SYNTHETIC FLOOR SLAB AND ITS REINFORCEMENT METHOD
PROBLEM TO BE SOLVED: To provide a synthetic floor slab capable of obtaining a desired bending rigidity with a predetermined thickness (height) by fewer reinforcements, enabling the optimum design dimensions to be set easily, capable of preventing concrete cavities from being formed on the lower sur...
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| creator | NAKAMURA YOSHIHIKO FUKUDA SHOTA TOKUSHIGE MASAFUMI |
| description | PROBLEM TO BE SOLVED: To provide a synthetic floor slab capable of obtaining a desired bending rigidity with a predetermined thickness (height) by fewer reinforcements, enabling the optimum design dimensions to be set easily, capable of preventing concrete cavities from being formed on the lower surface of a flange section, and enabling processing costs for cutting, boring, and painting to be reduced, and also provide a method of reinforcing the synthetic floor slab. SOLUTION: This synthetic slab 14 includes a horizontally extending flat tabular bottom steel plate 12 and a plurality of reinforcements 20 welded to the upper surface of the bottom steel plate at intervals parallel to each other. The reinforcement 20 includes a web 12 which is formed of a rectangular steel plate bent in the longitudinal direction and which extends from a leg section 12a welded to the bottom steel plate 12 vertically to the bottom steel plate and a tilted flange 14 bent from the upper end of the web at a predetermined upward angle relative to the horizontal. COPYRIGHT: (C)2010,JPO&INPIT |
| format | Patent |
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SOLUTION: This synthetic slab 14 includes a horizontally extending flat tabular bottom steel plate 12 and a plurality of reinforcements 20 welded to the upper surface of the bottom steel plate at intervals parallel to each other. The reinforcement 20 includes a web 12 which is formed of a rectangular steel plate bent in the longitudinal direction and which extends from a leg section 12a welded to the bottom steel plate 12 vertically to the bottom steel plate and a tilted flange 14 bent from the upper end of the web at a predetermined upward angle relative to the horizontal. COPYRIGHT: (C)2010,JPO&INPIT</description><language>eng</language><subject>ASSEMBLY OF BRIDGES ; BUILDING ; CEILINGS ; CONSTRUCTION OF BRIDGES ; CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES ; FIXED CONSTRUCTIONS ; FLOORS ; GENERAL BUILDING CONSTRUCTIONS ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; OR VIADUCTS ; ROOFS ; WALLS, e.g. PARTITIONS</subject><creationdate>2009</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=20091210&DB=EPODOC&CC=JP&NR=2009287226A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25562,76317</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20091210&DB=EPODOC&CC=JP&NR=2009287226A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>NAKAMURA YOSHIHIKO</creatorcontrib><creatorcontrib>FUKUDA SHOTA</creatorcontrib><creatorcontrib>TOKUSHIGE MASAFUMI</creatorcontrib><title>SYNTHETIC FLOOR SLAB AND ITS REINFORCEMENT METHOD</title><description>PROBLEM TO BE SOLVED: To provide a synthetic floor slab capable of obtaining a desired bending rigidity with a predetermined thickness (height) by fewer reinforcements, enabling the optimum design dimensions to be set easily, capable of preventing concrete cavities from being formed on the lower surface of a flange section, and enabling processing costs for cutting, boring, and painting to be reduced, and also provide a method of reinforcing the synthetic floor slab. SOLUTION: This synthetic slab 14 includes a horizontally extending flat tabular bottom steel plate 12 and a plurality of reinforcements 20 welded to the upper surface of the bottom steel plate at intervals parallel to each other. The reinforcement 20 includes a web 12 which is formed of a rectangular steel plate bent in the longitudinal direction and which extends from a leg section 12a welded to the bottom steel plate 12 vertically to the bottom steel plate and a tilted flange 14 bent from the upper end of the web at a predetermined upward angle relative to the horizontal. COPYRIGHT: (C)2010,JPO&INPIT</description><subject>ASSEMBLY OF BRIDGES</subject><subject>BUILDING</subject><subject>CEILINGS</subject><subject>CONSTRUCTION OF BRIDGES</subject><subject>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FLOORS</subject><subject>GENERAL BUILDING CONSTRUCTIONS</subject><subject>INSULATION OR OTHER PROTECTION OF BUILDINGS</subject><subject>OR VIADUCTS</subject><subject>ROOFS</subject><subject>WALLS, e.g. PARTITIONS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2009</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZDAMjvQL8XAN8XRWcPPx9w9SCPZxdFJw9HNR8AwJVghy9fRz8w9ydvV19QtR8HUN8fB34WFgTUvMKU7lhdLcDEpuriHOHrqpBfnxqcUFicmpeakl8V4BRgYGlkYW5kZGZo7GRCkCAKJiJww</recordid><startdate>20091210</startdate><enddate>20091210</enddate><creator>NAKAMURA YOSHIHIKO</creator><creator>FUKUDA SHOTA</creator><creator>TOKUSHIGE MASAFUMI</creator><scope>EVB</scope></search><sort><creationdate>20091210</creationdate><title>SYNTHETIC FLOOR SLAB AND ITS REINFORCEMENT METHOD</title><author>NAKAMURA YOSHIHIKO ; FUKUDA SHOTA ; TOKUSHIGE MASAFUMI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2009287226A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2009</creationdate><topic>ASSEMBLY OF BRIDGES</topic><topic>BUILDING</topic><topic>CEILINGS</topic><topic>CONSTRUCTION OF BRIDGES</topic><topic>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FLOORS</topic><topic>GENERAL BUILDING CONSTRUCTIONS</topic><topic>INSULATION OR OTHER PROTECTION OF BUILDINGS</topic><topic>OR VIADUCTS</topic><topic>ROOFS</topic><topic>WALLS, e.g. PARTITIONS</topic><toplevel>online_resources</toplevel><creatorcontrib>NAKAMURA YOSHIHIKO</creatorcontrib><creatorcontrib>FUKUDA SHOTA</creatorcontrib><creatorcontrib>TOKUSHIGE MASAFUMI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>NAKAMURA YOSHIHIKO</au><au>FUKUDA SHOTA</au><au>TOKUSHIGE MASAFUMI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>SYNTHETIC FLOOR SLAB AND ITS REINFORCEMENT METHOD</title><date>2009-12-10</date><risdate>2009</risdate><abstract>PROBLEM TO BE SOLVED: To provide a synthetic floor slab capable of obtaining a desired bending rigidity with a predetermined thickness (height) by fewer reinforcements, enabling the optimum design dimensions to be set easily, capable of preventing concrete cavities from being formed on the lower surface of a flange section, and enabling processing costs for cutting, boring, and painting to be reduced, and also provide a method of reinforcing the synthetic floor slab. SOLUTION: This synthetic slab 14 includes a horizontally extending flat tabular bottom steel plate 12 and a plurality of reinforcements 20 welded to the upper surface of the bottom steel plate at intervals parallel to each other. The reinforcement 20 includes a web 12 which is formed of a rectangular steel plate bent in the longitudinal direction and which extends from a leg section 12a welded to the bottom steel plate 12 vertically to the bottom steel plate and a tilted flange 14 bent from the upper end of the web at a predetermined upward angle relative to the horizontal. COPYRIGHT: (C)2010,JPO&INPIT</abstract><oa>free_for_read</oa></addata></record> |
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| subjects | ASSEMBLY OF BRIDGES BUILDING CEILINGS CONSTRUCTION OF BRIDGES CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES FIXED CONSTRUCTIONS FLOORS GENERAL BUILDING CONSTRUCTIONS INSULATION OR OTHER PROTECTION OF BUILDINGS OR VIADUCTS ROOFS WALLS, e.g. PARTITIONS |
| title | SYNTHETIC FLOOR SLAB AND ITS REINFORCEMENT METHOD |
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