Fabricated member partially coated with steel-concrete composite shear wall
The invention discloses a partially coated steel-concrete composite shear wall assembly type component which comprises a web plate, a horizontal stiffening rib, a pair of floor hidden beams, a pair of end columns, pouring holes, vertical steel bars, end column stirrups, end column longitudinal bars...
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| creator | LIN WEI ZHU JIE ZHENG XIAOQING YE LINGPENG ZHANG XIANCHANG XIAO ZHIBIN ZHU HAOCHUAN |
| description | The invention discloses a partially coated steel-concrete composite shear wall assembly type component which comprises a web plate, a horizontal stiffening rib, a pair of floor hidden beams, a pair of end columns, pouring holes, vertical steel bars, end column stirrups, end column longitudinal bars and coated concrete, and the web plate, the pair of floor hidden beams and the pair of end columns are all provided with the pouring holes. The horizontal stiffening rib, the pair of floor hidden beams and the pair of end columns are all welded to the web to form a steel rib component, the vertical steel bars, the end column stirrups and the end column longitudinal bars are welded to the steel rib component to form an integral steel rib, and outer wrapped concrete is poured on the two sides of the integral steel rib. According to the partially-coated steel-concrete composite shear wall fabricated member, the technical problem of concrete pouring of a composite member is solved, the production process measures are s |
| format | Patent |
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The horizontal stiffening rib, the pair of floor hidden beams and the pair of end columns are all welded to the web to form a steel rib component, the vertical steel bars, the end column stirrups and the end column longitudinal bars are welded to the steel rib component to form an integral steel rib, and outer wrapped concrete is poured on the two sides of the integral steel rib. According to the partially-coated steel-concrete composite shear wall fabricated member, the technical problem of concrete pouring of a composite member is solved, the production process measures are s</description><language>chi ; eng</language><subject>BUILDING ; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE ; BUILDING MATERIALS ; CEILINGS ; FIXED CONSTRUCTIONS ; FLOORS ; FORMS ; GENERAL BUILDING CONSTRUCTIONS ; HANDLING BUILDING MATERIALS ON THE SITE ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS ; ROOFS ; SCAFFOLDING ; SHUTTERING ; STRUCTURAL ELEMENTS ; WALLS, e.g. PARTITIONS</subject><creationdate>2022</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=20220301&DB=EPODOC&CC=CN&NR=114108883A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25544,76292</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20220301&DB=EPODOC&CC=CN&NR=114108883A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>LIN WEI</creatorcontrib><creatorcontrib>ZHU JIE</creatorcontrib><creatorcontrib>ZHENG XIAOQING</creatorcontrib><creatorcontrib>YE LINGPENG</creatorcontrib><creatorcontrib>ZHANG XIANCHANG</creatorcontrib><creatorcontrib>XIAO ZHIBIN</creatorcontrib><creatorcontrib>ZHU HAOCHUAN</creatorcontrib><title>Fabricated member partially coated with steel-concrete composite shear wall</title><description>The invention discloses a partially coated steel-concrete composite shear wall assembly type component which comprises a web plate, a horizontal stiffening rib, a pair of floor hidden beams, a pair of end columns, pouring holes, vertical steel bars, end column stirrups, end column longitudinal bars and coated concrete, and the web plate, the pair of floor hidden beams and the pair of end columns are all provided with the pouring holes. The horizontal stiffening rib, the pair of floor hidden beams and the pair of end columns are all welded to the web to form a steel rib component, the vertical steel bars, the end column stirrups and the end column longitudinal bars are welded to the steel rib component to form an integral steel rib, and outer wrapped concrete is poured on the two sides of the integral steel rib. 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The horizontal stiffening rib, the pair of floor hidden beams and the pair of end columns are all welded to the web to form a steel rib component, the vertical steel bars, the end column stirrups and the end column longitudinal bars are welded to the steel rib component to form an integral steel rib, and outer wrapped concrete is poured on the two sides of the integral steel rib. According to the partially-coated steel-concrete composite shear wall fabricated member, the technical problem of concrete pouring of a composite member is solved, the production process measures are s</abstract><oa>free_for_read</oa></addata></record> |
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| language | chi ; eng |
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| subjects | BUILDING BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE BUILDING MATERIALS CEILINGS FIXED CONSTRUCTIONS FLOORS FORMS GENERAL BUILDING CONSTRUCTIONS HANDLING BUILDING MATERIALS ON THE SITE INSULATION OR OTHER PROTECTION OF BUILDINGS REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS ROOFS SCAFFOLDING SHUTTERING STRUCTURAL ELEMENTS WALLS, e.g. PARTITIONS |
| title | Fabricated member partially coated with steel-concrete composite shear wall |
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