BRIDGE EXPANSION STRUCTURE AND METHOD OF CONSTRUCTING BRIDGE EXPANSION STRUCTURE
To provide a bridge expansion structure capable of reducing a construction scale and controlling water penetration within a rail joint gap, and a method of constructing the bridge expansion structure.SOLUTION: There is provided a bridge expansion structure 1 buried under a pavement part 9 of a bridg...
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creator | ARASE NORIYASU YASUKAWA YOSHIYUKI NARITA TOMONORI OGURA HIRONORI OTA SHO YAMADA KANEYOSHI |
description | To provide a bridge expansion structure capable of reducing a construction scale and controlling water penetration within a rail joint gap, and a method of constructing the bridge expansion structure.SOLUTION: There is provided a bridge expansion structure 1 buried under a pavement part 9 of a bridge, comprising a rubber structure 2 extending from the top of a floor slab 93 to the top of a parapet 94 of a bridge abutment, and a plate shaped member 3 built into the rubber structure 2, in which the plate shaped member 3 has a first plate shaped member 31, and a second plate shaped member 32, the first plate shaped member 31 being built over a rail joint gap 8 between the floor slab 93 and the parapet 94, the second plate shaped member 32 disposed separately from the first plate shaped member 31 along a bridge shaft direction X perpendicular to an extension direction of the rail joint gap 8, and fixed to the floor slab 93 or the parapet 94 by a fixing member 4.SELECTED DRAWING: Figure 1
【課題】施工規模を小さくするとともに、遊間内への浸水を抑制することができる橋梁伸縮構造及び橋梁伸縮構造の施工方法を提供する。【解決手段】橋梁の舗装部9の下に埋設される橋梁伸縮構造1であって、床版93の上から橋台のパラペット94の上まで延伸するゴム構造体2と、前記ゴム構造体2に内蔵された板部材3と、を備え、前記板部材3は、前記床版93と前記パラペット94との間における遊間8の上に架設された第1板部材31と、前記遊間8の伸延する方向と交わる橋軸方向Xに沿って前記第1板部材31と離間して配置され、固定部材4によって前記床版93又は前記パラペット94に固定される第2板部材32と、を有することを特徴とする。【選択図】図1 |
format | Patent |
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【課題】施工規模を小さくするとともに、遊間内への浸水を抑制することができる橋梁伸縮構造及び橋梁伸縮構造の施工方法を提供する。【解決手段】橋梁の舗装部9の下に埋設される橋梁伸縮構造1であって、床版93の上から橋台のパラペット94の上まで延伸するゴム構造体2と、前記ゴム構造体2に内蔵された板部材3と、を備え、前記板部材3は、前記床版93と前記パラペット94との間における遊間8の上に架設された第1板部材31と、前記遊間8の伸延する方向と交わる橋軸方向Xに沿って前記第1板部材31と離間して配置され、固定部材4によって前記床版93又は前記パラペット94に固定される第2板部材32と、を有することを特徴とする。【選択図】図1</description><language>eng ; jpn</language><subject>ASSEMBLY OF BRIDGES ; CONSTRUCTION OF BRIDGES ; CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES ; CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, ORTHE LIKE ; FIXED CONSTRUCTIONS ; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR ; OR VIADUCTS</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&date=20190207&DB=EPODOC&CC=JP&NR=2019019466A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20190207&DB=EPODOC&CC=JP&NR=2019019466A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ARASE NORIYASU</creatorcontrib><creatorcontrib>YASUKAWA YOSHIYUKI</creatorcontrib><creatorcontrib>NARITA TOMONORI</creatorcontrib><creatorcontrib>OGURA HIRONORI</creatorcontrib><creatorcontrib>OTA SHO</creatorcontrib><creatorcontrib>YAMADA KANEYOSHI</creatorcontrib><title>BRIDGE EXPANSION STRUCTURE AND METHOD OF CONSTRUCTING BRIDGE EXPANSION STRUCTURE</title><description>To provide a bridge expansion structure capable of reducing a construction scale and controlling water penetration within a rail joint gap, and a method of constructing the bridge expansion structure.SOLUTION: There is provided a bridge expansion structure 1 buried under a pavement part 9 of a bridge, comprising a rubber structure 2 extending from the top of a floor slab 93 to the top of a parapet 94 of a bridge abutment, and a plate shaped member 3 built into the rubber structure 2, in which the plate shaped member 3 has a first plate shaped member 31, and a second plate shaped member 32, the first plate shaped member 31 being built over a rail joint gap 8 between the floor slab 93 and the parapet 94, the second plate shaped member 32 disposed separately from the first plate shaped member 31 along a bridge shaft direction X perpendicular to an extension direction of the rail joint gap 8, and fixed to the floor slab 93 or the parapet 94 by a fixing member 4.SELECTED DRAWING: Figure 1
【課題】施工規模を小さくするとともに、遊間内への浸水を抑制することができる橋梁伸縮構造及び橋梁伸縮構造の施工方法を提供する。【解決手段】橋梁の舗装部9の下に埋設される橋梁伸縮構造1であって、床版93の上から橋台のパラペット94の上まで延伸するゴム構造体2と、前記ゴム構造体2に内蔵された板部材3と、を備え、前記板部材3は、前記床版93と前記パラペット94との間における遊間8の上に架設された第1板部材31と、前記遊間8の伸延する方向と交わる橋軸方向Xに沿って前記第1板部材31と離間して配置され、固定部材4によって前記床版93又は前記パラペット94に固定される第2板部材32と、を有することを特徴とする。【選択図】図1</description><subject>ASSEMBLY OF BRIDGES</subject><subject>CONSTRUCTION OF BRIDGES</subject><subject>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</subject><subject>CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, ORTHE LIKE</subject><subject>FIXED CONSTRUCTIONS</subject><subject>MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR</subject><subject>OR VIADUCTS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2019</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZAhwCvJ0cXdVcI0IcPQL9vT3UwgOCQp1DgkNclVw9HNR8HUN8fB3UfB3U3D294NIefq5K-DWxcPAmpaYU5zKC6W5GZTcXEOcPXRTC_LjU4sLEpNT81JL4r0CjAwMLYHIxMzM0ZgoRQAKhTAJ</recordid><startdate>20190207</startdate><enddate>20190207</enddate><creator>ARASE NORIYASU</creator><creator>YASUKAWA YOSHIYUKI</creator><creator>NARITA TOMONORI</creator><creator>OGURA HIRONORI</creator><creator>OTA SHO</creator><creator>YAMADA KANEYOSHI</creator><scope>EVB</scope></search><sort><creationdate>20190207</creationdate><title>BRIDGE EXPANSION STRUCTURE AND METHOD OF CONSTRUCTING BRIDGE EXPANSION STRUCTURE</title><author>ARASE NORIYASU ; YASUKAWA YOSHIYUKI ; NARITA TOMONORI ; OGURA HIRONORI ; OTA SHO ; YAMADA KANEYOSHI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2019019466A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; jpn</language><creationdate>2019</creationdate><topic>ASSEMBLY OF BRIDGES</topic><topic>CONSTRUCTION OF BRIDGES</topic><topic>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</topic><topic>CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, ORTHE LIKE</topic><topic>FIXED CONSTRUCTIONS</topic><topic>MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR</topic><topic>OR VIADUCTS</topic><toplevel>online_resources</toplevel><creatorcontrib>ARASE NORIYASU</creatorcontrib><creatorcontrib>YASUKAWA YOSHIYUKI</creatorcontrib><creatorcontrib>NARITA TOMONORI</creatorcontrib><creatorcontrib>OGURA HIRONORI</creatorcontrib><creatorcontrib>OTA SHO</creatorcontrib><creatorcontrib>YAMADA KANEYOSHI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>ARASE NORIYASU</au><au>YASUKAWA YOSHIYUKI</au><au>NARITA TOMONORI</au><au>OGURA HIRONORI</au><au>OTA SHO</au><au>YAMADA KANEYOSHI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>BRIDGE EXPANSION STRUCTURE AND METHOD OF CONSTRUCTING BRIDGE EXPANSION STRUCTURE</title><date>2019-02-07</date><risdate>2019</risdate><abstract>To provide a bridge expansion structure capable of reducing a construction scale and controlling water penetration within a rail joint gap, and a method of constructing the bridge expansion structure.SOLUTION: There is provided a bridge expansion structure 1 buried under a pavement part 9 of a bridge, comprising a rubber structure 2 extending from the top of a floor slab 93 to the top of a parapet 94 of a bridge abutment, and a plate shaped member 3 built into the rubber structure 2, in which the plate shaped member 3 has a first plate shaped member 31, and a second plate shaped member 32, the first plate shaped member 31 being built over a rail joint gap 8 between the floor slab 93 and the parapet 94, the second plate shaped member 32 disposed separately from the first plate shaped member 31 along a bridge shaft direction X perpendicular to an extension direction of the rail joint gap 8, and fixed to the floor slab 93 or the parapet 94 by a fixing member 4.SELECTED DRAWING: Figure 1
【課題】施工規模を小さくするとともに、遊間内への浸水を抑制することができる橋梁伸縮構造及び橋梁伸縮構造の施工方法を提供する。【解決手段】橋梁の舗装部9の下に埋設される橋梁伸縮構造1であって、床版93の上から橋台のパラペット94の上まで延伸するゴム構造体2と、前記ゴム構造体2に内蔵された板部材3と、を備え、前記板部材3は、前記床版93と前記パラペット94との間における遊間8の上に架設された第1板部材31と、前記遊間8の伸延する方向と交わる橋軸方向Xに沿って前記第1板部材31と離間して配置され、固定部材4によって前記床版93又は前記パラペット94に固定される第2板部材32と、を有することを特徴とする。【選択図】図1</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 CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, ORTHE LIKE FIXED CONSTRUCTIONS MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR OR VIADUCTS |
title | BRIDGE EXPANSION STRUCTURE AND METHOD OF CONSTRUCTING BRIDGE EXPANSION STRUCTURE |
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