Rock-fill concrete slope structure with masonry template

The utility model discloses a rock-fill concrete slope structure with a masonry template. The rock-fill concrete slope structure comprises a slope building foundation, wherein the slope building foundation is composed of at least two layers of foundation structures from bottom to top, and each layer...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: HE NAN, HAN JIAN, LIU JUN, SHAO YING, YANG SHUNQUN, BAO FENFEN, LI ZEMIN
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 HE NAN
HAN JIAN
LIU JUN
SHAO YING
YANG SHUNQUN
BAO FENFEN
LI ZEMIN
description The utility model discloses a rock-fill concrete slope structure with a masonry template. The rock-fill concrete slope structure comprises a slope building foundation, wherein the slope building foundation is composed of at least two layers of foundation structures from bottom to top, and each layer of foundation structure is composed of a masonry slope template and poured rock-fill concrete; the height of each layer is 1.0-1.5m; and the section of the masonry slope template is of a right trapezoid structure, and the included angle a between the beveled edge and lower bottom edge of the right trapezoid is equal to the slope angle of the slope building foundation. The rock-fill concrete slope structure has the advantages that the section of the masonry slope template at each layer is of the right trapezoid structure, so that the inner side of the masonry slope template is a vertical surface for storing and pouring squared stone of rock-fill concrete; and the outer slope of the masonry template is same as the s
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN203284782UU</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN203284782UU</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN203284782UU3</originalsourceid><addsrcrecordid>eNrjZLAIyk_O1k3LzMlRSM7PSy5KLUlVKM7JLwCSJUWlySWlRakK5ZklGQq5icX5eUWVCiWpuQU5iSWpPAysaYk5xam8UJqbQcnNNcTZQze1ID8-tbggMTk1L7Uk3tnPyMDYyMLE3MIoNNSYKEUAoEMvpg</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Rock-fill concrete slope structure with masonry template</title><source>esp@cenet</source><creator>HE NAN ; HAN JIAN ; LIU JUN ; SHAO YING ; YANG SHUNQUN ; BAO FENFEN ; LI ZEMIN</creator><creatorcontrib>HE NAN ; HAN JIAN ; LIU JUN ; SHAO YING ; YANG SHUNQUN ; BAO FENFEN ; LI ZEMIN</creatorcontrib><description>The utility model discloses a rock-fill concrete slope structure with a masonry template. The rock-fill concrete slope structure comprises a slope building foundation, wherein the slope building foundation is composed of at least two layers of foundation structures from bottom to top, and each layer of foundation structure is composed of a masonry slope template and poured rock-fill concrete; the height of each layer is 1.0-1.5m; and the section of the masonry slope template is of a right trapezoid structure, and the included angle a between the beveled edge and lower bottom edge of the right trapezoid is equal to the slope angle of the slope building foundation. The rock-fill concrete slope structure has the advantages that the section of the masonry slope template at each layer is of the right trapezoid structure, so that the inner side of the masonry slope template is a vertical surface for storing and pouring squared stone of rock-fill concrete; and the outer slope of the masonry template is same as the s</description><language>chi ; eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2013</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=20131113&amp;DB=EPODOC&amp;CC=CN&amp;NR=203284782U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25544,76293</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20131113&amp;DB=EPODOC&amp;CC=CN&amp;NR=203284782U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>HE NAN</creatorcontrib><creatorcontrib>HAN JIAN</creatorcontrib><creatorcontrib>LIU JUN</creatorcontrib><creatorcontrib>SHAO YING</creatorcontrib><creatorcontrib>YANG SHUNQUN</creatorcontrib><creatorcontrib>BAO FENFEN</creatorcontrib><creatorcontrib>LI ZEMIN</creatorcontrib><title>Rock-fill concrete slope structure with masonry template</title><description>The utility model discloses a rock-fill concrete slope structure with a masonry template. The rock-fill concrete slope structure comprises a slope building foundation, wherein the slope building foundation is composed of at least two layers of foundation structures from bottom to top, and each layer of foundation structure is composed of a masonry slope template and poured rock-fill concrete; the height of each layer is 1.0-1.5m; and the section of the masonry slope template is of a right trapezoid structure, and the included angle a between the beveled edge and lower bottom edge of the right trapezoid is equal to the slope angle of the slope building foundation. The rock-fill concrete slope structure has the advantages that the section of the masonry slope template at each layer is of the right trapezoid structure, so that the inner side of the masonry slope template is a vertical surface for storing and pouring squared stone of rock-fill concrete; and the outer slope of the masonry template is same as the s</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>2013</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZLAIyk_O1k3LzMlRSM7PSy5KLUlVKM7JLwCSJUWlySWlRakK5ZklGQq5icX5eUWVCiWpuQU5iSWpPAysaYk5xam8UJqbQcnNNcTZQze1ID8-tbggMTk1L7Uk3tnPyMDYyMLE3MIoNNSYKEUAoEMvpg</recordid><startdate>20131113</startdate><enddate>20131113</enddate><creator>HE NAN</creator><creator>HAN JIAN</creator><creator>LIU JUN</creator><creator>SHAO YING</creator><creator>YANG SHUNQUN</creator><creator>BAO FENFEN</creator><creator>LI ZEMIN</creator><scope>EVB</scope></search><sort><creationdate>20131113</creationdate><title>Rock-fill concrete slope structure with masonry template</title><author>HE NAN ; HAN JIAN ; LIU JUN ; SHAO YING ; YANG SHUNQUN ; BAO FENFEN ; LI ZEMIN</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN203284782UU3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2013</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>HE NAN</creatorcontrib><creatorcontrib>HAN JIAN</creatorcontrib><creatorcontrib>LIU JUN</creatorcontrib><creatorcontrib>SHAO YING</creatorcontrib><creatorcontrib>YANG SHUNQUN</creatorcontrib><creatorcontrib>BAO FENFEN</creatorcontrib><creatorcontrib>LI ZEMIN</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>HE NAN</au><au>HAN JIAN</au><au>LIU JUN</au><au>SHAO YING</au><au>YANG SHUNQUN</au><au>BAO FENFEN</au><au>LI ZEMIN</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Rock-fill concrete slope structure with masonry template</title><date>2013-11-13</date><risdate>2013</risdate><abstract>The utility model discloses a rock-fill concrete slope structure with a masonry template. The rock-fill concrete slope structure comprises a slope building foundation, wherein the slope building foundation is composed of at least two layers of foundation structures from bottom to top, and each layer of foundation structure is composed of a masonry slope template and poured rock-fill concrete; the height of each layer is 1.0-1.5m; and the section of the masonry slope template is of a right trapezoid structure, and the included angle a between the beveled edge and lower bottom edge of the right trapezoid is equal to the slope angle of the slope building foundation. The rock-fill concrete slope structure has the advantages that the section of the masonry slope template at each layer is of the right trapezoid structure, so that the inner side of the masonry slope template is a vertical surface for storing and pouring squared stone of rock-fill concrete; and the outer slope of the masonry template is same as the s</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN203284782UU
source esp@cenet
subjects EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
title Rock-fill concrete slope structure with masonry template
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-27T21%3A40%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=HE%20NAN&rft.date=2013-11-13&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN203284782UU%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