Assembled concrete variable cross section shear force wall limb and preparation mould thereof
The utility model belongs to the technical field of building material and construction. Concretely relates to assembled concrete variable cross section shear force wall limb and preparation mould thereof, shear force wall limb includes wall limb upper segment (1A) and reduces the wall limb hypomere...
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| creator | ZHAI JUN YAO FANGHUI YAO WEIHUA |
| description | The utility model belongs to the technical field of building material and construction. Concretely relates to assembled concrete variable cross section shear force wall limb and preparation mould thereof, shear force wall limb includes wall limb upper segment (1A) and reduces the wall limb hypomere (1B) of formation through the variable cross section, a whole forming for concrete placement, the both sides end is provided with edge member (104), installs ligature good edge member vertical reinforcement (1041) and stirrup (1042), through the variable cross section, the steel bar joint (1E) of exposed wall limb hypomere (1B) both sides vertical reinforcement (101), edge member vertical reinforcement (1041) conveniently adopts welding method to solve the insecure problem of connection of shearforce wall limb vertical reinforcement (101), edge member vertical reinforcement (1041), the connection and the various reinforcing bar that adopt whole prefabricated method to solve horizontal reinforcement (102) are failed |
| format | Patent |
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Concretely relates to assembled concrete variable cross section shear force wall limb and preparation mould thereof, shear force wall limb includes wall limb upper segment (1A) and reduces the wall limb hypomere (1B) of formation through the variable cross section, a whole forming for concrete placement, the both sides end is provided with edge member (104), installs ligature good edge member vertical reinforcement (1041) and stirrup (1042), through the variable cross section, the steel bar joint (1E) of exposed wall limb hypomere (1B) both sides vertical reinforcement (101), edge member vertical reinforcement (1041) conveniently adopts welding method to solve the insecure problem of connection of shearforce wall limb vertical reinforcement (101), edge member vertical reinforcement (1041), the connection and the various reinforcing bar that adopt whole prefabricated method to solve horizontal reinforcement (102) are failed</description><language>chi ; eng</language><subject>BUILDING ; CEILINGS ; FIXED CONSTRUCTIONS ; FLOORS ; GENERAL BUILDING CONSTRUCTIONS ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; PERFORMING OPERATIONS ; ROOFS ; SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS, SLAG, OR MIXTURESCONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER ; TRANSPORTING ; WALLS, e.g. PARTITIONS ; WORKING CEMENT, CLAY, OR STONE</subject><creationdate>2018</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=20180525&DB=EPODOC&CC=CN&NR=207405819U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76516</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20180525&DB=EPODOC&CC=CN&NR=207405819U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ZHAI JUN</creatorcontrib><creatorcontrib>YAO FANGHUI</creatorcontrib><creatorcontrib>YAO WEIHUA</creatorcontrib><title>Assembled concrete variable cross section shear force wall limb and preparation mould thereof</title><description>The utility model belongs to the technical field of building material and construction. Concretely relates to assembled concrete variable cross section shear force wall limb and preparation mould thereof, shear force wall limb includes wall limb upper segment (1A) and reduces the wall limb hypomere (1B) of formation through the variable cross section, a whole forming for concrete placement, the both sides end is provided with edge member (104), installs ligature good edge member vertical reinforcement (1041) and stirrup (1042), through the variable cross section, the steel bar joint (1E) of exposed wall limb hypomere (1B) both sides vertical reinforcement (101), edge member vertical reinforcement (1041) conveniently adopts welding method to solve the insecure problem of connection of shearforce wall limb vertical reinforcement (101), edge member vertical reinforcement (1041), the connection and the various reinforcing bar that adopt whole prefabricated method to solve horizontal reinforcement (102) are failed</description><subject>BUILDING</subject><subject>CEILINGS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FLOORS</subject><subject>GENERAL BUILDING CONSTRUCTIONS</subject><subject>INSULATION OR OTHER PROTECTION OF BUILDINGS</subject><subject>PERFORMING OPERATIONS</subject><subject>ROOFS</subject><subject>SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS, SLAG, OR MIXTURESCONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER</subject><subject>TRANSPORTING</subject><subject>WALLS, e.g. PARTITIONS</subject><subject>WORKING CEMENT, CLAY, OR STONE</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2018</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNyrsKwkAQRuE0FqK-w2AvxBtqKUGxsjKlhMnmDwlsdpaZVV9fER_A6sDhG2f3oxmG2qMhJ8EpEujJ2vNnkVMxI4NLvQSyDqzUijrQi70n3w81cWgoKiIrf9UgD99Q6qCQdpqNWvaG2a-TbH4-3YrLAlEqWGSHgFQV11W-2-Tb_fJQluu_0BuTfj1E</recordid><startdate>20180525</startdate><enddate>20180525</enddate><creator>ZHAI JUN</creator><creator>YAO FANGHUI</creator><creator>YAO WEIHUA</creator><scope>EVB</scope></search><sort><creationdate>20180525</creationdate><title>Assembled concrete variable cross section shear force wall limb and preparation mould thereof</title><author>ZHAI JUN ; YAO FANGHUI ; YAO WEIHUA</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN207405819UU3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2018</creationdate><topic>BUILDING</topic><topic>CEILINGS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FLOORS</topic><topic>GENERAL BUILDING CONSTRUCTIONS</topic><topic>INSULATION OR OTHER PROTECTION OF BUILDINGS</topic><topic>PERFORMING OPERATIONS</topic><topic>ROOFS</topic><topic>SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS, SLAG, OR MIXTURESCONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER</topic><topic>TRANSPORTING</topic><topic>WALLS, e.g. PARTITIONS</topic><topic>WORKING CEMENT, CLAY, OR STONE</topic><toplevel>online_resources</toplevel><creatorcontrib>ZHAI JUN</creatorcontrib><creatorcontrib>YAO FANGHUI</creatorcontrib><creatorcontrib>YAO WEIHUA</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>ZHAI JUN</au><au>YAO FANGHUI</au><au>YAO WEIHUA</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Assembled concrete variable cross section shear force wall limb and preparation mould thereof</title><date>2018-05-25</date><risdate>2018</risdate><abstract>The utility model belongs to the technical field of building material and construction. Concretely relates to assembled concrete variable cross section shear force wall limb and preparation mould thereof, shear force wall limb includes wall limb upper segment (1A) and reduces the wall limb hypomere (1B) of formation through the variable cross section, a whole forming for concrete placement, the both sides end is provided with edge member (104), installs ligature good edge member vertical reinforcement (1041) and stirrup (1042), through the variable cross section, the steel bar joint (1E) of exposed wall limb hypomere (1B) both sides vertical reinforcement (101), edge member vertical reinforcement (1041) conveniently adopts welding method to solve the insecure problem of connection of shearforce wall limb vertical reinforcement (101), edge member vertical reinforcement (1041), the connection and the various reinforcing bar that adopt whole prefabricated method to solve horizontal reinforcement (102) are failed</abstract><oa>free_for_read</oa></addata></record> |
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| language | chi ; eng |
| recordid | cdi_epo_espacenet_CN207405819UU |
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| subjects | BUILDING CEILINGS FIXED CONSTRUCTIONS FLOORS GENERAL BUILDING CONSTRUCTIONS INSULATION OR OTHER PROTECTION OF BUILDINGS PERFORMING OPERATIONS ROOFS SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS, SLAG, OR MIXTURESCONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER TRANSPORTING WALLS, e.g. PARTITIONS WORKING CEMENT, CLAY, OR STONE |
| title | Assembled concrete variable cross section shear force wall limb and preparation mould thereof |
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