UNDER WATER FORM CONSTRUCTION METHOD
PROBLEM TO BE SOLVED: To reduce an amount of concrete and volume of reinforcing bars and reduce the work of a diver by driving a chemical anchor on a revetment which is already constructed in advance, installing a PC plate in the sea to connect its upper and lower parts tightly by a separator and as...
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creator | TAKAHARA YOSHIYUKI MAEHARA TERUO SUZUKI TATSUO KAKIMI TOSHIKAZU UCHIMURA SHUJI OKUMURA SHINJI |
description | PROBLEM TO BE SOLVED: To reduce an amount of concrete and volume of reinforcing bars and reduce the work of a diver by driving a chemical anchor on a revetment which is already constructed in advance, installing a PC plate in the sea to connect its upper and lower parts tightly by a separator and assemble gable end form, and then placing water concrete. SOLUTION: A chemical anchor 11 is placed and fixed on a concrete face of a caisson 3 which is already installed. Next, a lower part fixing device 5 is installed based on the measurement of quaywall normal line. Then, the erection of conducting material timbering support waling is preceded from a caisson in which the installation of the device 5 is completed, and a conducting material timbering and a conducting material 8 are sequeutially installed in this order. The ground assembly and erection of an upper part fixing device 6 are succeedinglydone. Then, a PC plate 1 is put on a pedestal of the lower part fixing device 5 and is fixed. The PC plate 1 and the conducting material 8 of the upper part fixing device 6 are fixed. After that, a separator 4 is fixed at predetermined length, and gable end form is installed in the direction of construction work cross section. Consequently, it is possible to reduce a driver's work, reduce cost, and shorten construction term markedly. |
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SOLUTION: A chemical anchor 11 is placed and fixed on a concrete face of a caisson 3 which is already installed. Next, a lower part fixing device 5 is installed based on the measurement of quaywall normal line. Then, the erection of conducting material timbering support waling is preceded from a caisson in which the installation of the device 5 is completed, and a conducting material timbering and a conducting material 8 are sequeutially installed in this order. The ground assembly and erection of an upper part fixing device 6 are succeedinglydone. Then, a PC plate 1 is put on a pedestal of the lower part fixing device 5 and is fixed. The PC plate 1 and the conducting material 8 of the upper part fixing device 6 are fixed. After that, a separator 4 is fixed at predetermined length, and gable end form is installed in the direction of construction work cross section. Consequently, it is possible to reduce a driver's work, reduce cost, and shorten construction term markedly.</description><edition>6</edition><language>eng</language><subject>FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING</subject><creationdate>1998</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=19980210&DB=EPODOC&CC=JP&NR=H1037152A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25544,76293</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19980210&DB=EPODOC&CC=JP&NR=H1037152A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>TAKAHARA YOSHIYUKI</creatorcontrib><creatorcontrib>MAEHARA TERUO</creatorcontrib><creatorcontrib>SUZUKI TATSUO</creatorcontrib><creatorcontrib>KAKIMI TOSHIKAZU</creatorcontrib><creatorcontrib>UCHIMURA SHUJI</creatorcontrib><creatorcontrib>OKUMURA SHINJI</creatorcontrib><title>UNDER WATER FORM CONSTRUCTION METHOD</title><description>PROBLEM TO BE SOLVED: To reduce an amount of concrete and volume of reinforcing bars and reduce the work of a diver by driving a chemical anchor on a revetment which is already constructed in advance, installing a PC plate in the sea to connect its upper and lower parts tightly by a separator and assemble gable end form, and then placing water concrete. SOLUTION: A chemical anchor 11 is placed and fixed on a concrete face of a caisson 3 which is already installed. Next, a lower part fixing device 5 is installed based on the measurement of quaywall normal line. Then, the erection of conducting material timbering support waling is preceded from a caisson in which the installation of the device 5 is completed, and a conducting material timbering and a conducting material 8 are sequeutially installed in this order. The ground assembly and erection of an upper part fixing device 6 are succeedinglydone. Then, a PC plate 1 is put on a pedestal of the lower part fixing device 5 and is fixed. The PC plate 1 and the conducting material 8 of the upper part fixing device 6 are fixed. After that, a separator 4 is fixed at predetermined length, and gable end form is installed in the direction of construction work cross section. Consequently, it is possible to reduce a driver's work, reduce cost, and shorten construction term markedly.</description><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>1998</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZFAJ9XNxDVIIdwwBkm7-Qb4Kzv5-wSFBoc4hnv5-Cr6uIR7-LjwMrGmJOcWpvFCam0HBzTXE2UM3tSA_PrW4IDE5NS-1JN4rwMPQwNjc0NTI0ZgIJQBRZiLy</recordid><startdate>19980210</startdate><enddate>19980210</enddate><creator>TAKAHARA YOSHIYUKI</creator><creator>MAEHARA TERUO</creator><creator>SUZUKI TATSUO</creator><creator>KAKIMI TOSHIKAZU</creator><creator>UCHIMURA SHUJI</creator><creator>OKUMURA SHINJI</creator><scope>EVB</scope></search><sort><creationdate>19980210</creationdate><title>UNDER WATER FORM CONSTRUCTION METHOD</title><author>TAKAHARA YOSHIYUKI ; MAEHARA TERUO ; SUZUKI TATSUO ; KAKIMI TOSHIKAZU ; UCHIMURA SHUJI ; OKUMURA SHINJI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPH1037152A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1998</creationdate><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><toplevel>online_resources</toplevel><creatorcontrib>TAKAHARA YOSHIYUKI</creatorcontrib><creatorcontrib>MAEHARA TERUO</creatorcontrib><creatorcontrib>SUZUKI TATSUO</creatorcontrib><creatorcontrib>KAKIMI TOSHIKAZU</creatorcontrib><creatorcontrib>UCHIMURA SHUJI</creatorcontrib><creatorcontrib>OKUMURA SHINJI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>TAKAHARA YOSHIYUKI</au><au>MAEHARA TERUO</au><au>SUZUKI TATSUO</au><au>KAKIMI TOSHIKAZU</au><au>UCHIMURA SHUJI</au><au>OKUMURA SHINJI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>UNDER WATER FORM CONSTRUCTION METHOD</title><date>1998-02-10</date><risdate>1998</risdate><abstract>PROBLEM TO BE SOLVED: To reduce an amount of concrete and volume of reinforcing bars and reduce the work of a diver by driving a chemical anchor on a revetment which is already constructed in advance, installing a PC plate in the sea to connect its upper and lower parts tightly by a separator and assemble gable end form, and then placing water concrete. SOLUTION: A chemical anchor 11 is placed and fixed on a concrete face of a caisson 3 which is already installed. Next, a lower part fixing device 5 is installed based on the measurement of quaywall normal line. Then, the erection of conducting material timbering support waling is preceded from a caisson in which the installation of the device 5 is completed, and a conducting material timbering and a conducting material 8 are sequeutially installed in this order. The ground assembly and erection of an upper part fixing device 6 are succeedinglydone. Then, a PC plate 1 is put on a pedestal of the lower part fixing device 5 and is fixed. The PC plate 1 and the conducting material 8 of the upper part fixing device 6 are fixed. After that, a separator 4 is fixed at predetermined length, and gable end form is installed in the direction of construction work cross section. Consequently, it is possible to reduce a driver's work, reduce cost, and shorten construction term markedly.</abstract><edition>6</edition><oa>free_for_read</oa></addata></record> |
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subjects | FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING |
title | UNDER WATER FORM CONSTRUCTION METHOD |
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