Self-precipitation prestress antiskid pipe pile and construction method thereof
The invention discloses a self-precipitation prestress antiskid pipe pile. The self-precipitation prestress antiskid pipe pile comprises a prestress pipe pile, and further comprises a self-pumping anddrainage pipeline, wherein the prestress pipe pile is provided with an anchoring segment, a permeabl...
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| creator | GOU DONGYUAN TANG SHENGCHUAN XU JIANQIANG SHAN RONGXIANG YAN ZONGLING LI HAIPING LIU ZHONGSHUAI CHAI HEJUN MA XIAOFEI XU FENG |
| description | The invention discloses a self-precipitation prestress antiskid pipe pile. The self-precipitation prestress antiskid pipe pile comprises a prestress pipe pile, and further comprises a self-pumping anddrainage pipeline, wherein the prestress pipe pile is provided with an anchoring segment, a permeable segment and a cantilever segment, which are sequentially connected in the axial direction, a plurality of permeable holes are formed in a pipe wall of the permeable segment, one end of the self-pumping and drainage pipeline is located in a pipe cavity of the anchoring segment, and close to one end, far away from the permeable segment, of the anchoring segment, and the other end of the self-pumping and drainage pipeline is extended from pipe cavities of the permeable segment and the cantileversegment to the exterior of the prestress pipe pile so as to pump and drain a water body in the prestress pipe pile. The invention simultaneously provides a construction method matched with the self-precipitation prestress ant |
| format | Patent |
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The self-precipitation prestress antiskid pipe pile comprises a prestress pipe pile, and further comprises a self-pumping anddrainage pipeline, wherein the prestress pipe pile is provided with an anchoring segment, a permeable segment and a cantilever segment, which are sequentially connected in the axial direction, a plurality of permeable holes are formed in a pipe wall of the permeable segment, one end of the self-pumping and drainage pipeline is located in a pipe cavity of the anchoring segment, and close to one end, far away from the permeable segment, of the anchoring segment, and the other end of the self-pumping and drainage pipeline is extended from pipe cavities of the permeable segment and the cantileversegment to the exterior of the prestress pipe pile so as to pump and drain a water body in the prestress pipe pile. The invention simultaneously provides a construction method matched with the self-precipitation prestress ant</description><language>chi ; eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2019</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=20190827&DB=EPODOC&CC=CN&NR=110172981A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76289</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20190827&DB=EPODOC&CC=CN&NR=110172981A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>GOU DONGYUAN</creatorcontrib><creatorcontrib>TANG SHENGCHUAN</creatorcontrib><creatorcontrib>XU JIANQIANG</creatorcontrib><creatorcontrib>SHAN RONGXIANG</creatorcontrib><creatorcontrib>YAN ZONGLING</creatorcontrib><creatorcontrib>LI HAIPING</creatorcontrib><creatorcontrib>LIU ZHONGSHUAI</creatorcontrib><creatorcontrib>CHAI HEJUN</creatorcontrib><creatorcontrib>MA XIAOFEI</creatorcontrib><creatorcontrib>XU FENG</creatorcontrib><title>Self-precipitation prestress antiskid pipe pile and construction method thereof</title><description>The invention discloses a self-precipitation prestress antiskid pipe pile. 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The invention simultaneously provides a construction method matched with the self-precipitation prestress ant</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>2019</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZPAPTs1J0y0oSk3OLMgsSSzJzM9TAPKKS4C4WCExrySzODszRaEgsyAVSOSkAoVSFJLz84AKSpPBqnNTSzLyUxRKMlKLUvPTeBhY0xJzilN5oTQ3g6Kba4izh25qQX58anFBYnJqXmpJvLOfoaGBobmRpYWhozExagDLeDfK</recordid><startdate>20190827</startdate><enddate>20190827</enddate><creator>GOU DONGYUAN</creator><creator>TANG SHENGCHUAN</creator><creator>XU JIANQIANG</creator><creator>SHAN RONGXIANG</creator><creator>YAN ZONGLING</creator><creator>LI HAIPING</creator><creator>LIU ZHONGSHUAI</creator><creator>CHAI HEJUN</creator><creator>MA XIAOFEI</creator><creator>XU FENG</creator><scope>EVB</scope></search><sort><creationdate>20190827</creationdate><title>Self-precipitation prestress antiskid pipe pile and construction method thereof</title><author>GOU DONGYUAN ; TANG SHENGCHUAN ; XU JIANQIANG ; SHAN RONGXIANG ; YAN ZONGLING ; LI HAIPING ; LIU ZHONGSHUAI ; CHAI HEJUN ; MA XIAOFEI ; XU FENG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN110172981A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2019</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>GOU DONGYUAN</creatorcontrib><creatorcontrib>TANG SHENGCHUAN</creatorcontrib><creatorcontrib>XU JIANQIANG</creatorcontrib><creatorcontrib>SHAN RONGXIANG</creatorcontrib><creatorcontrib>YAN ZONGLING</creatorcontrib><creatorcontrib>LI HAIPING</creatorcontrib><creatorcontrib>LIU ZHONGSHUAI</creatorcontrib><creatorcontrib>CHAI HEJUN</creatorcontrib><creatorcontrib>MA XIAOFEI</creatorcontrib><creatorcontrib>XU FENG</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>GOU DONGYUAN</au><au>TANG SHENGCHUAN</au><au>XU JIANQIANG</au><au>SHAN RONGXIANG</au><au>YAN ZONGLING</au><au>LI HAIPING</au><au>LIU ZHONGSHUAI</au><au>CHAI HEJUN</au><au>MA XIAOFEI</au><au>XU FENG</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Self-precipitation prestress antiskid pipe pile and construction method thereof</title><date>2019-08-27</date><risdate>2019</risdate><abstract>The invention discloses a self-precipitation prestress antiskid pipe pile. The self-precipitation prestress antiskid pipe pile comprises a prestress pipe pile, and further comprises a self-pumping anddrainage pipeline, wherein the prestress pipe pile is provided with an anchoring segment, a permeable segment and a cantilever segment, which are sequentially connected in the axial direction, a plurality of permeable holes are formed in a pipe wall of the permeable segment, one end of the self-pumping and drainage pipeline is located in a pipe cavity of the anchoring segment, and close to one end, far away from the permeable segment, of the anchoring segment, and the other end of the self-pumping and drainage pipeline is extended from pipe cavities of the permeable segment and the cantileversegment to the exterior of the prestress pipe pile so as to pump and drain a water body in the prestress pipe pile. The invention simultaneously provides a construction method matched with the self-precipitation prestress ant</abstract><oa>free_for_read</oa></addata></record> |
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| subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | Self-precipitation prestress antiskid pipe pile and construction method thereof |
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