JUNCTION STRUCTURE OF STEEL PLATE CONCRETE
To make it possible to join a steel plate concrete wall and a steel plate concrete slab in a state where shear forces of an off-plate direction and an in-plane direction of the steel plate concrete slab can be transmitted to the steel plate concrete wall while improving workability by rationalizatio...
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 | TOKUNAGA SHOJI EHARA YUSUKE |
description | To make it possible to join a steel plate concrete wall and a steel plate concrete slab in a state where shear forces of an off-plate direction and an in-plane direction of the steel plate concrete slab can be transmitted to the steel plate concrete wall while improving workability by rationalization of a junction structure between the steel plate concrete wall and the steel plate concrete slab.SOLUTION: The steel plate concrete junction structure joins a steel plate concrete slab S to a steel plate concrete wall W through a transmission member 1 transmitting shear forces of an off-plate direction and an in-plane direction of the steel plate concrete slab S to the steel plate concrete wall W. The transmission member 1 comprises one steel material provided at a bonding portion with the steel plate concrete slab S on the steel plate concrete wall W in a state where a steel plate support member supporting a steel plate 6 of the steel plate concrete slab S and an anchorage member anchored within the steel plate concrete slab S are combined.SELECTED DRAWING: Figure 1
【課題】鋼板コンクリート壁と鋼板コンクリートスラブとの接合構造の合理化による施工性の向上を図りながら、鋼板コンクリート壁と鋼板コンクリートスラブとを、鋼板コンクリートスラブの面外方向及び面内方向のせん断力を鋼板コンクリート壁に伝達可能な状態で接合できるようにする。【解決手段】鋼板コンクリートスラブSの面外方向及び面内方向のせん断力を鋼板コンクリート壁Wに伝達する伝達部材1を介して、鋼板コンクリートスラブSを鋼板コンクリート壁Wに接合する鋼板コンクリート造の接合構造において、伝達部材1は、鋼板コンクリートスラブSの鋼板6を支持する鋼板支持部材と、鋼板コンクリートスラブS内に定着される定着部材とを兼ねる状態で、鋼板コンクリート壁Wにおける鋼板コンクリートスラブSとの接合部位に備えられる単一の鋼材で構成されている。【選択図】図1 |
format | Patent |
fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_JP2023117629A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>JP2023117629A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_JP2023117629A3</originalsourceid><addsrcrecordid>eNrjZNDyCvVzDvH091MIDgkKdQ4JDXJV8HcDclxdfRQCfBxDXBWc_f2cg1xDXHkYWNMSc4pTeaE0N4OSm2uIs4duakF-fGpxQWJyal5qSbxXgJGBkbGhobmZkaWjMVGKAK0xJT0</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>JUNCTION STRUCTURE OF STEEL PLATE CONCRETE</title><source>esp@cenet</source><creator>TOKUNAGA SHOJI ; EHARA YUSUKE</creator><creatorcontrib>TOKUNAGA SHOJI ; EHARA YUSUKE</creatorcontrib><description>To make it possible to join a steel plate concrete wall and a steel plate concrete slab in a state where shear forces of an off-plate direction and an in-plane direction of the steel plate concrete slab can be transmitted to the steel plate concrete wall while improving workability by rationalization of a junction structure between the steel plate concrete wall and the steel plate concrete slab.SOLUTION: The steel plate concrete junction structure joins a steel plate concrete slab S to a steel plate concrete wall W through a transmission member 1 transmitting shear forces of an off-plate direction and an in-plane direction of the steel plate concrete slab S to the steel plate concrete wall W. The transmission member 1 comprises one steel material provided at a bonding portion with the steel plate concrete slab S on the steel plate concrete wall W in a state where a steel plate support member supporting a steel plate 6 of the steel plate concrete slab S and an anchorage member anchored within the steel plate concrete slab S are combined.SELECTED DRAWING: Figure 1
【課題】鋼板コンクリート壁と鋼板コンクリートスラブとの接合構造の合理化による施工性の向上を図りながら、鋼板コンクリート壁と鋼板コンクリートスラブとを、鋼板コンクリートスラブの面外方向及び面内方向のせん断力を鋼板コンクリート壁に伝達可能な状態で接合できるようにする。【解決手段】鋼板コンクリートスラブSの面外方向及び面内方向のせん断力を鋼板コンクリート壁Wに伝達する伝達部材1を介して、鋼板コンクリートスラブSを鋼板コンクリート壁Wに接合する鋼板コンクリート造の接合構造において、伝達部材1は、鋼板コンクリートスラブSの鋼板6を支持する鋼板支持部材と、鋼板コンクリートスラブS内に定着される定着部材とを兼ねる状態で、鋼板コンクリート壁Wにおける鋼板コンクリートスラブSとの接合部位に備えられる単一の鋼材で構成されている。【選択図】図1</description><language>eng ; jpn</language><subject>BUILDING ; CEILINGS ; FIXED CONSTRUCTIONS ; FLOORS ; GENERAL BUILDING CONSTRUCTIONS ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; ROOFS ; WALLS, e.g. PARTITIONS</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&date=20230824&DB=EPODOC&CC=JP&NR=2023117629A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76290</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20230824&DB=EPODOC&CC=JP&NR=2023117629A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>TOKUNAGA SHOJI</creatorcontrib><creatorcontrib>EHARA YUSUKE</creatorcontrib><title>JUNCTION STRUCTURE OF STEEL PLATE CONCRETE</title><description>To make it possible to join a steel plate concrete wall and a steel plate concrete slab in a state where shear forces of an off-plate direction and an in-plane direction of the steel plate concrete slab can be transmitted to the steel plate concrete wall while improving workability by rationalization of a junction structure between the steel plate concrete wall and the steel plate concrete slab.SOLUTION: The steel plate concrete junction structure joins a steel plate concrete slab S to a steel plate concrete wall W through a transmission member 1 transmitting shear forces of an off-plate direction and an in-plane direction of the steel plate concrete slab S to the steel plate concrete wall W. The transmission member 1 comprises one steel material provided at a bonding portion with the steel plate concrete slab S on the steel plate concrete wall W in a state where a steel plate support member supporting a steel plate 6 of the steel plate concrete slab S and an anchorage member anchored within the steel plate concrete slab S are combined.SELECTED DRAWING: Figure 1
【課題】鋼板コンクリート壁と鋼板コンクリートスラブとの接合構造の合理化による施工性の向上を図りながら、鋼板コンクリート壁と鋼板コンクリートスラブとを、鋼板コンクリートスラブの面外方向及び面内方向のせん断力を鋼板コンクリート壁に伝達可能な状態で接合できるようにする。【解決手段】鋼板コンクリートスラブSの面外方向及び面内方向のせん断力を鋼板コンクリート壁Wに伝達する伝達部材1を介して、鋼板コンクリートスラブSを鋼板コンクリート壁Wに接合する鋼板コンクリート造の接合構造において、伝達部材1は、鋼板コンクリートスラブSの鋼板6を支持する鋼板支持部材と、鋼板コンクリートスラブS内に定着される定着部材とを兼ねる状態で、鋼板コンクリート壁Wにおける鋼板コンクリートスラブSとの接合部位に備えられる単一の鋼材で構成されている。【選択図】図1</description><subject>BUILDING</subject><subject>CEILINGS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FLOORS</subject><subject>GENERAL BUILDING CONSTRUCTIONS</subject><subject>INSULATION OR OTHER PROTECTION OF BUILDINGS</subject><subject>ROOFS</subject><subject>WALLS, e.g. PARTITIONS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2023</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZNDyCvVzDvH091MIDgkKdQ4JDXJV8HcDclxdfRQCfBxDXBWc_f2cg1xDXHkYWNMSc4pTeaE0N4OSm2uIs4duakF-fGpxQWJyal5qSbxXgJGBkbGhobmZkaWjMVGKAK0xJT0</recordid><startdate>20230824</startdate><enddate>20230824</enddate><creator>TOKUNAGA SHOJI</creator><creator>EHARA YUSUKE</creator><scope>EVB</scope></search><sort><creationdate>20230824</creationdate><title>JUNCTION STRUCTURE OF STEEL PLATE CONCRETE</title><author>TOKUNAGA SHOJI ; EHARA YUSUKE</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2023117629A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; jpn</language><creationdate>2023</creationdate><topic>BUILDING</topic><topic>CEILINGS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FLOORS</topic><topic>GENERAL BUILDING CONSTRUCTIONS</topic><topic>INSULATION OR OTHER PROTECTION OF BUILDINGS</topic><topic>ROOFS</topic><topic>WALLS, e.g. PARTITIONS</topic><toplevel>online_resources</toplevel><creatorcontrib>TOKUNAGA SHOJI</creatorcontrib><creatorcontrib>EHARA YUSUKE</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>TOKUNAGA SHOJI</au><au>EHARA YUSUKE</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>JUNCTION STRUCTURE OF STEEL PLATE CONCRETE</title><date>2023-08-24</date><risdate>2023</risdate><abstract>To make it possible to join a steel plate concrete wall and a steel plate concrete slab in a state where shear forces of an off-plate direction and an in-plane direction of the steel plate concrete slab can be transmitted to the steel plate concrete wall while improving workability by rationalization of a junction structure between the steel plate concrete wall and the steel plate concrete slab.SOLUTION: The steel plate concrete junction structure joins a steel plate concrete slab S to a steel plate concrete wall W through a transmission member 1 transmitting shear forces of an off-plate direction and an in-plane direction of the steel plate concrete slab S to the steel plate concrete wall W. The transmission member 1 comprises one steel material provided at a bonding portion with the steel plate concrete slab S on the steel plate concrete wall W in a state where a steel plate support member supporting a steel plate 6 of the steel plate concrete slab S and an anchorage member anchored within the steel plate concrete slab S are combined.SELECTED DRAWING: Figure 1
【課題】鋼板コンクリート壁と鋼板コンクリートスラブとの接合構造の合理化による施工性の向上を図りながら、鋼板コンクリート壁と鋼板コンクリートスラブとを、鋼板コンクリートスラブの面外方向及び面内方向のせん断力を鋼板コンクリート壁に伝達可能な状態で接合できるようにする。【解決手段】鋼板コンクリートスラブSの面外方向及び面内方向のせん断力を鋼板コンクリート壁Wに伝達する伝達部材1を介して、鋼板コンクリートスラブSを鋼板コンクリート壁Wに接合する鋼板コンクリート造の接合構造において、伝達部材1は、鋼板コンクリートスラブSの鋼板6を支持する鋼板支持部材と、鋼板コンクリートスラブS内に定着される定着部材とを兼ねる状態で、鋼板コンクリート壁Wにおける鋼板コンクリートスラブSとの接合部位に備えられる単一の鋼材で構成されている。【選択図】図1</abstract><oa>free_for_read</oa></addata></record> |
fulltext | fulltext_linktorsrc |
identifier | |
ispartof | |
issn | |
language | eng ; jpn |
recordid | cdi_epo_espacenet_JP2023117629A |
source | esp@cenet |
subjects | BUILDING CEILINGS FIXED CONSTRUCTIONS FLOORS GENERAL BUILDING CONSTRUCTIONS INSULATION OR OTHER PROTECTION OF BUILDINGS ROOFS WALLS, e.g. PARTITIONS |
title | JUNCTION STRUCTURE OF STEEL PLATE CONCRETE |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-30T14%3A01%3A13IST&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=TOKUNAGA%20SHOJI&rft.date=2023-08-24&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3EJP2023117629A%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 |