JOINT STRUCTURE BETWEEN CAST-IN-PLACE PILE AND FLOOR PLATE
To provide a joint structure between a cast-in-place pile and a floor plate capable of securing high earthquake resistance as suppressing cost increase.SOLUTION: A typical configuration of a joint structure (joint structure 100) between a cast-in-place pile and a floor plate is a joint structure bet...
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 | TAKAMATSU SUSUMU KURUSU HIROYUKI MORI YOSHIKI |
| description | To provide a joint structure between a cast-in-place pile and a floor plate capable of securing high earthquake resistance as suppressing cost increase.SOLUTION: A typical configuration of a joint structure (joint structure 100) between a cast-in-place pile and a floor plate is a joint structure between a cast-in-place pile 110 and a floor plate 120 configured to connect the concrete floor plate 120 on the cast-in-place pile 110. A main reinforcement bar 112 in the cast-in-place pile 110 extends above the floor plate 120, and in the floor plate 120, the main reinforcement bar 112 is not fixed with concrete of the floor plate 120. An upper end of the main reinforcement bar 112 is secured with an anchoring plate 130 on an upper side of the floor plate 120.SELECTED DRAWING: Figure 1
【課題】コストの増大を抑制しつつ、高い耐震性を確保することが可能な場所打ち杭と床板の接合構造を提供する。【解決手段】場所打ち杭と床板の接合構造（接合構造１００）の代表的な構成は、場所打ち杭１１０の上にコンクリート製の床板１２０を接合する場所打ち杭１１０と床板１２０の接合構造であって、場所打ち杭１１０の主鉄筋１１２は、床板１２０の上方まで伸びていて、床板１２０内において主鉄筋１１２と床板１２０のコンクリートを非定着とし、床板１２０の上側で主鉄筋１１２の上端を定着板１３０で固定することを特徴とする。【選択図】図１ |
| format | Patent |
| fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_JP2020037787A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>JP2020037787A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_JP2020037787A3</originalsourceid><addsrcrecordid>eNrjZLDy8vf0C1EIDgkKdQ4JDXJVcHINCXd19VNwdgwO0fX00w3wcXR2VQjw9HFVcPRzUXDz8fcPUgAKhrjyMLCmJeYUp_JCaW4GJTfXEGcP3dSC_PjU4oLE5NS81JJ4rwAjAyMDA2NzcwtzR2OiFAEA-mgpUg</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>JOINT STRUCTURE BETWEEN CAST-IN-PLACE PILE AND FLOOR PLATE</title><source>esp@cenet</source><creator>TAKAMATSU SUSUMU ; KURUSU HIROYUKI ; MORI YOSHIKI</creator><creatorcontrib>TAKAMATSU SUSUMU ; KURUSU HIROYUKI ; MORI YOSHIKI</creatorcontrib><description>To provide a joint structure between a cast-in-place pile and a floor plate capable of securing high earthquake resistance as suppressing cost increase.SOLUTION: A typical configuration of a joint structure (joint structure 100) between a cast-in-place pile and a floor plate is a joint structure between a cast-in-place pile 110 and a floor plate 120 configured to connect the concrete floor plate 120 on the cast-in-place pile 110. A main reinforcement bar 112 in the cast-in-place pile 110 extends above the floor plate 120, and in the floor plate 120, the main reinforcement bar 112 is not fixed with concrete of the floor plate 120. An upper end of the main reinforcement bar 112 is secured with an anchoring plate 130 on an upper side of the floor plate 120.SELECTED DRAWING: Figure 1
【課題】コストの増大を抑制しつつ、高い耐震性を確保することが可能な場所打ち杭と床板の接合構造を提供する。【解決手段】場所打ち杭と床板の接合構造（接合構造１００）の代表的な構成は、場所打ち杭１１０の上にコンクリート製の床板１２０を接合する場所打ち杭１１０と床板１２０の接合構造であって、場所打ち杭１１０の主鉄筋１１２は、床板１２０の上方まで伸びていて、床板１２０内において主鉄筋１１２と床板１２０のコンクリートを非定着とし、床板１２０の上側で主鉄筋１１２の上端を定着板１３０で固定することを特徴とする。【選択図】図１</description><language>eng ; jpn</language><subject>BUILDING ; CEILINGS ; EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FLOORS ; FOUNDATIONS ; GENERAL BUILDING CONSTRUCTIONS ; HYDRAULIC ENGINEERING ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; ROOFS ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES ; WALLS, e.g. PARTITIONS</subject><creationdate>2020</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=20200312&DB=EPODOC&CC=JP&NR=2020037787A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76289</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20200312&DB=EPODOC&CC=JP&NR=2020037787A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>TAKAMATSU SUSUMU</creatorcontrib><creatorcontrib>KURUSU HIROYUKI</creatorcontrib><creatorcontrib>MORI YOSHIKI</creatorcontrib><title>JOINT STRUCTURE BETWEEN CAST-IN-PLACE PILE AND FLOOR PLATE</title><description>To provide a joint structure between a cast-in-place pile and a floor plate capable of securing high earthquake resistance as suppressing cost increase.SOLUTION: A typical configuration of a joint structure (joint structure 100) between a cast-in-place pile and a floor plate is a joint structure between a cast-in-place pile 110 and a floor plate 120 configured to connect the concrete floor plate 120 on the cast-in-place pile 110. A main reinforcement bar 112 in the cast-in-place pile 110 extends above the floor plate 120, and in the floor plate 120, the main reinforcement bar 112 is not fixed with concrete of the floor plate 120. An upper end of the main reinforcement bar 112 is secured with an anchoring plate 130 on an upper side of the floor plate 120.SELECTED DRAWING: Figure 1
【課題】コストの増大を抑制しつつ、高い耐震性を確保することが可能な場所打ち杭と床板の接合構造を提供する。【解決手段】場所打ち杭と床板の接合構造（接合構造１００）の代表的な構成は、場所打ち杭１１０の上にコンクリート製の床板１２０を接合する場所打ち杭１１０と床板１２０の接合構造であって、場所打ち杭１１０の主鉄筋１１２は、床板１２０の上方まで伸びていて、床板１２０内において主鉄筋１１２と床板１２０のコンクリートを非定着とし、床板１２０の上側で主鉄筋１１２の上端を定着板１３０で固定することを特徴とする。【選択図】図１</description><subject>BUILDING</subject><subject>CEILINGS</subject><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FLOORS</subject><subject>FOUNDATIONS</subject><subject>GENERAL BUILDING CONSTRUCTIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>INSULATION OR OTHER PROTECTION OF BUILDINGS</subject><subject>ROOFS</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><subject>WALLS, e.g. PARTITIONS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2020</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZLDy8vf0C1EIDgkKdQ4JDXJVcHINCXd19VNwdgwO0fX00w3wcXR2VQjw9HFVcPRzUXDz8fcPUgAKhrjyMLCmJeYUp_JCaW4GJTfXEGcP3dSC_PjU4oLE5NS81JJ4rwAjAyMDA2NzcwtzR2OiFAEA-mgpUg</recordid><startdate>20200312</startdate><enddate>20200312</enddate><creator>TAKAMATSU SUSUMU</creator><creator>KURUSU HIROYUKI</creator><creator>MORI YOSHIKI</creator><scope>EVB</scope></search><sort><creationdate>20200312</creationdate><title>JOINT STRUCTURE BETWEEN CAST-IN-PLACE PILE AND FLOOR PLATE</title><author>TAKAMATSU SUSUMU ; KURUSU HIROYUKI ; MORI YOSHIKI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2020037787A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; jpn</language><creationdate>2020</creationdate><topic>BUILDING</topic><topic>CEILINGS</topic><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FLOORS</topic><topic>FOUNDATIONS</topic><topic>GENERAL BUILDING CONSTRUCTIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>INSULATION OR OTHER PROTECTION OF BUILDINGS</topic><topic>ROOFS</topic><topic>SOIL SHIFTING</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><topic>WALLS, e.g. PARTITIONS</topic><toplevel>online_resources</toplevel><creatorcontrib>TAKAMATSU SUSUMU</creatorcontrib><creatorcontrib>KURUSU HIROYUKI</creatorcontrib><creatorcontrib>MORI YOSHIKI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>TAKAMATSU SUSUMU</au><au>KURUSU HIROYUKI</au><au>MORI YOSHIKI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>JOINT STRUCTURE BETWEEN CAST-IN-PLACE PILE AND FLOOR PLATE</title><date>2020-03-12</date><risdate>2020</risdate><abstract>To provide a joint structure between a cast-in-place pile and a floor plate capable of securing high earthquake resistance as suppressing cost increase.SOLUTION: A typical configuration of a joint structure (joint structure 100) between a cast-in-place pile and a floor plate is a joint structure between a cast-in-place pile 110 and a floor plate 120 configured to connect the concrete floor plate 120 on the cast-in-place pile 110. A main reinforcement bar 112 in the cast-in-place pile 110 extends above the floor plate 120, and in the floor plate 120, the main reinforcement bar 112 is not fixed with concrete of the floor plate 120. An upper end of the main reinforcement bar 112 is secured with an anchoring plate 130 on an upper side of the floor plate 120.SELECTED DRAWING: Figure 1
【課題】コストの増大を抑制しつつ、高い耐震性を確保することが可能な場所打ち杭と床板の接合構造を提供する。【解決手段】場所打ち杭と床板の接合構造（接合構造１００）の代表的な構成は、場所打ち杭１１０の上にコンクリート製の床板１２０を接合する場所打ち杭１１０と床板１２０の接合構造であって、場所打ち杭１１０の主鉄筋１１２は、床板１２０の上方まで伸びていて、床板１２０内において主鉄筋１１２と床板１２０のコンクリートを非定着とし、床板１２０の上側で主鉄筋１１２の上端を定着板１３０で固定することを特徴とする。【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_JP2020037787A |
| source | esp@cenet |
| subjects | BUILDING CEILINGS EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FLOORS FOUNDATIONS GENERAL BUILDING CONSTRUCTIONS HYDRAULIC ENGINEERING INSULATION OR OTHER PROTECTION OF BUILDINGS ROOFS SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES WALLS, e.g. PARTITIONS |
| title | JOINT STRUCTURE BETWEEN CAST-IN-PLACE PILE AND FLOOR PLATE |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-05T12%3A29%3A22IST&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=TAKAMATSU%20SUSUMU&rft.date=2020-03-12&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3EJP2020037787A%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 |