Asphalt core wall base and construction method thereof

The invention discloses an asphalt core wall base and a construction method thereof. By adopting the asphalt core wall base and the construction method thereof, the problem that an original earth-rock dam cannot be used for overflowing in the filling process is solved. The asphalt core wall base com...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: LIANG JUAN, TANG XUEFENG, BAI ZHONGSHENG, WANG DANGZAI, ZHAO YONGGANG, FENG JUN, HU XIAOHONG, WANG XIAODONG
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 LIANG JUAN
TANG XUEFENG
BAI ZHONGSHENG
WANG DANGZAI
ZHAO YONGGANG
FENG JUN
HU XIAOHONG
WANG XIAODONG
description The invention discloses an asphalt core wall base and a construction method thereof. By adopting the asphalt core wall base and the construction method thereof, the problem that an original earth-rock dam cannot be used for overflowing in the filling process is solved. The asphalt core wall base comprises a base foundation surface and a base body. The base foundation surface is arranged on a base rock. The base body is arranged on the base foundation surface. The horizontal height of the top of the base body is larger than that of a dam body foundation surface. The method is applied to construction of the asphalt core wall base. The horizontal height of the top of the base body in the base is larger than that of the dam body foundation surface, so the portion, higher than the dam body foundation surface, of the base can protect safety of a fracture surface on the lower portion of a dam body, and the earth-rock dam can conduct overflowing in the filling process; moreover, the height of a cofferdam arranged on the upper stream is reduced, the number of diversion tunnels is reduced, investment is saved, the construction period is shortened, and the layout of a hydro-project is optimized.
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN105239535A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN105239535A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN105239535A3</originalsourceid><addsrcrecordid>eNrjZDBzLC7ISMwpUUjOL0pVKE_MyVFISixOVUjMSwEK5RWXFJUml2Tm5ynkppZk5KcolGSkFqXmp_EwsKYl5hSn8kJpbgZFN9cQZw_d1IL8-NTigsTk1LzUknhnP0MDUyNjS1NjU0djYtQAAJT-LYw</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Asphalt core wall base and construction method thereof</title><source>esp@cenet</source><creator>LIANG JUAN ; TANG XUEFENG ; BAI ZHONGSHENG ; WANG DANGZAI ; ZHAO YONGGANG ; FENG JUN ; HU XIAOHONG ; WANG XIAODONG</creator><creatorcontrib>LIANG JUAN ; TANG XUEFENG ; BAI ZHONGSHENG ; WANG DANGZAI ; ZHAO YONGGANG ; FENG JUN ; HU XIAOHONG ; WANG XIAODONG</creatorcontrib><description>The invention discloses an asphalt core wall base and a construction method thereof. By adopting the asphalt core wall base and the construction method thereof, the problem that an original earth-rock dam cannot be used for overflowing in the filling process is solved. The asphalt core wall base comprises a base foundation surface and a base body. The base foundation surface is arranged on a base rock. The base body is arranged on the base foundation surface. The horizontal height of the top of the base body is larger than that of a dam body foundation surface. The method is applied to construction of the asphalt core wall base. The horizontal height of the top of the base body in the base is larger than that of the dam body foundation surface, so the portion, higher than the dam body foundation surface, of the base can protect safety of a fracture surface on the lower portion of a dam body, and the earth-rock dam can conduct overflowing in the filling process; moreover, the height of a cofferdam arranged on the upper stream is reduced, the number of diversion tunnels is reduced, investment is saved, the construction period is shortened, and the layout of a hydro-project is optimized.</description><language>eng</language><subject>FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING</subject><creationdate>2016</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=20160113&amp;DB=EPODOC&amp;CC=CN&amp;NR=105239535A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25543,76293</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20160113&amp;DB=EPODOC&amp;CC=CN&amp;NR=105239535A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>LIANG JUAN</creatorcontrib><creatorcontrib>TANG XUEFENG</creatorcontrib><creatorcontrib>BAI ZHONGSHENG</creatorcontrib><creatorcontrib>WANG DANGZAI</creatorcontrib><creatorcontrib>ZHAO YONGGANG</creatorcontrib><creatorcontrib>FENG JUN</creatorcontrib><creatorcontrib>HU XIAOHONG</creatorcontrib><creatorcontrib>WANG XIAODONG</creatorcontrib><title>Asphalt core wall base and construction method thereof</title><description>The invention discloses an asphalt core wall base and a construction method thereof. By adopting the asphalt core wall base and the construction method thereof, the problem that an original earth-rock dam cannot be used for overflowing in the filling process is solved. The asphalt core wall base comprises a base foundation surface and a base body. The base foundation surface is arranged on a base rock. The base body is arranged on the base foundation surface. The horizontal height of the top of the base body is larger than that of a dam body foundation surface. The method is applied to construction of the asphalt core wall base. The horizontal height of the top of the base body in the base is larger than that of the dam body foundation surface, so the portion, higher than the dam body foundation surface, of the base can protect safety of a fracture surface on the lower portion of a dam body, and the earth-rock dam can conduct overflowing in the filling process; moreover, the height of a cofferdam arranged on the upper stream is reduced, the number of diversion tunnels is reduced, investment is saved, the construction period is shortened, and the layout of a hydro-project is optimized.</description><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2016</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZDBzLC7ISMwpUUjOL0pVKE_MyVFISixOVUjMSwEK5RWXFJUml2Tm5ynkppZk5KcolGSkFqXmp_EwsKYl5hSn8kJpbgZFN9cQZw_d1IL8-NTigsTk1LzUknhnP0MDUyNjS1NjU0djYtQAAJT-LYw</recordid><startdate>20160113</startdate><enddate>20160113</enddate><creator>LIANG JUAN</creator><creator>TANG XUEFENG</creator><creator>BAI ZHONGSHENG</creator><creator>WANG DANGZAI</creator><creator>ZHAO YONGGANG</creator><creator>FENG JUN</creator><creator>HU XIAOHONG</creator><creator>WANG XIAODONG</creator><scope>EVB</scope></search><sort><creationdate>20160113</creationdate><title>Asphalt core wall base and construction method thereof</title><author>LIANG JUAN ; TANG XUEFENG ; BAI ZHONGSHENG ; WANG DANGZAI ; ZHAO YONGGANG ; FENG JUN ; HU XIAOHONG ; WANG XIAODONG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN105239535A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2016</creationdate><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><toplevel>online_resources</toplevel><creatorcontrib>LIANG JUAN</creatorcontrib><creatorcontrib>TANG XUEFENG</creatorcontrib><creatorcontrib>BAI ZHONGSHENG</creatorcontrib><creatorcontrib>WANG DANGZAI</creatorcontrib><creatorcontrib>ZHAO YONGGANG</creatorcontrib><creatorcontrib>FENG JUN</creatorcontrib><creatorcontrib>HU XIAOHONG</creatorcontrib><creatorcontrib>WANG XIAODONG</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>LIANG JUAN</au><au>TANG XUEFENG</au><au>BAI ZHONGSHENG</au><au>WANG DANGZAI</au><au>ZHAO YONGGANG</au><au>FENG JUN</au><au>HU XIAOHONG</au><au>WANG XIAODONG</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Asphalt core wall base and construction method thereof</title><date>2016-01-13</date><risdate>2016</risdate><abstract>The invention discloses an asphalt core wall base and a construction method thereof. By adopting the asphalt core wall base and the construction method thereof, the problem that an original earth-rock dam cannot be used for overflowing in the filling process is solved. The asphalt core wall base comprises a base foundation surface and a base body. The base foundation surface is arranged on a base rock. The base body is arranged on the base foundation surface. The horizontal height of the top of the base body is larger than that of a dam body foundation surface. The method is applied to construction of the asphalt core wall base. The horizontal height of the top of the base body in the base is larger than that of the dam body foundation surface, so the portion, higher than the dam body foundation surface, of the base can protect safety of a fracture surface on the lower portion of a dam body, and the earth-rock dam can conduct overflowing in the filling process; moreover, the height of a cofferdam arranged on the upper stream is reduced, the number of diversion tunnels is reduced, investment is saved, the construction period is shortened, and the layout of a hydro-project is optimized.</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language eng
recordid cdi_epo_espacenet_CN105239535A
source esp@cenet
subjects FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
title Asphalt core wall base and construction method thereof
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-25T06%3A38%3A08IST&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=LIANG%20JUAN&rft.date=2016-01-13&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN105239535A%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