Structure and method for resisting floor heave deformation of tunnel and construction method

The invention relates to the technical field of railway tunnel engineering construction, in particular to a structure and method for resisting floor heave deformation of a tunnel and a construction method.The structure comprises a pressure relief well, the pressure relief well comprises a cavity str...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: WANG LEI, ZHU LINCHEN, ZOU YILUN, TAO WEIMING, YANG BO, ZHOU LINFENG, XU HUAIREN, LIU YUEYANG, YU YU, SHU DONGLI
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 WANG LEI
ZHU LINCHEN
ZOU YILUN
TAO WEIMING
YANG BO
ZHOU LINFENG
XU HUAIREN
LIU YUEYANG
YU YU
SHU DONGLI
description The invention relates to the technical field of railway tunnel engineering construction, in particular to a structure and method for resisting floor heave deformation of a tunnel and a construction method.The structure comprises a pressure relief well, the pressure relief well comprises a cavity structure located in an inverted arch filling layer, the bottom of the pressure relief well penetrates through an inverted arch, and the top of the pressure relief well is located below a rail; the multiple pressure relief wells are arranged in the longitudinal direction of the tunnel. By adopting the structure, a certain space is reserved through the pressure relief well, a release area for tunnel floor heave deformation is provided, meanwhile, the contact area of a tunnel bottom structure and a rock mass is reduced, rock mass deformation pressure transmitted to the tunnel bottom structure is reduced, upward deformation of the rock mass is induced to develop towards the free face of the pressure relief well, and mean
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN115596504A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN115596504A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN115596504A3</originalsourceid><addsrcrecordid>eNrjZIgJLikqTS4pLUpVSMxLUchNLcnIT1FIyy9SKEotziwuycxLV0jLyQfyM1ITy1IVUlKBcrmJJZn5eQr5aQolpXl5qTlgrcn5ecVgs0BSEHN4GFjTEnOKU3mhNDeDoptriLOHbmpBfnxqcUFicmpeakm8s5-hoamppZmpgYmjMTFqAAKzPHw</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Structure and method for resisting floor heave deformation of tunnel and construction method</title><source>esp@cenet</source><creator>WANG LEI ; ZHU LINCHEN ; ZOU YILUN ; TAO WEIMING ; YANG BO ; ZHOU LINFENG ; XU HUAIREN ; LIU YUEYANG ; YU YU ; SHU DONGLI</creator><creatorcontrib>WANG LEI ; ZHU LINCHEN ; ZOU YILUN ; TAO WEIMING ; YANG BO ; ZHOU LINFENG ; XU HUAIREN ; LIU YUEYANG ; YU YU ; SHU DONGLI</creatorcontrib><description>The invention relates to the technical field of railway tunnel engineering construction, in particular to a structure and method for resisting floor heave deformation of a tunnel and a construction method.The structure comprises a pressure relief well, the pressure relief well comprises a cavity structure located in an inverted arch filling layer, the bottom of the pressure relief well penetrates through an inverted arch, and the top of the pressure relief well is located below a rail; the multiple pressure relief wells are arranged in the longitudinal direction of the tunnel. By adopting the structure, a certain space is reserved through the pressure relief well, a release area for tunnel floor heave deformation is provided, meanwhile, the contact area of a tunnel bottom structure and a rock mass is reduced, rock mass deformation pressure transmitted to the tunnel bottom structure is reduced, upward deformation of the rock mass is induced to develop towards the free face of the pressure relief well, and mean</description><language>chi ; eng</language><subject>EARTH DRILLING ; FIXED CONSTRUCTIONS ; GALLERIES ; LARGE UNDERGROUND CHAMBERS ; MINING ; SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, ORDRAINING IN OR OF MINES OR TUNNELS ; SHAFTS ; TUNNELS</subject><creationdate>2023</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=20230113&amp;DB=EPODOC&amp;CC=CN&amp;NR=115596504A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25544,76293</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20230113&amp;DB=EPODOC&amp;CC=CN&amp;NR=115596504A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>WANG LEI</creatorcontrib><creatorcontrib>ZHU LINCHEN</creatorcontrib><creatorcontrib>ZOU YILUN</creatorcontrib><creatorcontrib>TAO WEIMING</creatorcontrib><creatorcontrib>YANG BO</creatorcontrib><creatorcontrib>ZHOU LINFENG</creatorcontrib><creatorcontrib>XU HUAIREN</creatorcontrib><creatorcontrib>LIU YUEYANG</creatorcontrib><creatorcontrib>YU YU</creatorcontrib><creatorcontrib>SHU DONGLI</creatorcontrib><title>Structure and method for resisting floor heave deformation of tunnel and construction method</title><description>The invention relates to the technical field of railway tunnel engineering construction, in particular to a structure and method for resisting floor heave deformation of a tunnel and a construction method.The structure comprises a pressure relief well, the pressure relief well comprises a cavity structure located in an inverted arch filling layer, the bottom of the pressure relief well penetrates through an inverted arch, and the top of the pressure relief well is located below a rail; the multiple pressure relief wells are arranged in the longitudinal direction of the tunnel. By adopting the structure, a certain space is reserved through the pressure relief well, a release area for tunnel floor heave deformation is provided, meanwhile, the contact area of a tunnel bottom structure and a rock mass is reduced, rock mass deformation pressure transmitted to the tunnel bottom structure is reduced, upward deformation of the rock mass is induced to develop towards the free face of the pressure relief well, and mean</description><subject>EARTH DRILLING</subject><subject>FIXED CONSTRUCTIONS</subject><subject>GALLERIES</subject><subject>LARGE UNDERGROUND CHAMBERS</subject><subject>MINING</subject><subject>SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, ORDRAINING IN OR OF MINES OR TUNNELS</subject><subject>SHAFTS</subject><subject>TUNNELS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2023</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZIgJLikqTS4pLUpVSMxLUchNLcnIT1FIyy9SKEotziwuycxLV0jLyQfyM1ITy1IVUlKBcrmJJZn5eQr5aQolpXl5qTlgrcn5ecVgs0BSEHN4GFjTEnOKU3mhNDeDoptriLOHbmpBfnxqcUFicmpeakm8s5-hoamppZmpgYmjMTFqAAKzPHw</recordid><startdate>20230113</startdate><enddate>20230113</enddate><creator>WANG LEI</creator><creator>ZHU LINCHEN</creator><creator>ZOU YILUN</creator><creator>TAO WEIMING</creator><creator>YANG BO</creator><creator>ZHOU LINFENG</creator><creator>XU HUAIREN</creator><creator>LIU YUEYANG</creator><creator>YU YU</creator><creator>SHU DONGLI</creator><scope>EVB</scope></search><sort><creationdate>20230113</creationdate><title>Structure and method for resisting floor heave deformation of tunnel and construction method</title><author>WANG LEI ; ZHU LINCHEN ; ZOU YILUN ; TAO WEIMING ; YANG BO ; ZHOU LINFENG ; XU HUAIREN ; LIU YUEYANG ; YU YU ; SHU DONGLI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN115596504A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2023</creationdate><topic>EARTH DRILLING</topic><topic>FIXED CONSTRUCTIONS</topic><topic>GALLERIES</topic><topic>LARGE UNDERGROUND CHAMBERS</topic><topic>MINING</topic><topic>SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, ORDRAINING IN OR OF MINES OR TUNNELS</topic><topic>SHAFTS</topic><topic>TUNNELS</topic><toplevel>online_resources</toplevel><creatorcontrib>WANG LEI</creatorcontrib><creatorcontrib>ZHU LINCHEN</creatorcontrib><creatorcontrib>ZOU YILUN</creatorcontrib><creatorcontrib>TAO WEIMING</creatorcontrib><creatorcontrib>YANG BO</creatorcontrib><creatorcontrib>ZHOU LINFENG</creatorcontrib><creatorcontrib>XU HUAIREN</creatorcontrib><creatorcontrib>LIU YUEYANG</creatorcontrib><creatorcontrib>YU YU</creatorcontrib><creatorcontrib>SHU DONGLI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>WANG LEI</au><au>ZHU LINCHEN</au><au>ZOU YILUN</au><au>TAO WEIMING</au><au>YANG BO</au><au>ZHOU LINFENG</au><au>XU HUAIREN</au><au>LIU YUEYANG</au><au>YU YU</au><au>SHU DONGLI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Structure and method for resisting floor heave deformation of tunnel and construction method</title><date>2023-01-13</date><risdate>2023</risdate><abstract>The invention relates to the technical field of railway tunnel engineering construction, in particular to a structure and method for resisting floor heave deformation of a tunnel and a construction method.The structure comprises a pressure relief well, the pressure relief well comprises a cavity structure located in an inverted arch filling layer, the bottom of the pressure relief well penetrates through an inverted arch, and the top of the pressure relief well is located below a rail; the multiple pressure relief wells are arranged in the longitudinal direction of the tunnel. By adopting the structure, a certain space is reserved through the pressure relief well, a release area for tunnel floor heave deformation is provided, meanwhile, the contact area of a tunnel bottom structure and a rock mass is reduced, rock mass deformation pressure transmitted to the tunnel bottom structure is reduced, upward deformation of the rock mass is induced to develop towards the free face of the pressure relief well, and mean</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN115596504A
source esp@cenet
subjects EARTH DRILLING
FIXED CONSTRUCTIONS
GALLERIES
LARGE UNDERGROUND CHAMBERS
MINING
SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, ORDRAINING IN OR OF MINES OR TUNNELS
SHAFTS
TUNNELS
title Structure and method for resisting floor heave deformation of tunnel and construction method
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-27T17%3A14%3A38IST&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%20LEI&rft.date=2023-01-13&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN115596504A%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