Device for restraining wind-induced vortex vibration of suspension bridge

The utility model discloses a device for restraining wind-induced vortex vibration of a suspension bridge. The device comprises a main beam, a main tower, a cantilever supporting platform, a damping vibration attenuation device and a beam end connecting piece. The cantilever supporting platform is a...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: GENG DONGSHENG, XIAO CHEN, WANG JIE, LIU XIQIANG, XIA TIAN, LIU SHUGUANG, MANDA TAMOTSU, JIANG HENG, SUN YINGJIE, YANG FENG
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 GENG DONGSHENG
XIAO CHEN
WANG JIE
LIU XIQIANG
XIA TIAN
LIU SHUGUANG
MANDA TAMOTSU
JIANG HENG
SUN YINGJIE
YANG FENG
description The utility model discloses a device for restraining wind-induced vortex vibration of a suspension bridge. The device comprises a main beam, a main tower, a cantilever supporting platform, a damping vibration attenuation device and a beam end connecting piece. The cantilever supporting platform is arranged at the side part of the main tower and is anchored with the main tower; the damping vibration attenuation device is arranged on the supporting platform, the upper end of the damping vibration attenuation device is connected with the main beam through a beam end connecting piece, and the lower end of the damping vibration attenuation device is connected with the cantilever supporting platform; according to the method, the additional damping ratio of related modes of the main beam structure can be increased, so that the vertical vortex-induced amplitude of the main beam is reduced, and multi-order and high-order mode wind-induced vortex vibration of the main beam structure is inhibited. 本实用新型公开了一种抑制悬索桥风致涡振的装置
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN219490642UU</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN219490642UU</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN219490642UU3</originalsourceid><addsrcrecordid>eNrjZPB0SS3LTE5VSMsvUihKLS4pSszMy8xLVyjPzEvRBeLS5NQUhbL8opLUCoWyzKSixJLM_DyF_DSF4tLigtS8YhAvqSgzJT2Vh4E1LTGnOJUXSnMzKLm5hjh76KYW5MenFhckJqfmpZbEO_sZGVqaWBqYmRiFhhoTpQgAkZ02FQ</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Device for restraining wind-induced vortex vibration of suspension bridge</title><source>esp@cenet</source><creator>GENG DONGSHENG ; XIAO CHEN ; WANG JIE ; LIU XIQIANG ; XIA TIAN ; LIU SHUGUANG ; MANDA TAMOTSU ; JIANG HENG ; SUN YINGJIE ; YANG FENG</creator><creatorcontrib>GENG DONGSHENG ; XIAO CHEN ; WANG JIE ; LIU XIQIANG ; XIA TIAN ; LIU SHUGUANG ; MANDA TAMOTSU ; JIANG HENG ; SUN YINGJIE ; YANG FENG</creatorcontrib><description>The utility model discloses a device for restraining wind-induced vortex vibration of a suspension bridge. The device comprises a main beam, a main tower, a cantilever supporting platform, a damping vibration attenuation device and a beam end connecting piece. The cantilever supporting platform is arranged at the side part of the main tower and is anchored with the main tower; the damping vibration attenuation device is arranged on the supporting platform, the upper end of the damping vibration attenuation device is connected with the main beam through a beam end connecting piece, and the lower end of the damping vibration attenuation device is connected with the cantilever supporting platform; according to the method, the additional damping ratio of related modes of the main beam structure can be increased, so that the vertical vortex-induced amplitude of the main beam is reduced, and multi-order and high-order mode wind-induced vortex vibration of the main beam structure is inhibited. 本实用新型公开了一种抑制悬索桥风致涡振的装置</description><language>chi ; eng</language><subject>ASSEMBLY OF BRIDGES ; CONSTRUCTION OF BRIDGES ; CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES ; FIXED CONSTRUCTIONS ; OR VIADUCTS</subject><creationdate>2023</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=20230808&amp;DB=EPODOC&amp;CC=CN&amp;NR=219490642U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20230808&amp;DB=EPODOC&amp;CC=CN&amp;NR=219490642U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>GENG DONGSHENG</creatorcontrib><creatorcontrib>XIAO CHEN</creatorcontrib><creatorcontrib>WANG JIE</creatorcontrib><creatorcontrib>LIU XIQIANG</creatorcontrib><creatorcontrib>XIA TIAN</creatorcontrib><creatorcontrib>LIU SHUGUANG</creatorcontrib><creatorcontrib>MANDA TAMOTSU</creatorcontrib><creatorcontrib>JIANG HENG</creatorcontrib><creatorcontrib>SUN YINGJIE</creatorcontrib><creatorcontrib>YANG FENG</creatorcontrib><title>Device for restraining wind-induced vortex vibration of suspension bridge</title><description>The utility model discloses a device for restraining wind-induced vortex vibration of a suspension bridge. The device comprises a main beam, a main tower, a cantilever supporting platform, a damping vibration attenuation device and a beam end connecting piece. The cantilever supporting platform is arranged at the side part of the main tower and is anchored with the main tower; the damping vibration attenuation device is arranged on the supporting platform, the upper end of the damping vibration attenuation device is connected with the main beam through a beam end connecting piece, and the lower end of the damping vibration attenuation device is connected with the cantilever supporting platform; according to the method, the additional damping ratio of related modes of the main beam structure can be increased, so that the vertical vortex-induced amplitude of the main beam is reduced, and multi-order and high-order mode wind-induced vortex vibration of the main beam structure is inhibited. 本实用新型公开了一种抑制悬索桥风致涡振的装置</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>2023</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZPB0SS3LTE5VSMsvUihKLS4pSszMy8xLVyjPzEvRBeLS5NQUhbL8opLUCoWyzKSixJLM_DyF_DSF4tLigtS8YhAvqSgzJT2Vh4E1LTGnOJUXSnMzKLm5hjh76KYW5MenFhckJqfmpZbEO_sZGVqaWBqYmRiFhhoTpQgAkZ02FQ</recordid><startdate>20230808</startdate><enddate>20230808</enddate><creator>GENG DONGSHENG</creator><creator>XIAO CHEN</creator><creator>WANG JIE</creator><creator>LIU XIQIANG</creator><creator>XIA TIAN</creator><creator>LIU SHUGUANG</creator><creator>MANDA TAMOTSU</creator><creator>JIANG HENG</creator><creator>SUN YINGJIE</creator><creator>YANG FENG</creator><scope>EVB</scope></search><sort><creationdate>20230808</creationdate><title>Device for restraining wind-induced vortex vibration of suspension bridge</title><author>GENG DONGSHENG ; XIAO CHEN ; WANG JIE ; LIU XIQIANG ; XIA TIAN ; LIU SHUGUANG ; MANDA TAMOTSU ; JIANG HENG ; SUN YINGJIE ; YANG FENG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN219490642UU3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2023</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>GENG DONGSHENG</creatorcontrib><creatorcontrib>XIAO CHEN</creatorcontrib><creatorcontrib>WANG JIE</creatorcontrib><creatorcontrib>LIU XIQIANG</creatorcontrib><creatorcontrib>XIA TIAN</creatorcontrib><creatorcontrib>LIU SHUGUANG</creatorcontrib><creatorcontrib>MANDA TAMOTSU</creatorcontrib><creatorcontrib>JIANG HENG</creatorcontrib><creatorcontrib>SUN YINGJIE</creatorcontrib><creatorcontrib>YANG FENG</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>GENG DONGSHENG</au><au>XIAO CHEN</au><au>WANG JIE</au><au>LIU XIQIANG</au><au>XIA TIAN</au><au>LIU SHUGUANG</au><au>MANDA TAMOTSU</au><au>JIANG HENG</au><au>SUN YINGJIE</au><au>YANG FENG</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Device for restraining wind-induced vortex vibration of suspension bridge</title><date>2023-08-08</date><risdate>2023</risdate><abstract>The utility model discloses a device for restraining wind-induced vortex vibration of a suspension bridge. The device comprises a main beam, a main tower, a cantilever supporting platform, a damping vibration attenuation device and a beam end connecting piece. The cantilever supporting platform is arranged at the side part of the main tower and is anchored with the main tower; the damping vibration attenuation device is arranged on the supporting platform, the upper end of the damping vibration attenuation device is connected with the main beam through a beam end connecting piece, and the lower end of the damping vibration attenuation device is connected with the cantilever supporting platform; according to the method, the additional damping ratio of related modes of the main beam structure can be increased, so that the vertical vortex-induced amplitude of the main beam is reduced, and multi-order and high-order mode wind-induced vortex vibration of the main beam structure is inhibited. 本实用新型公开了一种抑制悬索桥风致涡振的装置</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN219490642UU
source esp@cenet
subjects ASSEMBLY OF BRIDGES
CONSTRUCTION OF BRIDGES
CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
FIXED CONSTRUCTIONS
OR VIADUCTS
title Device for restraining wind-induced vortex vibration of suspension bridge
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-01T21%3A54%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=GENG%20DONGSHENG&rft.date=2023-08-08&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN219490642UU%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