DIKE FOR TANK ON THE GROUND
PROBLEM TO BE SOLVED: To reduce a cost required for construction of a dike by eliminating support by a pile foundation wherein a reserved liquid flowing out when an tank on the ground is damaged, is stopped by a fence integrally continuous in a circumferential direction instead of a wall clock. SOLU...
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creator | KURODA MASANOBU |
description | PROBLEM TO BE SOLVED: To reduce a cost required for construction of a dike by eliminating support by a pile foundation wherein a reserved liquid flowing out when an tank on the ground is damaged, is stopped by a fence integrally continuous in a circumferential direction instead of a wall clock. SOLUTION: A plan shape of an entire periphery of the fence 2 of a dike 1 which is placed around the aboveground tank is made approximately circular, while the entire fence 2 is integrally formed to be continuous. |
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SOLUTION: A plan shape of an entire periphery of the fence 2 of a dike 1 which is placed around the aboveground tank is made approximately circular, while the entire fence 2 is integrally formed to be continuous.</description><edition>7</edition><language>eng</language><subject>ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR ; CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS,e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES,DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS ; CONVEYING ; EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HANDLING THIN OR FILAMENTARY MATERIAL ; HYDRAULIC ENGINEERING ; PACKAGES ; PACKAGING ELEMENTS ; PACKING ; PERFORMING OPERATIONS ; SOIL SHIFTING ; STORING ; TRANSPORTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2002</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=20020319&DB=EPODOC&CC=JP&NR=2002080091A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20020319&DB=EPODOC&CC=JP&NR=2002080091A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>KURODA MASANOBU</creatorcontrib><title>DIKE FOR TANK ON THE GROUND</title><description>PROBLEM TO BE SOLVED: To reduce a cost required for construction of a dike by eliminating support by a pile foundation wherein a reserved liquid flowing out when an tank on the ground is damaged, is stopped by a fence integrally continuous in a circumferential direction instead of a wall clock. 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SOLUTION: A plan shape of an entire periphery of the fence 2 of a dike 1 which is placed around the aboveground tank is made approximately circular, while the entire fence 2 is integrally formed to be continuous.</abstract><edition>7</edition><oa>free_for_read</oa></addata></record> |
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subjects | ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS,e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES,DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS CONVEYING EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HANDLING THIN OR FILAMENTARY MATERIAL HYDRAULIC ENGINEERING PACKAGES PACKAGING ELEMENTS PACKING PERFORMING OPERATIONS SOIL SHIFTING STORING TRANSPORTING UNDERGROUND OR UNDERWATER STRUCTURES |
title | DIKE FOR TANK ON THE GROUND |
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