Construction method of giant multi-cavity steel structure transfer beam system
The invention discloses a construction method of a giant multi-cavity steel structure transfer beam system. The construction method comprises the steps that construction simulation is conducted through finite element software, and a supporting scheme, a closing scheme, a deformation control scheme a...
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 | DENG LILAN ZHANG YILONG LIU GENSHEN YANG XIAO ZHENG WENJIN ZHENG CHUANGYUAN YE WEIMIN TAN XIANJU LOU BENLEI LI JIASHENG CHEN LU MU GUANGYAO LI CAN WANG GANG ZHANG HUAICAI LI WEI CHEN YILU WANG YUAN ZHANG XUEGUI WANG FENG |
| description | The invention discloses a construction method of a giant multi-cavity steel structure transfer beam system. The construction method comprises the steps that construction simulation is conducted through finite element software, and a supporting scheme, a closing scheme, a deformation control scheme and an unloading scheme are confirmed through simulation analysis; a standardized supporting jig frame temporary supporting system is arranged in a structural beam area on the lower layer of the construction layer; and then the unit components are sequentially installed from east to west, and overall splicing and temporary fixing are completed. According to the design and deformation control requirements, welding is sequentially completed through the welding robot technology till closure is achieved; after a complete stress system is formed, the supporting system is unloaded, and the stress system conversion of the giant transfer beam structure is completed; and finally, the temporary supporting system is removed. I |
| format | Patent |
| fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN116791902A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN116791902A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN116791902A3</originalsourceid><addsrcrecordid>eNqNyk0KwjAQQOFsXEj1DuMBCkZB6VKCxVVX7ssYJxrIT8lMhN5eQQ_g6i3et1SDyYmlVCs-J4gkz3yH7ODhMQnEGsS3Fl9eZmAhCvDFtRBIwcSOCtwII_D8-XGlFg4D0_rXRm3689VcWprySDyhpUQymkHrw7HT3XZ32v9j3oIzN2Y</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Construction method of giant multi-cavity steel structure transfer beam system</title><source>esp@cenet</source><creator>DENG LILAN ; ZHANG YILONG ; LIU GENSHEN ; YANG XIAO ; ZHENG WENJIN ; ZHENG CHUANGYUAN ; YE WEIMIN ; TAN XIANJU ; LOU BENLEI ; LI JIASHENG ; CHEN LU ; MU GUANGYAO ; LI CAN ; WANG GANG ; ZHANG HUAICAI ; LI WEI ; CHEN YILU ; WANG YUAN ; ZHANG XUEGUI ; WANG FENG</creator><creatorcontrib>DENG LILAN ; ZHANG YILONG ; LIU GENSHEN ; YANG XIAO ; ZHENG WENJIN ; ZHENG CHUANGYUAN ; YE WEIMIN ; TAN XIANJU ; LOU BENLEI ; LI JIASHENG ; CHEN LU ; MU GUANGYAO ; LI CAN ; WANG GANG ; ZHANG HUAICAI ; LI WEI ; CHEN YILU ; WANG YUAN ; ZHANG XUEGUI ; WANG FENG</creatorcontrib><description>The invention discloses a construction method of a giant multi-cavity steel structure transfer beam system. The construction method comprises the steps that construction simulation is conducted through finite element software, and a supporting scheme, a closing scheme, a deformation control scheme and an unloading scheme are confirmed through simulation analysis; a standardized supporting jig frame temporary supporting system is arranged in a structural beam area on the lower layer of the construction layer; and then the unit components are sequentially installed from east to west, and overall splicing and temporary fixing are completed. According to the design and deformation control requirements, welding is sequentially completed through the welding robot technology till closure is achieved; after a complete stress system is formed, the supporting system is unloaded, and the stress system conversion of the giant transfer beam structure is completed; and finally, the temporary supporting system is removed. I</description><language>chi ; eng</language><subject>BUILDING ; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE ; 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 ; 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=20230922&DB=EPODOC&CC=CN&NR=116791902A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25563,76318</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20230922&DB=EPODOC&CC=CN&NR=116791902A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>DENG LILAN</creatorcontrib><creatorcontrib>ZHANG YILONG</creatorcontrib><creatorcontrib>LIU GENSHEN</creatorcontrib><creatorcontrib>YANG XIAO</creatorcontrib><creatorcontrib>ZHENG WENJIN</creatorcontrib><creatorcontrib>ZHENG CHUANGYUAN</creatorcontrib><creatorcontrib>YE WEIMIN</creatorcontrib><creatorcontrib>TAN XIANJU</creatorcontrib><creatorcontrib>LOU BENLEI</creatorcontrib><creatorcontrib>LI JIASHENG</creatorcontrib><creatorcontrib>CHEN LU</creatorcontrib><creatorcontrib>MU GUANGYAO</creatorcontrib><creatorcontrib>LI CAN</creatorcontrib><creatorcontrib>WANG GANG</creatorcontrib><creatorcontrib>ZHANG HUAICAI</creatorcontrib><creatorcontrib>LI WEI</creatorcontrib><creatorcontrib>CHEN YILU</creatorcontrib><creatorcontrib>WANG YUAN</creatorcontrib><creatorcontrib>ZHANG XUEGUI</creatorcontrib><creatorcontrib>WANG FENG</creatorcontrib><title>Construction method of giant multi-cavity steel structure transfer beam system</title><description>The invention discloses a construction method of a giant multi-cavity steel structure transfer beam system. The construction method comprises the steps that construction simulation is conducted through finite element software, and a supporting scheme, a closing scheme, a deformation control scheme and an unloading scheme are confirmed through simulation analysis; a standardized supporting jig frame temporary supporting system is arranged in a structural beam area on the lower layer of the construction layer; and then the unit components are sequentially installed from east to west, and overall splicing and temporary fixing are completed. According to the design and deformation control requirements, welding is sequentially completed through the welding robot technology till closure is achieved; after a complete stress system is formed, the supporting system is unloaded, and the stress system conversion of the giant transfer beam structure is completed; and finally, the temporary supporting system is removed. I</description><subject>BUILDING</subject><subject>BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE</subject><subject>CEILINGS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FLOORS</subject><subject>FORMS</subject><subject>GENERAL BUILDING CONSTRUCTIONS</subject><subject>HANDLING BUILDING MATERIALS ON THE SITE</subject><subject>INSULATION OR OTHER PROTECTION OF BUILDINGS</subject><subject>REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS</subject><subject>ROOFS</subject><subject>SCAFFOLDING</subject><subject>SHUTTERING</subject><subject>WALLS, e.g. PARTITIONS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2023</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNyk0KwjAQQOFsXEj1DuMBCkZB6VKCxVVX7ssYJxrIT8lMhN5eQQ_g6i3et1SDyYmlVCs-J4gkz3yH7ODhMQnEGsS3Fl9eZmAhCvDFtRBIwcSOCtwII_D8-XGlFg4D0_rXRm3689VcWprySDyhpUQymkHrw7HT3XZ32v9j3oIzN2Y</recordid><startdate>20230922</startdate><enddate>20230922</enddate><creator>DENG LILAN</creator><creator>ZHANG YILONG</creator><creator>LIU GENSHEN</creator><creator>YANG XIAO</creator><creator>ZHENG WENJIN</creator><creator>ZHENG CHUANGYUAN</creator><creator>YE WEIMIN</creator><creator>TAN XIANJU</creator><creator>LOU BENLEI</creator><creator>LI JIASHENG</creator><creator>CHEN LU</creator><creator>MU GUANGYAO</creator><creator>LI CAN</creator><creator>WANG GANG</creator><creator>ZHANG HUAICAI</creator><creator>LI WEI</creator><creator>CHEN YILU</creator><creator>WANG YUAN</creator><creator>ZHANG XUEGUI</creator><creator>WANG FENG</creator><scope>EVB</scope></search><sort><creationdate>20230922</creationdate><title>Construction method of giant multi-cavity steel structure transfer beam system</title><author>DENG LILAN ; ZHANG YILONG ; LIU GENSHEN ; YANG XIAO ; ZHENG WENJIN ; ZHENG CHUANGYUAN ; YE WEIMIN ; TAN XIANJU ; LOU BENLEI ; LI JIASHENG ; CHEN LU ; MU GUANGYAO ; LI CAN ; WANG GANG ; ZHANG HUAICAI ; LI WEI ; CHEN YILU ; WANG YUAN ; ZHANG XUEGUI ; WANG FENG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN116791902A3</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>CEILINGS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FLOORS</topic><topic>FORMS</topic><topic>GENERAL BUILDING CONSTRUCTIONS</topic><topic>HANDLING BUILDING MATERIALS ON THE SITE</topic><topic>INSULATION OR OTHER PROTECTION OF BUILDINGS</topic><topic>REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS</topic><topic>ROOFS</topic><topic>SCAFFOLDING</topic><topic>SHUTTERING</topic><topic>WALLS, e.g. PARTITIONS</topic><toplevel>online_resources</toplevel><creatorcontrib>DENG LILAN</creatorcontrib><creatorcontrib>ZHANG YILONG</creatorcontrib><creatorcontrib>LIU GENSHEN</creatorcontrib><creatorcontrib>YANG XIAO</creatorcontrib><creatorcontrib>ZHENG WENJIN</creatorcontrib><creatorcontrib>ZHENG CHUANGYUAN</creatorcontrib><creatorcontrib>YE WEIMIN</creatorcontrib><creatorcontrib>TAN XIANJU</creatorcontrib><creatorcontrib>LOU BENLEI</creatorcontrib><creatorcontrib>LI JIASHENG</creatorcontrib><creatorcontrib>CHEN LU</creatorcontrib><creatorcontrib>MU GUANGYAO</creatorcontrib><creatorcontrib>LI CAN</creatorcontrib><creatorcontrib>WANG GANG</creatorcontrib><creatorcontrib>ZHANG HUAICAI</creatorcontrib><creatorcontrib>LI WEI</creatorcontrib><creatorcontrib>CHEN YILU</creatorcontrib><creatorcontrib>WANG YUAN</creatorcontrib><creatorcontrib>ZHANG XUEGUI</creatorcontrib><creatorcontrib>WANG FENG</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>DENG LILAN</au><au>ZHANG YILONG</au><au>LIU GENSHEN</au><au>YANG XIAO</au><au>ZHENG WENJIN</au><au>ZHENG CHUANGYUAN</au><au>YE WEIMIN</au><au>TAN XIANJU</au><au>LOU BENLEI</au><au>LI JIASHENG</au><au>CHEN LU</au><au>MU GUANGYAO</au><au>LI CAN</au><au>WANG GANG</au><au>ZHANG HUAICAI</au><au>LI WEI</au><au>CHEN YILU</au><au>WANG YUAN</au><au>ZHANG XUEGUI</au><au>WANG FENG</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Construction method of giant multi-cavity steel structure transfer beam system</title><date>2023-09-22</date><risdate>2023</risdate><abstract>The invention discloses a construction method of a giant multi-cavity steel structure transfer beam system. The construction method comprises the steps that construction simulation is conducted through finite element software, and a supporting scheme, a closing scheme, a deformation control scheme and an unloading scheme are confirmed through simulation analysis; a standardized supporting jig frame temporary supporting system is arranged in a structural beam area on the lower layer of the construction layer; and then the unit components are sequentially installed from east to west, and overall splicing and temporary fixing are completed. According to the design and deformation control requirements, welding is sequentially completed through the welding robot technology till closure is achieved; after a complete stress system is formed, the supporting system is unloaded, and the stress system conversion of the giant transfer beam structure is completed; and finally, the temporary supporting system is removed. I</abstract><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext_linktorsrc |
| identifier | |
| ispartof | |
| issn | |
| language | chi ; eng |
| recordid | cdi_epo_espacenet_CN116791902A |
| source | esp@cenet |
| subjects | BUILDING BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE 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 WALLS, e.g. PARTITIONS |
| title | Construction method of giant multi-cavity steel structure transfer beam system |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-12T08%3A38%3A59IST&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=DENG%20LILAN&rft.date=2023-09-22&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN116791902A%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 |