Impermeable secant pile and construction method
The impervious secant pile comprises a plurality of plain piles, meat piles are arranged between the adjacent plain piles, and the adjacent plain piles and the meat piles are meshed to form a meshing area; the occlusion area is formed by pouring impermeable concrete; the plain piles except the occlu...
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 | ZHANG YONG LIANG ZHONGQING ZHANG WENMING WANG HAITAO HUANG CHENG LI MINGQUAN LIU QUANWEI HAN WEIWEI ZHU HONGCHAO MA XIAOLONG QUAN GUIJIE WANG XUEKAI WANG LIHUA XU HONGJIAN LI LEI |
| description | The impervious secant pile comprises a plurality of plain piles, meat piles are arranged between the adjacent plain piles, and the adjacent plain piles and the meat piles are meshed to form a meshing area; the occlusion area is formed by pouring impermeable concrete; the plain piles except the occlusion area are common concrete piles; and the reinforced piles except the occlusion area are reinforced concrete piles. The invention further discloses a construction method of the anti-seepage secant pile. According to the invention, the occlusion area is poured by adopting the impervious concrete, so that firstly, the impervious grade and the strength grade of the occlusion area are improved, and the pile material performance of the occlusion part is enhanced; secondly, anti-seepage concrete is poured in the occlusion area, and the defect that cracks are prone to occurring at the joint face of new concrete and old concrete between the occlusion area and the plain pile is overcome; and thirdly, the two cambered sur |
| format | Patent |
| fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN116446383A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN116446383A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN116446383A3</originalsourceid><addsrcrecordid>eNrjZND3zC1ILcpNTUzKSVUoTk1OzCtRKMgEshPzUhSS8_OKS4pKk0sy8_MUclNLMvJTeBhY0xJzilN5oTQ3g6Kba4izh25qQX58anFBYnJqXmpJvLOfoaGZiYmZsYWxozExagBCeCso</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Impermeable secant pile and construction method</title><source>esp@cenet</source><creator>ZHANG YONG ; LIANG ZHONGQING ; ZHANG WENMING ; WANG HAITAO ; HUANG CHENG ; LI MINGQUAN ; LIU QUANWEI ; HAN WEIWEI ; ZHU HONGCHAO ; MA XIAOLONG ; QUAN GUIJIE ; WANG XUEKAI ; WANG LIHUA ; XU HONGJIAN ; LI LEI</creator><creatorcontrib>ZHANG YONG ; LIANG ZHONGQING ; ZHANG WENMING ; WANG HAITAO ; HUANG CHENG ; LI MINGQUAN ; LIU QUANWEI ; HAN WEIWEI ; ZHU HONGCHAO ; MA XIAOLONG ; QUAN GUIJIE ; WANG XUEKAI ; WANG LIHUA ; XU HONGJIAN ; LI LEI</creatorcontrib><description>The impervious secant pile comprises a plurality of plain piles, meat piles are arranged between the adjacent plain piles, and the adjacent plain piles and the meat piles are meshed to form a meshing area; the occlusion area is formed by pouring impermeable concrete; the plain piles except the occlusion area are common concrete piles; and the reinforced piles except the occlusion area are reinforced concrete piles. The invention further discloses a construction method of the anti-seepage secant pile. According to the invention, the occlusion area is poured by adopting the impervious concrete, so that firstly, the impervious grade and the strength grade of the occlusion area are improved, and the pile material performance of the occlusion part is enhanced; secondly, anti-seepage concrete is poured in the occlusion area, and the defect that cracks are prone to occurring at the joint face of new concrete and old concrete between the occlusion area and the plain pile is overcome; and thirdly, the two cambered sur</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&date=20230718&DB=EPODOC&CC=CN&NR=116446383A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25563,76318</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20230718&DB=EPODOC&CC=CN&NR=116446383A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ZHANG YONG</creatorcontrib><creatorcontrib>LIANG ZHONGQING</creatorcontrib><creatorcontrib>ZHANG WENMING</creatorcontrib><creatorcontrib>WANG HAITAO</creatorcontrib><creatorcontrib>HUANG CHENG</creatorcontrib><creatorcontrib>LI MINGQUAN</creatorcontrib><creatorcontrib>LIU QUANWEI</creatorcontrib><creatorcontrib>HAN WEIWEI</creatorcontrib><creatorcontrib>ZHU HONGCHAO</creatorcontrib><creatorcontrib>MA XIAOLONG</creatorcontrib><creatorcontrib>QUAN GUIJIE</creatorcontrib><creatorcontrib>WANG XUEKAI</creatorcontrib><creatorcontrib>WANG LIHUA</creatorcontrib><creatorcontrib>XU HONGJIAN</creatorcontrib><creatorcontrib>LI LEI</creatorcontrib><title>Impermeable secant pile and construction method</title><description>The impervious secant pile comprises a plurality of plain piles, meat piles are arranged between the adjacent plain piles, and the adjacent plain piles and the meat piles are meshed to form a meshing area; the occlusion area is formed by pouring impermeable concrete; the plain piles except the occlusion area are common concrete piles; and the reinforced piles except the occlusion area are reinforced concrete piles. The invention further discloses a construction method of the anti-seepage secant pile. According to the invention, the occlusion area is poured by adopting the impervious concrete, so that firstly, the impervious grade and the strength grade of the occlusion area are improved, and the pile material performance of the occlusion part is enhanced; secondly, anti-seepage concrete is poured in the occlusion area, and the defect that cracks are prone to occurring at the joint face of new concrete and old concrete between the occlusion area and the plain pile is overcome; and thirdly, the two cambered sur</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>eNrjZND3zC1ILcpNTUzKSVUoTk1OzCtRKMgEshPzUhSS8_OKS4pKk0sy8_MUclNLMvJTeBhY0xJzilN5oTQ3g6Kba4izh25qQX58anFBYnJqXmpJvLOfoaGZiYmZsYWxozExagBCeCso</recordid><startdate>20230718</startdate><enddate>20230718</enddate><creator>ZHANG YONG</creator><creator>LIANG ZHONGQING</creator><creator>ZHANG WENMING</creator><creator>WANG HAITAO</creator><creator>HUANG CHENG</creator><creator>LI MINGQUAN</creator><creator>LIU QUANWEI</creator><creator>HAN WEIWEI</creator><creator>ZHU HONGCHAO</creator><creator>MA XIAOLONG</creator><creator>QUAN GUIJIE</creator><creator>WANG XUEKAI</creator><creator>WANG LIHUA</creator><creator>XU HONGJIAN</creator><creator>LI LEI</creator><scope>EVB</scope></search><sort><creationdate>20230718</creationdate><title>Impermeable secant pile and construction method</title><author>ZHANG YONG ; LIANG ZHONGQING ; ZHANG WENMING ; WANG HAITAO ; HUANG CHENG ; LI MINGQUAN ; LIU QUANWEI ; HAN WEIWEI ; ZHU HONGCHAO ; MA XIAOLONG ; QUAN GUIJIE ; WANG XUEKAI ; WANG LIHUA ; XU HONGJIAN ; LI LEI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN116446383A3</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>ZHANG YONG</creatorcontrib><creatorcontrib>LIANG ZHONGQING</creatorcontrib><creatorcontrib>ZHANG WENMING</creatorcontrib><creatorcontrib>WANG HAITAO</creatorcontrib><creatorcontrib>HUANG CHENG</creatorcontrib><creatorcontrib>LI MINGQUAN</creatorcontrib><creatorcontrib>LIU QUANWEI</creatorcontrib><creatorcontrib>HAN WEIWEI</creatorcontrib><creatorcontrib>ZHU HONGCHAO</creatorcontrib><creatorcontrib>MA XIAOLONG</creatorcontrib><creatorcontrib>QUAN GUIJIE</creatorcontrib><creatorcontrib>WANG XUEKAI</creatorcontrib><creatorcontrib>WANG LIHUA</creatorcontrib><creatorcontrib>XU HONGJIAN</creatorcontrib><creatorcontrib>LI LEI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>ZHANG YONG</au><au>LIANG ZHONGQING</au><au>ZHANG WENMING</au><au>WANG HAITAO</au><au>HUANG CHENG</au><au>LI MINGQUAN</au><au>LIU QUANWEI</au><au>HAN WEIWEI</au><au>ZHU HONGCHAO</au><au>MA XIAOLONG</au><au>QUAN GUIJIE</au><au>WANG XUEKAI</au><au>WANG LIHUA</au><au>XU HONGJIAN</au><au>LI LEI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Impermeable secant pile and construction method</title><date>2023-07-18</date><risdate>2023</risdate><abstract>The impervious secant pile comprises a plurality of plain piles, meat piles are arranged between the adjacent plain piles, and the adjacent plain piles and the meat piles are meshed to form a meshing area; the occlusion area is formed by pouring impermeable concrete; the plain piles except the occlusion area are common concrete piles; and the reinforced piles except the occlusion area are reinforced concrete piles. The invention further discloses a construction method of the anti-seepage secant pile. According to the invention, the occlusion area is poured by adopting the impervious concrete, so that firstly, the impervious grade and the strength grade of the occlusion area are improved, and the pile material performance of the occlusion part is enhanced; secondly, anti-seepage concrete is poured in the occlusion area, and the defect that cracks are prone to occurring at the joint face of new concrete and old concrete between the occlusion area and the plain pile is overcome; and thirdly, the two cambered sur</abstract><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext_linktorsrc |
| identifier | |
| ispartof | |
| issn | |
| language | chi ; eng |
| recordid | cdi_epo_espacenet_CN116446383A |
| source | esp@cenet |
| subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | Impermeable secant pile and construction method |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-11T22%3A19%3A58IST&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=ZHANG%20YONG&rft.date=2023-07-18&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN116446383A%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 |