JPH05295731

PURPOSE:To generate a sufficient tip supporting force with a steel pipe pile with rotary penetration having a large dia. over 600mm. CONSTITUTION:The ground 1 in the position where a pile is to be installed, is in advance excavated to near the setting depth specified, and cement powder is injected t...

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Hauptverfasser:	OOKUBO HIROHISA, HASHIMOTO OSAMI, MIZUTANI TASAKU
Format:	Patent
Sprache:	eng
Schlagworte:	EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES
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creator	OOKUBO HIROHISA HASHIMOTO OSAMI MIZUTANI TASAKU
description	PURPOSE:To generate a sufficient tip supporting force with a steel pipe pile with rotary penetration having a large dia. over 600mm. CONSTITUTION:The ground 1 in the position where a pile is to be installed, is in advance excavated to near the setting depth specified, and cement powder is injected to the area around where setting foremost is planned, and then a rotarily penetrating steel pipe pile 5 is driven to the setting depth. Thereby the cement powder is mixed with the surrounding earth and sand and the subsoil water with penetrating of the pile to generate a soil cement 6, which blocks the tip of the pile.
format	Patent
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CONSTITUTION:The ground 1 in the position where a pile is to be installed, is in advance excavated to near the setting depth specified, and cement powder is injected to the area around where setting foremost is planned, and then a rotarily penetrating steel pipe pile 5 is driven to the setting depth. Thereby the cement powder is mixed with the surrounding earth and sand and the subsoil water with penetrating of the pile to generate a soil cement 6, which blocks the tip of the pile.</description><edition>5</edition><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=19931109&DB=EPODOC&CC=JP&NR=H05295731A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25543,76293</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19931109&DB=EPODOC&CC=JP&NR=H05295731A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>OOKUBO HIROHISA</creatorcontrib><creatorcontrib>HASHIMOTO OSAMI</creatorcontrib><creatorcontrib>MIZUTANI TASAKU</creatorcontrib><title>JPH05295731</title><description>PURPOSE:To generate a sufficient tip supporting force with a steel pipe pile with rotary penetration having a large dia. over 600mm. CONSTITUTION:The ground 1 in the position where a pile is to be installed, is in advance excavated to near the setting depth specified, and cement powder is injected to the area around where setting foremost is planned, and then a rotarily penetrating steel pipe pile 5 is driven to the setting depth. Thereby the cement powder is mixed with the surrounding earth and sand and the subsoil water with penetrating of the pile to generate a soil cement 6, which blocks the tip of the pile.</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>1993</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZOD2CvAwMDWyNDU3NuRhYE1LzClO5YXS3AyKbq4hzh66qQX58anFBYnJqXmpJfFIOhyNiVEDAD_NG7Y</recordid><startdate>19931109</startdate><enddate>19931109</enddate><creator>OOKUBO HIROHISA</creator><creator>HASHIMOTO OSAMI</creator><creator>MIZUTANI TASAKU</creator><scope>EVB</scope></search><sort><creationdate>19931109</creationdate><title>JPH05295731</title><author>OOKUBO HIROHISA ; HASHIMOTO OSAMI ; MIZUTANI TASAKU</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPH05295731A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1993</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>OOKUBO HIROHISA</creatorcontrib><creatorcontrib>HASHIMOTO OSAMI</creatorcontrib><creatorcontrib>MIZUTANI TASAKU</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>OOKUBO HIROHISA</au><au>HASHIMOTO OSAMI</au><au>MIZUTANI TASAKU</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>JPH05295731</title><date>1993-11-09</date><risdate>1993</risdate><abstract>PURPOSE:To generate a sufficient tip supporting force with a steel pipe pile with rotary penetration having a large dia. over 600mm. CONSTITUTION:The ground 1 in the position where a pile is to be installed, is in advance excavated to near the setting depth specified, and cement powder is injected to the area around where setting foremost is planned, and then a rotarily penetrating steel pipe pile 5 is driven to the setting depth. Thereby the cement powder is mixed with the surrounding earth and sand and the subsoil water with penetrating of the pile to generate a soil cement 6, which blocks the tip of the pile.</abstract><edition>5</edition><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	JPH05295731
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