Construction method of light and shade multi-arch bias tunnel
The invention discloses a construction method of a light and shade multi-arch bias tunnel. The construction method comprises the following steps that a bias resisting device is arranged at the to-be-constructed position of an open cut tunnel section; the anti-bias device comprises an L-shaped retain...
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creator | XIAO HONGBO LIN YULIANG ZHANG PEIRAN TAN BO FU XIONG QIU MINGMING YANG GUOLIN CHEN YAJUN YANG YIFAN ZHANG QIAOMING RONG SHENGJUN |
description | The invention discloses a construction method of a light and shade multi-arch bias tunnel. The construction method comprises the following steps that a bias resisting device is arranged at the to-be-constructed position of an open cut tunnel section; the anti-bias device comprises an L-shaped retaining wall, a pressure-bearing pile and an anchoring pile; the L-shaped retaining wall comprises an anchoring plate, a lining retaining wall body and a lining retaining side wall, the anchoring plate comprises an anti-pulling section and a pressure-bearing section which are arranged in the unsymmetrical pressure direction of the mountain, the lining retaining wall body is vertically arranged on the pressure-bearing section, and the lining retaining side wall is arranged at the top end of the lining retaining wall body; the pressure-bearing piles are distributed on the bottom surfaces of the pressure-bearing sections; the anchor pulling piles are arranged on the bottom surfaces of the anti-pulling sections; constructi |
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The construction method comprises the following steps that a bias resisting device is arranged at the to-be-constructed position of an open cut tunnel section; the anti-bias device comprises an L-shaped retaining wall, a pressure-bearing pile and an anchoring pile; the L-shaped retaining wall comprises an anchoring plate, a lining retaining wall body and a lining retaining side wall, the anchoring plate comprises an anti-pulling section and a pressure-bearing section which are arranged in the unsymmetrical pressure direction of the mountain, the lining retaining wall body is vertically arranged on the pressure-bearing section, and the lining retaining side wall is arranged at the top end of the lining retaining wall body; the pressure-bearing piles are distributed on the bottom surfaces of the pressure-bearing sections; the anchor pulling piles are arranged on the bottom surfaces of the anti-pulling sections; constructi</description><language>chi ; eng</language><subject>EARTH DRILLING ; EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; GALLERIES ; HYDRAULIC ENGINEERING ; LARGE UNDERGROUND CHAMBERS ; MINING ; SHAFTS ; SOIL SHIFTING ; TUNNELS ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2022</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=20221111&DB=EPODOC&CC=CN&NR=115324108A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76289</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20221111&DB=EPODOC&CC=CN&NR=115324108A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>XIAO HONGBO</creatorcontrib><creatorcontrib>LIN YULIANG</creatorcontrib><creatorcontrib>ZHANG PEIRAN</creatorcontrib><creatorcontrib>TAN BO</creatorcontrib><creatorcontrib>FU XIONG</creatorcontrib><creatorcontrib>QIU MINGMING</creatorcontrib><creatorcontrib>YANG GUOLIN</creatorcontrib><creatorcontrib>CHEN YAJUN</creatorcontrib><creatorcontrib>YANG YIFAN</creatorcontrib><creatorcontrib>ZHANG QIAOMING</creatorcontrib><creatorcontrib>RONG SHENGJUN</creatorcontrib><title>Construction method of light and shade multi-arch bias tunnel</title><description>The invention discloses a construction method of a light and shade multi-arch bias tunnel. 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The construction method comprises the following steps that a bias resisting device is arranged at the to-be-constructed position of an open cut tunnel section; the anti-bias device comprises an L-shaped retaining wall, a pressure-bearing pile and an anchoring pile; the L-shaped retaining wall comprises an anchoring plate, a lining retaining wall body and a lining retaining side wall, the anchoring plate comprises an anti-pulling section and a pressure-bearing section which are arranged in the unsymmetrical pressure direction of the mountain, the lining retaining wall body is vertically arranged on the pressure-bearing section, and the lining retaining side wall is arranged at the top end of the lining retaining wall body; the pressure-bearing piles are distributed on the bottom surfaces of the pressure-bearing sections; the anchor pulling piles are arranged on the bottom surfaces of the anti-pulling sections; constructi</abstract><oa>free_for_read</oa></addata></record> |
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subjects | EARTH DRILLING EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS GALLERIES HYDRAULIC ENGINEERING LARGE UNDERGROUND CHAMBERS MINING SHAFTS SOIL SHIFTING TUNNELS UNDERGROUND OR UNDERWATER STRUCTURES |
title | Construction method of light and shade multi-arch bias tunnel |
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