FLOOR SLAB ERECTION STRUCTURE AND FLOOR SLAB ERECTION METHOD
To make it possible to couple floor slabs before a tensioning force is imparted thereto by a tendon.SOLUTION: A floor slab erection structure 1A couples a first floor slab 30A mounted over a first bridge girder 21 with a second floor slab 40A mounted over a second bridge girder 22 separated from the...
Gespeichert in:
| Hauptverfasser: | , , , , , , , , |
|---|---|
| Format: | Patent |
| Sprache: | eng ; jpn |
| 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 | IWAHASHI MASAYUKI KOBAYASHI KATSUYA MIMURO KEIJI ICHINOMIYA TOSHIMICHI ENDO CHIKASHI YAMADA YASUSHI UTSUKI KAZUHIRO YAMANAKA HIROYUKI FURUICHI KOSUKE |
| description | To make it possible to couple floor slabs before a tensioning force is imparted thereto by a tendon.SOLUTION: A floor slab erection structure 1A couples a first floor slab 30A mounted over a first bridge girder 21 with a second floor slab 40A mounted over a second bridge girder 22 separated from the first bridge girder 21 in the direction crossing a bridge axial direction D1. Since a lower contact member 11A abuts across a first undersurface 31 of the first floor slab 30A and a second undersurface 41 of the second floor slab 40A, an upper contact member 12A abuts across a first top surface 32 of the first floor slab 30A and a second top surface 42 of the second floor slab 40A, and fastening members 13A fasten the lower contact member 11A and the upper contact member 12A, tendons 51 are inserted into tendon insertion hole parts 50 for communicating between the first floor slab 30A and the second floor slab 40A, thus making it possible to couple the first floor slab 30A and the second floor slab 40A before a tensioning force is imparted thereto by the tendons 51.SELECTED DRAWING: Figure 9
【課題】緊張材により緊張力が付与される前に床版を連結する。【解決手段】第１橋桁２１の上に設置された第１床版３０Ａと、橋軸方向Ｄ１に交差する方向に第１橋桁２１から離隔している第２橋桁２２の上に設置された第２床版４０Ａとを連結する床版の架設構造１Ａにおいて、下側当接部材１１Ａが第１床版３０Ａの第１下面３１と第２床版４０Ａの第２下面４１とに跨って当接し、上側当接部材１２Ａが第１床版３０Ａの第１上面３２と第２床版４０Ａの第２上面４２とに跨って当接し、締結部材１３Ａが下側当接部材１１Ａと上側当接部材１２Ａとを締結するため、第１床版３０Ａと第２床版４０Ａとを連通する緊張材挿通孔部５０に緊張材５１が挿通され、緊張材５１により緊張力が付与される前に第１床版３０Ａと第２床版４０Ａとを連結できる。【選択図】図９ |
| format | Patent |
| fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_JP2021188506A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>JP2021188506A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_JP2021188506A3</originalsourceid><addsrcrecordid>eNrjZLBx8_H3D1II9nF0UnANcnUO8fT3UwgOCQp1DgkNclVw9HNRwKbC1zXEw9-Fh4E1LTGnOJUXSnMzKLm5hjh76KYW5MenFhckJqfmpZbEewUYGRgZGlpYmBqYORoTpQgAU8Mp-A</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>FLOOR SLAB ERECTION STRUCTURE AND FLOOR SLAB ERECTION METHOD</title><source>esp@cenet</source><creator>IWAHASHI MASAYUKI ; KOBAYASHI KATSUYA ; MIMURO KEIJI ; ICHINOMIYA TOSHIMICHI ; ENDO CHIKASHI ; YAMADA YASUSHI ; UTSUKI KAZUHIRO ; YAMANAKA HIROYUKI ; FURUICHI KOSUKE</creator><creatorcontrib>IWAHASHI MASAYUKI ; KOBAYASHI KATSUYA ; MIMURO KEIJI ; ICHINOMIYA TOSHIMICHI ; ENDO CHIKASHI ; YAMADA YASUSHI ; UTSUKI KAZUHIRO ; YAMANAKA HIROYUKI ; FURUICHI KOSUKE</creatorcontrib><description>To make it possible to couple floor slabs before a tensioning force is imparted thereto by a tendon.SOLUTION: A floor slab erection structure 1A couples a first floor slab 30A mounted over a first bridge girder 21 with a second floor slab 40A mounted over a second bridge girder 22 separated from the first bridge girder 21 in the direction crossing a bridge axial direction D1. Since a lower contact member 11A abuts across a first undersurface 31 of the first floor slab 30A and a second undersurface 41 of the second floor slab 40A, an upper contact member 12A abuts across a first top surface 32 of the first floor slab 30A and a second top surface 42 of the second floor slab 40A, and fastening members 13A fasten the lower contact member 11A and the upper contact member 12A, tendons 51 are inserted into tendon insertion hole parts 50 for communicating between the first floor slab 30A and the second floor slab 40A, thus making it possible to couple the first floor slab 30A and the second floor slab 40A before a tensioning force is imparted thereto by the tendons 51.SELECTED DRAWING: Figure 9
【課題】緊張材により緊張力が付与される前に床版を連結する。【解決手段】第１橋桁２１の上に設置された第１床版３０Ａと、橋軸方向Ｄ１に交差する方向に第１橋桁２１から離隔している第２橋桁２２の上に設置された第２床版４０Ａとを連結する床版の架設構造１Ａにおいて、下側当接部材１１Ａが第１床版３０Ａの第１下面３１と第２床版４０Ａの第２下面４１とに跨って当接し、上側当接部材１２Ａが第１床版３０Ａの第１上面３２と第２床版４０Ａの第２上面４２とに跨って当接し、締結部材１３Ａが下側当接部材１１Ａと上側当接部材１２Ａとを締結するため、第１床版３０Ａと第２床版４０Ａとを連通する緊張材挿通孔部５０に緊張材５１が挿通され、緊張材５１により緊張力が付与される前に第１床版３０Ａと第２床版４０Ａとを連結できる。【選択図】図９</description><language>eng ; jpn</language><subject>ASSEMBLY OF BRIDGES ; CONSTRUCTION OF BRIDGES ; CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES ; FIXED CONSTRUCTIONS ; OR VIADUCTS</subject><creationdate>2021</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=20211213&DB=EPODOC&CC=JP&NR=2021188506A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20211213&DB=EPODOC&CC=JP&NR=2021188506A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>IWAHASHI MASAYUKI</creatorcontrib><creatorcontrib>KOBAYASHI KATSUYA</creatorcontrib><creatorcontrib>MIMURO KEIJI</creatorcontrib><creatorcontrib>ICHINOMIYA TOSHIMICHI</creatorcontrib><creatorcontrib>ENDO CHIKASHI</creatorcontrib><creatorcontrib>YAMADA YASUSHI</creatorcontrib><creatorcontrib>UTSUKI KAZUHIRO</creatorcontrib><creatorcontrib>YAMANAKA HIROYUKI</creatorcontrib><creatorcontrib>FURUICHI KOSUKE</creatorcontrib><title>FLOOR SLAB ERECTION STRUCTURE AND FLOOR SLAB ERECTION METHOD</title><description>To make it possible to couple floor slabs before a tensioning force is imparted thereto by a tendon.SOLUTION: A floor slab erection structure 1A couples a first floor slab 30A mounted over a first bridge girder 21 with a second floor slab 40A mounted over a second bridge girder 22 separated from the first bridge girder 21 in the direction crossing a bridge axial direction D1. Since a lower contact member 11A abuts across a first undersurface 31 of the first floor slab 30A and a second undersurface 41 of the second floor slab 40A, an upper contact member 12A abuts across a first top surface 32 of the first floor slab 30A and a second top surface 42 of the second floor slab 40A, and fastening members 13A fasten the lower contact member 11A and the upper contact member 12A, tendons 51 are inserted into tendon insertion hole parts 50 for communicating between the first floor slab 30A and the second floor slab 40A, thus making it possible to couple the first floor slab 30A and the second floor slab 40A before a tensioning force is imparted thereto by the tendons 51.SELECTED DRAWING: Figure 9
【課題】緊張材により緊張力が付与される前に床版を連結する。【解決手段】第１橋桁２１の上に設置された第１床版３０Ａと、橋軸方向Ｄ１に交差する方向に第１橋桁２１から離隔している第２橋桁２２の上に設置された第２床版４０Ａとを連結する床版の架設構造１Ａにおいて、下側当接部材１１Ａが第１床版３０Ａの第１下面３１と第２床版４０Ａの第２下面４１とに跨って当接し、上側当接部材１２Ａが第１床版３０Ａの第１上面３２と第２床版４０Ａの第２上面４２とに跨って当接し、締結部材１３Ａが下側当接部材１１Ａと上側当接部材１２Ａとを締結するため、第１床版３０Ａと第２床版４０Ａとを連通する緊張材挿通孔部５０に緊張材５１が挿通され、緊張材５１により緊張力が付与される前に第１床版３０Ａと第２床版４０Ａとを連結できる。【選択図】図９</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>2021</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZLBx8_H3D1II9nF0UnANcnUO8fT3UwgOCQp1DgkNclVw9HNRwKbC1zXEw9-Fh4E1LTGnOJUXSnMzKLm5hjh76KYW5MenFhckJqfmpZbEewUYGRgZGlpYmBqYORoTpQgAU8Mp-A</recordid><startdate>20211213</startdate><enddate>20211213</enddate><creator>IWAHASHI MASAYUKI</creator><creator>KOBAYASHI KATSUYA</creator><creator>MIMURO KEIJI</creator><creator>ICHINOMIYA TOSHIMICHI</creator><creator>ENDO CHIKASHI</creator><creator>YAMADA YASUSHI</creator><creator>UTSUKI KAZUHIRO</creator><creator>YAMANAKA HIROYUKI</creator><creator>FURUICHI KOSUKE</creator><scope>EVB</scope></search><sort><creationdate>20211213</creationdate><title>FLOOR SLAB ERECTION STRUCTURE AND FLOOR SLAB ERECTION METHOD</title><author>IWAHASHI MASAYUKI ; KOBAYASHI KATSUYA ; MIMURO KEIJI ; ICHINOMIYA TOSHIMICHI ; ENDO CHIKASHI ; YAMADA YASUSHI ; UTSUKI KAZUHIRO ; YAMANAKA HIROYUKI ; FURUICHI KOSUKE</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2021188506A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; jpn</language><creationdate>2021</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>IWAHASHI MASAYUKI</creatorcontrib><creatorcontrib>KOBAYASHI KATSUYA</creatorcontrib><creatorcontrib>MIMURO KEIJI</creatorcontrib><creatorcontrib>ICHINOMIYA TOSHIMICHI</creatorcontrib><creatorcontrib>ENDO CHIKASHI</creatorcontrib><creatorcontrib>YAMADA YASUSHI</creatorcontrib><creatorcontrib>UTSUKI KAZUHIRO</creatorcontrib><creatorcontrib>YAMANAKA HIROYUKI</creatorcontrib><creatorcontrib>FURUICHI KOSUKE</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>IWAHASHI MASAYUKI</au><au>KOBAYASHI KATSUYA</au><au>MIMURO KEIJI</au><au>ICHINOMIYA TOSHIMICHI</au><au>ENDO CHIKASHI</au><au>YAMADA YASUSHI</au><au>UTSUKI KAZUHIRO</au><au>YAMANAKA HIROYUKI</au><au>FURUICHI KOSUKE</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>FLOOR SLAB ERECTION STRUCTURE AND FLOOR SLAB ERECTION METHOD</title><date>2021-12-13</date><risdate>2021</risdate><abstract>To make it possible to couple floor slabs before a tensioning force is imparted thereto by a tendon.SOLUTION: A floor slab erection structure 1A couples a first floor slab 30A mounted over a first bridge girder 21 with a second floor slab 40A mounted over a second bridge girder 22 separated from the first bridge girder 21 in the direction crossing a bridge axial direction D1. Since a lower contact member 11A abuts across a first undersurface 31 of the first floor slab 30A and a second undersurface 41 of the second floor slab 40A, an upper contact member 12A abuts across a first top surface 32 of the first floor slab 30A and a second top surface 42 of the second floor slab 40A, and fastening members 13A fasten the lower contact member 11A and the upper contact member 12A, tendons 51 are inserted into tendon insertion hole parts 50 for communicating between the first floor slab 30A and the second floor slab 40A, thus making it possible to couple the first floor slab 30A and the second floor slab 40A before a tensioning force is imparted thereto by the tendons 51.SELECTED DRAWING: Figure 9
【課題】緊張材により緊張力が付与される前に床版を連結する。【解決手段】第１橋桁２１の上に設置された第１床版３０Ａと、橋軸方向Ｄ１に交差する方向に第１橋桁２１から離隔している第２橋桁２２の上に設置された第２床版４０Ａとを連結する床版の架設構造１Ａにおいて、下側当接部材１１Ａが第１床版３０Ａの第１下面３１と第２床版４０Ａの第２下面４１とに跨って当接し、上側当接部材１２Ａが第１床版３０Ａの第１上面３２と第２床版４０Ａの第２上面４２とに跨って当接し、締結部材１３Ａが下側当接部材１１Ａと上側当接部材１２Ａとを締結するため、第１床版３０Ａと第２床版４０Ａとを連通する緊張材挿通孔部５０に緊張材５１が挿通され、緊張材５１により緊張力が付与される前に第１床版３０Ａと第２床版４０Ａとを連結できる。【選択図】図９</abstract><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext_linktorsrc |
| identifier | |
| ispartof | |
| issn | |
| language | eng ; jpn |
| recordid | cdi_epo_espacenet_JP2021188506A |
| source | esp@cenet |
| subjects | ASSEMBLY OF BRIDGES CONSTRUCTION OF BRIDGES CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES FIXED CONSTRUCTIONS OR VIADUCTS |
| title | FLOOR SLAB ERECTION STRUCTURE AND FLOOR SLAB ERECTION METHOD |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-03T04%3A27%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=IWAHASHI%20MASAYUKI&rft.date=2021-12-13&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3EJP2021188506A%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 |