Composite beam of external hanging chunks slide rail lower portion

A composite beam of an external hanging chunks slide rail lower portion comprises a composite beam and a plurality of reinforced rib plates mounted at two sides of the composite beam, wherein a cross section of the composite beam is a frustum shape; an upper flange plate of the composite beam is res...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: ZHANG ZHANLI, ZHANG SHENG, LIU MO, LI YINGXIAO, WANG GANG, LI WENWU, CHENG KAI, WANG CHANGLIN, LIU BAIMING, SUN ZHONGHAI, CAI ZHENLU, SONG JIANFENG
Format: Patent
Sprache: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 ZHANG ZHANLI
ZHANG SHENG
LIU MO
LI YINGXIAO
WANG GANG
LI WENWU
CHENG KAI
WANG CHANGLIN
LIU BAIMING
SUN ZHONGHAI
CAI ZHENLU
SONG JIANFENG
description A composite beam of an external hanging chunks slide rail lower portion comprises a composite beam and a plurality of reinforced rib plates mounted at two sides of the composite beam, wherein a cross section of the composite beam is a frustum shape; an upper flange plate of the composite beam is respectively wider 250mm than a lower flange plate along a center; and the plurality of reinforced rib plates are welded on the composite beam by the way of using one meter interval. According to the utility model, after the deviation of the external hanging chunks and an original old platform occurs, the external hanging chunks and the slide rail of the original platform are smoothly butted, and the problem that the misalignment of the rail in the butting of the new and old platforms is overcome.
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN203866801UU</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN203866801UU</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN203866801UU3</originalsourceid><addsrcrecordid>eNqNyrEOgjAQBuAuDkZ9h4s7CUpCmG0kTk4ykxN_oLHcNW2NPr6LD-D0Ld_anKwuQZPLoDt4IR0Jn4wo7GlmmZxMNMwveSZK3j1AkZ0nr29EChqzU9ma1cg-YfdzY_bt-WYvBYL2SIEHCHJvr8eyauq6KQ9dV_2Vvq6OMvY</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Composite beam of external hanging chunks slide rail lower portion</title><source>esp@cenet</source><creator>ZHANG ZHANLI ; ZHANG SHENG ; LIU MO ; LI YINGXIAO ; WANG GANG ; LI WENWU ; CHENG KAI ; WANG CHANGLIN ; LIU BAIMING ; SUN ZHONGHAI ; CAI ZHENLU ; SONG JIANFENG</creator><creatorcontrib>ZHANG ZHANLI ; ZHANG SHENG ; LIU MO ; LI YINGXIAO ; WANG GANG ; LI WENWU ; CHENG KAI ; WANG CHANGLIN ; LIU BAIMING ; SUN ZHONGHAI ; CAI ZHENLU ; SONG JIANFENG</creatorcontrib><description>A composite beam of an external hanging chunks slide rail lower portion comprises a composite beam and a plurality of reinforced rib plates mounted at two sides of the composite beam, wherein a cross section of the composite beam is a frustum shape; an upper flange plate of the composite beam is respectively wider 250mm than a lower flange plate along a center; and the plurality of reinforced rib plates are welded on the composite beam by the way of using one meter interval. According to the utility model, after the deviation of the external hanging chunks and an original old platform occurs, the external hanging chunks and the slide rail of the original platform are smoothly butted, and the problem that the misalignment of the rail in the butting of the new and old platforms is overcome.</description><language>eng</language><subject>FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING</subject><creationdate>2014</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=20141008&amp;DB=EPODOC&amp;CC=CN&amp;NR=203866801U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20141008&amp;DB=EPODOC&amp;CC=CN&amp;NR=203866801U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ZHANG ZHANLI</creatorcontrib><creatorcontrib>ZHANG SHENG</creatorcontrib><creatorcontrib>LIU MO</creatorcontrib><creatorcontrib>LI YINGXIAO</creatorcontrib><creatorcontrib>WANG GANG</creatorcontrib><creatorcontrib>LI WENWU</creatorcontrib><creatorcontrib>CHENG KAI</creatorcontrib><creatorcontrib>WANG CHANGLIN</creatorcontrib><creatorcontrib>LIU BAIMING</creatorcontrib><creatorcontrib>SUN ZHONGHAI</creatorcontrib><creatorcontrib>CAI ZHENLU</creatorcontrib><creatorcontrib>SONG JIANFENG</creatorcontrib><title>Composite beam of external hanging chunks slide rail lower portion</title><description>A composite beam of an external hanging chunks slide rail lower portion comprises a composite beam and a plurality of reinforced rib plates mounted at two sides of the composite beam, wherein a cross section of the composite beam is a frustum shape; an upper flange plate of the composite beam is respectively wider 250mm than a lower flange plate along a center; and the plurality of reinforced rib plates are welded on the composite beam by the way of using one meter interval. According to the utility model, after the deviation of the external hanging chunks and an original old platform occurs, the external hanging chunks and the slide rail of the original platform are smoothly butted, and the problem that the misalignment of the rail in the butting of the new and old platforms is overcome.</description><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2014</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNyrEOgjAQBuAuDkZ9h4s7CUpCmG0kTk4ykxN_oLHcNW2NPr6LD-D0Ld_anKwuQZPLoDt4IR0Jn4wo7GlmmZxMNMwveSZK3j1AkZ0nr29EChqzU9ma1cg-YfdzY_bt-WYvBYL2SIEHCHJvr8eyauq6KQ9dV_2Vvq6OMvY</recordid><startdate>20141008</startdate><enddate>20141008</enddate><creator>ZHANG ZHANLI</creator><creator>ZHANG SHENG</creator><creator>LIU MO</creator><creator>LI YINGXIAO</creator><creator>WANG GANG</creator><creator>LI WENWU</creator><creator>CHENG KAI</creator><creator>WANG CHANGLIN</creator><creator>LIU BAIMING</creator><creator>SUN ZHONGHAI</creator><creator>CAI ZHENLU</creator><creator>SONG JIANFENG</creator><scope>EVB</scope></search><sort><creationdate>20141008</creationdate><title>Composite beam of external hanging chunks slide rail lower portion</title><author>ZHANG ZHANLI ; ZHANG SHENG ; LIU MO ; LI YINGXIAO ; WANG GANG ; LI WENWU ; CHENG KAI ; WANG CHANGLIN ; LIU BAIMING ; SUN ZHONGHAI ; CAI ZHENLU ; SONG JIANFENG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN203866801UU3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2014</creationdate><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><toplevel>online_resources</toplevel><creatorcontrib>ZHANG ZHANLI</creatorcontrib><creatorcontrib>ZHANG SHENG</creatorcontrib><creatorcontrib>LIU MO</creatorcontrib><creatorcontrib>LI YINGXIAO</creatorcontrib><creatorcontrib>WANG GANG</creatorcontrib><creatorcontrib>LI WENWU</creatorcontrib><creatorcontrib>CHENG KAI</creatorcontrib><creatorcontrib>WANG CHANGLIN</creatorcontrib><creatorcontrib>LIU BAIMING</creatorcontrib><creatorcontrib>SUN ZHONGHAI</creatorcontrib><creatorcontrib>CAI ZHENLU</creatorcontrib><creatorcontrib>SONG JIANFENG</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>ZHANG ZHANLI</au><au>ZHANG SHENG</au><au>LIU MO</au><au>LI YINGXIAO</au><au>WANG GANG</au><au>LI WENWU</au><au>CHENG KAI</au><au>WANG CHANGLIN</au><au>LIU BAIMING</au><au>SUN ZHONGHAI</au><au>CAI ZHENLU</au><au>SONG JIANFENG</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Composite beam of external hanging chunks slide rail lower portion</title><date>2014-10-08</date><risdate>2014</risdate><abstract>A composite beam of an external hanging chunks slide rail lower portion comprises a composite beam and a plurality of reinforced rib plates mounted at two sides of the composite beam, wherein a cross section of the composite beam is a frustum shape; an upper flange plate of the composite beam is respectively wider 250mm than a lower flange plate along a center; and the plurality of reinforced rib plates are welded on the composite beam by the way of using one meter interval. According to the utility model, after the deviation of the external hanging chunks and an original old platform occurs, the external hanging chunks and the slide rail of the original platform are smoothly butted, and the problem that the misalignment of the rail in the butting of the new and old platforms is overcome.</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language eng
recordid cdi_epo_espacenet_CN203866801UU
source esp@cenet
subjects FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
title Composite beam of external hanging chunks slide rail lower portion
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-06T19%3A04%3A26IST&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=ZHANG%20ZHANLI&rft.date=2014-10-08&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN203866801UU%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