Pile pier type bidirectional berthing pier structure
The utility model discloses a pile pier type two-way berthing pier structure which comprises a bearing platform, a pile foundation and a pier body, the pile foundation is fixedly connected with the bottom of the bearing platform, the pier body is fixedly connected to the top of the bearing platform,...
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 | DUAN YUANZHEN LI JUN ZOU KAIMING XIONG SIMING XIONG ZHI GAN MAOHUI |
| description | The utility model discloses a pile pier type two-way berthing pier structure which comprises a bearing platform, a pile foundation and a pier body, the pile foundation is fixedly connected with the bottom of the bearing platform, the pier body is fixedly connected to the top of the bearing platform, waterproof plate clamping grooves are formed in the two sides of the pier body, a plurality of fixed bollards are fixedly connected to the upstream face of the pier body, and the fixed bollards are fixedly connected to the bottom of the bearing platform. A fixed bollard embedded part is arranged on the side, away from the fixed bollard, of the pier body. The ship berthing problem of the proposed ship lock can be solved by utilizing the characteristics of the structure; the ship lock is expanded without rebuilding a berthing building, so that the engineering investment is saved; the influence on the plane arrangement of the extended ship lock is reduced; and a water-stop sheet mounting groove is reserved, so that a |
| format | Patent |
| fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN215715050UU</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN215715050UU</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN215715050UU3</originalsourceid><addsrcrecordid>eNrjZDAJyMxJVSjITC1SKKksSFVIykzJLEpNLsnMz0vMUUhKLSrJyMxLhygoLikqTS4pLUrlYWBNS8wpTuWF0twMSm6uIc4euqkF-fGpxQWJyal5qSXxzn5GhqbmhqYGpgahocZEKQIAr_st7A</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Pile pier type bidirectional berthing pier structure</title><source>esp@cenet</source><creator>DUAN YUANZHEN ; LI JUN ; ZOU KAIMING ; XIONG SIMING ; XIONG ZHI ; GAN MAOHUI</creator><creatorcontrib>DUAN YUANZHEN ; LI JUN ; ZOU KAIMING ; XIONG SIMING ; XIONG ZHI ; GAN MAOHUI</creatorcontrib><description>The utility model discloses a pile pier type two-way berthing pier structure which comprises a bearing platform, a pile foundation and a pier body, the pile foundation is fixedly connected with the bottom of the bearing platform, the pier body is fixedly connected to the top of the bearing platform, waterproof plate clamping grooves are formed in the two sides of the pier body, a plurality of fixed bollards are fixedly connected to the upstream face of the pier body, and the fixed bollards are fixedly connected to the bottom of the bearing platform. A fixed bollard embedded part is arranged on the side, away from the fixed bollard, of the pier body. The ship berthing problem of the proposed ship lock can be solved by utilizing the characteristics of the structure; the ship lock is expanded without rebuilding a berthing building, so that the engineering investment is saved; the influence on the plane arrangement of the extended ship lock is reduced; and a water-stop sheet mounting groove is reserved, so that a</description><language>chi ; eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2022</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=20220201&DB=EPODOC&CC=CN&NR=215715050U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20220201&DB=EPODOC&CC=CN&NR=215715050U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>DUAN YUANZHEN</creatorcontrib><creatorcontrib>LI JUN</creatorcontrib><creatorcontrib>ZOU KAIMING</creatorcontrib><creatorcontrib>XIONG SIMING</creatorcontrib><creatorcontrib>XIONG ZHI</creatorcontrib><creatorcontrib>GAN MAOHUI</creatorcontrib><title>Pile pier type bidirectional berthing pier structure</title><description>The utility model discloses a pile pier type two-way berthing pier structure which comprises a bearing platform, a pile foundation and a pier body, the pile foundation is fixedly connected with the bottom of the bearing platform, the pier body is fixedly connected to the top of the bearing platform, waterproof plate clamping grooves are formed in the two sides of the pier body, a plurality of fixed bollards are fixedly connected to the upstream face of the pier body, and the fixed bollards are fixedly connected to the bottom of the bearing platform. A fixed bollard embedded part is arranged on the side, away from the fixed bollard, of the pier body. The ship berthing problem of the proposed ship lock can be solved by utilizing the characteristics of the structure; the ship lock is expanded without rebuilding a berthing building, so that the engineering investment is saved; the influence on the plane arrangement of the extended ship lock is reduced; and a water-stop sheet mounting groove is reserved, so that a</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>2022</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZDAJyMxJVSjITC1SKKksSFVIykzJLEpNLsnMz0vMUUhKLSrJyMxLhygoLikqTS4pLUrlYWBNS8wpTuWF0twMSm6uIc4euqkF-fGpxQWJyal5qSXxzn5GhqbmhqYGpgahocZEKQIAr_st7A</recordid><startdate>20220201</startdate><enddate>20220201</enddate><creator>DUAN YUANZHEN</creator><creator>LI JUN</creator><creator>ZOU KAIMING</creator><creator>XIONG SIMING</creator><creator>XIONG ZHI</creator><creator>GAN MAOHUI</creator><scope>EVB</scope></search><sort><creationdate>20220201</creationdate><title>Pile pier type bidirectional berthing pier structure</title><author>DUAN YUANZHEN ; LI JUN ; ZOU KAIMING ; XIONG SIMING ; XIONG ZHI ; GAN MAOHUI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN215715050UU3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2022</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>DUAN YUANZHEN</creatorcontrib><creatorcontrib>LI JUN</creatorcontrib><creatorcontrib>ZOU KAIMING</creatorcontrib><creatorcontrib>XIONG SIMING</creatorcontrib><creatorcontrib>XIONG ZHI</creatorcontrib><creatorcontrib>GAN MAOHUI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>DUAN YUANZHEN</au><au>LI JUN</au><au>ZOU KAIMING</au><au>XIONG SIMING</au><au>XIONG ZHI</au><au>GAN MAOHUI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Pile pier type bidirectional berthing pier structure</title><date>2022-02-01</date><risdate>2022</risdate><abstract>The utility model discloses a pile pier type two-way berthing pier structure which comprises a bearing platform, a pile foundation and a pier body, the pile foundation is fixedly connected with the bottom of the bearing platform, the pier body is fixedly connected to the top of the bearing platform, waterproof plate clamping grooves are formed in the two sides of the pier body, a plurality of fixed bollards are fixedly connected to the upstream face of the pier body, and the fixed bollards are fixedly connected to the bottom of the bearing platform. A fixed bollard embedded part is arranged on the side, away from the fixed bollard, of the pier body. The ship berthing problem of the proposed ship lock can be solved by utilizing the characteristics of the structure; the ship lock is expanded without rebuilding a berthing building, so that the engineering investment is saved; the influence on the plane arrangement of the extended ship lock is reduced; and a water-stop sheet mounting groove is reserved, so that a</abstract><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext_linktorsrc |
| identifier | |
| ispartof | |
| issn | |
| language | chi ; eng |
| recordid | cdi_epo_espacenet_CN215715050UU |
| source | esp@cenet |
| subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | Pile pier type bidirectional berthing pier structure |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-28T21%3A41%3A31IST&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=DUAN%20YUANZHEN&rft.date=2022-02-01&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN215715050UU%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 |