STEEL PIPE PILE AND PENETRATION METHOD THEREFOR
PROBLEM TO BE SOLVED: To provide a steel pipe pile which does not disturb a bearing layer, and a penetration method for the steel pipe pile. SOLUTION: This steel pipe pile 1 penetrates the ground by being pushed or driven downward while being rotated. A protrusion 3 protruding outward is integrally...
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| creator | SATO SHINKO KANEKO TADASHI |
| description | PROBLEM TO BE SOLVED: To provide a steel pipe pile which does not disturb a bearing layer, and a penetration method for the steel pipe pile. SOLUTION: This steel pipe pile 1 penetrates the ground by being pushed or driven downward while being rotated. A protrusion 3 protruding outward is integrally provided on an outer surface in a position at a predetermined distance from a penetration-direction end of the steel pipe 2 to a back end side. The fluctuation of resistance, which acts on the steel pipe pile from the ground and which is generated because the protrusion 3 reaches the bearing layer 13 when the steel pipe pile penetrates the ground 11, is detected; and penetration is stopped in a position to detect the fluctuation of the resistance. COPYRIGHT: (C)2011,JPO&INPIT |
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SOLUTION: This steel pipe pile 1 penetrates the ground by being pushed or driven downward while being rotated. A protrusion 3 protruding outward is integrally provided on an outer surface in a position at a predetermined distance from a penetration-direction end of the steel pipe 2 to a back end side. The fluctuation of resistance, which acts on the steel pipe pile from the ground and which is generated because the protrusion 3 reaches the bearing layer 13 when the steel pipe pile penetrates the ground 11, is detected; and penetration is stopped in a position to detect the fluctuation of the resistance. COPYRIGHT: (C)2011,JPO&INPIT</description><language>eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2011</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=20110407&DB=EPODOC&CC=JP&NR=2011069073A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20110407&DB=EPODOC&CC=JP&NR=2011069073A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>SATO SHINKO</creatorcontrib><creatorcontrib>KANEKO TADASHI</creatorcontrib><title>STEEL PIPE PILE AND PENETRATION METHOD THEREFOR</title><description>PROBLEM TO BE SOLVED: To provide a steel pipe pile which does not disturb a bearing layer, and a penetration method for the steel pipe pile. 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| subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | STEEL PIPE PILE AND PENETRATION METHOD THEREFOR |
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