Non-blasting roof-cutting pressure-relief gob-side roadway method for soft-top coal seam
The invention discloses a non-blasting roof-cutting pressure-relief gob-side roadway method for a soft-top coal seam. The method comprises the steps that firstly, the length of an anchor cable and the depth of a joint-cutting hole are calculated according to site conditions; secondly, anchor rod and...
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creator | LI CHEN HUA XINZHU LIU XIAO CHANG GUANFENG WANG ENQIAN |
description | The invention discloses a non-blasting roof-cutting pressure-relief gob-side roadway method for a soft-top coal seam. The method comprises the steps that firstly, the length of an anchor cable and the depth of a joint-cutting hole are calculated according to site conditions; secondly, anchor rod and cable combined anchoring is adopted on the roadway top plate to reinforce the roadway top plate; 3, drilling a plurality of joint cutting holes in the top end of one side, close to the goaf, of the reserved roadway; fourthly, temporary supporting is conducted in the reserved roadway; fifthly, a concrete brick wall is poured on the side, close to the goaf, of the reserved roadway, and the top face of the concrete brick wall makes contact with a roadway top plate; sixthly, along with advancing of the stope face, anchor rod cables of a rear roadway roof are combined and anchored step by step to be dismantled; and (7) along with advancing of the stope face and collapse of the goaf top plate, a gob-side roadway is form |
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The method comprises the steps that firstly, the length of an anchor cable and the depth of a joint-cutting hole are calculated according to site conditions; secondly, anchor rod and cable combined anchoring is adopted on the roadway top plate to reinforce the roadway top plate; 3, drilling a plurality of joint cutting holes in the top end of one side, close to the goaf, of the reserved roadway; fourthly, temporary supporting is conducted in the reserved roadway; fifthly, a concrete brick wall is poured on the side, close to the goaf, of the reserved roadway, and the top face of the concrete brick wall makes contact with a roadway top plate; sixthly, along with advancing of the stope face, anchor rod cables of a rear roadway roof are combined and anchored step by step to be dismantled; and (7) along with advancing of the stope face and collapse of the goaf top plate, a gob-side roadway is form</description><language>chi ; eng</language><subject>EARTH DRILLING ; FIXED CONSTRUCTIONS ; GALLERIES ; LARGE UNDERGROUND CHAMBERS ; MINING ; SHAFTS ; TUNNELS</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=20220401&DB=EPODOC&CC=CN&NR=114263482A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20220401&DB=EPODOC&CC=CN&NR=114263482A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>LI CHEN</creatorcontrib><creatorcontrib>HUA XINZHU</creatorcontrib><creatorcontrib>LIU XIAO</creatorcontrib><creatorcontrib>CHANG GUANFENG</creatorcontrib><creatorcontrib>WANG ENQIAN</creatorcontrib><title>Non-blasting roof-cutting pressure-relief gob-side roadway method for soft-top coal seam</title><description>The invention discloses a non-blasting roof-cutting pressure-relief gob-side roadway method for a soft-top coal seam. 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The method comprises the steps that firstly, the length of an anchor cable and the depth of a joint-cutting hole are calculated according to site conditions; secondly, anchor rod and cable combined anchoring is adopted on the roadway top plate to reinforce the roadway top plate; 3, drilling a plurality of joint cutting holes in the top end of one side, close to the goaf, of the reserved roadway; fourthly, temporary supporting is conducted in the reserved roadway; fifthly, a concrete brick wall is poured on the side, close to the goaf, of the reserved roadway, and the top face of the concrete brick wall makes contact with a roadway top plate; sixthly, along with advancing of the stope face, anchor rod cables of a rear roadway roof are combined and anchored step by step to be dismantled; and (7) along with advancing of the stope face and collapse of the goaf top plate, a gob-side roadway is form</abstract><oa>free_for_read</oa></addata></record> |
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subjects | EARTH DRILLING FIXED CONSTRUCTIONS GALLERIES LARGE UNDERGROUND CHAMBERS MINING SHAFTS TUNNELS |
title | Non-blasting roof-cutting pressure-relief gob-side roadway method for soft-top coal seam |
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