Prevention of seepage on rock-fill dam upstream face top layer structure

Prevention of seepage on rock-fill dam upstream face top layer structure

(B, ) the utility model discloses a prevention of seepage on rock-fill dam upstream face top layer structure is including the dam body of enrockment material (4) formation, being equipped with displacement hull (5) in dam body bottom, being equipped with blotter (3) at the upstream face of dam body,...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: LUO GUANGQI, ZHANG HEZUO, CHENG RUILIN
Format: Patent
Sprache:eng
Schlagworte:
FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
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 LUO GUANGQI
ZHANG HEZUO
CHENG RUILIN
description (B, ) the utility model discloses a prevention of seepage on rock-fill dam upstream face top layer structure is including the dam body of enrockment material (4) formation, being equipped with displacement hull (5) in dam body bottom, being equipped with blotter (3) at the upstream face of dam body, be equipped with the flexible prevention of seepage body (1) on blotter (3) surface, the flexible prevention of seepage body (1) bottom is connected through copper stagnant water piece (10) is closed at the concrete-based of dam foot seat (2) with establishing, be equipped with bottom concrete-based seat (2) impervious curtain (6). The utility model discloses has played the effect of multilayer prevention of seepage, because the prevention of seepage body in top layer for flexible construction, can adapt to the deformation of dam body enrockment material well, has simplified the operational procedure of the prevention of seepage body simultaneously again, had simple structure, the characteristics of the economy and the construction of being convenient for (B, ) (b /)
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN204551378UU</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN204551378UU</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN204551378UU3</originalsourceid><addsrcrecordid>eNrjZPAIKEotS80ryczPU8hPUyhOTS1ITE9VAPKK8pOzddMyc3IUUhJzFUoLikuKUoGMtMTkVIWS_AKFnMTK1CIFoGhpcklpUSoPA2taYk5xKi-U5mZQcnMNcfbQTS3Ij08tLgBqy0stiXf2MzIwMTU1NDa3CA01JkoRAAV5NRU</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Prevention of seepage on rock-fill dam upstream face top layer structure</title><source>esp@cenet</source><creator>LUO GUANGQI ; ZHANG HEZUO ; CHENG RUILIN</creator><creatorcontrib>LUO GUANGQI ; ZHANG HEZUO ; CHENG RUILIN</creatorcontrib><description>(B, ) the utility model discloses a prevention of seepage on rock-fill dam upstream face top layer structure is including the dam body of enrockment material (4) formation, being equipped with displacement hull (5) in dam body bottom, being equipped with blotter (3) at the upstream face of dam body, be equipped with the flexible prevention of seepage body (1) on blotter (3) surface, the flexible prevention of seepage body (1) bottom is connected through copper stagnant water piece (10) is closed at the concrete-based of dam foot seat (2) with establishing, be equipped with bottom concrete-based seat (2) impervious curtain (6). The utility model discloses has played the effect of multilayer prevention of seepage, because the prevention of seepage body in top layer for flexible construction, can adapt to the deformation of dam body enrockment material well, has simplified the operational procedure of the prevention of seepage body simultaneously again, had simple structure, the characteristics of the economy and the construction of being convenient for (B, ) (b /)</description><language>eng</language><subject>FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING</subject><creationdate>2015</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=20150812&amp;DB=EPODOC&amp;CC=CN&amp;NR=204551378U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20150812&amp;DB=EPODOC&amp;CC=CN&amp;NR=204551378U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>LUO GUANGQI</creatorcontrib><creatorcontrib>ZHANG HEZUO</creatorcontrib><creatorcontrib>CHENG RUILIN</creatorcontrib><title>Prevention of seepage on rock-fill dam upstream face top layer structure</title><description>(B, ) the utility model discloses a prevention of seepage on rock-fill dam upstream face top layer structure is including the dam body of enrockment material (4) formation, being equipped with displacement hull (5) in dam body bottom, being equipped with blotter (3) at the upstream face of dam body, be equipped with the flexible prevention of seepage body (1) on blotter (3) surface, the flexible prevention of seepage body (1) bottom is connected through copper stagnant water piece (10) is closed at the concrete-based of dam foot seat (2) with establishing, be equipped with bottom concrete-based seat (2) impervious curtain (6). The utility model discloses has played the effect of multilayer prevention of seepage, because the prevention of seepage body in top layer for flexible construction, can adapt to the deformation of dam body enrockment material well, has simplified the operational procedure of the prevention of seepage body simultaneously again, had simple structure, the characteristics of the economy and the construction of being convenient for (B, ) (b /)</description><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2015</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZPAIKEotS80ryczPU8hPUyhOTS1ITE9VAPKK8pOzddMyc3IUUhJzFUoLikuKUoGMtMTkVIWS_AKFnMTK1CIFoGhpcklpUSoPA2taYk5xKi-U5mZQcnMNcfbQTS3Ij08tLgBqy0stiXf2MzIwMTU1NDa3CA01JkoRAAV5NRU</recordid><startdate>20150812</startdate><enddate>20150812</enddate><creator>LUO GUANGQI</creator><creator>ZHANG HEZUO</creator><creator>CHENG RUILIN</creator><scope>EVB</scope></search><sort><creationdate>20150812</creationdate><title>Prevention of seepage on rock-fill dam upstream face top layer structure</title><author>LUO GUANGQI ; ZHANG HEZUO ; CHENG RUILIN</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN204551378UU3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2015</creationdate><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><toplevel>online_resources</toplevel><creatorcontrib>LUO GUANGQI</creatorcontrib><creatorcontrib>ZHANG HEZUO</creatorcontrib><creatorcontrib>CHENG RUILIN</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>LUO GUANGQI</au><au>ZHANG HEZUO</au><au>CHENG RUILIN</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Prevention of seepage on rock-fill dam upstream face top layer structure</title><date>2015-08-12</date><risdate>2015</risdate><abstract>(B, ) the utility model discloses a prevention of seepage on rock-fill dam upstream face top layer structure is including the dam body of enrockment material (4) formation, being equipped with displacement hull (5) in dam body bottom, being equipped with blotter (3) at the upstream face of dam body, be equipped with the flexible prevention of seepage body (1) on blotter (3) surface, the flexible prevention of seepage body (1) bottom is connected through copper stagnant water piece (10) is closed at the concrete-based of dam foot seat (2) with establishing, be equipped with bottom concrete-based seat (2) impervious curtain (6). The utility model discloses has played the effect of multilayer prevention of seepage, because the prevention of seepage body in top layer for flexible construction, can adapt to the deformation of dam body enrockment material well, has simplified the operational procedure of the prevention of seepage body simultaneously again, had simple structure, the characteristics of the economy and the construction of being convenient for (B, ) (b /)</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language eng
recordid cdi_epo_espacenet_CN204551378UU
source esp@cenet
subjects FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
title Prevention of seepage on rock-fill dam upstream face top layer structure
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-24T01%3A58%3A50IST&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=LUO%20GUANGQI&rft.date=2015-08-12&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN204551378UU%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