SOIL RETENTION WALL CONSTRUCTION METHOD
To provide a strong soil retention wall to cutoff water for a pond and like in a mountain by combining H-shaped steel piles and the steel pipe piles.SOLUTION: A method according to the present invention comprises steps of installing an H-shaped steel pile 2 (2a) and burying it down to a determined p...
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| creator | KOMIYA YUUGO |
| description | To provide a strong soil retention wall to cutoff water for a pond and like in a mountain by combining H-shaped steel piles and the steel pipe piles.SOLUTION: A method according to the present invention comprises steps of installing an H-shaped steel pile 2 (2a) and burying it down to a determined position in the ground using an installation device 1 having the function of installing an object by a weight impacting method; installing a steel pipe pile 3(3a) at a position generally adjacent to the H-shaped steel pile 2a; further, installing another H-shaped steel pile 2 (2b) at a position on the opposite side to the H-shaped steel pile 2 and generally adjacent to the steel pipe pile 3a and subsequently installing another steel pipe pile 3 (3b); and repeatedly and alternatively installing the steel pipe piles 2 and the H-shaped steel piles 3, to construct a retention wall 9 by combining the H-shaped steel piles and the steel pipe piles at the determined position of the ground.SELECTED DRAWING: Figure 1
【課題】 山中に存在するため池等における止水の目的で、鋼管杭とＨ形鋼杭を組み合わせるなどして強固な山留壁を形成する方法を提供することを目的としている。【解決手段】 本発明による方法は、重錘を打撃する方法により対象物を打設する機能を有する打設装置１を用いて、Ｈ形鋼杭２（２ａ）を建て込み、地中の所望の位置まで埋設し、Ｈ形鋼杭２ａに略接する位置に鋼管杭３（３ａ）を打設し、さらに鋼管杭３ａに略接する位置でＨ形鋼杭２とは反対側の位置にＨ形鋼杭２（２ｂ）、さらには鋼管杭３（３ｂ）を打設し、この鋼管杭２とＨ形鋼杭３との交互の打設を繰り返し、地中の所望の位置にＨ形鋼杭と鋼管杭を組み合わせて山留壁９を形成したものである。【選択図】図１ |
| format | Patent |
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【課題】 山中に存在するため池等における止水の目的で、鋼管杭とＨ形鋼杭を組み合わせるなどして強固な山留壁を形成する方法を提供することを目的としている。【解決手段】 本発明による方法は、重錘を打撃する方法により対象物を打設する機能を有する打設装置１を用いて、Ｈ形鋼杭２（２ａ）を建て込み、地中の所望の位置まで埋設し、Ｈ形鋼杭２ａに略接する位置に鋼管杭３（３ａ）を打設し、さらに鋼管杭３ａに略接する位置でＨ形鋼杭２とは反対側の位置にＨ形鋼杭２（２ｂ）、さらには鋼管杭３（３ｂ）を打設し、この鋼管杭２とＨ形鋼杭３との交互の打設を繰り返し、地中の所望の位置にＨ形鋼杭と鋼管杭を組み合わせて山留壁９を形成したものである。【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>2021</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=20211101&DB=EPODOC&CC=JP&NR=2021173011A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76516</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20211101&DB=EPODOC&CC=JP&NR=2021173011A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>KOMIYA YUUGO</creatorcontrib><title>SOIL RETENTION WALL CONSTRUCTION METHOD</title><description>To provide a strong soil retention wall to cutoff water for a pond and like in a mountain by combining H-shaped steel piles and the steel pipe piles.SOLUTION: A method according to the present invention comprises steps of installing an H-shaped steel pile 2 (2a) and burying it down to a determined position in the ground using an installation device 1 having the function of installing an object by a weight impacting method; installing a steel pipe pile 3(3a) at a position generally adjacent to the H-shaped steel pile 2a; further, installing another H-shaped steel pile 2 (2b) at a position on the opposite side to the H-shaped steel pile 2 and generally adjacent to the steel pipe pile 3a and subsequently installing another steel pipe pile 3 (3b); and repeatedly and alternatively installing the steel pipe piles 2 and the H-shaped steel piles 3, to construct a retention wall 9 by combining the H-shaped steel piles and the steel pipe piles at the determined position of the ground.SELECTED DRAWING: Figure 1
【課題】 山中に存在するため池等における止水の目的で、鋼管杭とＨ形鋼杭を組み合わせるなどして強固な山留壁を形成する方法を提供することを目的としている。【解決手段】 本発明による方法は、重錘を打撃する方法により対象物を打設する機能を有する打設装置１を用いて、Ｈ形鋼杭２（２ａ）を建て込み、地中の所望の位置まで埋設し、Ｈ形鋼杭２ａに略接する位置に鋼管杭３（３ａ）を打設し、さらに鋼管杭３ａに略接する位置でＨ形鋼杭２とは反対側の位置にＨ形鋼杭２（２ｂ）、さらには鋼管杭３（３ｂ）を打設し、この鋼管杭２とＨ形鋼杭３との交互の打設を繰り返し、地中の所望の位置にＨ形鋼杭と鋼管杭を組み合わせて山留壁９を形成したものである。【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>2021</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZFAP9vf0UQhyDXH1C_H091MId_TxUXD29wsOCQp1Bov4uoZ4-LvwMLCmJeYUp_JCaW4GJTfXEGcP3dSC_PjU4oLE5NS81JJ4rwAjAyNDQ3NjA0NDR2OiFAEASQEkcQ</recordid><startdate>20211101</startdate><enddate>20211101</enddate><creator>KOMIYA YUUGO</creator><scope>EVB</scope></search><sort><creationdate>20211101</creationdate><title>SOIL RETENTION WALL CONSTRUCTION METHOD</title><author>KOMIYA YUUGO</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2021173011A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; jpn</language><creationdate>2021</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>KOMIYA YUUGO</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>KOMIYA YUUGO</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>SOIL RETENTION WALL CONSTRUCTION METHOD</title><date>2021-11-01</date><risdate>2021</risdate><abstract>To provide a strong soil retention wall to cutoff water for a pond and like in a mountain by combining H-shaped steel piles and the steel pipe piles.SOLUTION: A method according to the present invention comprises steps of installing an H-shaped steel pile 2 (2a) and burying it down to a determined position in the ground using an installation device 1 having the function of installing an object by a weight impacting method; installing a steel pipe pile 3(3a) at a position generally adjacent to the H-shaped steel pile 2a; further, installing another H-shaped steel pile 2 (2b) at a position on the opposite side to the H-shaped steel pile 2 and generally adjacent to the steel pipe pile 3a and subsequently installing another steel pipe pile 3 (3b); and repeatedly and alternatively installing the steel pipe piles 2 and the H-shaped steel piles 3, to construct a retention wall 9 by combining the H-shaped steel piles and the steel pipe piles at the determined position of the ground.SELECTED DRAWING: Figure 1
【課題】 山中に存在するため池等における止水の目的で、鋼管杭とＨ形鋼杭を組み合わせるなどして強固な山留壁を形成する方法を提供することを目的としている。【解決手段】 本発明による方法は、重錘を打撃する方法により対象物を打設する機能を有する打設装置１を用いて、Ｈ形鋼杭２（２ａ）を建て込み、地中の所望の位置まで埋設し、Ｈ形鋼杭２ａに略接する位置に鋼管杭３（３ａ）を打設し、さらに鋼管杭３ａに略接する位置でＨ形鋼杭２とは反対側の位置にＨ形鋼杭２（２ｂ）、さらには鋼管杭３（３ｂ）を打設し、この鋼管杭２とＨ形鋼杭３との交互の打設を繰り返し、地中の所望の位置にＨ形鋼杭と鋼管杭を組み合わせて山留壁９を形成したものである。【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 | SOIL RETENTION WALL CONSTRUCTION METHOD |
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