CONSTRUCTING METHOD OF UNDERGROUND TYPE STORAGE TANK
PURPOSE:To greatly reduce workload t shorten the term of work and to improve labor saving by utilizing a form bearing-base structure for placing roof concrete as it is as a working scaffolding while conducting the attaching operation of a side-section cold insulator and a membrane as jacking down th...
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creator | MINEGISHI KOJI MARUYAMA KATSUO ZUSHI SUMIAKI SAKATA KEIICHI GOTO TOMOMI OI KOJI |
description | PURPOSE:To greatly reduce workload t shorten the term of work and to improve labor saving by utilizing a form bearing-base structure for placing roof concrete as it is as a working scaffolding while conducting the attaching operation of a side-section cold insulator and a membrane as jacking down the form bearing-base structure by stages. CONSTITUTION:A concrete roof 7 is formed in the constructing method of an underground type storage tank A, and a form bearing-base structure 4 for placing the concrete roof 7 is jacked down in required length and a working space 11 is constituted between the concrete roof 7 and the form bearing-base structure 4. A cold insulator 13 and a membrane 15 are annexed onto the internal surface of the concrete roof 7 and the side face of a concrete body 2 while using the form bearing-base structure 4 as a working scaffolding. Accordingly, the cold insulator 13 and the membrane [15 are attached in approximately the whole region from the upper section of the concrete body 2 to a lower section while the form bearing-base structure 4 is lowered successively by stages. |
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CONSTITUTION:A concrete roof 7 is formed in the constructing method of an underground type storage tank A, and a form bearing-base structure 4 for placing the concrete roof 7 is jacked down in required length and a working space 11 is constituted between the concrete roof 7 and the form bearing-base structure 4. A cold insulator 13 and a membrane 15 are annexed onto the internal surface of the concrete roof 7 and the side face of a concrete body 2 while using the form bearing-base structure 4 as a working scaffolding. Accordingly, the cold insulator 13 and the membrane [15 are attached in approximately the whole region from the upper section of the concrete body 2 to a lower section while the form bearing-base structure 4 is lowered successively by stages.</description><edition>6</edition><language>eng</language><subject>BLASTING ; BUILDING ; BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES ; FENCING ; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED,LIQUEFIED, OR SOLIDIFIED GASES ; FIXED CONSTRUCTIONS ; FIXED-CAPACITY GAS-HOLDERS ; HEATING ; LIGHTING ; MASTS ; MECHANICAL ENGINEERING ; STORING OF DISTRIBUTING GASES OR LIQUIDS ; SWIMMING OR SPLASH BATHS OR POOLS ; TENTS OR CANOPIES, IN GENERAL ; VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED ORSOLIDIFIED GASES ; WEAPONS</subject><creationdate>1995</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=19950912&DB=EPODOC&CC=JP&NR=H07238712A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19950912&DB=EPODOC&CC=JP&NR=H07238712A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>MINEGISHI KOJI</creatorcontrib><creatorcontrib>MARUYAMA KATSUO</creatorcontrib><creatorcontrib>ZUSHI SUMIAKI</creatorcontrib><creatorcontrib>SAKATA KEIICHI</creatorcontrib><creatorcontrib>GOTO TOMOMI</creatorcontrib><creatorcontrib>OI KOJI</creatorcontrib><title>CONSTRUCTING METHOD OF UNDERGROUND TYPE STORAGE TANK</title><description>PURPOSE:To greatly reduce workload t shorten the term of work and to improve labor saving by utilizing a form bearing-base structure for placing roof concrete as it is as a working scaffolding while conducting the attaching operation of a side-section cold insulator and a membrane as jacking down the form bearing-base structure by stages. CONSTITUTION:A concrete roof 7 is formed in the constructing method of an underground type storage tank A, and a form bearing-base structure 4 for placing the concrete roof 7 is jacked down in required length and a working space 11 is constituted between the concrete roof 7 and the form bearing-base structure 4. A cold insulator 13 and a membrane 15 are annexed onto the internal surface of the concrete roof 7 and the side face of a concrete body 2 while using the form bearing-base structure 4 as a working scaffolding. Accordingly, the cold insulator 13 and the membrane [15 are attached in approximately the whole region from the upper section of the concrete body 2 to a lower section while the form bearing-base structure 4 is lowered successively by stages.</description><subject>BLASTING</subject><subject>BUILDING</subject><subject>BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES</subject><subject>FENCING</subject><subject>FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED,LIQUEFIED, OR SOLIDIFIED GASES</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FIXED-CAPACITY GAS-HOLDERS</subject><subject>HEATING</subject><subject>LIGHTING</subject><subject>MASTS</subject><subject>MECHANICAL ENGINEERING</subject><subject>STORING OF DISTRIBUTING GASES OR LIQUIDS</subject><subject>SWIMMING OR SPLASH BATHS OR POOLS</subject><subject>TENTS OR CANOPIES, IN GENERAL</subject><subject>VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED ORSOLIDIFIED GASES</subject><subject>WEAPONS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>1995</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZDBx9vcLDgkKdQ7x9HNX8HUN8fB3UfB3Uwj1c3ENcg_yB9IKIZEBrgrBIf5Bju6uCiGOft48DKxpiTnFqbxQmptB0c01xNlDN7UgPz61uCAxOTUvtSTeK8DDwNzI2MLc0MjRmBg1APKIJ-Q</recordid><startdate>19950912</startdate><enddate>19950912</enddate><creator>MINEGISHI KOJI</creator><creator>MARUYAMA KATSUO</creator><creator>ZUSHI SUMIAKI</creator><creator>SAKATA KEIICHI</creator><creator>GOTO TOMOMI</creator><creator>OI KOJI</creator><scope>EVB</scope></search><sort><creationdate>19950912</creationdate><title>CONSTRUCTING METHOD OF UNDERGROUND TYPE STORAGE TANK</title><author>MINEGISHI KOJI ; MARUYAMA KATSUO ; ZUSHI SUMIAKI ; SAKATA KEIICHI ; GOTO TOMOMI ; OI KOJI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPH07238712A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1995</creationdate><topic>BLASTING</topic><topic>BUILDING</topic><topic>BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES</topic><topic>FENCING</topic><topic>FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED,LIQUEFIED, OR SOLIDIFIED GASES</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FIXED-CAPACITY GAS-HOLDERS</topic><topic>HEATING</topic><topic>LIGHTING</topic><topic>MASTS</topic><topic>MECHANICAL ENGINEERING</topic><topic>STORING OF DISTRIBUTING GASES OR LIQUIDS</topic><topic>SWIMMING OR SPLASH BATHS OR POOLS</topic><topic>TENTS OR CANOPIES, IN GENERAL</topic><topic>VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED ORSOLIDIFIED GASES</topic><topic>WEAPONS</topic><toplevel>online_resources</toplevel><creatorcontrib>MINEGISHI KOJI</creatorcontrib><creatorcontrib>MARUYAMA KATSUO</creatorcontrib><creatorcontrib>ZUSHI SUMIAKI</creatorcontrib><creatorcontrib>SAKATA KEIICHI</creatorcontrib><creatorcontrib>GOTO TOMOMI</creatorcontrib><creatorcontrib>OI KOJI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>MINEGISHI KOJI</au><au>MARUYAMA KATSUO</au><au>ZUSHI SUMIAKI</au><au>SAKATA KEIICHI</au><au>GOTO TOMOMI</au><au>OI KOJI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>CONSTRUCTING METHOD OF UNDERGROUND TYPE STORAGE TANK</title><date>1995-09-12</date><risdate>1995</risdate><abstract>PURPOSE:To greatly reduce workload t shorten the term of work and to improve labor saving by utilizing a form bearing-base structure for placing roof concrete as it is as a working scaffolding while conducting the attaching operation of a side-section cold insulator and a membrane as jacking down the form bearing-base structure by stages. CONSTITUTION:A concrete roof 7 is formed in the constructing method of an underground type storage tank A, and a form bearing-base structure 4 for placing the concrete roof 7 is jacked down in required length and a working space 11 is constituted between the concrete roof 7 and the form bearing-base structure 4. A cold insulator 13 and a membrane 15 are annexed onto the internal surface of the concrete roof 7 and the side face of a concrete body 2 while using the form bearing-base structure 4 as a working scaffolding. Accordingly, the cold insulator 13 and the membrane [15 are attached in approximately the whole region from the upper section of the concrete body 2 to a lower section while the form bearing-base structure 4 is lowered successively by stages.</abstract><edition>6</edition><oa>free_for_read</oa></addata></record> |
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subjects | BLASTING BUILDING BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES FENCING FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED,LIQUEFIED, OR SOLIDIFIED GASES FIXED CONSTRUCTIONS FIXED-CAPACITY GAS-HOLDERS HEATING LIGHTING MASTS MECHANICAL ENGINEERING STORING OF DISTRIBUTING GASES OR LIQUIDS SWIMMING OR SPLASH BATHS OR POOLS TENTS OR CANOPIES, IN GENERAL VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED ORSOLIDIFIED GASES WEAPONS |
title | CONSTRUCTING METHOD OF UNDERGROUND TYPE STORAGE TANK |
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