CN102797472A - Method for controlling construction posture of tunnel boring machine (TBM) in downhill inclined shaft - Google Patents

Method for controlling construction posture of tunnel boring machine (TBM) in downhill inclined shaft Download PDF

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Publication number
CN102797472A
CN102797472A CN2012102077441A CN201210207744A CN102797472A CN 102797472 A CN102797472 A CN 102797472A CN 2012102077441 A CN2012102077441 A CN 2012102077441A CN 201210207744 A CN201210207744 A CN 201210207744A CN 102797472 A CN102797472 A CN 102797472A
Authority
CN
China
Prior art keywords
tbm
cutterhead
inclined shaft
posture
center
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN2012102077441A
Other languages
Chinese (zh)
Inventor
雷升祥
柴永模
韩冰
毛东晖
徐维明
邹春华
李铁成
李建强
任国青
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Railway 13th Bureau Group Co Ltd
Original Assignee
China Railway 13th Bureau Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Railway 13th Bureau Group Co Ltd filed Critical China Railway 13th Bureau Group Co Ltd
Priority to CN2012102077441A priority Critical patent/CN102797472A/en
Publication of CN102797472A publication Critical patent/CN102797472A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a method for controlling the construction posture of a tunnel boring machine (TBM) in a high-gradient inclined shaft. The method comprises the following steps of: 1, eccentrically designing a TBM cutterhead in an eccentric structure to ensure that the center of the TBM cutterhead is 10mm higher than the center of a TBM shell; 2, arranging a sledge type traveling device at the bottom of a rear matched trailer of the TBM; and 3, by using an automatic guiding system arranged on the TBM, observing the posture of the TBM in real time to adjust construction schemes in time, and controlling the tunneling posture of the TBM. By the method, the phenomenon of bounce of the head of the TBM, which is caused by the structural self-weight of the TBM and the thrust of the rear matched trailer under the condition of moving downwards at a high gradient, can be effectively prevented, engineering risks can be reduced, the cost can be saved, and the TBM is easy to operate.

Description

A kind of descending inclined shaft TBM construction attitude control method
Technical field:
The invention belongs to a kind of construction techniques, particularly a kind of descending inclined shaft TBM construction attitude control method.
Background technology:
The TBM development machine integrates brill, digs, protects; Can effectively realize the growing up factory operation of constructing tunnel; Be state-of-the-art in the world large-scale synthesis property constructing tunnel equipment; Representing the highest level of international tunnel construction technology, be widely used in the engineering fields such as traffic, water power, mine, municipal administration, national defence in the world.
The attitude control of TBM comprises the control of shield body lift-over and the control of direction of advance.The TBM development machine in tunneling process, according to laser automatic guiding system data presented, TBM operating personnel through each subregion jack of reasonable adjustment thrust and cutterhead turns to and the attitude of TBM is adjusted in the folding and unfolding of hinged oil cylinder.
When constructing for heavy grade descending inclined shaft TBM method, TBM is stressed to be very different with level.
Above control method commonly used is adopted in the attitude control of TBM, can the phenomenon that the TBM machine is kowtowed often take place, and is difficult to the TBM attitude is controlled in the normal scope.
Summary of the invention:
The object of the invention just is to overcome the deficiency that exists in the above-mentioned prior art; And a kind of descending inclined shaft TBM construction attitude control method is provided; This method can be tackled under the heavy grade descending situation effectively, and TBM dead load and the back development machine that causes of the supporting trailer thrust phenomenon of kowtowing reduces engineering risk; Practice thrift cost, simple to operate.
As above design, technical scheme of the present invention is: a kind of heavy grade inclined shaft TBM method construction attitude control method is characterized in that: comprise the steps:
1. the TBM cutterhead is designed to eccentric structure, the center of TBM cutterhead is higher than in the TBM housing
Heart 10mm;
2. the Sledge type running gear is equipped with in supporting trailer bottom behind TBM;
3. utilize TBM to go up the automatic guiding system that is equipped with, Real Time Observation TBM attitude is in time adjusted constructure scheme, control TBM driving attitude.
The present invention has following advantage and good effect:
1, the present invention is the eccentric design of TBM cutterhead, and the center design of TBM cutterhead is higher than TBM housing center 10mm, in the TBM tunneling process, backbreaks through the upwards off-centre of cutterhead, offsets the trend that part TBM kowtows, and reduces the TBM risk of kowtowing.
2, the present invention is owing to be equipped with the Sledge type running gear bottom the supporting trailer behind TBM; Through increasing the frictional force on running gear and inclined shaft transportation road surface; Reduce the supporting trailer in back because the downward component effect of gravity; This component acts on TBM shield body top through connecting the bridge top, thereby has reduced the TBM risk of kowtowing.
Description of drawings:
Fig. 1 is that the present invention tunnels attitude control corrective measure sketch map.
Among the figure: 1, cutterhead; 2, dregs storehouse; 3, cutterhead driving device; 4, center belt conveyer; 5, People's Bank of China's air-lock; 6, anterior shield; 7, middle shield; 8, bore guide hole in advance; 9, advance oil cylinder; 10, tail shield; 11, duct piece assembling machine; 12, leading rig; 13, shield ventral brush; 14, section of jurisdiction ring; 15, dregs; 16, switching sealing-tape machine; 17, reserve the conveying worm position; 18, connect bridge; 19, the supporting trailer in back; 20, Sledge type running gear.
The specific embodiment:
As shown in Figure 1, heavy grade inclined shaft TBM method construction attitude control method, the practical implementation process is:
(1) before the TBM tunneling construction, according to inclined shaft TBM method construction characteristic, the center of design cutterhead 1 exceeds the center 10mm of TBM equipment, in the TBM tunneling process, backbreaks through the upwards off-centre of cutterhead 1, offsets the part TBM trend of kowtowing;
(2) running gear 20 of the supporting trailer 10 in back adopts Sledge type; Through increasing the frictional force on running gear 20 and inclined shaft transportation road surface; The supporting trailer vehicles in anti-back glides on the slope and the shield structure is acted on the thrust of center line top, reduces the risk that development machine is kowtowed;
(3) utilize TBM to go up the automatic guiding system that is equipped with; Real Time Observation TBM attitude is in time adjusted constructure scheme, through conventional TBM attitude control method, like adjustment cutterhead driving device 3 control cutterhead rotating speeds; Adjustment advances oil cylinder 8 control TBM thrusts, moment of torsion etc., control TBM driving attitude.
The present invention can successfully manage under the heavy grade descending situation, and TBM dead load and the back development machine that causes of the supporting trailer thrust phenomenon of kowtowing reduces engineering risk, practices thrift cost, and is simple to operate.

Claims (1)

1. a heavy grade inclined shaft TBM method construction attitude control method is characterized in that: comprise the steps:
1. TBM cutterhead off-centre is designed to eccentric structure, the center of TBM cutterhead is higher than
TBM housing center 10mm;
2. the Sledge type running gear is equipped with in supporting trailer bottom behind TBM;
3. utilize TBM to go up the automatic guiding system that is equipped with, Real Time Observation TBM attitude is timely
The adjustment constructure scheme, control TBM driving attitude.
CN2012102077441A 2012-06-21 2012-06-21 Method for controlling construction posture of tunnel boring machine (TBM) in downhill inclined shaft Pending CN102797472A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012102077441A CN102797472A (en) 2012-06-21 2012-06-21 Method for controlling construction posture of tunnel boring machine (TBM) in downhill inclined shaft

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012102077441A CN102797472A (en) 2012-06-21 2012-06-21 Method for controlling construction posture of tunnel boring machine (TBM) in downhill inclined shaft

Publications (1)

Publication Number Publication Date
CN102797472A true CN102797472A (en) 2012-11-28

Family

ID=47196750

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012102077441A Pending CN102797472A (en) 2012-06-21 2012-06-21 Method for controlling construction posture of tunnel boring machine (TBM) in downhill inclined shaft

Country Status (1)

Country Link
CN (1) CN102797472A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103233747A (en) * 2013-04-24 2013-08-07 上海隧道工程股份有限公司 Pre-drilling launcher
CN107218049A (en) * 2017-07-27 2017-09-29 中铁工程装备集团有限公司 One kind is applied to helix tunnel construction device and method
CN113653497A (en) * 2021-08-31 2021-11-16 国能神东煤炭集团有限责任公司 Method, system and storage medium for crossing vertical curve segment
CN114483057A (en) * 2022-01-27 2022-05-13 准格尔旗永智煤炭有限公司 Stepped construction method for inclined roadway tunneling machine

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0932461A (en) * 1995-07-17 1997-02-04 Komatsu Ltd Tunnel excavator
CN1504628A (en) * 2002-12-03 2004-06-16 大丰建设株式会社 Shield digging device
CN2661922Y (en) * 2003-12-04 2004-12-08 上海隧道工程股份有限公司 Cutter head actuating device of eccentric multishaft type development machine
CN2931787Y (en) * 2006-06-13 2007-08-08 上海隧道工程股份有限公司 Cutterhead driving mechanism of eccentric multi-axes roadheader
JP2008248501A (en) * 2007-03-29 2008-10-16 Ihi Corp Shield machine
CN102102522A (en) * 2010-12-30 2011-06-22 浙江大学 Track and posture composite control method in shield tunneling process

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0932461A (en) * 1995-07-17 1997-02-04 Komatsu Ltd Tunnel excavator
CN1504628A (en) * 2002-12-03 2004-06-16 大丰建设株式会社 Shield digging device
CN2661922Y (en) * 2003-12-04 2004-12-08 上海隧道工程股份有限公司 Cutter head actuating device of eccentric multishaft type development machine
CN2931787Y (en) * 2006-06-13 2007-08-08 上海隧道工程股份有限公司 Cutterhead driving mechanism of eccentric multi-axes roadheader
JP2008248501A (en) * 2007-03-29 2008-10-16 Ihi Corp Shield machine
CN102102522A (en) * 2010-12-30 2011-06-22 浙江大学 Track and posture composite control method in shield tunneling process

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103233747A (en) * 2013-04-24 2013-08-07 上海隧道工程股份有限公司 Pre-drilling launcher
CN103233747B (en) * 2013-04-24 2015-11-18 上海隧道工程股份有限公司 Advance drilling emitter
CN107218049A (en) * 2017-07-27 2017-09-29 中铁工程装备集团有限公司 One kind is applied to helix tunnel construction device and method
CN113653497A (en) * 2021-08-31 2021-11-16 国能神东煤炭集团有限责任公司 Method, system and storage medium for crossing vertical curve segment
CN113653497B (en) * 2021-08-31 2024-01-30 国能神东煤炭集团有限责任公司 Method, system and storage medium for over-vertical curve segment
CN114483057A (en) * 2022-01-27 2022-05-13 准格尔旗永智煤炭有限公司 Stepped construction method for inclined roadway tunneling machine

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Application publication date: 20121128

WD01 Invention patent application deemed withdrawn after publication