BIDIRECTIONAL COMPOSITE FLOOR SLAB
PROBLEM TO BE SOLVED: To provide a composite floor slab which has excellent resistance to excessive shear force imposed on the floor slab, without setting shear reinforcements on the same. SOLUTION: The steel/concrete composite floor slab D is formed of a steel plate 1, concrete 4 placed on the stee...
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| creator | TANAKA MURAHITO NAKANISHI KATSUYOSHI INOMURA YASUHIRO |
| description | PROBLEM TO BE SOLVED: To provide a composite floor slab which has excellent resistance to excessive shear force imposed on the floor slab, without setting shear reinforcements on the same. SOLUTION: The steel/concrete composite floor slab D is formed of a steel plate 1, concrete 4 placed on the steel plate, and headed studs 2, 3 each having a lower portion thereof joined to the steel plate 1 and functioning to prevent deviation of the concrete, and has haunch portions at least in two directions. According to the structure of the composite floor slab, an axial direction of each headed stud is diagonally arranged with respect to a cross sectional neutral axis of the concrete, or alternatively the headed stud has an irregular-shape shaft portion, and therefore the headed stud exerts a shear resisting function of the composite floor slab. COPYRIGHT: (C)2006,JPO&NCIPI |
| format | Patent |
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SOLUTION: The steel/concrete composite floor slab D is formed of a steel plate 1, concrete 4 placed on the steel plate, and headed studs 2, 3 each having a lower portion thereof joined to the steel plate 1 and functioning to prevent deviation of the concrete, and has haunch portions at least in two directions. According to the structure of the composite floor slab, an axial direction of each headed stud is diagonally arranged with respect to a cross sectional neutral axis of the concrete, or alternatively the headed stud has an irregular-shape shaft portion, and therefore the headed stud exerts a shear resisting function of the composite floor slab. COPYRIGHT: (C)2006,JPO&NCIPI</description><edition>7</edition><language>eng</language><subject>ASSEMBLY OF BRIDGES ; BUILDING ; CEILINGS ; CONSTRUCTION OF BRIDGES ; CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES ; CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, ORTHE LIKE ; FIXED CONSTRUCTIONS ; FLOORS ; GENERAL BUILDING CONSTRUCTIONS ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR ; OR VIADUCTS ; ROOFS ; WALLS, e.g. PARTITIONS</subject><creationdate>2005</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=20051006&DB=EPODOC&CC=JP&NR=2005273289A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25543,76293</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20051006&DB=EPODOC&CC=JP&NR=2005273289A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>TANAKA MURAHITO</creatorcontrib><creatorcontrib>NAKANISHI KATSUYOSHI</creatorcontrib><creatorcontrib>INOMURA YASUHIRO</creatorcontrib><title>BIDIRECTIONAL COMPOSITE FLOOR SLAB</title><description>PROBLEM TO BE SOLVED: To provide a composite floor slab which has excellent resistance to excessive shear force imposed on the floor slab, without setting shear reinforcements on the same. 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SOLUTION: The steel/concrete composite floor slab D is formed of a steel plate 1, concrete 4 placed on the steel plate, and headed studs 2, 3 each having a lower portion thereof joined to the steel plate 1 and functioning to prevent deviation of the concrete, and has haunch portions at least in two directions. According to the structure of the composite floor slab, an axial direction of each headed stud is diagonally arranged with respect to a cross sectional neutral axis of the concrete, or alternatively the headed stud has an irregular-shape shaft portion, and therefore the headed stud exerts a shear resisting function of the composite floor slab. COPYRIGHT: (C)2006,JPO&NCIPI</abstract><edition>7</edition><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 CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, ORTHE LIKE FIXED CONSTRUCTIONS FLOORS GENERAL BUILDING CONSTRUCTIONS INSULATION OR OTHER PROTECTION OF BUILDINGS MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR OR VIADUCTS ROOFS WALLS, e.g. PARTITIONS |
| title | BIDIRECTIONAL COMPOSITE FLOOR SLAB |
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