Fabricated concrete shear wall local prestress connecting structure
The invention discloses a fabricated concrete shear wall local prestress connecting structure. The fabricated concrete shear wall local prestress connecting structure comprises a prefabricated concrete shear wall, wherein tie bars are arranged on the prefabricated concrete shear wall, and a lower en...
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 | ZHI QING XIONG XINFU YANG WENJIE GONG LIANGYONG WEI LUOFEI |
| description | The invention discloses a fabricated concrete shear wall local prestress connecting structure. The fabricated concrete shear wall local prestress connecting structure comprises a prefabricated concrete shear wall, wherein tie bars are arranged on the prefabricated concrete shear wall, and a lower end component is arranged at the bottom of the prefabricated concrete shear wall. According to the fabricated concrete shear wall local prestress connecting structure, a traditional steel sleeve grouting mode is abandoned, a prestressed steel bar tensioning mode is adopted, under the condition that the material consumption is far less than the material consumption of the steel sleeve grouting mode, the joint bearing capacity is close to or even larger than the bearing capacity improved through thesteel sleeve grouting mode, and the economy and the safety are achieved; and the stress of the middle of the connecting part between the prefabricated concrete shear wall of the fabricated concrete shear wall local prestress |
| format | Patent |
| fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN111485645A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN111485645A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN111485645A3</originalsourceid><addsrcrecordid>eNrjZHB2S0wqykxOLElNUUjOz0suSi1JVSjOSE0sUihPzMlRyMlPTsxRKChKLS4B4mKQmrzU5JLMvHQFoEhpcklpUSoPA2taYk5xKi-U5mZQdHMNcfbQTS3Ij08tLkhMTs1LLYl39jM0NDSxMDUzMXU0JkYNALtWMxo</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Fabricated concrete shear wall local prestress connecting structure</title><source>esp@cenet</source><creator>ZHI QING ; XIONG XINFU ; YANG WENJIE ; GONG LIANGYONG ; WEI LUOFEI</creator><creatorcontrib>ZHI QING ; XIONG XINFU ; YANG WENJIE ; GONG LIANGYONG ; WEI LUOFEI</creatorcontrib><description>The invention discloses a fabricated concrete shear wall local prestress connecting structure. The fabricated concrete shear wall local prestress connecting structure comprises a prefabricated concrete shear wall, wherein tie bars are arranged on the prefabricated concrete shear wall, and a lower end component is arranged at the bottom of the prefabricated concrete shear wall. According to the fabricated concrete shear wall local prestress connecting structure, a traditional steel sleeve grouting mode is abandoned, a prestressed steel bar tensioning mode is adopted, under the condition that the material consumption is far less than the material consumption of the steel sleeve grouting mode, the joint bearing capacity is close to or even larger than the bearing capacity improved through thesteel sleeve grouting mode, and the economy and the safety are achieved; and the stress of the middle of the connecting part between the prefabricated concrete shear wall of the fabricated concrete shear wall local prestress</description><language>chi ; eng</language><subject>BUILDING ; BUILDING MATERIALS ; CEILINGS ; FIXED CONSTRUCTIONS ; FLOORS ; GENERAL BUILDING CONSTRUCTIONS ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; ROOFS ; STRUCTURAL ELEMENTS ; WALLS, e.g. PARTITIONS</subject><creationdate>2020</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=20200804&DB=EPODOC&CC=CN&NR=111485645A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20200804&DB=EPODOC&CC=CN&NR=111485645A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ZHI QING</creatorcontrib><creatorcontrib>XIONG XINFU</creatorcontrib><creatorcontrib>YANG WENJIE</creatorcontrib><creatorcontrib>GONG LIANGYONG</creatorcontrib><creatorcontrib>WEI LUOFEI</creatorcontrib><title>Fabricated concrete shear wall local prestress connecting structure</title><description>The invention discloses a fabricated concrete shear wall local prestress connecting structure. The fabricated concrete shear wall local prestress connecting structure comprises a prefabricated concrete shear wall, wherein tie bars are arranged on the prefabricated concrete shear wall, and a lower end component is arranged at the bottom of the prefabricated concrete shear wall. According to the fabricated concrete shear wall local prestress connecting structure, a traditional steel sleeve grouting mode is abandoned, a prestressed steel bar tensioning mode is adopted, under the condition that the material consumption is far less than the material consumption of the steel sleeve grouting mode, the joint bearing capacity is close to or even larger than the bearing capacity improved through thesteel sleeve grouting mode, and the economy and the safety are achieved; and the stress of the middle of the connecting part between the prefabricated concrete shear wall of the fabricated concrete shear wall local prestress</description><subject>BUILDING</subject><subject>BUILDING MATERIALS</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>STRUCTURAL ELEMENTS</subject><subject>WALLS, e.g. PARTITIONS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2020</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZHB2S0wqykxOLElNUUjOz0suSi1JVSjOSE0sUihPzMlRyMlPTsxRKChKLS4B4mKQmrzU5JLMvHQFoEhpcklpUSoPA2taYk5xKi-U5mZQdHMNcfbQTS3Ij08tLkhMTs1LLYl39jM0NDSxMDUzMXU0JkYNALtWMxo</recordid><startdate>20200804</startdate><enddate>20200804</enddate><creator>ZHI QING</creator><creator>XIONG XINFU</creator><creator>YANG WENJIE</creator><creator>GONG LIANGYONG</creator><creator>WEI LUOFEI</creator><scope>EVB</scope></search><sort><creationdate>20200804</creationdate><title>Fabricated concrete shear wall local prestress connecting structure</title><author>ZHI QING ; XIONG XINFU ; YANG WENJIE ; GONG LIANGYONG ; WEI LUOFEI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN111485645A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2020</creationdate><topic>BUILDING</topic><topic>BUILDING MATERIALS</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>STRUCTURAL ELEMENTS</topic><topic>WALLS, e.g. PARTITIONS</topic><toplevel>online_resources</toplevel><creatorcontrib>ZHI QING</creatorcontrib><creatorcontrib>XIONG XINFU</creatorcontrib><creatorcontrib>YANG WENJIE</creatorcontrib><creatorcontrib>GONG LIANGYONG</creatorcontrib><creatorcontrib>WEI LUOFEI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>ZHI QING</au><au>XIONG XINFU</au><au>YANG WENJIE</au><au>GONG LIANGYONG</au><au>WEI LUOFEI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Fabricated concrete shear wall local prestress connecting structure</title><date>2020-08-04</date><risdate>2020</risdate><abstract>The invention discloses a fabricated concrete shear wall local prestress connecting structure. The fabricated concrete shear wall local prestress connecting structure comprises a prefabricated concrete shear wall, wherein tie bars are arranged on the prefabricated concrete shear wall, and a lower end component is arranged at the bottom of the prefabricated concrete shear wall. According to the fabricated concrete shear wall local prestress connecting structure, a traditional steel sleeve grouting mode is abandoned, a prestressed steel bar tensioning mode is adopted, under the condition that the material consumption is far less than the material consumption of the steel sleeve grouting mode, the joint bearing capacity is close to or even larger than the bearing capacity improved through thesteel sleeve grouting mode, and the economy and the safety are achieved; and the stress of the middle of the connecting part between the prefabricated concrete shear wall of the fabricated concrete shear wall local prestress</abstract><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext_linktorsrc |
| identifier | |
| ispartof | |
| issn | |
| language | chi ; eng |
| recordid | cdi_epo_espacenet_CN111485645A |
| source | esp@cenet |
| subjects | BUILDING BUILDING MATERIALS CEILINGS FIXED CONSTRUCTIONS FLOORS GENERAL BUILDING CONSTRUCTIONS INSULATION OR OTHER PROTECTION OF BUILDINGS ROOFS STRUCTURAL ELEMENTS WALLS, e.g. PARTITIONS |
| title | Fabricated concrete shear wall local prestress connecting structure |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-05T14%3A58%3A30IST&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=ZHI%20QING&rft.date=2020-08-04&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN111485645A%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 |