Anti-subsidence control method by supplying grouting in real time in shield construction

The invention discloses an anti-subsidence control method by supplying grouting in real time in shield construction. According to the anti-subsidence control method, a shield machine cutter, a shield shell, a shield tail brush, around soil layers, segments, a first annular segment, a second annular...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: ZHU HAIJUN, YU NANSHAN, SU CHANGYI, YE YISHENG, HOU BOHAI, CAO QI, LIU KAIYANG, OU SHENWEI
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 ZHU HAIJUN
YU NANSHAN
SU CHANGYI
YE YISHENG
HOU BOHAI
CAO QI
LIU KAIYANG
OU SHENWEI
description The invention discloses an anti-subsidence control method by supplying grouting in real time in shield construction. According to the anti-subsidence control method, a shield machine cutter, a shield shell, a shield tail brush, around soil layers, segments, a first annular segment, a second annular segment, a third annular segment, a water glass grout grouting pipe, an auxiliary synchronous grouting pipe, a main synchronous grouting pipe, a water glass grout grouting pump, a water glass grout preparation barrel, a shield machine cement grout synchronous grouting box and a ball valve are included. Synchronous grouting and secondary grout supplying are effectively integrated, cement injection and water glass injection are organically combined, therefore the timeliness and the effectiveness of filling of gap in the backs of the segments are strengthened, disturbances caused by intersection construction of a traditional secondary grouting and normal tunneling of the shield machine are eliminated, compared with th
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN107120121A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN107120121A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN107120121A3</originalsourceid><addsrcrecordid>eNqNizEOwjAMRbMwIOAO5gCVmjIwVxWIiYmBrWpT01pKnSh2ht4eReIATP896f29ebesVEkehSZkh-ACawoeVtQlTDBuIDlGvxHPMKeQtQAxJBw8KK1YRBZCP5WvaMpOKfDR7D6DFzz99mDO99ure1QYQ48SB4eM2ndPW19tU9vGtpd_mi_jTzq3</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Anti-subsidence control method by supplying grouting in real time in shield construction</title><source>esp@cenet</source><creator>ZHU HAIJUN ; YU NANSHAN ; SU CHANGYI ; YE YISHENG ; HOU BOHAI ; CAO QI ; LIU KAIYANG ; OU SHENWEI</creator><creatorcontrib>ZHU HAIJUN ; YU NANSHAN ; SU CHANGYI ; YE YISHENG ; HOU BOHAI ; CAO QI ; LIU KAIYANG ; OU SHENWEI</creatorcontrib><description>The invention discloses an anti-subsidence control method by supplying grouting in real time in shield construction. According to the anti-subsidence control method, a shield machine cutter, a shield shell, a shield tail brush, around soil layers, segments, a first annular segment, a second annular segment, a third annular segment, a water glass grout grouting pipe, an auxiliary synchronous grouting pipe, a main synchronous grouting pipe, a water glass grout grouting pump, a water glass grout preparation barrel, a shield machine cement grout synchronous grouting box and a ball valve are included. Synchronous grouting and secondary grout supplying are effectively integrated, cement injection and water glass injection are organically combined, therefore the timeliness and the effectiveness of filling of gap in the backs of the segments are strengthened, disturbances caused by intersection construction of a traditional secondary grouting and normal tunneling of the shield machine are eliminated, compared with th</description><language>chi ; eng</language><subject>EARTH DRILLING ; FIXED CONSTRUCTIONS ; GALLERIES ; LARGE UNDERGROUND CHAMBERS ; MINING ; SHAFTS ; TUNNELS</subject><creationdate>2017</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=20170901&amp;DB=EPODOC&amp;CC=CN&amp;NR=107120121A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25563,76318</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20170901&amp;DB=EPODOC&amp;CC=CN&amp;NR=107120121A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ZHU HAIJUN</creatorcontrib><creatorcontrib>YU NANSHAN</creatorcontrib><creatorcontrib>SU CHANGYI</creatorcontrib><creatorcontrib>YE YISHENG</creatorcontrib><creatorcontrib>HOU BOHAI</creatorcontrib><creatorcontrib>CAO QI</creatorcontrib><creatorcontrib>LIU KAIYANG</creatorcontrib><creatorcontrib>OU SHENWEI</creatorcontrib><title>Anti-subsidence control method by supplying grouting in real time in shield construction</title><description>The invention discloses an anti-subsidence control method by supplying grouting in real time in shield construction. According to the anti-subsidence control method, a shield machine cutter, a shield shell, a shield tail brush, around soil layers, segments, a first annular segment, a second annular segment, a third annular segment, a water glass grout grouting pipe, an auxiliary synchronous grouting pipe, a main synchronous grouting pipe, a water glass grout grouting pump, a water glass grout preparation barrel, a shield machine cement grout synchronous grouting box and a ball valve are included. Synchronous grouting and secondary grout supplying are effectively integrated, cement injection and water glass injection are organically combined, therefore the timeliness and the effectiveness of filling of gap in the backs of the segments are strengthened, disturbances caused by intersection construction of a traditional secondary grouting and normal tunneling of the shield machine are eliminated, compared with th</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>2017</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNizEOwjAMRbMwIOAO5gCVmjIwVxWIiYmBrWpT01pKnSh2ht4eReIATP896f29ebesVEkehSZkh-ACawoeVtQlTDBuIDlGvxHPMKeQtQAxJBw8KK1YRBZCP5WvaMpOKfDR7D6DFzz99mDO99ure1QYQ48SB4eM2ndPW19tU9vGtpd_mi_jTzq3</recordid><startdate>20170901</startdate><enddate>20170901</enddate><creator>ZHU HAIJUN</creator><creator>YU NANSHAN</creator><creator>SU CHANGYI</creator><creator>YE YISHENG</creator><creator>HOU BOHAI</creator><creator>CAO QI</creator><creator>LIU KAIYANG</creator><creator>OU SHENWEI</creator><scope>EVB</scope></search><sort><creationdate>20170901</creationdate><title>Anti-subsidence control method by supplying grouting in real time in shield construction</title><author>ZHU HAIJUN ; YU NANSHAN ; SU CHANGYI ; YE YISHENG ; HOU BOHAI ; CAO QI ; LIU KAIYANG ; OU SHENWEI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN107120121A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2017</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>ZHU HAIJUN</creatorcontrib><creatorcontrib>YU NANSHAN</creatorcontrib><creatorcontrib>SU CHANGYI</creatorcontrib><creatorcontrib>YE YISHENG</creatorcontrib><creatorcontrib>HOU BOHAI</creatorcontrib><creatorcontrib>CAO QI</creatorcontrib><creatorcontrib>LIU KAIYANG</creatorcontrib><creatorcontrib>OU SHENWEI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>ZHU HAIJUN</au><au>YU NANSHAN</au><au>SU CHANGYI</au><au>YE YISHENG</au><au>HOU BOHAI</au><au>CAO QI</au><au>LIU KAIYANG</au><au>OU SHENWEI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Anti-subsidence control method by supplying grouting in real time in shield construction</title><date>2017-09-01</date><risdate>2017</risdate><abstract>The invention discloses an anti-subsidence control method by supplying grouting in real time in shield construction. According to the anti-subsidence control method, a shield machine cutter, a shield shell, a shield tail brush, around soil layers, segments, a first annular segment, a second annular segment, a third annular segment, a water glass grout grouting pipe, an auxiliary synchronous grouting pipe, a main synchronous grouting pipe, a water glass grout grouting pump, a water glass grout preparation barrel, a shield machine cement grout synchronous grouting box and a ball valve are included. Synchronous grouting and secondary grout supplying are effectively integrated, cement injection and water glass injection are organically combined, therefore the timeliness and the effectiveness of filling of gap in the backs of the segments are strengthened, disturbances caused by intersection construction of a traditional secondary grouting and normal tunneling of the shield machine are eliminated, compared with th</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN107120121A
source esp@cenet
subjects EARTH DRILLING
FIXED CONSTRUCTIONS
GALLERIES
LARGE UNDERGROUND CHAMBERS
MINING
SHAFTS
TUNNELS
title Anti-subsidence control method by supplying grouting in real time in shield construction
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-11T00%3A58%3A51IST&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=ZHU%20HAIJUN&rft.date=2017-09-01&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN107120121A%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