Transverse tunnel cover method for shallow-buried underground excavation large underground space construction

The invention discloses a transverse tunnel cover method for shallow-buried underground excavation large underground space construction. Foundation pits or pilot tunnels are formed, in the longitudinal direction of underground space, of the tops of side walls of the underground space to be construct...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: ZHANG JINYI, YI JIANWEI, HUI LIPING, ZHAO ZIYIN, YAN CHAOTAO, GAO XINCAI, LI MINGGAN, CHEN HE
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 ZHANG JINYI
YI JIANWEI
HUI LIPING
ZHAO ZIYIN
YAN CHAOTAO
GAO XINCAI
LI MINGGAN
CHEN HE
description The invention discloses a transverse tunnel cover method for shallow-buried underground excavation large underground space construction. Foundation pits or pilot tunnels are formed, in the longitudinal direction of underground space, of the tops of side walls of the underground space to be constructed, temporary transverse stress structures are formed inside the foundation pits or the pilot tunnels at a time and located above a top plate of the underground space to be constructed and are controllable in rigidity, the temporary transverse stress structures are connected with piles inside the foundation pits or the pilot tunnels to form a temporary transverse top cover-pile bearing system, and under protection of the transverse top cover-pile bearing system, a single-span or multi-span and a single-layer or multi-layer underground space structure can be constructed in a sequential construction mode or in an inverse construction mode. In shallow-buried underground excavation large underground space structure construction, ground settlement is effectively controlled, constructed building deformation is reduced, the construction risks are reduced, the construction period is shortened, and the construction cost is lowered.
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN104863597A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN104863597A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN104863597A3</originalsourceid><addsrcrecordid>eNqNjLsKwkAQRdNYiPoP4wcElPgsJShWVunDuJk8YDMTZnejn-8qNnZWh8M93GnSF4rsRlJH4AMzWTASFXryrVRQi4Jr0Vp5pPegHVUQuCJtVCKBngZH9J0wWNSGfkY3oKF4x85rMO9onkxqtI4WX86S5eVc5NeUBinp0zP5Mr-tV5vDLtse96fsn-YFTR5D5A</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Transverse tunnel cover method for shallow-buried underground excavation large underground space construction</title><source>esp@cenet</source><creator>ZHANG JINYI ; YI JIANWEI ; HUI LIPING ; ZHAO ZIYIN ; YAN CHAOTAO ; GAO XINCAI ; LI MINGGAN ; CHEN HE</creator><creatorcontrib>ZHANG JINYI ; YI JIANWEI ; HUI LIPING ; ZHAO ZIYIN ; YAN CHAOTAO ; GAO XINCAI ; LI MINGGAN ; CHEN HE</creatorcontrib><description>The invention discloses a transverse tunnel cover method for shallow-buried underground excavation large underground space construction. Foundation pits or pilot tunnels are formed, in the longitudinal direction of underground space, of the tops of side walls of the underground space to be constructed, temporary transverse stress structures are formed inside the foundation pits or the pilot tunnels at a time and located above a top plate of the underground space to be constructed and are controllable in rigidity, the temporary transverse stress structures are connected with piles inside the foundation pits or the pilot tunnels to form a temporary transverse top cover-pile bearing system, and under protection of the transverse top cover-pile bearing system, a single-span or multi-span and a single-layer or multi-layer underground space structure can be constructed in a sequential construction mode or in an inverse construction mode. In shallow-buried underground excavation large underground space structure construction, ground settlement is effectively controlled, constructed building deformation is reduced, the construction risks are reduced, the construction period is shortened, and the construction cost is lowered.</description><language>eng</language><subject>EARTH DRILLING ; FIXED CONSTRUCTIONS ; GALLERIES ; LARGE UNDERGROUND CHAMBERS ; MINING ; SHAFTS ; TUNNELS</subject><creationdate>2015</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=20150826&amp;DB=EPODOC&amp;CC=CN&amp;NR=104863597A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20150826&amp;DB=EPODOC&amp;CC=CN&amp;NR=104863597A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ZHANG JINYI</creatorcontrib><creatorcontrib>YI JIANWEI</creatorcontrib><creatorcontrib>HUI LIPING</creatorcontrib><creatorcontrib>ZHAO ZIYIN</creatorcontrib><creatorcontrib>YAN CHAOTAO</creatorcontrib><creatorcontrib>GAO XINCAI</creatorcontrib><creatorcontrib>LI MINGGAN</creatorcontrib><creatorcontrib>CHEN HE</creatorcontrib><title>Transverse tunnel cover method for shallow-buried underground excavation large underground space construction</title><description>The invention discloses a transverse tunnel cover method for shallow-buried underground excavation large underground space construction. Foundation pits or pilot tunnels are formed, in the longitudinal direction of underground space, of the tops of side walls of the underground space to be constructed, temporary transverse stress structures are formed inside the foundation pits or the pilot tunnels at a time and located above a top plate of the underground space to be constructed and are controllable in rigidity, the temporary transverse stress structures are connected with piles inside the foundation pits or the pilot tunnels to form a temporary transverse top cover-pile bearing system, and under protection of the transverse top cover-pile bearing system, a single-span or multi-span and a single-layer or multi-layer underground space structure can be constructed in a sequential construction mode or in an inverse construction mode. In shallow-buried underground excavation large underground space structure construction, ground settlement is effectively controlled, constructed building deformation is reduced, the construction risks are reduced, the construction period is shortened, and the construction cost is lowered.</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>2015</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNjLsKwkAQRdNYiPoP4wcElPgsJShWVunDuJk8YDMTZnejn-8qNnZWh8M93GnSF4rsRlJH4AMzWTASFXryrVRQi4Jr0Vp5pPegHVUQuCJtVCKBngZH9J0wWNSGfkY3oKF4x85rMO9onkxqtI4WX86S5eVc5NeUBinp0zP5Mr-tV5vDLtse96fsn-YFTR5D5A</recordid><startdate>20150826</startdate><enddate>20150826</enddate><creator>ZHANG JINYI</creator><creator>YI JIANWEI</creator><creator>HUI LIPING</creator><creator>ZHAO ZIYIN</creator><creator>YAN CHAOTAO</creator><creator>GAO XINCAI</creator><creator>LI MINGGAN</creator><creator>CHEN HE</creator><scope>EVB</scope></search><sort><creationdate>20150826</creationdate><title>Transverse tunnel cover method for shallow-buried underground excavation large underground space construction</title><author>ZHANG JINYI ; YI JIANWEI ; HUI LIPING ; ZHAO ZIYIN ; YAN CHAOTAO ; GAO XINCAI ; LI MINGGAN ; CHEN HE</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN104863597A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2015</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>ZHANG JINYI</creatorcontrib><creatorcontrib>YI JIANWEI</creatorcontrib><creatorcontrib>HUI LIPING</creatorcontrib><creatorcontrib>ZHAO ZIYIN</creatorcontrib><creatorcontrib>YAN CHAOTAO</creatorcontrib><creatorcontrib>GAO XINCAI</creatorcontrib><creatorcontrib>LI MINGGAN</creatorcontrib><creatorcontrib>CHEN HE</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>ZHANG JINYI</au><au>YI JIANWEI</au><au>HUI LIPING</au><au>ZHAO ZIYIN</au><au>YAN CHAOTAO</au><au>GAO XINCAI</au><au>LI MINGGAN</au><au>CHEN HE</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Transverse tunnel cover method for shallow-buried underground excavation large underground space construction</title><date>2015-08-26</date><risdate>2015</risdate><abstract>The invention discloses a transverse tunnel cover method for shallow-buried underground excavation large underground space construction. Foundation pits or pilot tunnels are formed, in the longitudinal direction of underground space, of the tops of side walls of the underground space to be constructed, temporary transverse stress structures are formed inside the foundation pits or the pilot tunnels at a time and located above a top plate of the underground space to be constructed and are controllable in rigidity, the temporary transverse stress structures are connected with piles inside the foundation pits or the pilot tunnels to form a temporary transverse top cover-pile bearing system, and under protection of the transverse top cover-pile bearing system, a single-span or multi-span and a single-layer or multi-layer underground space structure can be constructed in a sequential construction mode or in an inverse construction mode. In shallow-buried underground excavation large underground space structure construction, ground settlement is effectively controlled, constructed building deformation is reduced, the construction risks are reduced, the construction period is shortened, and the construction cost is lowered.</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language eng
recordid cdi_epo_espacenet_CN104863597A
source esp@cenet
subjects EARTH DRILLING
FIXED CONSTRUCTIONS
GALLERIES
LARGE UNDERGROUND CHAMBERS
MINING
SHAFTS
TUNNELS
title Transverse tunnel cover method for shallow-buried underground excavation large underground space construction
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-06T13%3A35%3A42IST&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=ZHANG%20JINYI&rft.date=2015-08-26&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN104863597A%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