DRILLING METHOD FOR ANCHOR BOLT OF STEEL PLATE LINING
PROBLEM TO BE SOLVED: To constitute no obstacle to injection filling of coagulating reinforcing agent by drilling a hole for temporary stopping by an anchor bolt with a ring- like spacer interposed between a steel plate and a concrete structure. SOLUTION: In case of lining steel plates 3, 3 for eart...
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| creator | FUKUI TATSURO |
| description | PROBLEM TO BE SOLVED: To constitute no obstacle to injection filling of coagulating reinforcing agent by drilling a hole for temporary stopping by an anchor bolt with a ring- like spacer interposed between a steel plate and a concrete structure. SOLUTION: In case of lining steel plates 3, 3 for earthquake resisting reinforcement in a region of a concrete structure 1 where the generation of cracks due to an earthquake is estimated, a drilled hole 9 for temporarily stopping by an anchor bolt is provided in a designated region of the steel plate 3. At this time, a ring-like space formed of resin elastic material such as soft plastic, foam styrol is set between the steel plate 3 and the concrete structure 1 of the drilled region by adhesion. Whereupon, cuttings 10, 10 produced by formation of the drilled hole 9 can be prevented from dropping in a gap 11 produced between the outer surface of the concrete structure 1 and the inner surface of the steel plate 3. Thus, it causes no obstacle to injection filling of a coagulating reinforcing agent such as resin or the like in the subsequent process. |
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SOLUTION: In case of lining steel plates 3, 3 for earthquake resisting reinforcement in a region of a concrete structure 1 where the generation of cracks due to an earthquake is estimated, a drilled hole 9 for temporarily stopping by an anchor bolt is provided in a designated region of the steel plate 3. At this time, a ring-like space formed of resin elastic material such as soft plastic, foam styrol is set between the steel plate 3 and the concrete structure 1 of the drilled region by adhesion. Whereupon, cuttings 10, 10 produced by formation of the drilled hole 9 can be prevented from dropping in a gap 11 produced between the outer surface of the concrete structure 1 and the inner surface of the steel plate 3. Thus, it causes no obstacle to injection filling of a coagulating reinforcing agent such as resin or the like in the subsequent process.</description><edition>6</edition><language>eng</language><subject>ASSEMBLY OF BRIDGES ; BUILDING ; BUILDING MATERIALS ; CONSTRUCTION OF BRIDGES ; CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES ; FIXED CONSTRUCTIONS ; OR VIADUCTS ; STRUCTURAL ELEMENTS</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=19980728&DB=EPODOC&CC=JP&NR=H10196048A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76289</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19980728&DB=EPODOC&CC=JP&NR=H10196048A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>FUKUI TATSURO</creatorcontrib><title>DRILLING METHOD FOR ANCHOR BOLT OF STEEL PLATE LINING</title><description>PROBLEM TO BE SOLVED: To constitute no obstacle to injection filling of coagulating reinforcing agent by drilling a hole for temporary stopping by an anchor bolt with a ring- like spacer interposed between a steel plate and a concrete structure. SOLUTION: In case of lining steel plates 3, 3 for earthquake resisting reinforcement in a region of a concrete structure 1 where the generation of cracks due to an earthquake is estimated, a drilled hole 9 for temporarily stopping by an anchor bolt is provided in a designated region of the steel plate 3. At this time, a ring-like space formed of resin elastic material such as soft plastic, foam styrol is set between the steel plate 3 and the concrete structure 1 of the drilled region by adhesion. Whereupon, cuttings 10, 10 produced by formation of the drilled hole 9 can be prevented from dropping in a gap 11 produced between the outer surface of the concrete structure 1 and the inner surface of the steel plate 3. Thus, it causes no obstacle to injection filling of a coagulating reinforcing agent such as resin or the like in the subsequent process.</description><subject>ASSEMBLY OF BRIDGES</subject><subject>BUILDING</subject><subject>BUILDING MATERIALS</subject><subject>CONSTRUCTION OF BRIDGES</subject><subject>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</subject><subject>FIXED CONSTRUCTIONS</subject><subject>OR VIADUCTS</subject><subject>STRUCTURAL ELEMENTS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>1998</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZDB1CfL08fH0c1fwdQ3x8HdRcPMPUnD0c_YAUk7-PiEK_m4KwSGurj4KAT6OIa4KQKVAxTwMrGmJOcWpvFCam0HRzTXE2UM3tSA_PrW4IDE5NS-1JN4rwMPQwNDSzMDEwtGYGDUAzyUnig</recordid><startdate>19980728</startdate><enddate>19980728</enddate><creator>FUKUI TATSURO</creator><scope>EVB</scope></search><sort><creationdate>19980728</creationdate><title>DRILLING METHOD FOR ANCHOR BOLT OF STEEL PLATE LINING</title><author>FUKUI TATSURO</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPH10196048A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1998</creationdate><topic>ASSEMBLY OF BRIDGES</topic><topic>BUILDING</topic><topic>BUILDING MATERIALS</topic><topic>CONSTRUCTION OF BRIDGES</topic><topic>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</topic><topic>FIXED CONSTRUCTIONS</topic><topic>OR VIADUCTS</topic><topic>STRUCTURAL ELEMENTS</topic><toplevel>online_resources</toplevel><creatorcontrib>FUKUI TATSURO</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>FUKUI TATSURO</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>DRILLING METHOD FOR ANCHOR BOLT OF STEEL PLATE LINING</title><date>1998-07-28</date><risdate>1998</risdate><abstract>PROBLEM TO BE SOLVED: To constitute no obstacle to injection filling of coagulating reinforcing agent by drilling a hole for temporary stopping by an anchor bolt with a ring- like spacer interposed between a steel plate and a concrete structure. SOLUTION: In case of lining steel plates 3, 3 for earthquake resisting reinforcement in a region of a concrete structure 1 where the generation of cracks due to an earthquake is estimated, a drilled hole 9 for temporarily stopping by an anchor bolt is provided in a designated region of the steel plate 3. At this time, a ring-like space formed of resin elastic material such as soft plastic, foam styrol is set between the steel plate 3 and the concrete structure 1 of the drilled region by adhesion. Whereupon, cuttings 10, 10 produced by formation of the drilled hole 9 can be prevented from dropping in a gap 11 produced between the outer surface of the concrete structure 1 and the inner surface of the steel plate 3. Thus, it causes no obstacle to injection filling of a coagulating reinforcing agent such as resin or the like in the subsequent process.</abstract><edition>6</edition><oa>free_for_read</oa></addata></record> |
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| subjects | ASSEMBLY OF BRIDGES BUILDING BUILDING MATERIALS CONSTRUCTION OF BRIDGES CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES FIXED CONSTRUCTIONS OR VIADUCTS STRUCTURAL ELEMENTS |
| title | DRILLING METHOD FOR ANCHOR BOLT OF STEEL PLATE LINING |
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