UNDERGROUND CONTINUOUS WALL AND FOUNDATION STRUCTURE
To provide an underground continuous wall and a foundation structure capable of being constructed without excessive design and capable of improving construction efficiency.SOLUTION: In an underground continuous wall 1 in which a preceding element 2 and a following element 3 of reinforced concrete co...
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| creator | ABE KAZUSHIGE MANO HIDEYUKI OKADA KOICHI |
| description | To provide an underground continuous wall and a foundation structure capable of being constructed without excessive design and capable of improving construction efficiency.SOLUTION: In an underground continuous wall 1 in which a preceding element 2 and a following element 3 of reinforced concrete construction are provided so as to be adjacent to each other, an isolating material 41 is arranged in a boundary portion 40 of the preceding element and the following element, and a preceding reinforcement 20 arranged in the preceding element is not overlapped with a following reinforcement 30 arranged in the following element.SELECTED DRAWING: Figure 1
【課題】過剰な設計をすることなく構築できるとともに、施工効率を向上することができる地中連続壁および基礎構造を提供する。【解決手段】鉄筋コンクリート造の先行エレメント２と後行エレメント３とが隣接して設けられる地中連続壁１において、先行エレメントと後行エレメントとの境界部４０に縁切り材４１が配設されており、先行エレメントに配設される先行鉄筋２０と、後行エレメントに配設される後行鉄筋３０と、が重なっていない。【選択図】図１ |
| format | Patent |
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【課題】過剰な設計をすることなく構築できるとともに、施工効率を向上することができる地中連続壁および基礎構造を提供する。【解決手段】鉄筋コンクリート造の先行エレメント２と後行エレメント３とが隣接して設けられる地中連続壁１において、先行エレメントと後行エレメントとの境界部４０に縁切り材４１が配設されており、先行エレメントに配設される先行鉄筋２０と、後行エレメントに配設される後行鉄筋３０と、が重なっていない。【選択図】図１</description><language>eng ; jpn</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</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=20220929&DB=EPODOC&CC=JP&NR=2022141369A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20220929&DB=EPODOC&CC=JP&NR=2022141369A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ABE KAZUSHIGE</creatorcontrib><creatorcontrib>MANO HIDEYUKI</creatorcontrib><creatorcontrib>OKADA KOICHI</creatorcontrib><title>UNDERGROUND CONTINUOUS WALL AND FOUNDATION STRUCTURE</title><description>To provide an underground continuous wall and a foundation structure capable of being constructed without excessive design and capable of improving construction efficiency.SOLUTION: In an underground continuous wall 1 in which a preceding element 2 and a following element 3 of reinforced concrete construction are provided so as to be adjacent to each other, an isolating material 41 is arranged in a boundary portion 40 of the preceding element and the following element, and a preceding reinforcement 20 arranged in the preceding element is not overlapped with a following reinforcement 30 arranged in the following element.SELECTED DRAWING: Figure 1
【課題】過剰な設計をすることなく構築できるとともに、施工効率を向上することができる地中連続壁および基礎構造を提供する。【解決手段】鉄筋コンクリート造の先行エレメント２と後行エレメント３とが隣接して設けられる地中連続壁１において、先行エレメントと後行エレメントとの境界部４０に縁切り材４１が配設されており、先行エレメントに配設される先行鉄筋２０と、後行エレメントに配設される後行鉄筋３０と、が重なっていない。【選択図】図１</description><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2022</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZDAJ9XNxDXIP8gfSCs7-fiGefqH-ocEK4Y4-PgqOQDE3kIxjiKe_n0JwSFCoc0hokCsPA2taYk5xKi-U5mZQcnMNcfbQTS3Ij08tLkhMTs1LLYn3CjAyMDIyNDE0NrN0NCZKEQBTmSha</recordid><startdate>20220929</startdate><enddate>20220929</enddate><creator>ABE KAZUSHIGE</creator><creator>MANO HIDEYUKI</creator><creator>OKADA KOICHI</creator><scope>EVB</scope></search><sort><creationdate>20220929</creationdate><title>UNDERGROUND CONTINUOUS WALL AND FOUNDATION STRUCTURE</title><author>ABE KAZUSHIGE ; MANO HIDEYUKI ; OKADA KOICHI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2022141369A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; jpn</language><creationdate>2022</creationdate><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>ABE KAZUSHIGE</creatorcontrib><creatorcontrib>MANO HIDEYUKI</creatorcontrib><creatorcontrib>OKADA KOICHI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>ABE KAZUSHIGE</au><au>MANO HIDEYUKI</au><au>OKADA KOICHI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>UNDERGROUND CONTINUOUS WALL AND FOUNDATION STRUCTURE</title><date>2022-09-29</date><risdate>2022</risdate><abstract>To provide an underground continuous wall and a foundation structure capable of being constructed without excessive design and capable of improving construction efficiency.SOLUTION: In an underground continuous wall 1 in which a preceding element 2 and a following element 3 of reinforced concrete construction are provided so as to be adjacent to each other, an isolating material 41 is arranged in a boundary portion 40 of the preceding element and the following element, and a preceding reinforcement 20 arranged in the preceding element is not overlapped with a following reinforcement 30 arranged in the following element.SELECTED DRAWING: Figure 1
【課題】過剰な設計をすることなく構築できるとともに、施工効率を向上することができる地中連続壁および基礎構造を提供する。【解決手段】鉄筋コンクリート造の先行エレメント２と後行エレメント３とが隣接して設けられる地中連続壁１において、先行エレメントと後行エレメントとの境界部４０に縁切り材４１が配設されており、先行エレメントに配設される先行鉄筋２０と、後行エレメントに配設される後行鉄筋３０と、が重なっていない。【選択図】図１</abstract><oa>free_for_read</oa></addata></record> |
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| language | eng ; jpn |
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| subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | UNDERGROUND CONTINUOUS WALL AND FOUNDATION STRUCTURE |
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