KR101637219B1 - Terminal controlling apparatus for boring machine - Google Patents
Terminal controlling apparatus for boring machine Download PDFInfo
- Publication number
- KR101637219B1 KR101637219B1 KR1020150150808A KR20150150808A KR101637219B1 KR 101637219 B1 KR101637219 B1 KR 101637219B1 KR 1020150150808 A KR1020150150808 A KR 1020150150808A KR 20150150808 A KR20150150808 A KR 20150150808A KR 101637219 B1 KR101637219 B1 KR 101637219B1
- Authority
- KR
- South Korea
- Prior art keywords
- electromagnetic wave
- magnetic field
- cutter head
- transmission coil
- pipeline
- Prior art date
Links
- 230000005540 biological transmission Effects 0.000 claims abstract description 22
- 238000009412 basement excavation Methods 0.000 claims abstract description 10
- 239000002689 soil Substances 0.000 claims abstract description 9
- 238000004804 winding Methods 0.000 claims description 11
- 230000002093 peripheral effect Effects 0.000 claims description 6
- 239000002131 composite material Substances 0.000 claims description 5
- 238000007599 discharging Methods 0.000 claims description 4
- 230000006698 induction Effects 0.000 abstract description 2
- 238000001514 detection method Methods 0.000 abstract 1
- 238000006073 displacement reaction Methods 0.000 description 5
- 238000012423 maintenance Methods 0.000 description 5
- 238000005452 bending Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 241001584775 Tunga penetrans Species 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000005259 measurement Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000001141 propulsive effect Effects 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 238000009933 burial Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000000644 propagated effect Effects 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 230000005284 excitation Effects 0.000 description 1
- 230000029142 excretion Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 238000003384 imaging method Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001151 other effect Effects 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 230000001131 transforming effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D13/00—Large underground chambers; Methods or apparatus for making them
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
- E21D9/093—Control of the driving shield, e.g. of the hydraulic advancing cylinders
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01R—MEASURING ELECTRIC VARIABLES; MEASURING MAGNETIC VARIABLES
- G01R23/00—Arrangements for measuring frequencies; Arrangements for analysing frequency spectra
- G01R23/16—Spectrum analysis; Fourier analysis
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S19/00—Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
- G01S19/01—Satellite radio beacon positioning systems transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
- G01S19/03—Cooperating elements; Interaction or communication between different cooperating elements or between cooperating elements and receivers
- G01S19/05—Cooperating elements; Interaction or communication between different cooperating elements or between cooperating elements and receivers providing aiding data
- G01S19/06—Cooperating elements; Interaction or communication between different cooperating elements or between cooperating elements and receivers providing aiding data employing an initial estimate of the location of the receiver as aiding data or in generating aiding data
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S19/00—Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
- G01S19/01—Satellite radio beacon positioning systems transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
- G01S19/03—Cooperating elements; Interaction or communication between different cooperating elements or between cooperating elements and receivers
- G01S19/10—Cooperating elements; Interaction or communication between different cooperating elements or between cooperating elements and receivers providing dedicated supplementary positioning signals
- G01S19/12—Cooperating elements; Interaction or communication between different cooperating elements or between cooperating elements and receivers providing dedicated supplementary positioning signals wherein the cooperating elements are telecommunication base stations
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Remote Sensing (AREA)
- Radar, Positioning & Navigation (AREA)
- Physics & Mathematics (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- General Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Computer Networks & Wireless Communication (AREA)
- Mathematical Physics (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
More particularly, the present invention relates to a direction control device for a dancer, and more particularly, to a dancer control device for a dancer using a tilting machine such as a shielding machine, And the direction of the bending is controlled so that the bending machine can be accurately guided to the expected arrival position.
Generally, at the time of construction of a non-installed underground structure such as a pipeline, as disclosed in Japanese Patent Laid-Open Nos. 10-0770244 and 10-1547508, in a state where an entrance and exit shaft of a pipeline is secured, A plurality of buried pipes connected to the rear of the excavator are buried in the propulsion path to form a pipe line. At this time, The excavation direction is controlled from the pipe inlet to the exit.
1 is a view showing a conventional direction control device for a tilting machine.
As shown in FIG. 1, in the conventional direction control device for a tilting machine, when a duct is formed by laying a buried pipe in the ground, the
Here, the conventional directional control device for a tilting machine includes a target having a surface light source for measuring a position and a propulsion direction of the
At this time, a plurality of light emitting bodies such as LEDs are arranged in the longitudinal and lateral directions of the target to form a surface light source, and a plurality of buried pipes (not shown) are formed by a
However, in the conventional direction control device for a tilt machine, as described above, the propulsion direction of the
Accordingly, when the propulsive design line is designed to be bypassed by the geology of the propulsion direction and the curved portion is increased, a large amount of cost is required because the
Therefore, it is an object of the present invention to provide a method and apparatus for receiving a magnetic field of a predetermined phase propagated from a transmitting means of a tilting apparatus, the receiving means provided on the tube outlet side when the tube is buried in the ground using a tilting machine, So that the bending machine can be accurately guided to the expected arrival position.
Another object of the present invention is to provide a direction control device for a jigger which can improve the installation structure of the coil of the transmission means constituted in the cutter head of the jigger to simplify installation work and reduce manufacturing and maintenance costs.
Meanwhile, the object of the present invention is not limited to the above-mentioned objects, and other objects not mentioned can be clearly understood by those skilled in the art from the following description.
According to the present invention, a tilting apparatus for excavating soil from a pipeline entrance to an exit of a pipeline to be reached to form a pipeline through burial of buried pipes connected to the rear by performing a pumping operation; A transmitter configured to supply an electric current to a transmission coil wound around a front component of the tilter so that an electromagnetic wave that forms a magnetic field having a predetermined phase from the transmission coil is transmitted toward the tube outlet; A receiver for receiving an electromagnetic wave corresponding to a composite magnetic field of an electromagnetic wave transmitted from a transmission coil through a plurality of reception coils positioned at an outlet of a conduit and an electromagnetic wave having a magnetic field whose phase is different from that of the electromagnetic wave generated by a peripheral induction current caused by the magnetic field of the electromagnetic wave Receiving means composed of; Detecting means for separating and detecting an electromagnetic wave having a magnetic field of a predetermined phase transmitted from the transmission coil and an electromagnetic wave component of a magnetic field having a different phase from that of the received electromagnetic wave by Fourier transforming the received electromagnetic wave; Calculating means for calculating an output magnitude of a plurality of electromagnetic waves having the magnetic field of the predetermined phase detected and separated; And when the calculated magnitudes of the plurality of electromagnetic waves are different from each other, it is determined that the electromagnetic wave has deviated from the propelling plan line and the excitation direction of the tilting machine is set so that the magnitude of the magnetic field in the direction having the large output So that the tilting gear is aligned with the propelling schedule line.
Here, the tilter includes a cutter head corresponding to a front portion in the advancing direction and having a half-round shape; A frame corresponding to the rear portion of the cutter head and providing a chamber in a predetermined space, a jack for controlling the propulsion direction of the cutter head in the chamber, and a frame constituted of a discharge means for discharging the gravel excavated from the cutter head to the rear, It is preferable that the outer peripheral surface of the head has a concave structure of a streamlined 'L' shape when viewed in cross section and a plurality of winding grooves are formed at predetermined intervals.
It is preferable that the winding groove is divided into a receiving portion formed by winding the coil several to several tens of times and an opening portion sealed by the O-ring.
Further, it is preferable that the reception coils have a directionality corresponding to the arrangement position with reference to the center of the propelling plan line in which the pipeline is formed with the 'L' character or the '+' character structure.
Therefore, according to the present invention, the receiving means provided on the pipe outlet side when the buried tube is buried in the ground by using the tilting machine receives the magnetic field of the predetermined phase propagated from the transmitting means of the tilting machine and measures the tilted direction and controls the tilting direction So that the bending machine can be accurately guided to the expected arrival position.
Further, the coil mounting structure of the transmitting means formed in the cutter head of the tilting machine is improved, and the installation work for winding the coil on the cutter head can be simplified, and manufacturing and maintenance costs can be reduced.
On the other hand, the effects of the present invention are not limited to the effects mentioned above, and other effects not mentioned can be clearly understood by those skilled in the art from the description of the claims.
1 is a view showing a conventional direction control device for a tilting machine.
2 is a block diagram schematically showing the configuration of a direction control device for a vibrator according to a preferred embodiment of the present invention;
3 is a perspective view showing a tilting device in the direction control device for the jigger of FIG. 2;
4 is a cross-sectional view showing a configuration of the transmitting means of Fig. 2;
FIG. 5 is a diagram showing a waveform of an electromagnetic wave received by the receiving means of FIG. 2; FIG. And
6 is a view illustrating a process in which a buried pipe is buried in the ground according to the direction controller for the excavator of FIG.
Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.
2 is a block diagram schematically showing the configuration of a direction control device for a dancer according to a preferred embodiment of the present invention, FIG. 3 is a perspective view showing a dancer in the direction control device for a dancer of FIG. 2, Fig. 5 is a view showing the waveform of the electromagnetic wave received by the receiving means of Fig. 2, Fig. 6 is a view showing the waveform of the electromagnetic wave received by the receiving means of Fig. Fig.
2 to 6, the directional control device for a tiltable excavator according to a preferred embodiment of the present invention includes an excavation start position from a
The
Here, the
The transmitting
The transmitting
Here, the
Thus, when the
In addition, since the O-ring O having a diameter corresponding to the diameter of the opening 111a is sealed in an interference fit manner, the opening 111a is filled and cured with an epoxy resin or the like, Maintenance costs can be reduced.
The
The
Here, an AC magnetic field is used in the
The
Here, the
At this time, it is preferable that the
The detecting means 400 and the calculating means 500 perform a Fourier transform on the received electromagnetic wave w to generate an electromagnetic wave w1 having a magnetic field of a predetermined phase transmitted from the transmitting
The direction control means 600 controls the tilting direction of the
If the calculated output power of the plurality of electromagnetic waves (w1) is different from each other, it is determined that the electromagnetic wave (w1) has deviated from the propelling plan line and a small output The pushing amount of the
Therefore, when the buried
In addition, a transmitting means (not shown) formed of anamelic wire is attached to the outer circumferential surface of the
Although the present invention has been described with reference to the specific embodiments, various modifications may be made without departing from the scope of the present invention. Accordingly, the scope of the invention is not to be determined by the embodiments described, but should be determined by equivalents of the claims and the claims.
Claims (4)
The tilter (100)
A cutter head 110 corresponding to a front portion of the cutter head 110 and a rear portion of the cutter head 110. The cutter head 110 provides a chamber having a predetermined space and controls the driving direction of the cutter head 110 And a frame (130) constituted by a jack (120) for ejecting the cutter head (110) and a discharge means for discharging the gravel excavated from the cutter head (110)
A plurality of take-up grooves 111 are formed at predetermined intervals on the outer circumferential surface of the cutter head 110 and have an L-shaped concave structure as viewed in cross section,
The winding groove (111)
A receiving portion 111b corresponding to the inside of the bottom portion of the L shape and wound with the coil several to several tens of times,
And an opening portion (111a) corresponding to an upper portion of the 'L' shape and sealed by an O-ring (O).
And a direction corresponding to the arrangement position with respect to the center of the propelling plan line formed by the 'L' character or the '+' character structure and forming the pipeline.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020150150808A KR101637219B1 (en) | 2015-10-29 | 2015-10-29 | Terminal controlling apparatus for boring machine |
PCT/KR2016/011787 WO2017073946A1 (en) | 2015-10-29 | 2016-10-20 | Direction control device for tunnel boring machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020150150808A KR101637219B1 (en) | 2015-10-29 | 2015-10-29 | Terminal controlling apparatus for boring machine |
Publications (1)
Publication Number | Publication Date |
---|---|
KR101637219B1 true KR101637219B1 (en) | 2016-07-07 |
Family
ID=56500096
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020150150808A KR101637219B1 (en) | 2015-10-29 | 2015-10-29 | Terminal controlling apparatus for boring machine |
Country Status (2)
Country | Link |
---|---|
KR (1) | KR101637219B1 (en) |
WO (1) | WO2017073946A1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108104798A (en) * | 2017-03-10 | 2018-06-01 | 苏州弘开传感科技有限公司 | A kind of tunnel position indicator and its application method based on magnetic principles |
CN109630129A (en) * | 2018-10-22 | 2019-04-16 | 中国建筑第六工程局有限公司 | A kind of subway station is without rectangular pipe jacking machine method of reseptance in the case of inner lining structure |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011168995A (en) * | 2010-02-17 | 2011-09-01 | Yasuda Engineering Kk | Equipment for controlling excavation direction of shield machine for jacking shield tunneling method |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04153497A (en) * | 1990-10-16 | 1992-05-26 | Komatsu Ltd | Method and apparatus for guiding shield excavator |
JP3285530B2 (en) * | 1998-03-16 | 2002-05-27 | 財団法人電力中央研究所 | Method for guiding tunnel excavation path in propulsion method and apparatus therefor |
JP2002106286A (en) * | 2000-09-28 | 2002-04-10 | Nkk Corp | Propulsion head position and direction measuring method and propulsion head position and direction measuring instrument |
JP5986922B2 (en) * | 2012-12-27 | 2016-09-06 | 日立造船株式会社 | Tunneling machine excavation status monitoring system |
-
2015
- 2015-10-29 KR KR1020150150808A patent/KR101637219B1/en active IP Right Grant
-
2016
- 2016-10-20 WO PCT/KR2016/011787 patent/WO2017073946A1/en active Application Filing
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011168995A (en) * | 2010-02-17 | 2011-09-01 | Yasuda Engineering Kk | Equipment for controlling excavation direction of shield machine for jacking shield tunneling method |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108104798A (en) * | 2017-03-10 | 2018-06-01 | 苏州弘开传感科技有限公司 | A kind of tunnel position indicator and its application method based on magnetic principles |
CN108104798B (en) * | 2017-03-10 | 2021-09-21 | 苏州弘开传感科技有限公司 | Tunnel positioning instrument based on magnetic field principle and using method thereof |
CN109630129A (en) * | 2018-10-22 | 2019-04-16 | 中国建筑第六工程局有限公司 | A kind of subway station is without rectangular pipe jacking machine method of reseptance in the case of inner lining structure |
Also Published As
Publication number | Publication date |
---|---|
WO2017073946A1 (en) | 2017-05-04 |
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