REINFORCING BAR LOCATING DEVICE AND LOCATING METHOD FOR CAST-IN-PLACE PILE

PROBLEM TO BE SOLVED: To provide a method enabling the work execution of cast-in-place piles which is simple in structure, excellent in efficiency and high in quality. SOLUTION: This reinforcing bar locating device for a cast-in-place pile is constituted of a lower frame 2, a lower frame suspension...

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Hauptverfasser:	FURUYA TOKIHARU, ISHIBASHI TADAYOSHI, HIRAOKA HIROSHI, ARIYAMA MOTOSHIGE, ARAI MASAO, HIRABE TOSHIMITSU
Format:	Patent
Sprache:	eng
Schlagworte:	BUILDING BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FORMS FOUNDATIONS HANDLING BUILDING MATERIALS ON THE SITE HYDRAULIC ENGINEERING REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS SCAFFOLDING SHUTTERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES
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creator	FURUYA TOKIHARU ISHIBASHI TADAYOSHI HIRAOKA HIROSHI ARIYAMA MOTOSHIGE ARAI MASAO HIRABE TOSHIMITSU
description	PROBLEM TO BE SOLVED: To provide a method enabling the work execution of cast-in-place piles which is simple in structure, excellent in efficiency and high in quality. SOLUTION: This reinforcing bar locating device for a cast-in-place pile is constituted of a lower frame 2, a lower frame suspension device 3 provided with lower frame suspension cables 31, a lifting/lowering jack 32, and a cable winding drum 33, an erecting rack 4 provided with a guide pipe 41 and a guide ring, and a flexible reinforcing bar winding drum 5. In the locating method for flexible reinforcing bars 1 used for a cast-in-place pile, the locating rack 4 is arranged on the drilled hole 6 of the cast-in-place pile, the flexible reinforcing bars 1 are extracted to the ground surface G, the tips of the extracted flexible reinforcing bars 1 and the lower frame suspension cables 31 are fitted to the lower frame 2, tie hoops 7 are fitted to the outer peripheries of the flexible reinforcing bars 1, then the flexible reinforcing bars 1 are located.
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SOLUTION: This reinforcing bar locating device for a cast-in-place pile is constituted of a lower frame 2, a lower frame suspension device 3 provided with lower frame suspension cables 31, a lifting/lowering jack 32, and a cable winding drum 33, an erecting rack 4 provided with a guide pipe 41 and a guide ring, and a flexible reinforcing bar winding drum 5. In the locating method for flexible reinforcing bars 1 used for a cast-in-place pile, the locating rack 4 is arranged on the drilled hole 6 of the cast-in-place pile, the flexible reinforcing bars 1 are extracted to the ground surface G, the tips of the extracted flexible reinforcing bars 1 and the lower frame suspension cables 31 are fitted to the lower frame 2, tie hoops 7 are fitted to the outer peripheries of the flexible reinforcing bars 1, then the flexible reinforcing bars 1 are located.</description><edition>6</edition><language>eng</language><subject>BUILDING ; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE ; EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FORMS ; FOUNDATIONS ; HANDLING BUILDING MATERIALS ON THE SITE ; HYDRAULIC ENGINEERING ; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS ; SCAFFOLDING ; SHUTTERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>1999</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=19990209&DB=EPODOC&CC=JP&NR=H1136294A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,778,883,25547,76298</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19990209&DB=EPODOC&CC=JP&NR=H1136294A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>FURUYA TOKIHARU</creatorcontrib><creatorcontrib>ISHIBASHI TADAYOSHI</creatorcontrib><creatorcontrib>HIRAOKA HIROSHI</creatorcontrib><creatorcontrib>ARIYAMA MOTOSHIGE</creatorcontrib><creatorcontrib>ARAI MASAO</creatorcontrib><creatorcontrib>HIRABE TOSHIMITSU</creatorcontrib><title>REINFORCING BAR LOCATING DEVICE AND LOCATING METHOD FOR CAST-IN-PLACE PILE</title><description>PROBLEM TO BE SOLVED: To provide a method enabling the work execution of cast-in-place piles which is simple in structure, excellent in efficiency and high in quality. 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SOLUTION: This reinforcing bar locating device for a cast-in-place pile is constituted of a lower frame 2, a lower frame suspension device 3 provided with lower frame suspension cables 31, a lifting/lowering jack 32, and a cable winding drum 33, an erecting rack 4 provided with a guide pipe 41 and a guide ring, and a flexible reinforcing bar winding drum 5. In the locating method for flexible reinforcing bars 1 used for a cast-in-place pile, the locating rack 4 is arranged on the drilled hole 6 of the cast-in-place pile, the flexible reinforcing bars 1 are extracted to the ground surface G, the tips of the extracted flexible reinforcing bars 1 and the lower frame suspension cables 31 are fitted to the lower frame 2, tie hoops 7 are fitted to the outer peripheries of the flexible reinforcing bars 1, then the flexible reinforcing bars 1 are located.</abstract><edition>6</edition><oa>free_for_read</oa></addata></record>
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language	eng
recordid	cdi_epo_espacenet_JPH1136294A
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subjects	BUILDING BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FORMS FOUNDATIONS HANDLING BUILDING MATERIALS ON THE SITE HYDRAULIC ENGINEERING REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS SCAFFOLDING SHUTTERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES
title	REINFORCING BAR LOCATING DEVICE AND LOCATING METHOD FOR CAST-IN-PLACE PILE
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