PILE CONSTRUCTION METHOD

PROBLEM TO BE SOLVED: To prevent the retaining of a pile at a high level effectively by inserting the pile under the condition that the gravels inside an expanded drilled holes are floated. SOLUTION: An expanded drilled hole 11 is formed in an drilled hole 10 and at its top end, a foundation consoli...

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description PROBLEM TO BE SOLVED: To prevent the retaining of a pile at a high level effectively by inserting the pile under the condition that the gravels inside an expanded drilled holes are floated. SOLUTION: An expanded drilled hole 11 is formed in an drilled hole 10 and at its top end, a foundation consolidation liquid 8 is filled into the holes 11, and then a pile 20 is driven in. Also, when the holes 11 are excavated, a drilling liquid 6 with a viscosity sufficient for gravels 7 or sand gravels present inside the holes 11 not to be naturally sunk but to be floated is used. By this, the pile can be prevented from being retained at a high level, and thus post- treatment such as the chipping of pile head is not required. In addition, when a pile with bag is used for piles, also the retaining of the pile at a high level can be prevented, and the expansion of the bag by gravels is not obstructed, and thus an expanded bulb of a prescribed form can be formed securely.
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SOLUTION: An expanded drilled hole 11 is formed in an drilled hole 10 and at its top end, a foundation consolidation liquid 8 is filled into the holes 11, and then a pile 20 is driven in. Also, when the holes 11 are excavated, a drilling liquid 6 with a viscosity sufficient for gravels 7 or sand gravels present inside the holes 11 not to be naturally sunk but to be floated is used. By this, the pile can be prevented from being retained at a high level, and thus post- treatment such as the chipping of pile head is not required. In addition, when a pile with bag is used for piles, also the retaining of the pile at a high level can be prevented, and the expansion of the bag by gravels is not obstructed, and thus an expanded bulb of a prescribed form can be formed securely.</description><edition>6</edition><language>eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>1997</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&amp;date=19970513&amp;DB=EPODOC&amp;CC=JP&amp;NR=H09125389A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25543,76294</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=19970513&amp;DB=EPODOC&amp;CC=JP&amp;NR=H09125389A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>TONE KENJI</creatorcontrib><title>PILE CONSTRUCTION METHOD</title><description>PROBLEM TO BE SOLVED: To prevent the retaining of a pile at a high level effectively by inserting the pile under the condition that the gravels inside an expanded drilled holes are floated. SOLUTION: An expanded drilled hole 11 is formed in an drilled hole 10 and at its top end, a foundation consolidation liquid 8 is filled into the holes 11, and then a pile 20 is driven in. Also, when the holes 11 are excavated, a drilling liquid 6 with a viscosity sufficient for gravels 7 or sand gravels present inside the holes 11 not to be naturally sunk but to be floated is used. By this, the pile can be prevented from being retained at a high level, and thus post- treatment such as the chipping of pile head is not required. 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SOLUTION: An expanded drilled hole 11 is formed in an drilled hole 10 and at its top end, a foundation consolidation liquid 8 is filled into the holes 11, and then a pile 20 is driven in. Also, when the holes 11 are excavated, a drilling liquid 6 with a viscosity sufficient for gravels 7 or sand gravels present inside the holes 11 not to be naturally sunk but to be floated is used. By this, the pile can be prevented from being retained at a high level, and thus post- treatment such as the chipping of pile head is not required. In addition, when a pile with bag is used for piles, also the retaining of the pile at a high level can be prevented, and the expansion of the bag by gravels is not obstructed, and thus an expanded bulb of a prescribed form can be formed securely.</abstract><edition>6</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 PILE CONSTRUCTION METHOD
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