CN109713615A - A kind of micro seismic monitoring route automatic laying device and application method based on TBM - Google Patents
A kind of micro seismic monitoring route automatic laying device and application method based on TBM Download PDFInfo
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- CN109713615A CN109713615A CN201910192549.8A CN201910192549A CN109713615A CN 109713615 A CN109713615 A CN 109713615A CN 201910192549 A CN201910192549 A CN 201910192549A CN 109713615 A CN109713615 A CN 109713615A
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- reel
- tbm
- connecting elements
- wheel
- cable
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Abstract
A kind of micro seismic monitoring route automatic laying device and application method based on TBM, belongs to rock engineering field.Its track laying device includes six groups of units, and every group of unit includes connecting elements, and reel spreads line wheel, spreads line bar, admittedly take turns frame.Connecting elements includes engaging lug and suspension ear, and mono- layer of top plate of TBM can be fixed on by being bolted；Reel hangs ear by connecting elements, is fixed on connecting elements；Line bar is spread by connecting elements engaging lug, is fixed on connecting elements；Admittedly wheel frame is connected through a screw thread, it is fixed on paving line bar tail end；Paving line wheel is placed in solid wheel frame, is connected by axis ear.The apparatus structure form is simple, easy for assemble or unload, quick, flexible adjustment, and has the function of semi-automation.Apparatus of the present invention have the function of semi-automation in use, since it relies on TBM, can substantially reduce labor intensity, reduce cost, improve labor efficiency, and are preferably suitable for the tunnel TBM micro seismic monitoring.
Description
Technical field
The present invention relates to a kind of micro seismic monitoring route automatic laying device and application method based on TBM, belong to rock work
Journey field.
Background technique
Tunneling with TBM working face, face propulsion speed is fast, therefore in order to preferably receive the letter near working face
Number, it needs constantly to move micro seismic monitoring equipment.Traditional micro seismic monitoring equipment is installed on Dong Bishang, and equipment is heavier, and movement is not
Just, and two wing passage of TBM is narrow, is unfavorable for pedestrian and passes through, and increases laying significantly and recycles the difficulty of cable.
For a kind of micro seismic monitoring route automatic laying device and application method based on TBM of the invention, this method will be micro-
Shake monitoring device is installed on TBM, and route is laid with automatically, is not necessarily to mobile device and artificial laying-out, is greatly reduced labour
Intensity uses manpower and material resources sparingly, and reduces cost.
Summary of the invention
It is an object of the present invention to provide a kind of micro seismic monitoring route automatic laying device and application method based on TBM are fitted
For tunnel TBM working face speedy drivage, the high condition of micro seismic monitoring equipment travel frequency.The device is easy for assemble or unload, fast
Victory is automatically performed track laying, reduces labor intensity, improves operating efficiency, reduces cost.
Present invention technical solution used for the above purpose:
A kind of micro seismic monitoring route automatic laying device based on TBM, the micro seismic monitoring route automatic laying device include
Six groups of units, every group of unit include connecting elements 10, reel 3, paving line wheel 5, paving line bar 6 and take turns frame 4 admittedly.
The connecting elements 10 includes engaging lug 7 and suspension ear 9, is bolted on mono- layer of top plate 13 of TBM；
The reel 3 is fixed on connecting elements 10 by hanging ear 9, is hung and is connected between ear 9 and reel 3 for axis wheel
It connects, reel 3 can rotate on suspension ear 9；
The paving line bar 6 is fixed on connecting elements 10 by engaging lug 7, and can be around 10 left-right rotation tune of connecting elements
The angle of pole body；
Admittedly the wheel frame 4 is threadedly secured to the tail end of paving line bar 6；
The paving line wheel 5 is set in solid wheel frame 4 by axis wheel, can be rotated in solid wheel frame 4.Preferably, the company
Connection member 10, reel 3, paving line wheel 5, paving line bar 6 and admittedly take turns frame 4 material be plastics.
After the paving line bar 6 is connected to engaging lug 7, it is capable of the angle of the left-right rotation adjusting body of rod.
It is connected between the suspension ear 9 and reel 3 for axis wheel, reel 3 can rotate on suspension ear 9.
Admittedly the wheel frame 4 is that axis wheel is connect with paving line wheel 5, and paving line wheel 5 can rotate in solid wheel frame 4.
A kind of application method of the micro seismic monitoring route automatic laying device based on TBM, comprising the following steps:
The first step installs equipment:
In tunnel excavating process, three groups of units, left and right each group parallel arrangement, before ipsilateral are each side installed in TBM
The Paladin box 1 of Microseismic monitoring system is fixed on the TBM column 11 close to right side middle groups unit at a distance of 30m by each group afterwards
On, and wire-hanging hook 8 is bound at the arch position bottom 2m in each arch 12 in tunnel.
Second step, line arrangement:
Paladin box 1 is accessed into 2 one end of cable, the other end passes through rotary joint phase with the cable on reel 3
It connects, the cable on the reel 3 takes turns the gap frame 4 across paving 5 bottom of line wheel and admittedly, and is connected with sensor.
Third step installs sensor:
14 hole wall suitable position of country rock is selected, installs sensor as required, and measured the three of sensor position
Tie up coordinate parameters.
4th step, route are laid with automatically:
Paving line wheel 5 is adjusted to the top of wire-hanging hook 8, with the propulsion of tunnel tunnel face, TBM is moved forward, cable 2
When tensing, reel 3 rotates automatically, and cable 2 is routed to automatically on wire-hanging hook 8.
5th step removes sensor when face promotes a distance, reel 3 is rotated manually, by cable 2
Roll-to-roll line wheel 3 selects next sensor installation point, repeats step 1 to step 5.
Preferably, when each group unit is installed, adjustment paving line wheel 5 is located at 8 top of wire-hanging hook, and is in reel 3 same
On straight line.
Preferably, it is bound on tunnel arch 12 nearby close to the cable 2 of sensor side.
Preferably, the fixed length for being wrapped in cable 2 of reel 3 is 50m.
Beneficial effects of the present invention: compared with the existing technology, lamps structure is simple by the present invention, easy for assemble or unload, can be automatic
Track laying is completed, frequent mobile device is avoided, substantially reduces labor intensity, saves cost.
Detailed description of the invention
Fig. 1 is the side view of the micro seismic monitoring route automatic laying device of the invention based on TBM；
Fig. 2 is the main view of the micro seismic monitoring route automatic laying device of the invention based on TBM.
In figure: 1Paladin box；2 cables；3 reels；4 take turns frame admittedly；5 paving line wheels；6 paving line bars；7 engaging lugs；8 hang
Line hook；9 suspension ears；10 connecting elements；11TBM column；12 arches；Mono- layer of top plate of 13TBM；14 country rocks.
Specific embodiment
In conjunction with attached drawing 1 and Fig. 2, the present invention is described in detail:
Above-mentioned a kind of micro seismic monitoring route automatic laying device based on TBM, which is characterized in that including six groups of units, often
Group unit includes connecting elements 10, and reel 3 spreads line wheel 5, spreads line bar 6, admittedly wheel frame 4.
Above-mentioned connecting elements 10, including engaging lug 7 and suspension ear 9, mono- layer of top plate 13 of TBM can be fixed on by being bolted
On；
Above-mentioned reel 3 is fixed on the connecting elements 10 by suspension ear 9；
Above-mentioned paving line bar 6 is fixed on the connecting elements 10 by engaging lug 7；
The above-mentioned frame 4 of wheel admittedly is connected through a screw thread, and is fixed on 6 tail end of paving line bar；
Above-mentioned paving line wheel 5 is placed in the frame 4 of wheel admittedly, is connected by axis wheel；
Above-mentioned connecting elements 10, reel 3 spread line wheel 5, spread line bar 6, admittedly wheel frame 4 is all made of plastics.
After above-mentioned paving line bar 6 is connected to engaging lug 7, the angle of the body of rod can be adjusted with left-right rotation.
Between above-mentioned suspension ear 9 and reel 3 for axis wheel connect, reel 3 can suspension ear 9 on flexible rotating.
It is above-mentioned admittedly wheel frame 4 with paving line wheel 5 be axis wheel connect, spread line wheel 5 can within solid wheel frame 4 flexible rotating.
A kind of application method of above-mentioned micro seismic monitoring route automatic laying device based on TBM, which is characterized in that including with
Lower step:
The first step installs equipment:
In tunnel excavating process, according to tunnel actual conditions, three groups of units, left and right each group are each side installed in TBM
Parallel arrangement, front and back each group is at a distance of 30m, and the Paladin box 1 of Microseismic monitoring system is fixed on close to right side middle groups list
On the TBM column 11 of member, and in each arch 12 in tunnel apart from the arch position bottom 2m binding suspension wire-hanging hook 8.
Second step, line arrangement:
The Paladin box 1 is accessed into cable one end, the other end is connect with cable on the reel 3 by rotation
Head connects, and the cable other end passes through paving 5 bottom of line wheel and paving 6 tail portion of line bar and takes turns the sky of frame 4 admittedly on the reel 3
Gap is connected with sensor.
Third step installs sensor:
Hole wall suitable position is selected, installs sensor as required, and measured the three-dimensional coordinate of sensor position
Parameter.
4th step, route are laid with automatically:
By the paving line wheel 5 adjust to the top of wire-hanging hook 8 and at reel 3 on the same line, as tunnel is slapped
The propulsion in sub- face, TBM are moved forward, and for cable 2 when tensing, reel is dynamic from 3 turns, and cable 2 is routed to extension automatically
On line hook 8.
5th step removes sensor when face promotes 30 meters or so, rotates the reel 3 manually, will be electric
2 roll-to-roll line wheel 3 of cable selects next sensor installation point, repeats above steps.
Claims (8)
1. a kind of micro seismic monitoring route automatic laying device based on TBM, which is characterized in that the micro seismic monitoring route is laid with automatically
Device includes six groups of units, and every group of unit includes connecting elements (10), reel (3), paving line wheel (5), paving line bar (6) and solid wheel
Frame (4)；
The connecting elements (10) includes engaging lug (7) and suspension ear (9), is bolted on mono- layer of top plate (13) of TBM；
The reel (3) is fixed on connecting elements (10) by hanging ear (9), is between suspension ear (9) and reel (3)
The connection of axis wheel, reel (3) can rotate in suspension ear (9)；
The paving line bar (6) is fixed on connecting elements (10) by engaging lug (7), and can be around connecting elements (10) left/right rotation
It is dynamic, adjust the angle of the body of rod；
Admittedly wheel frame (4) is threadedly secured to the tail end of paving line bar (6)；
The paving line wheel (5) is set in solid wheel frame (4) by axis wheel, being capable of the rotation in solid wheel frame (4).
2. a kind of micro seismic monitoring route automatic laying device based on TBM according to claim 1, which is characterized in that institute
It states connecting elements (10), reel (3), paving line wheel (5), paving line bar (6) and the material of wheel frame (4) is plastics admittedly.
3. a kind of application method of the micro seismic monitoring route automatic laying device of any of claims 1 or 2 based on TBM, special
Sign is, comprising the following steps:
The first step installs equipment:
In tunnel excavating process, three groups of units are each side installed in TBM, left and right each group is arranged in parallel, and ipsilateral front and back is each
Group is fixed on the TBM column (11) close to right side middle groups unit at a distance of 30m, by the Paladin box (1) of Microseismic monitoring system
On, and wire-hanging hook (8) are bound at each arch in tunnel (12) the distance arch position bottom 2m；
Second step, line arrangement:
Paladin box (1) is accessed into cable (2) one end, the other end passes through rotary joint phase with the cable on reel (3)
Connect, the cable on the reel (3) across paving line wheel (5) bottom with admittedly wheel frame (4) gap, and with sensor phase
Even；
Third step installs sensor:
14 hole wall suitable position of country rock is selected, installs sensor as required, and has measured the three-dimensional of sensor position and has sat
Mark parameter；
4th step, route are laid with automatically:
Paving line wheel (5) is adjusted to the top of wire-hanging hook (8), with the propulsion of tunnel tunnel face, TBM is moved forward, cable
(2) when tensing, reel (3) rotates automatically, and cable (2) is routed to automatically on wire-hanging hook (8)；
5th step removes sensor when face promotes a distance, reel (3) is rotated manually, by cable (2)
Roll-to-roll line wheel (3) selects next sensor installation point, repeats step 1 to step 5.
4. application method according to claim 3, which is characterized in that when each group unit is installed, adjustment paving line wheel (5) is located at
Wire-hanging hook (8) top, and at reel (3) on the same line.
5. application method according to claim 3, which is characterized in that the cable (2) close to sensor side is bound nearby
On tunnel arch (12).
6. application method according to claim 4, which is characterized in that the cable (2) close to sensor side is bound nearby
On tunnel arch (12).
7. application method according to claim 3, which is characterized in that the fixed length for being wrapped in cable (2) of reel (3)
Degree is 50m.
8. according to application method described in claim 4,5 or 6, which is characterized in that reel (3) fixation is wrapped in cable
(2) length is 50m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910192549.8A CN109713615B (en) | 2019-03-14 | 2019-03-14 | Automatic laying device for microseismic monitoring line based on TBM and using method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910192549.8A CN109713615B (en) | 2019-03-14 | 2019-03-14 | Automatic laying device for microseismic monitoring line based on TBM and using method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109713615A true CN109713615A (en) | 2019-05-03 |
| CN109713615B CN109713615B (en) | 2020-04-07 |
Family
ID=66266842
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910192549.8A Expired - Fee Related CN109713615B (en) | 2019-03-14 | 2019-03-14 | Automatic laying device for microseismic monitoring line based on TBM and using method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109713615B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112230287A (en) * | 2020-11-23 | 2021-01-15 | 东北大学 | Combined structure-based recyclable installation cover body and method for microseismic sensor |
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| CN101774384A (en) * | 2010-02-04 | 2010-07-14 | 中铁十七局集团电气化工程有限公司 | Cable-hanging operating vehicle on sidewall of railway tunnel |
| CN202651701U (en) * | 2012-07-10 | 2013-01-02 | 秦皇岛职业技术学院 | Outdoor cable pay-off rack |
| CN207010098U (en) * | 2017-07-30 | 2018-02-13 | 昆明市丰晨电线电缆制造有限公司 | A kind of electric wire payout stand |
| CN108318987A (en) * | 2018-04-28 | 2018-07-24 | 山东小胖网络科技有限公司 | A kind of lift visualization connecton layout and its wiring method |
| CN208094085U (en) * | 2018-04-28 | 2018-11-13 | 广东电网有限责任公司 | A kind of protection device for power cables |
| CN109274035A (en) * | 2018-07-17 | 2019-01-25 | 山西伟捷瑞铁路工程有限公司 | A kind of subway tunnel power cable no-station pole canopy self routing device and method |
-
2019
- 2019-03-14 CN CN201910192549.8A patent/CN109713615B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101774384A (en) * | 2010-02-04 | 2010-07-14 | 中铁十七局集团电气化工程有限公司 | Cable-hanging operating vehicle on sidewall of railway tunnel |
| CN202651701U (en) * | 2012-07-10 | 2013-01-02 | 秦皇岛职业技术学院 | Outdoor cable pay-off rack |
| CN207010098U (en) * | 2017-07-30 | 2018-02-13 | 昆明市丰晨电线电缆制造有限公司 | A kind of electric wire payout stand |
| CN108318987A (en) * | 2018-04-28 | 2018-07-24 | 山东小胖网络科技有限公司 | A kind of lift visualization connecton layout and its wiring method |
| CN208094085U (en) * | 2018-04-28 | 2018-11-13 | 广东电网有限责任公司 | A kind of protection device for power cables |
| CN109274035A (en) * | 2018-07-17 | 2019-01-25 | 山西伟捷瑞铁路工程有限公司 | A kind of subway tunnel power cable no-station pole canopy self routing device and method |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112230287A (en) * | 2020-11-23 | 2021-01-15 | 东北大学 | Combined structure-based recyclable installation cover body and method for microseismic sensor |
| CN112230287B (en) * | 2020-11-23 | 2021-07-13 | 东北大学 | Combined structure-based recyclable installation cover body and method for microseismic sensor |
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| Publication number | Publication date |
|---|---|
| CN109713615B (en) | 2020-04-07 |
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Granted publication date: 20200407 |