Nuclear engineering reinforcement cage composite floor slab and floor
The utility model relates to the technical field of nuclear engineering industrialization and modularization construction, in particular to a nuclear engineering reinforcement cage composite floor slab and a floor, and the nuclear engineering reinforcement cage composite floor slab comprises a reinf...
Gespeichert in:
| Hauptverfasser: | , , , , , , , , , , , |
|---|---|
| Format: | Patent |
| Sprache: | chi ; eng |
| Schlagworte: | |
| Online-Zugang: | Volltext bestellen |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | |
|---|---|
| container_issue | |
| container_start_page | |
| container_title | |
| container_volume | |
| creator | WANG BAOSHU ZHAO WEIMIN LI YUMIN SUI CHUNGUANG XU GUOZHEN WANG YANCHAO YANG YE CAI LIJIAN FENG ZHIMAO MA YING YU YUE LIU JINGCHEN |
| description | The utility model relates to the technical field of nuclear engineering industrialization and modularization construction, in particular to a nuclear engineering reinforcement cage composite floor slab and a floor, and the nuclear engineering reinforcement cage composite floor slab comprises a reinforcement cage, a prefabricated bottom plate and a post-pouring concrete composite layer; the reinforcement cage is formed by connecting a first reinforcement mesh with a second reinforcement mesh through tie bars and is manufactured in a prefabrication site; the prefabricated bottom plate is formed by pouring concrete on the lower parts of the first reinforcing mesh and the tie bars; and the post-poured concrete laminated layer is formed by pouring concrete on the upper parts of the second reinforcing mesh and the tie bars, and is manufactured on the construction site. The floor comprises a plurality of nuclear engineering reinforcement cage composite floor slabs. According to the method, a reinforcement cage is ma |
| format | Patent |
| fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN219638202UU</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN219638202UU</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN219638202UU3</originalsourceid><addsrcrecordid>eNqNyjEKAjEQRuE0FqLeYbAXNAui9bJitZVbL2P8EwLZmZDE-1voAaweH7y1Gca3S-BCkBAFKFECFUTxWhwWSCPHAeR0yVpjA_mkWqgmfhLL68utWXlOFbtfN2Z_Gx79_YCsM2pmB0Gb-9GerufuYo92mrq_pg-IlTRE</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Nuclear engineering reinforcement cage composite floor slab and floor</title><source>esp@cenet</source><creator>WANG BAOSHU ; ZHAO WEIMIN ; LI YUMIN ; SUI CHUNGUANG ; XU GUOZHEN ; WANG YANCHAO ; YANG YE ; CAI LIJIAN ; FENG ZHIMAO ; MA YING ; YU YUE ; LIU JINGCHEN</creator><creatorcontrib>WANG BAOSHU ; ZHAO WEIMIN ; LI YUMIN ; SUI CHUNGUANG ; XU GUOZHEN ; WANG YANCHAO ; YANG YE ; CAI LIJIAN ; FENG ZHIMAO ; MA YING ; YU YUE ; LIU JINGCHEN</creatorcontrib><description>The utility model relates to the technical field of nuclear engineering industrialization and modularization construction, in particular to a nuclear engineering reinforcement cage composite floor slab and a floor, and the nuclear engineering reinforcement cage composite floor slab comprises a reinforcement cage, a prefabricated bottom plate and a post-pouring concrete composite layer; the reinforcement cage is formed by connecting a first reinforcement mesh with a second reinforcement mesh through tie bars and is manufactured in a prefabrication site; the prefabricated bottom plate is formed by pouring concrete on the lower parts of the first reinforcing mesh and the tie bars; and the post-poured concrete laminated layer is formed by pouring concrete on the upper parts of the second reinforcing mesh and the tie bars, and is manufactured on the construction site. The floor comprises a plurality of nuclear engineering reinforcement cage composite floor slabs. According to the method, a reinforcement cage is ma</description><language>chi ; eng</language><subject>BUILDING ; CEILINGS ; FIXED CONSTRUCTIONS ; FLOORS ; GENERAL BUILDING CONSTRUCTIONS ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; ROOFS ; WALLS, e.g. PARTITIONS</subject><creationdate>2023</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=20230905&DB=EPODOC&CC=CN&NR=219638202U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20230905&DB=EPODOC&CC=CN&NR=219638202U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>WANG BAOSHU</creatorcontrib><creatorcontrib>ZHAO WEIMIN</creatorcontrib><creatorcontrib>LI YUMIN</creatorcontrib><creatorcontrib>SUI CHUNGUANG</creatorcontrib><creatorcontrib>XU GUOZHEN</creatorcontrib><creatorcontrib>WANG YANCHAO</creatorcontrib><creatorcontrib>YANG YE</creatorcontrib><creatorcontrib>CAI LIJIAN</creatorcontrib><creatorcontrib>FENG ZHIMAO</creatorcontrib><creatorcontrib>MA YING</creatorcontrib><creatorcontrib>YU YUE</creatorcontrib><creatorcontrib>LIU JINGCHEN</creatorcontrib><title>Nuclear engineering reinforcement cage composite floor slab and floor</title><description>The utility model relates to the technical field of nuclear engineering industrialization and modularization construction, in particular to a nuclear engineering reinforcement cage composite floor slab and a floor, and the nuclear engineering reinforcement cage composite floor slab comprises a reinforcement cage, a prefabricated bottom plate and a post-pouring concrete composite layer; the reinforcement cage is formed by connecting a first reinforcement mesh with a second reinforcement mesh through tie bars and is manufactured in a prefabrication site; the prefabricated bottom plate is formed by pouring concrete on the lower parts of the first reinforcing mesh and the tie bars; and the post-poured concrete laminated layer is formed by pouring concrete on the upper parts of the second reinforcing mesh and the tie bars, and is manufactured on the construction site. The floor comprises a plurality of nuclear engineering reinforcement cage composite floor slabs. According to the method, a reinforcement cage is ma</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>ROOFS</subject><subject>WALLS, e.g. PARTITIONS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2023</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNyjEKAjEQRuE0FqLeYbAXNAui9bJitZVbL2P8EwLZmZDE-1voAaweH7y1Gca3S-BCkBAFKFECFUTxWhwWSCPHAeR0yVpjA_mkWqgmfhLL68utWXlOFbtfN2Z_Gx79_YCsM2pmB0Gb-9GerufuYo92mrq_pg-IlTRE</recordid><startdate>20230905</startdate><enddate>20230905</enddate><creator>WANG BAOSHU</creator><creator>ZHAO WEIMIN</creator><creator>LI YUMIN</creator><creator>SUI CHUNGUANG</creator><creator>XU GUOZHEN</creator><creator>WANG YANCHAO</creator><creator>YANG YE</creator><creator>CAI LIJIAN</creator><creator>FENG ZHIMAO</creator><creator>MA YING</creator><creator>YU YUE</creator><creator>LIU JINGCHEN</creator><scope>EVB</scope></search><sort><creationdate>20230905</creationdate><title>Nuclear engineering reinforcement cage composite floor slab and floor</title><author>WANG BAOSHU ; ZHAO WEIMIN ; LI YUMIN ; SUI CHUNGUANG ; XU GUOZHEN ; WANG YANCHAO ; YANG YE ; CAI LIJIAN ; FENG ZHIMAO ; MA YING ; YU YUE ; LIU JINGCHEN</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN219638202UU3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2023</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>ROOFS</topic><topic>WALLS, e.g. PARTITIONS</topic><toplevel>online_resources</toplevel><creatorcontrib>WANG BAOSHU</creatorcontrib><creatorcontrib>ZHAO WEIMIN</creatorcontrib><creatorcontrib>LI YUMIN</creatorcontrib><creatorcontrib>SUI CHUNGUANG</creatorcontrib><creatorcontrib>XU GUOZHEN</creatorcontrib><creatorcontrib>WANG YANCHAO</creatorcontrib><creatorcontrib>YANG YE</creatorcontrib><creatorcontrib>CAI LIJIAN</creatorcontrib><creatorcontrib>FENG ZHIMAO</creatorcontrib><creatorcontrib>MA YING</creatorcontrib><creatorcontrib>YU YUE</creatorcontrib><creatorcontrib>LIU JINGCHEN</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>WANG BAOSHU</au><au>ZHAO WEIMIN</au><au>LI YUMIN</au><au>SUI CHUNGUANG</au><au>XU GUOZHEN</au><au>WANG YANCHAO</au><au>YANG YE</au><au>CAI LIJIAN</au><au>FENG ZHIMAO</au><au>MA YING</au><au>YU YUE</au><au>LIU JINGCHEN</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Nuclear engineering reinforcement cage composite floor slab and floor</title><date>2023-09-05</date><risdate>2023</risdate><abstract>The utility model relates to the technical field of nuclear engineering industrialization and modularization construction, in particular to a nuclear engineering reinforcement cage composite floor slab and a floor, and the nuclear engineering reinforcement cage composite floor slab comprises a reinforcement cage, a prefabricated bottom plate and a post-pouring concrete composite layer; the reinforcement cage is formed by connecting a first reinforcement mesh with a second reinforcement mesh through tie bars and is manufactured in a prefabrication site; the prefabricated bottom plate is formed by pouring concrete on the lower parts of the first reinforcing mesh and the tie bars; and the post-poured concrete laminated layer is formed by pouring concrete on the upper parts of the second reinforcing mesh and the tie bars, and is manufactured on the construction site. The floor comprises a plurality of nuclear engineering reinforcement cage composite floor slabs. According to the method, a reinforcement cage is ma</abstract><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext_linktorsrc |
| identifier | |
| ispartof | |
| issn | |
| language | chi ; eng |
| recordid | cdi_epo_espacenet_CN219638202UU |
| source | esp@cenet |
| subjects | BUILDING CEILINGS FIXED CONSTRUCTIONS FLOORS GENERAL BUILDING CONSTRUCTIONS INSULATION OR OTHER PROTECTION OF BUILDINGS ROOFS WALLS, e.g. PARTITIONS |
| title | Nuclear engineering reinforcement cage composite floor slab and floor |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-18T23%3A09%3A15IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-epo_EVB&rft_val_fmt=info:ofi/fmt:kev:mtx:patent&rft.genre=patent&rft.au=WANG%20BAOSHU&rft.date=2023-09-05&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN219638202UU%3C/epo_EVB%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true |