REINFORCING STRUCTURE OF CENTER PILLAR OF BINOCULAR-SHAPED TUNNEL, AND CONSTRUCTION METHOD FOR TUNNEL

PROBLEM TO BE SOLVED: To provide a reinforcing structure of a center pillar which is provided in a central advancing drift of a binocular-shaped tunnel, inhibiting a wall-shaped column from being deformed by the excavation of an advancing main tunnel. SOLUTION: The center pillar 11 is provided in ad...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
1. Verfasser:	YABE YUKIO
Format:	Patent
Sprache:	eng
Schlagworte:	EARTH DRILLING FIXED CONSTRUCTIONS GALLERIES LARGE UNDERGROUND CHAMBERS MINING SHAFTS TUNNELS
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	YABE YUKIO
description	PROBLEM TO BE SOLVED: To provide a reinforcing structure of a center pillar which is provided in a central advancing drift of a binocular-shaped tunnel, inhibiting a wall-shaped column from being deformed by the excavation of an advancing main tunnel. SOLUTION: The center pillar 11 is provided in advance as a shared supporting structure in the advancing drift 10 which is positioned between the advancing main tunnel 20 and a reversing main tunnel 30 provided in parallel in a close state. A back-filling material layer 13 with a predetermined thickness is formed in a reversing main tunnel-side drift 12 of the advancing drift 11. Air mortar 14 with a predetermined layer thickness is infilled between the wall-shaped column section 11d of the center pillar 11 and timbering on it. The timbering of the center pillar 11 is performed in the excavation of the advancing main tunnel 10. After that, the reversing main tunnel 30 is excavated while the reinforcing structure of the drift 12 is removed, an invert of the main tunnel is excavated, and secondary linings 21 and 31 of each main tunnel are performed. COPYRIGHT: (C)2006,JPO&NCIPI
format	Patent
fullrecord	<record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_JP2005344319A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>JP2005344319A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_JP2005344319A3</originalsourceid><addsrcrecordid>eNqNjLEKwjAURbs4iPoPD2cL1bSDY0xeTCS-hDSZS5E4iRbq_2PFfoDT5VzOvcsiBzSkXBCGztDGkERMAcEpEEgRA3hjLQ_f4mTIiTRB2WruUUJMRGh3wEmCcPRbG0dwxaidhOl2dtbF4t4_xryZc1VsFUahyzy8ujwO_S0_87u7-ENVNayu2f7I2V_SBw7QNXM</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>REINFORCING STRUCTURE OF CENTER PILLAR OF BINOCULAR-SHAPED TUNNEL, AND CONSTRUCTION METHOD FOR TUNNEL</title><source>esp@cenet</source><creator>YABE YUKIO</creator><creatorcontrib>YABE YUKIO</creatorcontrib><description>PROBLEM TO BE SOLVED: To provide a reinforcing structure of a center pillar which is provided in a central advancing drift of a binocular-shaped tunnel, inhibiting a wall-shaped column from being deformed by the excavation of an advancing main tunnel. SOLUTION: The center pillar 11 is provided in advance as a shared supporting structure in the advancing drift 10 which is positioned between the advancing main tunnel 20 and a reversing main tunnel 30 provided in parallel in a close state. A back-filling material layer 13 with a predetermined thickness is formed in a reversing main tunnel-side drift 12 of the advancing drift 11. Air mortar 14 with a predetermined layer thickness is infilled between the wall-shaped column section 11d of the center pillar 11 and timbering on it. The timbering of the center pillar 11 is performed in the excavation of the advancing main tunnel 10. After that, the reversing main tunnel 30 is excavated while the reinforcing structure of the drift 12 is removed, an invert of the main tunnel is excavated, and secondary linings 21 and 31 of each main tunnel are performed. COPYRIGHT: (C)2006,JPO&NCIPI</description><edition>7</edition><language>eng</language><subject>EARTH DRILLING ; FIXED CONSTRUCTIONS ; GALLERIES ; LARGE UNDERGROUND CHAMBERS ; MINING ; SHAFTS ; TUNNELS</subject><creationdate>2005</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=20051215&DB=EPODOC&CC=JP&NR=2005344319A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25562,76317</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20051215&DB=EPODOC&CC=JP&NR=2005344319A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>YABE YUKIO</creatorcontrib><title>REINFORCING STRUCTURE OF CENTER PILLAR OF BINOCULAR-SHAPED TUNNEL, AND CONSTRUCTION METHOD FOR TUNNEL</title><description>PROBLEM TO BE SOLVED: To provide a reinforcing structure of a center pillar which is provided in a central advancing drift of a binocular-shaped tunnel, inhibiting a wall-shaped column from being deformed by the excavation of an advancing main tunnel. SOLUTION: The center pillar 11 is provided in advance as a shared supporting structure in the advancing drift 10 which is positioned between the advancing main tunnel 20 and a reversing main tunnel 30 provided in parallel in a close state. A back-filling material layer 13 with a predetermined thickness is formed in a reversing main tunnel-side drift 12 of the advancing drift 11. Air mortar 14 with a predetermined layer thickness is infilled between the wall-shaped column section 11d of the center pillar 11 and timbering on it. The timbering of the center pillar 11 is performed in the excavation of the advancing main tunnel 10. After that, the reversing main tunnel 30 is excavated while the reinforcing structure of the drift 12 is removed, an invert of the main tunnel is excavated, and secondary linings 21 and 31 of each main tunnel are performed. COPYRIGHT: (C)2006,JPO&NCIPI</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>2005</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNjLEKwjAURbs4iPoPD2cL1bSDY0xeTCS-hDSZS5E4iRbq_2PFfoDT5VzOvcsiBzSkXBCGztDGkERMAcEpEEgRA3hjLQ_f4mTIiTRB2WruUUJMRGh3wEmCcPRbG0dwxaidhOl2dtbF4t4_xryZc1VsFUahyzy8ujwO_S0_87u7-ENVNayu2f7I2V_SBw7QNXM</recordid><startdate>20051215</startdate><enddate>20051215</enddate><creator>YABE YUKIO</creator><scope>EVB</scope></search><sort><creationdate>20051215</creationdate><title>REINFORCING STRUCTURE OF CENTER PILLAR OF BINOCULAR-SHAPED TUNNEL, AND CONSTRUCTION METHOD FOR TUNNEL</title><author>YABE YUKIO</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2005344319A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2005</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>YABE YUKIO</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>YABE YUKIO</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>REINFORCING STRUCTURE OF CENTER PILLAR OF BINOCULAR-SHAPED TUNNEL, AND CONSTRUCTION METHOD FOR TUNNEL</title><date>2005-12-15</date><risdate>2005</risdate><abstract>PROBLEM TO BE SOLVED: To provide a reinforcing structure of a center pillar which is provided in a central advancing drift of a binocular-shaped tunnel, inhibiting a wall-shaped column from being deformed by the excavation of an advancing main tunnel. SOLUTION: The center pillar 11 is provided in advance as a shared supporting structure in the advancing drift 10 which is positioned between the advancing main tunnel 20 and a reversing main tunnel 30 provided in parallel in a close state. A back-filling material layer 13 with a predetermined thickness is formed in a reversing main tunnel-side drift 12 of the advancing drift 11. Air mortar 14 with a predetermined layer thickness is infilled between the wall-shaped column section 11d of the center pillar 11 and timbering on it. The timbering of the center pillar 11 is performed in the excavation of the advancing main tunnel 10. After that, the reversing main tunnel 30 is excavated while the reinforcing structure of the drift 12 is removed, an invert of the main tunnel is excavated, and secondary linings 21 and 31 of each main tunnel are performed. COPYRIGHT: (C)2006,JPO&NCIPI</abstract><edition>7</edition><oa>free_for_read</oa></addata></record>
fulltext	fulltext_linktorsrc
identifier
ispartof
issn
language	eng
recordid	cdi_epo_espacenet_JP2005344319A
source	esp@cenet
subjects	EARTH DRILLING FIXED CONSTRUCTIONS GALLERIES LARGE UNDERGROUND CHAMBERS MINING SHAFTS TUNNELS
title	REINFORCING STRUCTURE OF CENTER PILLAR OF BINOCULAR-SHAPED TUNNEL, AND CONSTRUCTION METHOD FOR TUNNEL
url	https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-09T22%3A47%3A21IST&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=YABE%20YUKIO&rft.date=2005-12-15&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3EJP2005344319A%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