Construction method for CRD (center cross diaphragm) inverted arch
The invention discloses a construction method for a CRD (center cross diaphragm) inverted arch. The construction method comprises the following steps: 1), installing a temporary steel support; 2), breaking a center cross diaphragm near the temporary steel support; 3), constructing a bottom levelling...
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 | DAI XINGMIN DONG XIANSHUN GUO BAOFEI CHEN JIAN WANG CHUNSHENG GUO JIANGUO XU XINGHUI MA DONG |
description | The invention discloses a construction method for a CRD (center cross diaphragm) inverted arch. The construction method comprises the following steps: 1), installing a temporary steel support; 2), breaking a center cross diaphragm near the temporary steel support; 3), constructing a bottom levelling layer, a waterproof layer and a protective layer for the temporary steel support; 4), applying pre-stress; and 5), constructing the inverted arch: breaking the rest center cross diaphragm, constructing a levelling layer, a waterproof layer and a protective layer, applying reinforcement, mould boards and concrete, using concrete of the same grade to backfill the middle part of the concrete inverted arch, and simultaneously pouring 30cm-high concrete on the two side walls. The construction method has the advantages of reducing structural construction seams, avoiding frequent conversion between processes, achieving strong structural integrity, completely sealing the waterproof layer and effectively controlling land s |
format | Patent |
fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN102758638A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN102758638A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN102758638A3</originalsourceid><addsrcrecordid>eNrjZHByzs8rLikqTS7JzM9TyE0tychPUUjLL1JwDnJR0EhOzStJLVJILsovLlZIyUwsyChKTM_VVMjMK0stKklNUUgsSs7gYWBNS8wpTuWF0twMim6uIc4euqkF-fGpxQWJQFNSS-Kd_QwNjMxNLcyMLRyNiVEDAAQHMY0</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Construction method for CRD (center cross diaphragm) inverted arch</title><source>esp@cenet</source><creator>DAI XINGMIN ; DONG XIANSHUN ; GUO BAOFEI ; CHEN JIAN ; WANG CHUNSHENG ; GUO JIANGUO ; XU XINGHUI ; MA DONG</creator><creatorcontrib>DAI XINGMIN ; DONG XIANSHUN ; GUO BAOFEI ; CHEN JIAN ; WANG CHUNSHENG ; GUO JIANGUO ; XU XINGHUI ; MA DONG</creatorcontrib><description>The invention discloses a construction method for a CRD (center cross diaphragm) inverted arch. The construction method comprises the following steps: 1), installing a temporary steel support; 2), breaking a center cross diaphragm near the temporary steel support; 3), constructing a bottom levelling layer, a waterproof layer and a protective layer for the temporary steel support; 4), applying pre-stress; and 5), constructing the inverted arch: breaking the rest center cross diaphragm, constructing a levelling layer, a waterproof layer and a protective layer, applying reinforcement, mould boards and concrete, using concrete of the same grade to backfill the middle part of the concrete inverted arch, and simultaneously pouring 30cm-high concrete on the two side walls. The construction method has the advantages of reducing structural construction seams, avoiding frequent conversion between processes, achieving strong structural integrity, completely sealing the waterproof layer and effectively controlling land s</description><language>chi ; eng</language><subject>EARTH DRILLING ; FIXED CONSTRUCTIONS ; GALLERIES ; LARGE UNDERGROUND CHAMBERS ; MINING ; SHAFTS ; TUNNELS</subject><creationdate>2012</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=20121031&DB=EPODOC&CC=CN&NR=102758638A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,777,882,25545,76296</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20121031&DB=EPODOC&CC=CN&NR=102758638A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>DAI XINGMIN</creatorcontrib><creatorcontrib>DONG XIANSHUN</creatorcontrib><creatorcontrib>GUO BAOFEI</creatorcontrib><creatorcontrib>CHEN JIAN</creatorcontrib><creatorcontrib>WANG CHUNSHENG</creatorcontrib><creatorcontrib>GUO JIANGUO</creatorcontrib><creatorcontrib>XU XINGHUI</creatorcontrib><creatorcontrib>MA DONG</creatorcontrib><title>Construction method for CRD (center cross diaphragm) inverted arch</title><description>The invention discloses a construction method for a CRD (center cross diaphragm) inverted arch. The construction method comprises the following steps: 1), installing a temporary steel support; 2), breaking a center cross diaphragm near the temporary steel support; 3), constructing a bottom levelling layer, a waterproof layer and a protective layer for the temporary steel support; 4), applying pre-stress; and 5), constructing the inverted arch: breaking the rest center cross diaphragm, constructing a levelling layer, a waterproof layer and a protective layer, applying reinforcement, mould boards and concrete, using concrete of the same grade to backfill the middle part of the concrete inverted arch, and simultaneously pouring 30cm-high concrete on the two side walls. The construction method has the advantages of reducing structural construction seams, avoiding frequent conversion between processes, achieving strong structural integrity, completely sealing the waterproof layer and effectively controlling land s</description><subject>EARTH DRILLING</subject><subject>FIXED CONSTRUCTIONS</subject><subject>GALLERIES</subject><subject>LARGE UNDERGROUND CHAMBERS</subject><subject>MINING</subject><subject>SHAFTS</subject><subject>TUNNELS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2012</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZHByzs8rLikqTS7JzM9TyE0tychPUUjLL1JwDnJR0EhOzStJLVJILsovLlZIyUwsyChKTM_VVMjMK0stKklNUUgsSs7gYWBNS8wpTuWF0twMim6uIc4euqkF-fGpxQWJQFNSS-Kd_QwNjMxNLcyMLRyNiVEDAAQHMY0</recordid><startdate>20121031</startdate><enddate>20121031</enddate><creator>DAI XINGMIN</creator><creator>DONG XIANSHUN</creator><creator>GUO BAOFEI</creator><creator>CHEN JIAN</creator><creator>WANG CHUNSHENG</creator><creator>GUO JIANGUO</creator><creator>XU XINGHUI</creator><creator>MA DONG</creator><scope>EVB</scope></search><sort><creationdate>20121031</creationdate><title>Construction method for CRD (center cross diaphragm) inverted arch</title><author>DAI XINGMIN ; DONG XIANSHUN ; GUO BAOFEI ; CHEN JIAN ; WANG CHUNSHENG ; GUO JIANGUO ; XU XINGHUI ; MA DONG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN102758638A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2012</creationdate><topic>EARTH DRILLING</topic><topic>FIXED CONSTRUCTIONS</topic><topic>GALLERIES</topic><topic>LARGE UNDERGROUND CHAMBERS</topic><topic>MINING</topic><topic>SHAFTS</topic><topic>TUNNELS</topic><toplevel>online_resources</toplevel><creatorcontrib>DAI XINGMIN</creatorcontrib><creatorcontrib>DONG XIANSHUN</creatorcontrib><creatorcontrib>GUO BAOFEI</creatorcontrib><creatorcontrib>CHEN JIAN</creatorcontrib><creatorcontrib>WANG CHUNSHENG</creatorcontrib><creatorcontrib>GUO JIANGUO</creatorcontrib><creatorcontrib>XU XINGHUI</creatorcontrib><creatorcontrib>MA DONG</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>DAI XINGMIN</au><au>DONG XIANSHUN</au><au>GUO BAOFEI</au><au>CHEN JIAN</au><au>WANG CHUNSHENG</au><au>GUO JIANGUO</au><au>XU XINGHUI</au><au>MA DONG</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Construction method for CRD (center cross diaphragm) inverted arch</title><date>2012-10-31</date><risdate>2012</risdate><abstract>The invention discloses a construction method for a CRD (center cross diaphragm) inverted arch. The construction method comprises the following steps: 1), installing a temporary steel support; 2), breaking a center cross diaphragm near the temporary steel support; 3), constructing a bottom levelling layer, a waterproof layer and a protective layer for the temporary steel support; 4), applying pre-stress; and 5), constructing the inverted arch: breaking the rest center cross diaphragm, constructing a levelling layer, a waterproof layer and a protective layer, applying reinforcement, mould boards and concrete, using concrete of the same grade to backfill the middle part of the concrete inverted arch, and simultaneously pouring 30cm-high concrete on the two side walls. The construction method has the advantages of reducing structural construction seams, avoiding frequent conversion between processes, achieving strong structural integrity, completely sealing the waterproof layer and effectively controlling land s</abstract><oa>free_for_read</oa></addata></record> |
fulltext | fulltext_linktorsrc |
identifier | |
ispartof | |
issn | |
language | chi ; eng |
recordid | cdi_epo_espacenet_CN102758638A |
source | esp@cenet |
subjects | EARTH DRILLING FIXED CONSTRUCTIONS GALLERIES LARGE UNDERGROUND CHAMBERS MINING SHAFTS TUNNELS |
title | Construction method for CRD (center cross diaphragm) inverted arch |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-17T22%3A16%3A35IST&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=DAI%20XINGMIN&rft.date=2012-10-31&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN102758638A%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 |