GEAR FOR SUPPRESSION OF VIBRATIONS OF SPAN STRUCTURES OF BRIDGES
FIELD: civil engineering. SUBSTANCE: gear for suppression of vibrations of span structures of bridges includes cantilevers arranged on both sides of span structure having roadway and suppressing members anchored on cantilevers in longitudinal vertical plane. Cantilevers are placed in the level of ro...
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| creator | Grafskij I.Ju Vorsa V.G Kazakevich M.I Zhirukhin V.M Kisljakov V.S Dankov V.S Timokhin G.M |
| description | FIELD: civil engineering. SUBSTANCE: gear for suppression of vibrations of span structures of bridges includes cantilevers arranged on both sides of span structure having roadway and suppressing members anchored on cantilevers in longitudinal vertical plane. Cantilevers are placed in the level of roadway of bridge and suppressing members are manufactured in the form of laminated deflector attached with upper part to free ends of cantilevers. Relation of height H of span structure to length 1 of each cantilever and height h of laminated deflector lies within H:1:h=1.0:1.0:0.5. EFFECT: enhanced efficiency of suppression of vibrations. 2 dwg
Устройство для гашения колебаний пролетных строений мостов включает консоли, расположенные по обе стороны имеющего проезжую часть пролетного строения, и закрепленные на консолях в продольной вертикальной плоскости элементы гашения. Консоли расположены в уровне проезжей части моста, а элементы гашения выполнены в виде пластинчатого дефлектора, прикрепленного верхней частью к свободным концам консолей, причем отношение высоты H пролетного строения к длине l каждой консоли и высоте h пластинчатого дефлектора находится в соотношении H : l : h = 1,0 : 1,0 : 0,5. 2 ил. |
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Устройство для гашения колебаний пролетных строений мостов включает консоли, расположенные по обе стороны имеющего проезжую часть пролетного строения, и закрепленные на консолях в продольной вертикальной плоскости элементы гашения. Консоли расположены в уровне проезжей части моста, а элементы гашения выполнены в виде пластинчатого дефлектора, прикрепленного верхней частью к свободным концам консолей, причем отношение высоты H пролетного строения к длине l каждой консоли и высоте h пластинчатого дефлектора находится в соотношении H : l : h = 1,0 : 1,0 : 0,5. 2 ил.</description><language>eng ; rus</language><subject>ASSEMBLY OF BRIDGES ; CONSTRUCTION OF BRIDGES ; CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES ; FIXED CONSTRUCTIONS ; OR VIADUCTS</subject><creationdate>1996</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&date=19960127&DB=EPODOC&CC=SU&NR=1799039A1$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,777,882,25546,76297</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19960127&DB=EPODOC&CC=SU&NR=1799039A1$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>Grafskij I.Ju</creatorcontrib><creatorcontrib>Vorsa V.G</creatorcontrib><creatorcontrib>Kazakevich M.I</creatorcontrib><creatorcontrib>Zhirukhin V.M</creatorcontrib><creatorcontrib>Kisljakov V.S</creatorcontrib><creatorcontrib>Dankov V.S</creatorcontrib><creatorcontrib>Timokhin G.M</creatorcontrib><title>GEAR FOR SUPPRESSION OF VIBRATIONS OF SPAN STRUCTURES OF BRIDGES</title><description>FIELD: civil engineering. SUBSTANCE: gear for suppression of vibrations of span structures of bridges includes cantilevers arranged on both sides of span structure having roadway and suppressing members anchored on cantilevers in longitudinal vertical plane. Cantilevers are placed in the level of roadway of bridge and suppressing members are manufactured in the form of laminated deflector attached with upper part to free ends of cantilevers. Relation of height H of span structure to length 1 of each cantilever and height h of laminated deflector lies within H:1:h=1.0:1.0:0.5. EFFECT: enhanced efficiency of suppression of vibrations. 2 dwg
Устройство для гашения колебаний пролетных строений мостов включает консоли, расположенные по обе стороны имеющего проезжую часть пролетного строения, и закрепленные на консолях в продольной вертикальной плоскости элементы гашения. Консоли расположены в уровне проезжей части моста, а элементы гашения выполнены в виде пластинчатого дефлектора, прикрепленного верхней частью к свободным концам консолей, причем отношение высоты H пролетного строения к длине l каждой консоли и высоте h пластинчатого дефлектора находится в соотношении H : l : h = 1,0 : 1,0 : 0,5. 2 ил.</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>1996</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZHBwd3UMUnDzD1IIDg0ICHINDvb091Pwd1MI83QKcgwBcoJBvOAARz-F4JCgUOeQUKAikJBTkKeLu2swDwNrWmJOcSovlOZmUHBzDXH20E0tyI9PLS5ITE7NSy2JDw41NLe0NDC2dDQ0JkIJAHOlKqg</recordid><startdate>19960127</startdate><enddate>19960127</enddate><creator>Grafskij I.Ju</creator><creator>Vorsa V.G</creator><creator>Kazakevich M.I</creator><creator>Zhirukhin V.M</creator><creator>Kisljakov V.S</creator><creator>Dankov V.S</creator><creator>Timokhin G.M</creator><scope>EVB</scope></search><sort><creationdate>19960127</creationdate><title>GEAR FOR SUPPRESSION OF VIBRATIONS OF SPAN STRUCTURES OF BRIDGES</title><author>Grafskij I.Ju ; Vorsa V.G ; Kazakevich M.I ; Zhirukhin V.M ; Kisljakov V.S ; Dankov V.S ; Timokhin G.M</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_SU1799039A13</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; rus</language><creationdate>1996</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>Grafskij I.Ju</creatorcontrib><creatorcontrib>Vorsa V.G</creatorcontrib><creatorcontrib>Kazakevich M.I</creatorcontrib><creatorcontrib>Zhirukhin V.M</creatorcontrib><creatorcontrib>Kisljakov V.S</creatorcontrib><creatorcontrib>Dankov V.S</creatorcontrib><creatorcontrib>Timokhin G.M</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Grafskij I.Ju</au><au>Vorsa V.G</au><au>Kazakevich M.I</au><au>Zhirukhin V.M</au><au>Kisljakov V.S</au><au>Dankov V.S</au><au>Timokhin G.M</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>GEAR FOR SUPPRESSION OF VIBRATIONS OF SPAN STRUCTURES OF BRIDGES</title><date>1996-01-27</date><risdate>1996</risdate><abstract>FIELD: civil engineering. SUBSTANCE: gear for suppression of vibrations of span structures of bridges includes cantilevers arranged on both sides of span structure having roadway and suppressing members anchored on cantilevers in longitudinal vertical plane. Cantilevers are placed in the level of roadway of bridge and suppressing members are manufactured in the form of laminated deflector attached with upper part to free ends of cantilevers. Relation of height H of span structure to length 1 of each cantilever and height h of laminated deflector lies within H:1:h=1.0:1.0:0.5. EFFECT: enhanced efficiency of suppression of vibrations. 2 dwg
Устройство для гашения колебаний пролетных строений мостов включает консоли, расположенные по обе стороны имеющего проезжую часть пролетного строения, и закрепленные на консолях в продольной вертикальной плоскости элементы гашения. Консоли расположены в уровне проезжей части моста, а элементы гашения выполнены в виде пластинчатого дефлектора, прикрепленного верхней частью к свободным концам консолей, причем отношение высоты H пролетного строения к длине l каждой консоли и высоте h пластинчатого дефлектора находится в соотношении H : l : h = 1,0 : 1,0 : 0,5. 2 ил.</abstract><oa>free_for_read</oa></addata></record> |
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| subjects | ASSEMBLY OF BRIDGES CONSTRUCTION OF BRIDGES CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES FIXED CONSTRUCTIONS OR VIADUCTS |
| title | GEAR FOR SUPPRESSION OF VIBRATIONS OF SPAN STRUCTURES OF BRIDGES |
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