BUILDING STRUCTURE
To provide a building structure capable of uniforming vertical loads acting on piles, foundations, etc. supporting each column in lower stories, and to suppress unequal settlement of a building due to consolidation settlement of a foundation.SOLUTION: There is provided a building structure in which...
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| creator | SABURI KAZUHIRO MAEDA TATSUHIKO MAEKAWA MOTONOBU SHINOJIMA TAKASHI KOBAYASHI YUSUKE MATSUMOTO NOBUHIRO MURAKAMI TOMOKI ARITA HIROSHI KONO TAKASHI AKAZAWA SUKETAKA MATSUDA TAKUMI NISHIMURA TAKASHI MASUDA HIROYUKI |
| description | To provide a building structure capable of uniforming vertical loads acting on piles, foundations, etc. supporting each column in lower stories, and to suppress unequal settlement of a building due to consolidation settlement of a foundation.SOLUTION: There is provided a building structure in which column spans 4x and 4y of an upper level portion 4 are wider than column spans 1x and 1y of a lower level portion 1, and in an intermediate level portion C between the upper level portion 4 and the lower level portion 1, a plurality of load distributing columns P are provided to distribute a vertical load from each of columns 41 of the upper level 4 portion having relatively wider column spans to multiple locations on a lower side separated in plan view. The plurality of load distributing columns P are provided in the middle level portion C in an arrangement state where the vertical load transferred to each of columns 11 of the lower level portion 1 having relatively narrow column spans are equal or nearly equal.SELECTED DRAWING: Figure 2
【課題】下層階の各柱を支持する杭や基礎等に作用する鉛直荷重の均一化を図り、地盤の圧密沈下による建物の不同沈下を抑制することのできる建物構造を提供する。【解決手段】上層部４の柱スパン４ｘ，４ｙが下層部１の柱スパン１ｘ，１ｙよりも広く構成される建物構造であって、上層部４と下層部１との間の中間層部Ｃには、柱スパンが相対的に広い上層部４の柱４１の各々からの鉛直荷重を平面視で離れた下方側の複数箇所に分配する複数の荷重分配柱Ｐが備えられ、複数の荷重分配柱Ｐが、柱スパンが相対的に狭い下層部１の柱１１の各々に伝達される鉛直荷重が均等又は略均等となる配置状態で中間層部Ｃに備えられる。【選択図】図２ |
| format | Patent |
| fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_JP2022106048A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>JP2022106048A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_JP2022106048A3</originalsourceid><addsrcrecordid>eNrjZBByCvX0cfH0c1cIDgkKdQ4JDXLlYWBNS8wpTuWF0twMSm6uIc4euqkF-fGpxQWJyal5qSXxXgFGBkZGhgZmBiYWjsZEKQIAh9Qeng</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>BUILDING STRUCTURE</title><source>esp@cenet</source><creator>SABURI KAZUHIRO ; MAEDA TATSUHIKO ; MAEKAWA MOTONOBU ; SHINOJIMA TAKASHI ; KOBAYASHI YUSUKE ; MATSUMOTO NOBUHIRO ; MURAKAMI TOMOKI ; ARITA HIROSHI ; KONO TAKASHI ; AKAZAWA SUKETAKA ; MATSUDA TAKUMI ; NISHIMURA TAKASHI ; MASUDA HIROYUKI</creator><creatorcontrib>SABURI KAZUHIRO ; MAEDA TATSUHIKO ; MAEKAWA MOTONOBU ; SHINOJIMA TAKASHI ; KOBAYASHI YUSUKE ; MATSUMOTO NOBUHIRO ; MURAKAMI TOMOKI ; ARITA HIROSHI ; KONO TAKASHI ; AKAZAWA SUKETAKA ; MATSUDA TAKUMI ; NISHIMURA TAKASHI ; MASUDA HIROYUKI</creatorcontrib><description>To provide a building structure capable of uniforming vertical loads acting on piles, foundations, etc. supporting each column in lower stories, and to suppress unequal settlement of a building due to consolidation settlement of a foundation.SOLUTION: There is provided a building structure in which column spans 4x and 4y of an upper level portion 4 are wider than column spans 1x and 1y of a lower level portion 1, and in an intermediate level portion C between the upper level portion 4 and the lower level portion 1, a plurality of load distributing columns P are provided to distribute a vertical load from each of columns 41 of the upper level 4 portion having relatively wider column spans to multiple locations on a lower side separated in plan view. The plurality of load distributing columns P are provided in the middle level portion C in an arrangement state where the vertical load transferred to each of columns 11 of the lower level portion 1 having relatively narrow column spans are equal or nearly equal.SELECTED DRAWING: Figure 2
【課題】下層階の各柱を支持する杭や基礎等に作用する鉛直荷重の均一化を図り、地盤の圧密沈下による建物の不同沈下を抑制することのできる建物構造を提供する。【解決手段】上層部４の柱スパン４ｘ，４ｙが下層部１の柱スパン１ｘ，１ｙよりも広く構成される建物構造であって、上層部４と下層部１との間の中間層部Ｃには、柱スパンが相対的に広い上層部４の柱４１の各々からの鉛直荷重を平面視で離れた下方側の複数箇所に分配する複数の荷重分配柱Ｐが備えられ、複数の荷重分配柱Ｐが、柱スパンが相対的に狭い下層部１の柱１１の各々に伝達される鉛直荷重が均等又は略均等となる配置状態で中間層部Ｃに備えられる。【選択図】図２</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>2022</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=20220719&DB=EPODOC&CC=JP&NR=2022106048A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,778,883,25551,76302</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20220719&DB=EPODOC&CC=JP&NR=2022106048A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>SABURI KAZUHIRO</creatorcontrib><creatorcontrib>MAEDA TATSUHIKO</creatorcontrib><creatorcontrib>MAEKAWA MOTONOBU</creatorcontrib><creatorcontrib>SHINOJIMA TAKASHI</creatorcontrib><creatorcontrib>KOBAYASHI YUSUKE</creatorcontrib><creatorcontrib>MATSUMOTO NOBUHIRO</creatorcontrib><creatorcontrib>MURAKAMI TOMOKI</creatorcontrib><creatorcontrib>ARITA HIROSHI</creatorcontrib><creatorcontrib>KONO TAKASHI</creatorcontrib><creatorcontrib>AKAZAWA SUKETAKA</creatorcontrib><creatorcontrib>MATSUDA TAKUMI</creatorcontrib><creatorcontrib>NISHIMURA TAKASHI</creatorcontrib><creatorcontrib>MASUDA HIROYUKI</creatorcontrib><title>BUILDING STRUCTURE</title><description>To provide a building structure capable of uniforming vertical loads acting on piles, foundations, etc. supporting each column in lower stories, and to suppress unequal settlement of a building due to consolidation settlement of a foundation.SOLUTION: There is provided a building structure in which column spans 4x and 4y of an upper level portion 4 are wider than column spans 1x and 1y of a lower level portion 1, and in an intermediate level portion C between the upper level portion 4 and the lower level portion 1, a plurality of load distributing columns P are provided to distribute a vertical load from each of columns 41 of the upper level 4 portion having relatively wider column spans to multiple locations on a lower side separated in plan view. The plurality of load distributing columns P are provided in the middle level portion C in an arrangement state where the vertical load transferred to each of columns 11 of the lower level portion 1 having relatively narrow column spans are equal or nearly equal.SELECTED DRAWING: Figure 2
【課題】下層階の各柱を支持する杭や基礎等に作用する鉛直荷重の均一化を図り、地盤の圧密沈下による建物の不同沈下を抑制することのできる建物構造を提供する。【解決手段】上層部４の柱スパン４ｘ，４ｙが下層部１の柱スパン１ｘ，１ｙよりも広く構成される建物構造であって、上層部４と下層部１との間の中間層部Ｃには、柱スパンが相対的に広い上層部４の柱４１の各々からの鉛直荷重を平面視で離れた下方側の複数箇所に分配する複数の荷重分配柱Ｐが備えられ、複数の荷重分配柱Ｐが、柱スパンが相対的に狭い下層部１の柱１１の各々に伝達される鉛直荷重が均等又は略均等となる配置状態で中間層部Ｃに備えられる。【選択図】図２</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>2022</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZBByCvX0cfH0c1cIDgkKdQ4JDXLlYWBNS8wpTuWF0twMSm6uIc4euqkF-fGpxQWJyal5qSXxXgFGBkZGhgZmBiYWjsZEKQIAh9Qeng</recordid><startdate>20220719</startdate><enddate>20220719</enddate><creator>SABURI KAZUHIRO</creator><creator>MAEDA TATSUHIKO</creator><creator>MAEKAWA MOTONOBU</creator><creator>SHINOJIMA TAKASHI</creator><creator>KOBAYASHI YUSUKE</creator><creator>MATSUMOTO NOBUHIRO</creator><creator>MURAKAMI TOMOKI</creator><creator>ARITA HIROSHI</creator><creator>KONO TAKASHI</creator><creator>AKAZAWA SUKETAKA</creator><creator>MATSUDA TAKUMI</creator><creator>NISHIMURA TAKASHI</creator><creator>MASUDA HIROYUKI</creator><scope>EVB</scope></search><sort><creationdate>20220719</creationdate><title>BUILDING STRUCTURE</title><author>SABURI KAZUHIRO ; MAEDA TATSUHIKO ; MAEKAWA MOTONOBU ; SHINOJIMA TAKASHI ; KOBAYASHI YUSUKE ; MATSUMOTO NOBUHIRO ; MURAKAMI TOMOKI ; ARITA HIROSHI ; KONO TAKASHI ; AKAZAWA SUKETAKA ; MATSUDA TAKUMI ; NISHIMURA TAKASHI ; MASUDA HIROYUKI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2022106048A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; jpn</language><creationdate>2022</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>SABURI KAZUHIRO</creatorcontrib><creatorcontrib>MAEDA TATSUHIKO</creatorcontrib><creatorcontrib>MAEKAWA MOTONOBU</creatorcontrib><creatorcontrib>SHINOJIMA TAKASHI</creatorcontrib><creatorcontrib>KOBAYASHI YUSUKE</creatorcontrib><creatorcontrib>MATSUMOTO NOBUHIRO</creatorcontrib><creatorcontrib>MURAKAMI TOMOKI</creatorcontrib><creatorcontrib>ARITA HIROSHI</creatorcontrib><creatorcontrib>KONO TAKASHI</creatorcontrib><creatorcontrib>AKAZAWA SUKETAKA</creatorcontrib><creatorcontrib>MATSUDA TAKUMI</creatorcontrib><creatorcontrib>NISHIMURA TAKASHI</creatorcontrib><creatorcontrib>MASUDA HIROYUKI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>SABURI KAZUHIRO</au><au>MAEDA TATSUHIKO</au><au>MAEKAWA MOTONOBU</au><au>SHINOJIMA TAKASHI</au><au>KOBAYASHI YUSUKE</au><au>MATSUMOTO NOBUHIRO</au><au>MURAKAMI TOMOKI</au><au>ARITA HIROSHI</au><au>KONO TAKASHI</au><au>AKAZAWA SUKETAKA</au><au>MATSUDA TAKUMI</au><au>NISHIMURA TAKASHI</au><au>MASUDA HIROYUKI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>BUILDING STRUCTURE</title><date>2022-07-19</date><risdate>2022</risdate><abstract>To provide a building structure capable of uniforming vertical loads acting on piles, foundations, etc. supporting each column in lower stories, and to suppress unequal settlement of a building due to consolidation settlement of a foundation.SOLUTION: There is provided a building structure in which column spans 4x and 4y of an upper level portion 4 are wider than column spans 1x and 1y of a lower level portion 1, and in an intermediate level portion C between the upper level portion 4 and the lower level portion 1, a plurality of load distributing columns P are provided to distribute a vertical load from each of columns 41 of the upper level 4 portion having relatively wider column spans to multiple locations on a lower side separated in plan view. The plurality of load distributing columns P are provided in the middle level portion C in an arrangement state where the vertical load transferred to each of columns 11 of the lower level portion 1 having relatively narrow column spans are equal or nearly equal.SELECTED DRAWING: Figure 2
【課題】下層階の各柱を支持する杭や基礎等に作用する鉛直荷重の均一化を図り、地盤の圧密沈下による建物の不同沈下を抑制することのできる建物構造を提供する。【解決手段】上層部４の柱スパン４ｘ，４ｙが下層部１の柱スパン１ｘ，１ｙよりも広く構成される建物構造であって、上層部４と下層部１との間の中間層部Ｃには、柱スパンが相対的に広い上層部４の柱４１の各々からの鉛直荷重を平面視で離れた下方側の複数箇所に分配する複数の荷重分配柱Ｐが備えられ、複数の荷重分配柱Ｐが、柱スパンが相対的に狭い下層部１の柱１１の各々に伝達される鉛直荷重が均等又は略均等となる配置状態で中間層部Ｃに備えられる。【選択図】図２</abstract><oa>free_for_read</oa></addata></record> |
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| subjects | BUILDING CEILINGS FIXED CONSTRUCTIONS FLOORS GENERAL BUILDING CONSTRUCTIONS INSULATION OR OTHER PROTECTION OF BUILDINGS ROOFS WALLS, e.g. PARTITIONS |
| title | BUILDING STRUCTURE |
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