CONTINUOUS UNDERGROUND STEEL WALL AND CONSTRUCTION METHOD THEREOF
PURPOSE:To shorten a construction period and to reduce a construction cost by making a continuous underground wall resist in-plane shearing force as well as out of plane force to make it possible to utilize it as a permanent underground outer wall and an earthquake proof wall or a bearing wall, cont...
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| creator | OKAMOTO TATSUO SUZUKI YOSHIO MIYAKI MUNEKAZU SHIMOKOUCHI TAKAFUMI AOKI MASAMICHI KANEKO HIROFUMI SHIBATA YASUYUKI ISHII OSAMU |
| description | PURPOSE:To shorten a construction period and to reduce a construction cost by making a continuous underground wall resist in-plane shearing force as well as out of plane force to make it possible to utilize it as a permanent underground outer wall and an earthquake proof wall or a bearing wall, contributing it to builing construction of a building having a large-scale underground structural part having great depth, and reducing greatly wall thickness. CONSTITUTION:A preceding unit steel material 1 inserted into a continous soil cement column strip wall 2 consisting of a plurality of soil piles 2a in the arrangement having some laps provided thereto and a succeeding unit steel material 1' inserted into an adjacent soil cement column strip wall 2' and provided thereto are such that their butt ends are connected to each other with a slide joint 3 at least up to the cutting depth. The preceding unit steel material 1 and the succeeding unit steel material 1' are melded at the cutting side part of the slide joint 3, or a stud 4 and a reinforcing bar 5 are arranged to the cutting side part of the slide joint 3, and concrete 6 is placed to connect. |
| format | Patent |
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CONSTITUTION:A preceding unit steel material 1 inserted into a continous soil cement column strip wall 2 consisting of a plurality of soil piles 2a in the arrangement having some laps provided thereto and a succeeding unit steel material 1' inserted into an adjacent soil cement column strip wall 2' and provided thereto are such that their butt ends are connected to each other with a slide joint 3 at least up to the cutting depth. The preceding unit steel material 1 and the succeeding unit steel material 1' are melded at the cutting side part of the slide joint 3, or a stud 4 and a reinforcing bar 5 are arranged to the cutting side part of the slide joint 3, and concrete 6 is placed to connect.</description><language>eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>1993</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=19930416&DB=EPODOC&CC=JP&NR=H0593422A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,309,781,886,25569,76552</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19930416&DB=EPODOC&CC=JP&NR=H0593422A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>OKAMOTO TATSUO</creatorcontrib><creatorcontrib>SUZUKI YOSHIO</creatorcontrib><creatorcontrib>MIYAKI MUNEKAZU</creatorcontrib><creatorcontrib>SHIMOKOUCHI TAKAFUMI</creatorcontrib><creatorcontrib>AOKI MASAMICHI</creatorcontrib><creatorcontrib>KANEKO HIROFUMI</creatorcontrib><creatorcontrib>SHIBATA YASUYUKI</creatorcontrib><creatorcontrib>ISHII OSAMU</creatorcontrib><title>CONTINUOUS UNDERGROUND STEEL WALL AND CONSTRUCTION METHOD THEREOF</title><description>PURPOSE:To shorten a construction period and to reduce a construction cost by making a continuous underground wall resist in-plane shearing force as well as out of plane force to make it possible to utilize it as a permanent underground outer wall and an earthquake proof wall or a bearing wall, contributing it to builing construction of a building having a large-scale underground structural part having great depth, and reducing greatly wall thickness. CONSTITUTION:A preceding unit steel material 1 inserted into a continous soil cement column strip wall 2 consisting of a plurality of soil piles 2a in the arrangement having some laps provided thereto and a succeeding unit steel material 1' inserted into an adjacent soil cement column strip wall 2' and provided thereto are such that their butt ends are connected to each other with a slide joint 3 at least up to the cutting depth. 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CONSTITUTION:A preceding unit steel material 1 inserted into a continous soil cement column strip wall 2 consisting of a plurality of soil piles 2a in the arrangement having some laps provided thereto and a succeeding unit steel material 1' inserted into an adjacent soil cement column strip wall 2' and provided thereto are such that their butt ends are connected to each other with a slide joint 3 at least up to the cutting depth. The preceding unit steel material 1 and the succeeding unit steel material 1' are melded at the cutting side part of the slide joint 3, or a stud 4 and a reinforcing bar 5 are arranged to the cutting side part of the slide joint 3, and concrete 6 is placed to connect.</abstract><oa>free_for_read</oa></addata></record> |
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| language | eng |
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| subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | CONTINUOUS UNDERGROUND STEEL WALL AND CONSTRUCTION METHOD THEREOF |
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