EARTHQUAKE STRENGTHENING STRUCTURE AND EARTHQUAKE STRENGTHENING METHOD
PROBLEM TO BE SOLVED: To have no effect on the side opposite to the slit formation side of a wall body at the time of slit formation; and disconnect the binding between a wall and a column so as to increase column deformability.SOLUTION: A slit is formed in a rectangular shape, and a remaining wall...
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creator | UOZUMI MASASHI HATANAKA YUJI KAMOGAWA NAOMASA NAKAOKA AKIO OKUBO AKIO FUJIWARA DAISUKE TANAKA HIDEKI |
description | PROBLEM TO BE SOLVED: To have no effect on the side opposite to the slit formation side of a wall body at the time of slit formation; and disconnect the binding between a wall and a column so as to increase column deformability.SOLUTION: A slit is formed in a rectangular shape, and a remaining wall thickness of the slit portion is set to be not more than twice the slit width. More preferably, the remaining wall thickness of the slit portion is not more than one time the slit width. Moreover, even if a wall body 10 is cut by round saw teeth 20 and an R surface remains in a inner end of the slit, it is suitable if the remaining wall thickness of the portions other than the R surface is not more than one time the slit width. |
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More preferably, the remaining wall thickness of the slit portion is not more than one time the slit width. Moreover, even if a wall body 10 is cut by round saw teeth 20 and an R surface remains in a inner end of the slit, it is suitable if the remaining wall thickness of the portions other than the R surface is not more than one time the slit width.</description><language>eng</language><subject>BUILDING ; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE ; BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES ; FENCING ; FIXED CONSTRUCTIONS ; FORMS ; HANDLING BUILDING MATERIALS ON THE SITE ; MASTS ; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS ; SCAFFOLDING ; SHUTTERING ; SWIMMING OR SPLASH BATHS OR POOLS ; TENTS OR CANOPIES, IN GENERAL</subject><creationdate>2012</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=20120308&DB=EPODOC&CC=JP&NR=2012046924A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20120308&DB=EPODOC&CC=JP&NR=2012046924A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>UOZUMI MASASHI</creatorcontrib><creatorcontrib>HATANAKA YUJI</creatorcontrib><creatorcontrib>KAMOGAWA NAOMASA</creatorcontrib><creatorcontrib>NAKAOKA AKIO</creatorcontrib><creatorcontrib>OKUBO AKIO</creatorcontrib><creatorcontrib>FUJIWARA DAISUKE</creatorcontrib><creatorcontrib>TANAKA HIDEKI</creatorcontrib><title>EARTHQUAKE STRENGTHENING STRUCTURE AND EARTHQUAKE STRENGTHENING METHOD</title><description>PROBLEM TO BE SOLVED: To have no effect on the side opposite to the slit formation side of a wall body at the time of slit formation; and disconnect the binding between a wall and a column so as to increase column deformability.SOLUTION: A slit is formed in a rectangular shape, and a remaining wall thickness of the slit portion is set to be not more than twice the slit width. More preferably, the remaining wall thickness of the slit portion is not more than one time the slit width. Moreover, even if a wall body 10 is cut by round saw teeth 20 and an R surface remains in a inner end of the slit, it is suitable if the remaining wall thickness of the portions other than the R surface is not more than one time the slit width.</description><subject>BUILDING</subject><subject>BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE</subject><subject>BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES</subject><subject>FENCING</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FORMS</subject><subject>HANDLING BUILDING MATERIALS ON THE SITE</subject><subject>MASTS</subject><subject>REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS</subject><subject>SCAFFOLDING</subject><subject>SHUTTERING</subject><subject>SWIMMING OR SPLASH BATHS OR POOLS</subject><subject>TENTS OR CANOPIES, IN GENERAL</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2012</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZHBzdQwK8QgMdfR2VQgOCXL1cw_xcPXz9HMH8UKdQ0KDXBUc_VwUcCrzdQ3x8HfhYWBNS8wpTuWF0twMSm6uIc4euqkF-fGpxQWJyal5qSXxXgFGBoZGBiZmlkYmjsZEKQIAVoctWA</recordid><startdate>20120308</startdate><enddate>20120308</enddate><creator>UOZUMI MASASHI</creator><creator>HATANAKA YUJI</creator><creator>KAMOGAWA NAOMASA</creator><creator>NAKAOKA AKIO</creator><creator>OKUBO AKIO</creator><creator>FUJIWARA DAISUKE</creator><creator>TANAKA HIDEKI</creator><scope>EVB</scope></search><sort><creationdate>20120308</creationdate><title>EARTHQUAKE STRENGTHENING STRUCTURE AND EARTHQUAKE STRENGTHENING METHOD</title><author>UOZUMI MASASHI ; HATANAKA YUJI ; KAMOGAWA NAOMASA ; NAKAOKA AKIO ; OKUBO AKIO ; FUJIWARA DAISUKE ; TANAKA HIDEKI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2012046924A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2012</creationdate><topic>BUILDING</topic><topic>BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE</topic><topic>BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES</topic><topic>FENCING</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FORMS</topic><topic>HANDLING BUILDING MATERIALS ON THE SITE</topic><topic>MASTS</topic><topic>REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS</topic><topic>SCAFFOLDING</topic><topic>SHUTTERING</topic><topic>SWIMMING OR SPLASH BATHS OR POOLS</topic><topic>TENTS OR CANOPIES, IN GENERAL</topic><toplevel>online_resources</toplevel><creatorcontrib>UOZUMI MASASHI</creatorcontrib><creatorcontrib>HATANAKA YUJI</creatorcontrib><creatorcontrib>KAMOGAWA NAOMASA</creatorcontrib><creatorcontrib>NAKAOKA AKIO</creatorcontrib><creatorcontrib>OKUBO AKIO</creatorcontrib><creatorcontrib>FUJIWARA DAISUKE</creatorcontrib><creatorcontrib>TANAKA HIDEKI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>UOZUMI MASASHI</au><au>HATANAKA YUJI</au><au>KAMOGAWA NAOMASA</au><au>NAKAOKA AKIO</au><au>OKUBO AKIO</au><au>FUJIWARA DAISUKE</au><au>TANAKA HIDEKI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>EARTHQUAKE STRENGTHENING STRUCTURE AND EARTHQUAKE STRENGTHENING METHOD</title><date>2012-03-08</date><risdate>2012</risdate><abstract>PROBLEM TO BE SOLVED: To have no effect on the side opposite to the slit formation side of a wall body at the time of slit formation; and disconnect the binding between a wall and a column so as to increase column deformability.SOLUTION: A slit is formed in a rectangular shape, and a remaining wall thickness of the slit portion is set to be not more than twice the slit width. More preferably, the remaining wall thickness of the slit portion is not more than one time the slit width. Moreover, even if a wall body 10 is cut by round saw teeth 20 and an R surface remains in a inner end of the slit, it is suitable if the remaining wall thickness of the portions other than the R surface is not more than one time the slit width.</abstract><oa>free_for_read</oa></addata></record> |
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subjects | BUILDING BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES FENCING FIXED CONSTRUCTIONS FORMS HANDLING BUILDING MATERIALS ON THE SITE MASTS REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS SCAFFOLDING SHUTTERING SWIMMING OR SPLASH BATHS OR POOLS TENTS OR CANOPIES, IN GENERAL |
title | EARTHQUAKE STRENGTHENING STRUCTURE AND EARTHQUAKE STRENGTHENING METHOD |
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