PILE FOUNDATION STRUCTURE
To provide a technology capable of improving construction efficiency and economic efficiency while ensuring safety in a pile foundation structure including a plurality of piles, a first pile and a second pile having different configurations of pile cap joints.SOLUTION: The degree of fixation of a pi...
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| creator | TANAKA KENJI IWAI YUICHI INUYAMA TAKAHIRO TAKAYAMA HIDETOSHI TANAKA ISSEI |
| description | To provide a technology capable of improving construction efficiency and economic efficiency while ensuring safety in a pile foundation structure including a plurality of piles, a first pile and a second pile having different configurations of pile cap joints.SOLUTION: The degree of fixation of a pile cap 11 of a first pile 10 to a concrete foundation 5 at a pile cap joint 15 is set to be smaller than that of a pile cap 21 of a second pile 20 to the concrete foundation 5 at a pile cap joint 25. The pull-out resistance of the pile cap 11 of the first pile 10 against the concrete foundation 5 at the pile cap joint 15 is set to be larger than that of the pile cap 21 of the second pile 20 against the concrete foundation 5 at the pile cap joint 25.SELECTED DRAWING: Figure 1
【課題】複数の杭として杭頭接合部の構成が互いに異なる第１杭及び第２杭を備えた杭基礎構造において、安全性を確保しながら、施工性及び経済性を向上可能な技術を提供する。【解決手段】杭頭接合部１５，２５におけるコンクリート基礎５に対する杭頭１１，２１の固定度については、第１杭１０が前記第２杭２０よりも小さいものに設定されており、杭頭接合部１５，２５におけるコンクリート基礎５に対する杭頭１１，２１の引抜抵抗力については、第１杭１０が第２杭２０よりも大きいものに設定されている。【選択図】図１ |
| format | Patent |
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【課題】複数の杭として杭頭接合部の構成が互いに異なる第１杭及び第２杭を備えた杭基礎構造において、安全性を確保しながら、施工性及び経済性を向上可能な技術を提供する。【解決手段】杭頭接合部１５，２５におけるコンクリート基礎５に対する杭頭１１，２１の固定度については、第１杭１０が前記第２杭２０よりも小さいものに設定されており、杭頭接合部１５，２５におけるコンクリート基礎５に対する杭頭１１，２１の引抜抵抗力については、第１杭１０が第２杭２０よりも大きいものに設定されている。【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>2024</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=20240208&DB=EPODOC&CC=JP&NR=2024017101A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25563,76318</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20240208&DB=EPODOC&CC=JP&NR=2024017101A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>TANAKA KENJI</creatorcontrib><creatorcontrib>IWAI YUICHI</creatorcontrib><creatorcontrib>INUYAMA TAKAHIRO</creatorcontrib><creatorcontrib>TAKAYAMA HIDETOSHI</creatorcontrib><creatorcontrib>TANAKA ISSEI</creatorcontrib><title>PILE FOUNDATION STRUCTURE</title><description>To provide a technology capable of improving construction efficiency and economic efficiency while ensuring safety in a pile foundation structure including a plurality of piles, a first pile and a second pile having different configurations of pile cap joints.SOLUTION: The degree of fixation of a pile cap 11 of a first pile 10 to a concrete foundation 5 at a pile cap joint 15 is set to be smaller than that of a pile cap 21 of a second pile 20 to the concrete foundation 5 at a pile cap joint 25. The pull-out resistance of the pile cap 11 of the first pile 10 against the concrete foundation 5 at the pile cap joint 15 is set to be larger than that of the pile cap 21 of the second pile 20 against the concrete foundation 5 at the pile cap joint 25.SELECTED DRAWING: Figure 1
【課題】複数の杭として杭頭接合部の構成が互いに異なる第１杭及び第２杭を備えた杭基礎構造において、安全性を確保しながら、施工性及び経済性を向上可能な技術を提供する。【解決手段】杭頭接合部１５，２５におけるコンクリート基礎５に対する杭頭１１，２１の固定度については、第１杭１０が前記第２杭２０よりも小さいものに設定されており、杭頭接合部１５，２５におけるコンクリート基礎５に対する杭頭１１，２１の引抜抵抗力については、第１杭１０が第２杭２０よりも大きいものに設定されている。【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>2024</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZJAM8PRxVXDzD_VzcQzx9PdTCA4JCnUOCQ1y5WFgTUvMKU7lhdLcDEpuriHOHrqpBfnxqcUFicmpeakl8V4BRgZGJgaG5oYGho7GRCkCAGSuIIo</recordid><startdate>20240208</startdate><enddate>20240208</enddate><creator>TANAKA KENJI</creator><creator>IWAI YUICHI</creator><creator>INUYAMA TAKAHIRO</creator><creator>TAKAYAMA HIDETOSHI</creator><creator>TANAKA ISSEI</creator><scope>EVB</scope></search><sort><creationdate>20240208</creationdate><title>PILE FOUNDATION STRUCTURE</title><author>TANAKA KENJI ; IWAI YUICHI ; INUYAMA TAKAHIRO ; TAKAYAMA HIDETOSHI ; TANAKA ISSEI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2024017101A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; jpn</language><creationdate>2024</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>TANAKA KENJI</creatorcontrib><creatorcontrib>IWAI YUICHI</creatorcontrib><creatorcontrib>INUYAMA TAKAHIRO</creatorcontrib><creatorcontrib>TAKAYAMA HIDETOSHI</creatorcontrib><creatorcontrib>TANAKA ISSEI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>TANAKA KENJI</au><au>IWAI YUICHI</au><au>INUYAMA TAKAHIRO</au><au>TAKAYAMA HIDETOSHI</au><au>TANAKA ISSEI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>PILE FOUNDATION STRUCTURE</title><date>2024-02-08</date><risdate>2024</risdate><abstract>To provide a technology capable of improving construction efficiency and economic efficiency while ensuring safety in a pile foundation structure including a plurality of piles, a first pile and a second pile having different configurations of pile cap joints.SOLUTION: The degree of fixation of a pile cap 11 of a first pile 10 to a concrete foundation 5 at a pile cap joint 15 is set to be smaller than that of a pile cap 21 of a second pile 20 to the concrete foundation 5 at a pile cap joint 25. The pull-out resistance of the pile cap 11 of the first pile 10 against the concrete foundation 5 at the pile cap joint 15 is set to be larger than that of the pile cap 21 of the second pile 20 against the concrete foundation 5 at the pile cap joint 25.SELECTED DRAWING: Figure 1
【課題】複数の杭として杭頭接合部の構成が互いに異なる第１杭及び第２杭を備えた杭基礎構造において、安全性を確保しながら、施工性及び経済性を向上可能な技術を提供する。【解決手段】杭頭接合部１５，２５におけるコンクリート基礎５に対する杭頭１１，２１の固定度については、第１杭１０が前記第２杭２０よりも小さいものに設定されており、杭頭接合部１５，２５におけるコンクリート基礎５に対する杭頭１１，２１の引抜抵抗力については、第１杭１０が第２杭２０よりも大きいものに設定されている。【選択図】図１</abstract><oa>free_for_read</oa></addata></record> |
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| subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | PILE FOUNDATION STRUCTURE |
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