creatorcontrib>ZHANG JIANXUN</creatorcontrib><creatorcontrib>LI WENLIN</creatorcontrib><creatorcontrib>FENG HUANJIE</creatorcontrib><creatorcontrib>LIN RUIQI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>LIU MIN</au><au>ZHANG RUI</au><au>ZHAO JIE</au><au>ZHANG QINGLING</au><au>JIA PEIDONG</au><au>DUI BINBIN</au><au>ZHANG JIANXUN</au><au>LI WENLIN</au><au>FENG HUANJIE</au><au>LIN RUIQI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Chamfer reinforcing rigid frame formula steel cross slab and wave form steel web combination skew bridge roof beam</title><date>2018-11-09</date><risdate>2018</risdate><abstract>The utility model relates to a bridge technical field relates to chamfer reinforcing rigid frame formula steel cross slab and wave form steel web combination skew bridge roof beam. The last gooseneckof chamfer reinforcing rigid frame formula steel cross slab passes through the shear force nail and links to each other with case back board concrete, goes up gooseneck one end and is connected with the steel anchor case that the cable anchor was distinguished, and lower gooseneck bottom surface is connected with the box girder baseplate concrete, a plurality of corrugated steel webs set up last gooseneck with down between the gooseneck, be close to last gooseneck and corrugated steel web in gooseneck both ends and web welding to one side down, keep away from the gooseneck and weld with " T "shaped steel stiffening rib with erecting web welding opposite side with the corrugated steel web one side at gooseneck both ends down, " T " shaped steel stiffening rib is kept away from one side ofcorrugated steel web and is</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN208072176UU
source esp@cenet
subjects ASSEMBLY OF BRIDGES
CONSTRUCTION OF BRIDGES
CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
FIXED CONSTRUCTIONS
OR VIADUCTS
title Chamfer reinforcing rigid frame formula steel cross slab and wave form steel web combination skew bridge roof beam
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-26T23%3A59%3A32IST&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=LIU%20MIN&rft.date=2018-11-09&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN208072176UU%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