Underground roadway construction method suitable for double-shield tbm tunneling

The invention relates to the technical field of roadway engineering, in particular to an underground roadway construction method suitable for double-shield tbm tunneling, which comprises the following steps of: firstly, circularly starting a hydraulic pump station, immediately rotating a cutter head...

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Main Authors ZHOU CHANGKUAN, WANG HAILIAN, CHEN HAIRUI, SONG XIAOLIN, FENG HAILONG, LI LINPU, LIU HAODONG, FENG CHANGRU, GUO XIAOSHENG, LIU WEIQIANG, MENG JUNBING
Format Patent
LanguageChinese
English
Published 06.05.2022
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Abstract The invention relates to the technical field of roadway engineering, in particular to an underground roadway construction method suitable for double-shield tbm tunneling, which comprises the following steps of: firstly, circularly starting a hydraulic pump station, immediately rotating a cutter head after the stability is determined, adjusting the posture of a tunneling machine, slowly increasing a pressure knob of a thrust cylinder to a position suitable for normal cutting of the lithology, and starting tunneling; after the propelling displacement reaches the rated displacement, the propelling pressure is zeroed, then rotation of the cutterhead is stopped, step changing is prepared after the rotating speed of the cutterhead is zero, during step changing, the front shield stabilizer is stretched out, the supporting shoe is withdrawn, then the propelling oil cylinder retracts to pull the tight supporting shield to move forwards, and when the propelling displacement becomes the initial value, step changing is f
AbstractList The invention relates to the technical field of roadway engineering, in particular to an underground roadway construction method suitable for double-shield tbm tunneling, which comprises the following steps of: firstly, circularly starting a hydraulic pump station, immediately rotating a cutter head after the stability is determined, adjusting the posture of a tunneling machine, slowly increasing a pressure knob of a thrust cylinder to a position suitable for normal cutting of the lithology, and starting tunneling; after the propelling displacement reaches the rated displacement, the propelling pressure is zeroed, then rotation of the cutterhead is stopped, step changing is prepared after the rotating speed of the cutterhead is zero, during step changing, the front shield stabilizer is stretched out, the supporting shoe is withdrawn, then the propelling oil cylinder retracts to pull the tight supporting shield to move forwards, and when the propelling displacement becomes the initial value, step changing is f
Author CHEN HAIRUI
MENG JUNBING
WANG HAILIAN
FENG HAILONG
ZHOU CHANGKUAN
LIU HAODONG
GUO XIAOSHENG
SONG XIAOLIN
LIU WEIQIANG
LI LINPU
FENG CHANGRU
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– fullname: WANG HAILIAN
– fullname: CHEN HAIRUI
– fullname: SONG XIAOLIN
– fullname: FENG HAILONG
– fullname: LI LINPU
– fullname: LIU HAODONG
– fullname: FENG CHANGRU
– fullname: GUO XIAOSHENG
– fullname: LIU WEIQIANG
– fullname: MENG JUNBING
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DocumentTitleAlternate 一种适用双护盾tbm掘进的井工巷道施工工法
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Snippet The invention relates to the technical field of roadway engineering, in particular to an underground roadway construction method suitable for double-shield tbm...
SourceID epo
SourceType Open Access Repository
SubjectTerms BLASTING
EARTH DRILLING
ENGINEERING ELEMENTS AND UNITS
FIXED CONSTRUCTIONS
GALLERIES
GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVEFUNCTIONING OF MACHINES OR INSTALLATIONS
HEATING
LARGE UNDERGROUND CHAMBERS
LIGHTING
LUBRICATING
MECHANICAL ENGINEERING
MINING
SHAFTS
THERMAL INSULATION IN GENERAL
TUNNELS
WEAPONS
Title Underground roadway construction method suitable for double-shield tbm tunneling
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