Variable-slope offshore wind turbine jacket foundation structure suitable for deep and far sea

The utility model relates to a variable slope offshore wind turbine jacket foundation structure suitable for deep sea, which comprises a foundation transition section, a main guide pipe and a barrel foundation which are sequentially arranged from top to bottom, the main guide pipe section comprises...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: HE ZHENGXING, HU XUEYANG, CHEN BINBIN, GAN YI, ZHANG JINFU, LI XIANGLIANG
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 HE ZHENGXING
HU XUEYANG
CHEN BINBIN
GAN YI
ZHANG JINFU
LI XIANGLIANG
description The utility model relates to a variable slope offshore wind turbine jacket foundation structure suitable for deep sea, which comprises a foundation transition section, a main guide pipe and a barrel foundation which are sequentially arranged from top to bottom, the main guide pipe section comprises a vertical main guide pipe section and an inclined main guide pipe section which are vertically connected, the upper end of the vertical main guide pipe section is connected with the foundation transition section, and the lower end of the inclined main guide pipe section is connected with the barrel foundation. And the lower end of the inclined main guide pipe section is connected with the barrel foundation. The vertical main guide pipe section comprises a plurality of vertical main guide pipe layers, and each vertical main guide pipe layer comprises a vertical main guide pipe and a vertical section X-shaped diagonal bracing pipe; the inclined main guide pipe section comprises a plurality of inclined main guide pip
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN219491064UU</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN219491064UU</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN219491064UU3</originalsourceid><addsrcrecordid>eNqNjLEKwjAURbM4iPoPD_eC1SJ0LoqTk3W0vKY3NFqSkJfg71vBD3A6wzn3LtXjztFyP6GQyQeQN0ZGH0Fv6wZKOfbWgZ6sX0hkfHYDJ-sdSYpZzxok2abvwWwjDUAgnpeGIwl4rRaGJ8Hmx5Xank-35lIg-A4SWMMhdc11X9ZVXe6OVdse_oo-7L49mw</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Variable-slope offshore wind turbine jacket foundation structure suitable for deep and far sea</title><source>esp@cenet</source><creator>HE ZHENGXING ; HU XUEYANG ; CHEN BINBIN ; GAN YI ; ZHANG JINFU ; LI XIANGLIANG</creator><creatorcontrib>HE ZHENGXING ; HU XUEYANG ; CHEN BINBIN ; GAN YI ; ZHANG JINFU ; LI XIANGLIANG</creatorcontrib><description>The utility model relates to a variable slope offshore wind turbine jacket foundation structure suitable for deep sea, which comprises a foundation transition section, a main guide pipe and a barrel foundation which are sequentially arranged from top to bottom, the main guide pipe section comprises a vertical main guide pipe section and an inclined main guide pipe section which are vertically connected, the upper end of the vertical main guide pipe section is connected with the foundation transition section, and the lower end of the inclined main guide pipe section is connected with the barrel foundation. And the lower end of the inclined main guide pipe section is connected with the barrel foundation. The vertical main guide pipe section comprises a plurality of vertical main guide pipe layers, and each vertical main guide pipe layer comprises a vertical main guide pipe and a vertical section X-shaped diagonal bracing pipe; the inclined main guide pipe section comprises a plurality of inclined main guide pip</description><language>chi ; eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</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&amp;date=20230808&amp;DB=EPODOC&amp;CC=CN&amp;NR=219491064U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20230808&amp;DB=EPODOC&amp;CC=CN&amp;NR=219491064U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>HE ZHENGXING</creatorcontrib><creatorcontrib>HU XUEYANG</creatorcontrib><creatorcontrib>CHEN BINBIN</creatorcontrib><creatorcontrib>GAN YI</creatorcontrib><creatorcontrib>ZHANG JINFU</creatorcontrib><creatorcontrib>LI XIANGLIANG</creatorcontrib><title>Variable-slope offshore wind turbine jacket foundation structure suitable for deep and far sea</title><description>The utility model relates to a variable slope offshore wind turbine jacket foundation structure suitable for deep sea, which comprises a foundation transition section, a main guide pipe and a barrel foundation which are sequentially arranged from top to bottom, the main guide pipe section comprises a vertical main guide pipe section and an inclined main guide pipe section which are vertically connected, the upper end of the vertical main guide pipe section is connected with the foundation transition section, and the lower end of the inclined main guide pipe section is connected with the barrel foundation. And the lower end of the inclined main guide pipe section is connected with the barrel foundation. The vertical main guide pipe section comprises a plurality of vertical main guide pipe layers, and each vertical main guide pipe layer comprises a vertical main guide pipe and a vertical section X-shaped diagonal bracing pipe; the inclined main guide pipe section comprises a plurality of inclined main guide pip</description><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2023</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNjLEKwjAURbM4iPoPD_eC1SJ0LoqTk3W0vKY3NFqSkJfg71vBD3A6wzn3LtXjztFyP6GQyQeQN0ZGH0Fv6wZKOfbWgZ6sX0hkfHYDJ-sdSYpZzxok2abvwWwjDUAgnpeGIwl4rRaGJ8Hmx5Xank-35lIg-A4SWMMhdc11X9ZVXe6OVdse_oo-7L49mw</recordid><startdate>20230808</startdate><enddate>20230808</enddate><creator>HE ZHENGXING</creator><creator>HU XUEYANG</creator><creator>CHEN BINBIN</creator><creator>GAN YI</creator><creator>ZHANG JINFU</creator><creator>LI XIANGLIANG</creator><scope>EVB</scope></search><sort><creationdate>20230808</creationdate><title>Variable-slope offshore wind turbine jacket foundation structure suitable for deep and far sea</title><author>HE ZHENGXING ; HU XUEYANG ; CHEN BINBIN ; GAN YI ; ZHANG JINFU ; LI XIANGLIANG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN219491064UU3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2023</creationdate><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>HE ZHENGXING</creatorcontrib><creatorcontrib>HU XUEYANG</creatorcontrib><creatorcontrib>CHEN BINBIN</creatorcontrib><creatorcontrib>GAN YI</creatorcontrib><creatorcontrib>ZHANG JINFU</creatorcontrib><creatorcontrib>LI XIANGLIANG</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>HE ZHENGXING</au><au>HU XUEYANG</au><au>CHEN BINBIN</au><au>GAN YI</au><au>ZHANG JINFU</au><au>LI XIANGLIANG</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Variable-slope offshore wind turbine jacket foundation structure suitable for deep and far sea</title><date>2023-08-08</date><risdate>2023</risdate><abstract>The utility model relates to a variable slope offshore wind turbine jacket foundation structure suitable for deep sea, which comprises a foundation transition section, a main guide pipe and a barrel foundation which are sequentially arranged from top to bottom, the main guide pipe section comprises a vertical main guide pipe section and an inclined main guide pipe section which are vertically connected, the upper end of the vertical main guide pipe section is connected with the foundation transition section, and the lower end of the inclined main guide pipe section is connected with the barrel foundation. And the lower end of the inclined main guide pipe section is connected with the barrel foundation. The vertical main guide pipe section comprises a plurality of vertical main guide pipe layers, and each vertical main guide pipe layer comprises a vertical main guide pipe and a vertical section X-shaped diagonal bracing pipe; the inclined main guide pipe section comprises a plurality of inclined main guide pip</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN219491064UU
source esp@cenet
subjects EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
title Variable-slope offshore wind turbine jacket foundation structure suitable for deep and far sea
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-20T12%3A49%3A19IST&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=HE%20ZHENGXING&rft.date=2023-08-08&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN219491064UU%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