Strong draining and seepage-based upstream type tailings pond fill dam and damming technology thereof

The invention discloses a strong draining and seepage-based upstream type tailings pond fill dam. The strong draining and seepage-based upstream type tailings pond fill dam is built by an upstream type damming method on the basis of a two-level dam structure of a tailings pond, wherein the two-level...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: WANG YOUWU, ZHOU CHENGXIANG, LIU SHIQIAO, XUE SHUNMING, CHEN ZHANGYOU, YUAN XI, ZHANG XIUZHAO
Format: Patent
Sprache: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 WANG YOUWU
ZHOU CHENGXIANG
LIU SHIQIAO
XUE SHUNMING
CHEN ZHANGYOU
YUAN XI
ZHANG XIUZHAO
description The invention discloses a strong draining and seepage-based upstream type tailings pond fill dam. The strong draining and seepage-based upstream type tailings pond fill dam is built by an upstream type damming method on the basis of a two-level dam structure of a tailings pond, wherein the two-level dam structure comprises a primary dam and a seepage-prevention dam; fine-grain tailings are piled up in an upper pond of the seepage-prevention dam, and coarse-grain tailings are piled up in a lower pond between the primary dam and the seepage-prevention dam; a tailings pond bearing body is formed by the coarse-grain tailings under the action of hydraulic classification; the seepage-prevention dam is taken as a dividing line for the upper pond and the lower pond, and the seepage lines of the upper pond and the lower pond intersect on the seepage-prevention dam. The damming technology of the tailings pond fill dam comprises the following steps: firstly, constructing to build the seepage-prevention dam to cause the upper pond to form a coarse-grain tailings depositing beach; then, constructing the primary dam in the downstream area of the seepage-prevention dam, respectively piling up the fine-grain tailings and the coarse-grain tailings in the upper pond and the lower pond, and lifting the fine-grain tailings to the upper pond by a pump ship in a temporary stagnant area in the upstream area out of the depositing beach; finally, the tailings are piled to a final elevation by an upstream type damming method. The strong draining and seepage based upstream type tailings pond fill dam is favorable for further improving the safety and the economy of the tailings pond by combining with the advantages of the upstream type damming method.
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN104480950A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN104480950A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN104480950A3</originalsourceid><addsrcrecordid>eNqNjEEKwjAURLtxIeodvgcoVKxgl1IUV250X77NNA2kSUi-i97eFDyAqzcwb2Zd4CnRO00qsnEmB3aKEhBYo3xzgqJPSBLBE8kcQMLGZi9R8NkcjLWkcrfMMqflQtCPzluvZ5IREX7YFquBbcLux02xv11f7b1E8B1S4B4O0rWPQ1XX56o5VZfjP84XK00_PQ</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Strong draining and seepage-based upstream type tailings pond fill dam and damming technology thereof</title><source>esp@cenet</source><creator>WANG YOUWU ; ZHOU CHENGXIANG ; LIU SHIQIAO ; XUE SHUNMING ; CHEN ZHANGYOU ; YUAN XI ; ZHANG XIUZHAO</creator><creatorcontrib>WANG YOUWU ; ZHOU CHENGXIANG ; LIU SHIQIAO ; XUE SHUNMING ; CHEN ZHANGYOU ; YUAN XI ; ZHANG XIUZHAO</creatorcontrib><description>The invention discloses a strong draining and seepage-based upstream type tailings pond fill dam. The strong draining and seepage-based upstream type tailings pond fill dam is built by an upstream type damming method on the basis of a two-level dam structure of a tailings pond, wherein the two-level dam structure comprises a primary dam and a seepage-prevention dam; fine-grain tailings are piled up in an upper pond of the seepage-prevention dam, and coarse-grain tailings are piled up in a lower pond between the primary dam and the seepage-prevention dam; a tailings pond bearing body is formed by the coarse-grain tailings under the action of hydraulic classification; the seepage-prevention dam is taken as a dividing line for the upper pond and the lower pond, and the seepage lines of the upper pond and the lower pond intersect on the seepage-prevention dam. The damming technology of the tailings pond fill dam comprises the following steps: firstly, constructing to build the seepage-prevention dam to cause the upper pond to form a coarse-grain tailings depositing beach; then, constructing the primary dam in the downstream area of the seepage-prevention dam, respectively piling up the fine-grain tailings and the coarse-grain tailings in the upper pond and the lower pond, and lifting the fine-grain tailings to the upper pond by a pump ship in a temporary stagnant area in the upstream area out of the depositing beach; finally, the tailings are piled to a final elevation by an upstream type damming method. The strong draining and seepage based upstream type tailings pond fill dam is favorable for further improving the safety and the economy of the tailings pond by combining with the advantages of the upstream type damming method.</description><language>eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</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=20150401&amp;DB=EPODOC&amp;CC=CN&amp;NR=104480950A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76289</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20150401&amp;DB=EPODOC&amp;CC=CN&amp;NR=104480950A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>WANG YOUWU</creatorcontrib><creatorcontrib>ZHOU CHENGXIANG</creatorcontrib><creatorcontrib>LIU SHIQIAO</creatorcontrib><creatorcontrib>XUE SHUNMING</creatorcontrib><creatorcontrib>CHEN ZHANGYOU</creatorcontrib><creatorcontrib>YUAN XI</creatorcontrib><creatorcontrib>ZHANG XIUZHAO</creatorcontrib><title>Strong draining and seepage-based upstream type tailings pond fill dam and damming technology thereof</title><description>The invention discloses a strong draining and seepage-based upstream type tailings pond fill dam. The strong draining and seepage-based upstream type tailings pond fill dam is built by an upstream type damming method on the basis of a two-level dam structure of a tailings pond, wherein the two-level dam structure comprises a primary dam and a seepage-prevention dam; fine-grain tailings are piled up in an upper pond of the seepage-prevention dam, and coarse-grain tailings are piled up in a lower pond between the primary dam and the seepage-prevention dam; a tailings pond bearing body is formed by the coarse-grain tailings under the action of hydraulic classification; the seepage-prevention dam is taken as a dividing line for the upper pond and the lower pond, and the seepage lines of the upper pond and the lower pond intersect on the seepage-prevention dam. The damming technology of the tailings pond fill dam comprises the following steps: firstly, constructing to build the seepage-prevention dam to cause the upper pond to form a coarse-grain tailings depositing beach; then, constructing the primary dam in the downstream area of the seepage-prevention dam, respectively piling up the fine-grain tailings and the coarse-grain tailings in the upper pond and the lower pond, and lifting the fine-grain tailings to the upper pond by a pump ship in a temporary stagnant area in the upstream area out of the depositing beach; finally, the tailings are piled to a final elevation by an upstream type damming method. The strong draining and seepage based upstream type tailings pond fill dam is favorable for further improving the safety and the economy of the tailings pond by combining with the advantages of the upstream type damming method.</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>2015</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNjEEKwjAURLtxIeodvgcoVKxgl1IUV250X77NNA2kSUi-i97eFDyAqzcwb2Zd4CnRO00qsnEmB3aKEhBYo3xzgqJPSBLBE8kcQMLGZi9R8NkcjLWkcrfMMqflQtCPzluvZ5IREX7YFquBbcLux02xv11f7b1E8B1S4B4O0rWPQ1XX56o5VZfjP84XK00_PQ</recordid><startdate>20150401</startdate><enddate>20150401</enddate><creator>WANG YOUWU</creator><creator>ZHOU CHENGXIANG</creator><creator>LIU SHIQIAO</creator><creator>XUE SHUNMING</creator><creator>CHEN ZHANGYOU</creator><creator>YUAN XI</creator><creator>ZHANG XIUZHAO</creator><scope>EVB</scope></search><sort><creationdate>20150401</creationdate><title>Strong draining and seepage-based upstream type tailings pond fill dam and damming technology thereof</title><author>WANG YOUWU ; ZHOU CHENGXIANG ; LIU SHIQIAO ; XUE SHUNMING ; CHEN ZHANGYOU ; YUAN XI ; ZHANG XIUZHAO</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN104480950A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2015</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>WANG YOUWU</creatorcontrib><creatorcontrib>ZHOU CHENGXIANG</creatorcontrib><creatorcontrib>LIU SHIQIAO</creatorcontrib><creatorcontrib>XUE SHUNMING</creatorcontrib><creatorcontrib>CHEN ZHANGYOU</creatorcontrib><creatorcontrib>YUAN XI</creatorcontrib><creatorcontrib>ZHANG XIUZHAO</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>WANG YOUWU</au><au>ZHOU CHENGXIANG</au><au>LIU SHIQIAO</au><au>XUE SHUNMING</au><au>CHEN ZHANGYOU</au><au>YUAN XI</au><au>ZHANG XIUZHAO</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Strong draining and seepage-based upstream type tailings pond fill dam and damming technology thereof</title><date>2015-04-01</date><risdate>2015</risdate><abstract>The invention discloses a strong draining and seepage-based upstream type tailings pond fill dam. The strong draining and seepage-based upstream type tailings pond fill dam is built by an upstream type damming method on the basis of a two-level dam structure of a tailings pond, wherein the two-level dam structure comprises a primary dam and a seepage-prevention dam; fine-grain tailings are piled up in an upper pond of the seepage-prevention dam, and coarse-grain tailings are piled up in a lower pond between the primary dam and the seepage-prevention dam; a tailings pond bearing body is formed by the coarse-grain tailings under the action of hydraulic classification; the seepage-prevention dam is taken as a dividing line for the upper pond and the lower pond, and the seepage lines of the upper pond and the lower pond intersect on the seepage-prevention dam. The damming technology of the tailings pond fill dam comprises the following steps: firstly, constructing to build the seepage-prevention dam to cause the upper pond to form a coarse-grain tailings depositing beach; then, constructing the primary dam in the downstream area of the seepage-prevention dam, respectively piling up the fine-grain tailings and the coarse-grain tailings in the upper pond and the lower pond, and lifting the fine-grain tailings to the upper pond by a pump ship in a temporary stagnant area in the upstream area out of the depositing beach; finally, the tailings are piled to a final elevation by an upstream type damming method. The strong draining and seepage based upstream type tailings pond fill dam is favorable for further improving the safety and the economy of the tailings pond by combining with the advantages of the upstream type damming method.</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language eng
recordid cdi_epo_espacenet_CN104480950A
source esp@cenet
subjects EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
title Strong draining and seepage-based upstream type tailings pond fill dam and damming technology thereof
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-10T14%3A02%3A40IST&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=WANG%20YOUWU&rft.date=2015-04-01&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN104480950A%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