UNDERGROUND TANK

PURPOSE:To restrain the occurrence of eccentric bending moment in the side wall of an underground tank by forming a part of the joining surface of the base plate and the side wall so as to be oblique to the horizon. CONSTITUTION:A cylindrical underground continuous wall 3 is provided inside the grou...

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Hauptverfasser:	YASUNAGA MASAMICHI, ISOIWA KAZUO, KUBOTA MUNETAKA, TAGUCHI KATSUNORI, OWAKI MASASHI, UEDA MASAAKI, TOKUYAMA SEIJI
Format:	Patent
Sprache:	eng
Schlagworte:	BUILDING BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES FENCING FIXED CONSTRUCTIONS MASTS SWIMMING OR SPLASH BATHS OR POOLS TENTS OR CANOPIES, IN GENERAL
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creator	YASUNAGA MASAMICHI ISOIWA KAZUO KUBOTA MUNETAKA TAGUCHI KATSUNORI OWAKI MASASHI UEDA MASAAKI TOKUYAMA SEIJI
description	PURPOSE:To restrain the occurrence of eccentric bending moment in the side wall of an underground tank by forming a part of the joining surface of the base plate and the side wall so as to be oblique to the horizon. CONSTITUTION:A cylindrical underground continuous wall 3 is provided inside the ground, and the ground inside the continuous wall 3 is excavated up to a prescribed depth, and then a baseplate 7 and a side wall 9 are provided, and the underpart of the baseplate 7 and the side wall 9 is worked so that the joining surface 13 of the baseplate 7 and the side wall 9 is oblique to the horizon. When the underground water level inside the continuous wall 3 is equalized to that of the outside ground at the time of high water-level operation or empty liquid, buoyancy is applied to the body and a force F1 is added to the side wall 9 from the baseplate 7, however, since the force F1 acts obliquely, the bending moment M1 of the side wall 9 is hardly caused. While, when the underground water level 17b is lowered by pumping the underground water inside the continuous wall 3 by means of pumping equipment, a force F2 is added to the side wall 9 from the baseplate 7 by the load of LNG 15 or the like, however, since the force F2 acts obliquely, the bending moment M2 of the side wall 9 is hardly caused.
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CONSTITUTION:A cylindrical underground continuous wall 3 is provided inside the ground, and the ground inside the continuous wall 3 is excavated up to a prescribed depth, and then a baseplate 7 and a side wall 9 are provided, and the underpart of the baseplate 7 and the side wall 9 is worked so that the joining surface 13 of the baseplate 7 and the side wall 9 is oblique to the horizon. When the underground water level inside the continuous wall 3 is equalized to that of the outside ground at the time of high water-level operation or empty liquid, buoyancy is applied to the body and a force F1 is added to the side wall 9 from the baseplate 7, however, since the force F1 acts obliquely, the bending moment M1 of the side wall 9 is hardly caused. While, when the underground water level 17b is lowered by pumping the underground water inside the continuous wall 3 by means of pumping equipment, a force F2 is added to the side wall 9 from the baseplate 7 by the load of LNG 15 or the like, however, since the force F2 acts obliquely, the bending moment M2 of the side wall 9 is hardly caused.</description><edition>6</edition><language>eng</language><subject>BUILDING ; BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES ; FENCING ; FIXED CONSTRUCTIONS ; MASTS ; SWIMMING OR SPLASH BATHS OR POOLS ; TENTS OR CANOPIES, IN GENERAL</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=19950829&DB=EPODOC&CC=JP&NR=H07229322A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76289</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19950829&DB=EPODOC&CC=JP&NR=H07229322A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>YASUNAGA MASAMICHI</creatorcontrib><creatorcontrib>ISOIWA KAZUO</creatorcontrib><creatorcontrib>KUBOTA MUNETAKA</creatorcontrib><creatorcontrib>TAGUCHI KATSUNORI</creatorcontrib><creatorcontrib>OWAKI MASASHI</creatorcontrib><creatorcontrib>UEDA MASAAKI</creatorcontrib><creatorcontrib>TOKUYAMA SEIJI</creatorcontrib><title>UNDERGROUND TANK</title><description>PURPOSE:To restrain the occurrence of eccentric bending moment in the side wall of an underground tank by forming a part of the joining surface of the base plate and the side wall so as to be oblique to the horizon. 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While, when the underground water level 17b is lowered by pumping the underground water inside the continuous wall 3 by means of pumping equipment, a force F2 is added to the side wall 9 from the baseplate 7 by the load of LNG 15 or the like, however, since the force F2 acts obliquely, the bending moment M2 of the side wall 9 is hardly caused.</description><subject>BUILDING</subject><subject>BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES</subject><subject>FENCING</subject><subject>FIXED CONSTRUCTIONS</subject><subject>MASTS</subject><subject>SWIMMING OR SPLASH BATHS OR POOLS</subject><subject>TENTS OR CANOPIES, IN GENERAL</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>1995</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZBAI9XNxDXIP8gfSCiGOft48DKxpiTnFqbxQmptB0c01xNlDN7UgPz61uCAxOTUvtSTeK8DDwNzIyNLYyMjRmBg1ABHTHco</recordid><startdate>19950829</startdate><enddate>19950829</enddate><creator>YASUNAGA MASAMICHI</creator><creator>ISOIWA KAZUO</creator><creator>KUBOTA MUNETAKA</creator><creator>TAGUCHI KATSUNORI</creator><creator>OWAKI MASASHI</creator><creator>UEDA MASAAKI</creator><creator>TOKUYAMA SEIJI</creator><scope>EVB</scope></search><sort><creationdate>19950829</creationdate><title>UNDERGROUND TANK</title><author>YASUNAGA MASAMICHI ; ISOIWA KAZUO ; KUBOTA MUNETAKA ; TAGUCHI KATSUNORI ; OWAKI MASASHI ; UEDA MASAAKI ; TOKUYAMA SEIJI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPH07229322A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1995</creationdate><topic>BUILDING</topic><topic>BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES</topic><topic>FENCING</topic><topic>FIXED CONSTRUCTIONS</topic><topic>MASTS</topic><topic>SWIMMING OR SPLASH BATHS OR POOLS</topic><topic>TENTS OR CANOPIES, IN GENERAL</topic><toplevel>online_resources</toplevel><creatorcontrib>YASUNAGA MASAMICHI</creatorcontrib><creatorcontrib>ISOIWA KAZUO</creatorcontrib><creatorcontrib>KUBOTA MUNETAKA</creatorcontrib><creatorcontrib>TAGUCHI KATSUNORI</creatorcontrib><creatorcontrib>OWAKI MASASHI</creatorcontrib><creatorcontrib>UEDA MASAAKI</creatorcontrib><creatorcontrib>TOKUYAMA SEIJI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>YASUNAGA MASAMICHI</au><au>ISOIWA KAZUO</au><au>KUBOTA MUNETAKA</au><au>TAGUCHI KATSUNORI</au><au>OWAKI MASASHI</au><au>UEDA MASAAKI</au><au>TOKUYAMA SEIJI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>UNDERGROUND TANK</title><date>1995-08-29</date><risdate>1995</risdate><abstract>PURPOSE:To restrain the occurrence of eccentric bending moment in the side wall of an underground tank by forming a part of the joining surface of the base plate and the side wall so as to be oblique to the horizon. CONSTITUTION:A cylindrical underground continuous wall 3 is provided inside the ground, and the ground inside the continuous wall 3 is excavated up to a prescribed depth, and then a baseplate 7 and a side wall 9 are provided, and the underpart of the baseplate 7 and the side wall 9 is worked so that the joining surface 13 of the baseplate 7 and the side wall 9 is oblique to the horizon. When the underground water level inside the continuous wall 3 is equalized to that of the outside ground at the time of high water-level operation or empty liquid, buoyancy is applied to the body and a force F1 is added to the side wall 9 from the baseplate 7, however, since the force F1 acts obliquely, the bending moment M1 of the side wall 9 is hardly caused. While, when the underground water level 17b is lowered by pumping the underground water inside the continuous wall 3 by means of pumping equipment, a force F2 is added to the side wall 9 from the baseplate 7 by the load of LNG 15 or the like, however, since the force F2 acts obliquely, the bending moment M2 of the side wall 9 is hardly caused.</abstract><edition>6</edition><oa>free_for_read</oa></addata></record>
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subjects	BUILDING BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES FENCING FIXED CONSTRUCTIONS MASTS SWIMMING OR SPLASH BATHS OR POOLS TENTS OR CANOPIES, IN GENERAL
title	UNDERGROUND TANK
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