Construction method of three-dimensional counterforce structure laboratory
The invention discloses a construction method of a three-dimensional counter-force structure laboratory, which comprises a construction method of a counter-force wall and a construction method of a basement top plate counter-force pedestal, the construction method of the counter-force wall adopts un...
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 | GUO YING HE JIANCHAO REN XUDONG WEI HEXIN YU LIU |
| description | The invention discloses a construction method of a three-dimensional counter-force structure laboratory, which comprises a construction method of a counter-force wall and a construction method of a basement top plate counter-force pedestal, the construction method of the counter-force wall adopts unbonded steel strand prestressed tendons, and anchoring and re-tensioning lengthening sections are arranged at the upper ends of the prestressed tendons; loading holes are formed in the modules, a factory prefabricated structure is adopted, loading hole modules are installed on site, and after adjustment is completed, pairing connection is conducted; a bare concrete formwork is adopted and fixed to a loading hole, a counter-force wall formwork takes the loading hole as a split bolt through-wall hole, a basement top plate counter-force pedestal formwork supporting system is of a structure formed by connecting a scaffold supporting system and a loading hole independent support into a whole, and a leveling and height a |
| format | Patent |
| fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN116181120A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN116181120A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN116181120A3</originalsourceid><addsrcrecordid>eNqNi7EKAjEQBdNYiPoP6wccGAWxPYIiFlb2R8y9cAe57LHZFP69gn6A1RQzszQ3x7mo1KAjZ5qgA_fEkXQQoOnHCbl8jE8UuGaFRJYA-i5VQMk_WbyyvNZmEX0q2Py4MtvL-eGuDWbuUGYfkKGdu1t7tCdr97v28E_zBr75NlM</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Construction method of three-dimensional counterforce structure laboratory</title><source>esp@cenet</source><creator>GUO YING ; HE JIANCHAO ; REN XUDONG ; WEI HEXIN ; YU LIU</creator><creatorcontrib>GUO YING ; HE JIANCHAO ; REN XUDONG ; WEI HEXIN ; YU LIU</creatorcontrib><description>The invention discloses a construction method of a three-dimensional counter-force structure laboratory, which comprises a construction method of a counter-force wall and a construction method of a basement top plate counter-force pedestal, the construction method of the counter-force wall adopts unbonded steel strand prestressed tendons, and anchoring and re-tensioning lengthening sections are arranged at the upper ends of the prestressed tendons; loading holes are formed in the modules, a factory prefabricated structure is adopted, loading hole modules are installed on site, and after adjustment is completed, pairing connection is conducted; a bare concrete formwork is adopted and fixed to a loading hole, a counter-force wall formwork takes the loading hole as a split bolt through-wall hole, a basement top plate counter-force pedestal formwork supporting system is of a structure formed by connecting a scaffold supporting system and a loading hole independent support into a whole, and a leveling and height a</description><language>chi ; eng</language><subject>BUILDING ; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE ; BUILDING MATERIALS ; BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES ; CEILINGS ; EMBANKMENTS ; EXCAVATIONS ; FENCING ; FIXED CONSTRUCTIONS ; FLOORS ; FORMS ; FOUNDATIONS ; GENERAL BUILDING CONSTRUCTIONS ; HANDLING BUILDING MATERIALS ON THE SITE ; HYDRAULIC ENGINEERING ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; MASTS ; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS ; ROOFS ; SCAFFOLDING ; SHUTTERING ; SOIL SHIFTING ; STRUCTURAL ELEMENTS ; SWIMMING OR SPLASH BATHS OR POOLS ; TENTS OR CANOPIES, IN GENERAL ; UNDERGROUND OR UNDERWATER STRUCTURES ; 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=20230530&DB=EPODOC&CC=CN&NR=116181120A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20230530&DB=EPODOC&CC=CN&NR=116181120A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>GUO YING</creatorcontrib><creatorcontrib>HE JIANCHAO</creatorcontrib><creatorcontrib>REN XUDONG</creatorcontrib><creatorcontrib>WEI HEXIN</creatorcontrib><creatorcontrib>YU LIU</creatorcontrib><title>Construction method of three-dimensional counterforce structure laboratory</title><description>The invention discloses a construction method of a three-dimensional counter-force structure laboratory, which comprises a construction method of a counter-force wall and a construction method of a basement top plate counter-force pedestal, the construction method of the counter-force wall adopts unbonded steel strand prestressed tendons, and anchoring and re-tensioning lengthening sections are arranged at the upper ends of the prestressed tendons; loading holes are formed in the modules, a factory prefabricated structure is adopted, loading hole modules are installed on site, and after adjustment is completed, pairing connection is conducted; a bare concrete formwork is adopted and fixed to a loading hole, a counter-force wall formwork takes the loading hole as a split bolt through-wall hole, a basement top plate counter-force pedestal formwork supporting system is of a structure formed by connecting a scaffold supporting system and a loading hole independent support into a whole, and a leveling and height a</description><subject>BUILDING</subject><subject>BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE</subject><subject>BUILDING MATERIALS</subject><subject>BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES</subject><subject>CEILINGS</subject><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FENCING</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FLOORS</subject><subject>FORMS</subject><subject>FOUNDATIONS</subject><subject>GENERAL BUILDING CONSTRUCTIONS</subject><subject>HANDLING BUILDING MATERIALS ON THE SITE</subject><subject>HYDRAULIC ENGINEERING</subject><subject>INSULATION OR OTHER PROTECTION OF BUILDINGS</subject><subject>MASTS</subject><subject>REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS</subject><subject>ROOFS</subject><subject>SCAFFOLDING</subject><subject>SHUTTERING</subject><subject>SOIL SHIFTING</subject><subject>STRUCTURAL ELEMENTS</subject><subject>SWIMMING OR SPLASH BATHS OR POOLS</subject><subject>TENTS OR CANOPIES, IN GENERAL</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><subject>WALLS, e.g. PARTITIONS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2023</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNi7EKAjEQBdNYiPoP6wccGAWxPYIiFlb2R8y9cAe57LHZFP69gn6A1RQzszQ3x7mo1KAjZ5qgA_fEkXQQoOnHCbl8jE8UuGaFRJYA-i5VQMk_WbyyvNZmEX0q2Py4MtvL-eGuDWbuUGYfkKGdu1t7tCdr97v28E_zBr75NlM</recordid><startdate>20230530</startdate><enddate>20230530</enddate><creator>GUO YING</creator><creator>HE JIANCHAO</creator><creator>REN XUDONG</creator><creator>WEI HEXIN</creator><creator>YU LIU</creator><scope>EVB</scope></search><sort><creationdate>20230530</creationdate><title>Construction method of three-dimensional counterforce structure laboratory</title><author>GUO YING ; HE JIANCHAO ; REN XUDONG ; WEI HEXIN ; YU LIU</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN116181120A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2023</creationdate><topic>BUILDING</topic><topic>BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE</topic><topic>BUILDING MATERIALS</topic><topic>BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES</topic><topic>CEILINGS</topic><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FENCING</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FLOORS</topic><topic>FORMS</topic><topic>FOUNDATIONS</topic><topic>GENERAL BUILDING CONSTRUCTIONS</topic><topic>HANDLING BUILDING MATERIALS ON THE SITE</topic><topic>HYDRAULIC ENGINEERING</topic><topic>INSULATION OR OTHER PROTECTION OF BUILDINGS</topic><topic>MASTS</topic><topic>REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS</topic><topic>ROOFS</topic><topic>SCAFFOLDING</topic><topic>SHUTTERING</topic><topic>SOIL SHIFTING</topic><topic>STRUCTURAL ELEMENTS</topic><topic>SWIMMING OR SPLASH BATHS OR POOLS</topic><topic>TENTS OR CANOPIES, IN GENERAL</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><topic>WALLS, e.g. PARTITIONS</topic><toplevel>online_resources</toplevel><creatorcontrib>GUO YING</creatorcontrib><creatorcontrib>HE JIANCHAO</creatorcontrib><creatorcontrib>REN XUDONG</creatorcontrib><creatorcontrib>WEI HEXIN</creatorcontrib><creatorcontrib>YU LIU</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>GUO YING</au><au>HE JIANCHAO</au><au>REN XUDONG</au><au>WEI HEXIN</au><au>YU LIU</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Construction method of three-dimensional counterforce structure laboratory</title><date>2023-05-30</date><risdate>2023</risdate><abstract>The invention discloses a construction method of a three-dimensional counter-force structure laboratory, which comprises a construction method of a counter-force wall and a construction method of a basement top plate counter-force pedestal, the construction method of the counter-force wall adopts unbonded steel strand prestressed tendons, and anchoring and re-tensioning lengthening sections are arranged at the upper ends of the prestressed tendons; loading holes are formed in the modules, a factory prefabricated structure is adopted, loading hole modules are installed on site, and after adjustment is completed, pairing connection is conducted; a bare concrete formwork is adopted and fixed to a loading hole, a counter-force wall formwork takes the loading hole as a split bolt through-wall hole, a basement top plate counter-force pedestal formwork supporting system is of a structure formed by connecting a scaffold supporting system and a loading hole independent support into a whole, and a leveling and height a</abstract><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext_linktorsrc |
| identifier | |
| ispartof | |
| issn | |
| language | chi ; eng |
| recordid | cdi_epo_espacenet_CN116181120A |
| source | esp@cenet |
| subjects | BUILDING BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE BUILDING MATERIALS BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES CEILINGS EMBANKMENTS EXCAVATIONS FENCING FIXED CONSTRUCTIONS FLOORS FORMS FOUNDATIONS GENERAL BUILDING CONSTRUCTIONS HANDLING BUILDING MATERIALS ON THE SITE HYDRAULIC ENGINEERING INSULATION OR OTHER PROTECTION OF BUILDINGS MASTS REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS ROOFS SCAFFOLDING SHUTTERING SOIL SHIFTING STRUCTURAL ELEMENTS SWIMMING OR SPLASH BATHS OR POOLS TENTS OR CANOPIES, IN GENERAL UNDERGROUND OR UNDERWATER STRUCTURES WALLS, e.g. PARTITIONS |
| title | Construction method of three-dimensional counterforce structure laboratory |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-05T00%3A25%3A33IST&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=GUO%20YING&rft.date=2023-05-30&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN116181120A%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 |