WO2015026146A1 - Drill bit to directly discharge excavated slime above ground and method of using same - Google Patents

Drill bit to directly discharge excavated slime above ground and method of using same Download PDF

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Publication number
WO2015026146A1
WO2015026146A1 PCT/KR2014/007709 KR2014007709W WO2015026146A1 WO 2015026146 A1 WO2015026146 A1 WO 2015026146A1 KR 2014007709 W KR2014007709 W KR 2014007709W WO 2015026146 A1 WO2015026146 A1 WO 2015026146A1
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WO
WIPO (PCT)
Prior art keywords
drill bit
fluid
slime
upward
ground
Prior art date
Application number
PCT/KR2014/007709
Other languages
French (fr)
Korean (ko)
Inventor
임성대
Original Assignee
(주)삼일이엔씨
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
Priority claimed from KR20130112133A external-priority patent/KR20150021873A/en
Application filed by (주)삼일이엔씨 filed Critical (주)삼일이엔씨
Publication of WO2015026146A1 publication Critical patent/WO2015026146A1/en

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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B10/00Drill bits
    • E21B10/60Drill bits characterised by conduits or nozzles for drilling fluids
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B10/00Drill bits
    • E21B10/44Bits with helical conveying portion, e.g. screw type bits; Augers with leading portion or with detachable parts

Definitions

  • the present invention relates to a drill bit for ground excavation, and to handle the slime generated during the drilling work in the construction foundation work piles or slopes anchors, horizontal drilling for small tunnels, ground drilling work for groundwater or geothermal and resource development
  • the present invention relates to a drill bit for allowing clean discharge of slime in a drilling hole by using a fluid provided from the ground.
  • the slime discharge fluid provided to the drill bit through the upper drill rod flows strongly downward through the drill bit core to the bottom of the drill bit, and then drills the drill bit. Is returned from the bottom of the drilled hole is located, and then goes up to the ground through the drill bit outside and is discharged to the outside. Due to this strong fluid flow, the slime generated during the excavation work is also discharged to the ground by the vertical fluid discharge path formed on the outside of the drill bit or the ascending fluid through the screw.
  • This general drill bit is useful for slime removal on the bottom of the drilled hole, but is disadvantageous for slime removal on the drill bit side or drill rod section.
  • the slime of the drill rod falls due to the weakened upward fluid pressure during the recovery of the drill bit.
  • the pile or the structure enters the drilling hole due to the residual slime accumulated on the bottom of the drilling hole, long-term settlement occurs after completion of the construction of the structure. As a result, there was a problem of harming the safety of the structure.
  • the object of the present invention is to direct the drill bit section and the drill rod section with strong and concentrated fluid pressure without loss by directing part or all of the slime discharge fluid to the ground direction directly from the drill bit without spraying the bottom surface of the drilling hole.
  • Most of the slime is to provide a drill bit for direct discharge to the ground and its use.
  • Another object of the present invention is that after the drilling operation is completed, the upward injection exit also goes up during the recovery of the drill bit to the ground, so that the remaining slime remaining on the bottom surface of the drilling hole is prevented by falling of the floating slime in the drilling hole with a strong fluid pressure without loss.
  • the present invention according to the above object, in the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole by using the fluid supplied from the outside, the flow of the slime discharge fluid supplied downward to the drill bit (2) It is a drill bit for directly discharging the excavation slime to the ground characterized in that the upward injection passage 14 to change the direction to be sprayed.
  • the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole by using the fluid supplied from the outside
  • the fluid supply passage (6) is opened and closed by the slider 24 installed in the drill bit (2a) to operate by lifting the fitting type
  • the fluid is upward
  • Upward injection passages (14a) and (14b) are formed to change the flow direction upward to be sprayed, and the upward injection passages (14a) and (14b) transmit the rotational force provided from the perforator on the ground to the drill bits (2b) and (2c).
  • the present invention in the method of using the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole by using the fluid supplied from the outside, the slime discharge fluid supplied downward to the drill bit (2) fluid supply It is characterized in that the excavation slime of the drill bit 2 and the drill rod section is removed by directly spraying by changing the flow direction upward through the upward injection passage 14 by the opening and closing control of the passage 6.
  • the present invention in the method of using the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole by using the fluid supplied from the outside, the fluid supply passage 6 by the lifting operation of the drive sub 42
  • the flow of fluid is directly injected upward through the upward injection passage 14a to control the opening and closing of the drill bit 2b and the excavation slicing of the drill rod section, but the upward injection by the lifting operation of the drive sub-42
  • the passage 14a is opened and closed and the drive sub 42 is lifted up to a predetermined height during the drilling operation, all of the supplied fluid is sprayed downward through the discharge port 18 to remove the residual slime at the bottom of the drilling hole.
  • the slider 24 descends to block the flow of the fluid to the discharge port 18 so that the fluid flows upward through the upward injection passage 14a.
  • the injection is characterized in that the floating slime of the drill bit (2b) outside and the drill rod section is discharged to the ground.
  • the present invention in the method of using the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole by using the fluid supplied from the outside, the fluid supply passage 6 by the lifting operation of the drive sub 42
  • the drill flow (14a, 14b) By controlling the opening and closing of the drill flow (14a, 14b) through the flow of the fluid to be injected directly upwards to remove the drill bit (2b) (2c) and the drilling slit of the drill rod section, but the drill bit (2b) ( 2c) the up and down injection path 14a, 14b is opened and closed by the continuous lowering by excavation and the separation distance generated by the stepping down of the drive sub 42 by the operation of the operator, the drill bit (2b) If the separation distance between 2c and the drive sub 42 is less than or equal to the set value, the supplied fluid is sprayed downward through the discharge port 18 to remove the bottom slime of the drilling hole, and if it is greater than or equal to the set value, the upward spray passage 14a and 14b. As the fluid opens up) It is
  • the slime of the drill bit and the side of the drill rod is quickly removed and the drilling speed is improved by reducing the friction force with the wall of the hole when rotating, and the slime placed on the screw attached to the drill rod or the drill rod is mostly removed. There is little slime to shake off, reducing complaints from falling rocks and scattering dust.
  • FIG. 1 is a perspective configuration diagram of a drill bit according to an embodiment of the present invention.
  • Figure 2 is a partial cross-sectional view showing the configuration of the connection passage in which the fluid is branched in the drill bit of the present invention
  • FIG. 3 is a cross-sectional configuration of FIG.
  • FIG. 4 is an operation diagram for adjusting the injection fluid amount of the upward injection passage by the opening and closing control unit
  • FIG. 5 is a perspective configuration diagram of a drill bit according to another embodiment of the present invention.
  • FIG. 6 is a cross-sectional view taken along line AA ′ of FIG. 5;
  • FIG. 7 is a view showing the opening and closing operation configuration by the shanghaidong of the slider according to the invention.
  • FIG. 8 is a cross-sectional view taken along line BB ′ of FIG. 5;
  • FIG. 9 is an operation diagram showing a locking structure by the vertical operation of the slider according to the present invention.
  • FIG. 12 is an operation view showing a configuration for opening and closing the upward injection passage by the drive sub of the hammer type drill bit
  • FIG. 13 is an operation diagram showing a configuration applied to the mubit through the opening and closing configuration of the upward injection passage of the present invention
  • 15 is a detailed view of the opening and closing operation unit according to the present invention.
  • the drill bit of the present invention is capable of simultaneously removing the drilling slime accumulated in the drill bit and the drill rod section above the drill bit at the time of the ground drilling by using the fluid supplied from above, and more effectively the drilling slime of the drill rod section By discharging it to increase the drilling speed.
  • the excavation slime means that the excavation is completed and the remaining slime floating in the drilling hole or placed on the screw of the drill rod section.
  • FIG. 1 is a perspective view showing the configuration of a preferred embodiment of the present invention.
  • the drill bit 2 of the present invention shown in FIG. 1 is an auger bit provided with a screw 8, and forms a drill bit joint 4 engaged with a drill rod at an upper end of the drill bit 2, and drill bit ( 2) It is configured to regulate the flow of the fluid supplied from above through the fluid supply passage (6).
  • compressed air, water, and the like may be used as the fluid supplied to discharge the slime, and preferably, it is effective to supply compressed air at high pressure.
  • FIGS. 2 to 3 describe the configuration of adjusting the fluid flow in the drill bit 2.
  • FIG. 2 is a partial cross-sectional view showing a configuration in which the fluid is branched in the drill bit of the present invention
  • Figure 3 is a cross-sectional configuration of FIG.
  • the fluid supplied through the fluid supply passage 6 is discharged through the upward injection passage 14 to upwardly inject the flow of the fluid together with the discharge port 18 under the drill bit 2.
  • the slime accumulated in the drill rod section by changing the direction of the fluid injected into the discharge port 18 through the fluid supply passage 6 to remove the floating slime in the drilling hole upward direction
  • An upward injection passage 14 for direct discharge is formed in the drill bit 2.
  • the upward injection passage 14 is formed in communication with the fluid supply passage 6 in the connection passage 30 in the drill bit 2, and directly discharges the flow of the fluid supplied from the upward upward from the drill bit (2) Changes can be made so that the slime attached to the drill rod or accumulated on the screw can be discharged.
  • a plurality of upward injection passage 14 can be formed in the drill bit (2), it is preferable to form two or more in the embodiment of the present invention. Furthermore, it is more effective to install under the drill bit 2 possible.
  • the upward injection passage 14 of the present invention is formed obliquely upward along the body of the drill bit 2, so that the outlet injection direction of the upward injection passage 14 is directed to the wall of the drilled hole, and thus the drill bit 2 and the drill rod. It is not possible to inject fluid directly on the outside of the screw or around the screw, reducing the upward discharge force.
  • the injection control member 10 is installed on the outlet side of the upward injection passage 14 to control the angle of the fluid to be injected and to allow the fluid to be directly injected in the vertical direction, injection control By adjusting the member 10 may be configured to change the injection position and the injection direction of the fluid injected through the upward injection passage (14) in real time.
  • the injection control member 10 is installed in a form surrounding the outlet of the upward injection passage 14, so that the direction of the fluid to be injected along the passage formed obliquely upward can be directly injected upward. Moreover, the outlet direction of the injection control member 10 can be rotated to the left and right to adjust the injection angle of the fluid.
  • FIG 4 is a view showing a configuration for adjusting the amount of fluid injected through the upward injection passage (14).
  • the drill bit 2 controls the amount of fluid injected into the upward jet passage 14 by adjusting the opening degree of the discharge port 18 through which the fluid supplied through the fluid supply passage 6 is discharged. .
  • an opening and closing control unit 12 for controlling the opening and closing of the discharge port 18 for injecting the fluid to the bottom of the drilling hole consequently to control the amount of fluid injected into the upward injection passage (14).
  • the opening and closing adjustment unit 12 is formed in the form of a screw to face through the lower wall of the drill bit (2), the sliding operation in the front and rear by the opening and closing adjustment unit 12 and discharge port ( 18, the linear operation piece 20 for opening and closing is screwed in.
  • the linear actuating piece 20 screwed into the opening and closing adjustment part 12 operates in the front and rear by tightening and loosening the opening and closing adjustment part 12, and is sprayed through the discharge hole 18 by opening and closing the discharge port 18 step by step.
  • the amount of fluid to be made can be adjusted according to the type of strata of the perforated ground.
  • the upward injection passage 14 for upwardly spraying the fluid is formed on the drill bit 2. It is effective to form at the bottom end.
  • the ratio of the amount of fluid injected into the bottom of the drilling hole and the amount of fluid directly injected upward is controlled in advance before the drilling operation, or by the drill bit 2 at any time according to the elevation of the drill rod, or by remote control by electrical control from the outside. It is also possible to install a drive such as a motor in the drill bit 2 by steering. In addition, it can also be adjusted by the supplied fluid pressure or externally connected to the pull cord.
  • the ratio of the fluid is injected downward during the drilling operation, and the upward spraying ratio is frequently used when a strong upward injection is required during the recovery of the drill or during the drilling operation. It can be increased, and most of the fluid supplied can be configured to be upward sprayed.
  • the opening / closing adjustment part as shown in FIG. 4 (b) and (c) before drilling.
  • the straight working piece 20 is pushed into the drill bit 2 core to block the discharge port 18 in a desired ratio, thereby adjusting the upward spraying rate.
  • the amount of fluid injected into the upward injection passage 14 is adjustable in consideration of the characteristics of the ground to be drilled and the conditions of the fluid supply amount and the supply pressure.
  • 50% or more of the fluid supplied through the fluid supply passage 6 is formed to be injected through the upward injection passage 14, preferably 70% or more to be discharged.
  • some of the fluid supplied through the fluid supply passage (6) is always the flow direction is turned upward through the upward injection passage 14 to be injected, the other part is opened and closed controlled by the opening and closing control unit 12
  • the fluid to be sprayed upward and the fluid injected to the bottom surface of the drilling hole may be configured to be adjustable.
  • the ratio of the fluid supplied to the fluid supply passage 6 is injected to the bottom surface of the drilling hole through the discharge port 18 and the ratio of the direct injection by upwardly changing the injection direction by the upward injection passage 14 to the ground layer. It is good to adjust accordingly.
  • FIG. 5 to 9 are views showing the configuration of a drill bit according to another embodiment of the present invention
  • Figure 5 is a perspective configuration diagram showing the overall configuration of another embodiment of the present invention.
  • the drill bit (2a) of the present invention is installed a plurality of drilling drill tip 22 to the end of the screw (8) and the slider 24 is installed in the drill bit (2a) operable up and down drill It is inserted and installed in the bit 2a, and a plurality of drill tips 22 are also installed at the end of the slider 24.
  • the injection control member 10a for adjusting the injection position and the injection angle of the fluid may be installed.
  • FIG. 6 is a cross-sectional view taken along the line A-A 'showing the internal structure of the drill bit 2a according to the present invention.
  • the core portion of the drill bit 2a is connected to the fluid supply passage 6 and the fluid branch passage 28 is formed.
  • a square tube fluid flow pipe 26 is provided.
  • the slider 24 is provided to surround the outer periphery of the fluid flow pipe 26 so as to be wrapped up and down, and the slider 24 has a connecting passage for changing the flow of the fluid into the upward jet passage 14a.
  • a large number 30 is formed.
  • the connection passage 30 is preferably formed in accordance with the number of the upward injection passage 14a formed on the outer periphery of the drill bit 2a, but may form a space integrated with the upward injection passage 14a.
  • Figure 7 (a) is to inject the fluid downward to the drill bit (2a) in order to discharge the slime of the bottom surface of the drilling hole during the drilling operation, (b) is a drill bit (2a) to complete the drilling operation Demonstrates an operating configuration to change the direction of injection so that fluid can be withdrawn or injected directly into the drill rod section.
  • the operator lowers the drill rod during the drilling operation so that the bottom of the drill bit 2a touches the bottom of the drilling hole so that the connection passage 30 and the upward injection passage 14a are in communication with each other as shown in FIG.
  • all of the fluid supplied to the fluid supply passage 6 is injected below the drill bit 2a to push the slime of the bottom surface of the drilling hole upward.
  • connection passage 30 and the upward injection passage 14a which are shifted by the lowering operation of the slider 24 communicate with each other, and the flow of the fluid is directly injected upward. At this time, the flow of the fluid injected below the drill bit 2a is The rotary operation piece 32 is swinged to block the fluid branch passage 28 formed in communication with the fluid supply passage 6 so as to be blocked.
  • the fluid branch passage 28 is opened as shown in FIG. 7A so that the flow of fluid can be injected below the drill bit 2a.
  • the rotating operation pieces 32 on both sides are pushed inwards by pushing the inclined surface 34 of the slider 24 and swung to fit. While closing, the fluid branch passage 28 is closed.
  • the fluid supply passage 6 and the upward injection passage 14a are opened and closed complementarily by the vertical operation of the slider 24 to change the flow direction of the fluid.
  • the fluid branch passage 28 is formed in a quadrangle, and both the rotary operation pieces 32 are also formed in a quadrangle so that the entire fluid branch passage 28 is closed by the rotary operation piece 32, thereby providing a fluid. All are to be injected into the upward injection passage (14a) through the connecting passage (30).
  • the rotary operation piece 32 When the fluid branch passage 28 is formed in a cylindrical shape, the rotary operation piece 32 may be formed in a semicircle shape, and the rotary operation piece 32 may be formed in a quadrangle as described above, so that some of the fluid supplied may be upward. With the injection passage 14a, the remainder can be sprayed to the bottom surface of the drilled hole through the discharge port 18.
  • more than 50% of the fluid to be supplied is upward sprayed through the upward injection passage (14a), preferably more than 70% of the fluid is effective to upward spray.
  • the fixing pin 38 for limiting the vertical movement of the slider 24 is installed in the drill bit 2a.
  • FIG. 8 is a cross-sectional view taken along line B-B 'of the drill bit 2a of the present invention, and on one side of the slider 24 for lifting and lowering, an operating space 36 is formed and fixed to the case of the drill bit 2a.
  • Fixing pin 38 is provided to be movable in the operating space (36).
  • FIG. 9 shows an operation configuration for limiting the lifting operation of the slider 24 by the fixing pin 38.
  • the slider 24 drills as shown in FIG. 9 (a).
  • the load of the slider 24 is applied.
  • the lowering operation is performed, wherein the lowering operation range of the slider 24 is operated by the vertical length of the operating space 36.
  • connection passage 30 and the upward injection passage 14a are restricted. Is in communication with the fluid branch passage 28 through which the fluid is injected below the drill bit 2a by the rotary operation piece 32 so that the flow of the fluid is changed to the upper portion of the drill rod section, that is, the drill bit 2a, so as to directly Sprayed.
  • the drill bit (2) (2a) of the auger bit type provided with a screw (8) in the drill rod section has been described as an example, as shown in Figures 10 to 11 hammer to punch the ground by the hammer hit It will be appreciated that the drill bit 2b is also applicable in the same configuration. Moreover, in the case of the hammer bit, the slime may be more easily attached to the outside of the drill rod pipe and the screw 8 due to the continuous impact of the hammer.
  • the configuration of the slider 24 inserted into the drill bit 2a to move up and down has been described, but the upper portion of the drill bit 2a is not formed in the slider 24 into the drill bit 2a. It is also possible to configure the drill tip 22 to be fitted to the outer slide 24, and to allow the fluid supply passage 6 to be opened and closed by moving the outer slide 24.
  • Reference numeral 40 is a shank member.
  • the opening and closing of the fluid supply passage (6) and the upward injection passage (14a) is configured to delay the operation to remove the remaining slime remaining on the bottom of the drilling hole immediately after completion of the drilling operation, and then switch the flow of the fluid to the upward injection It is configured to remove the floating slime of the drill bit (2b) outside and the drill rod section.
  • FIG 12 is an operation diagram showing an operation of opening and closing the upward injection passage 14a is delayed according to an embodiment of the present invention.
  • the injection direction is not immediately converted upward when the flow direction of the fluid is changed by the slider 24, but is fixed. Delays the flow of fluid to the time upward injection passage 14a so that all of the supplied fluid is used to remove residual slime at the bottom of the hole, and the flow of the fluid is switched to the upward injection passage 14a after first removing the residual slime at the bottom. This will push up the floating slime.
  • the fluid supply passage (6) is opened and closed by the slider (24) to move up and down to form a part of the drill bit (2b) of the present invention so that the fluid is injected upward through the upward injection passage (14a) 12
  • the operator moves up and down with the drill rod during the drilling operation as shown in FIG. 12A, and transmits the rotational force provided from the ground drill to the drill bit 2b and prevents the drill bit 2b from falling off. Since the sub 42 is lowered, the bottom surface of the drill bit 2b is in contact with the bottom surface of the drilling hole, so that the discharge port 18 is opened to blow up the slime of the bottom surface generated during the drilling operation.
  • the drive sub 42 may be lifted up to about 60 mm from the body of the drill bit 2b, and when about 40 mm or more is lifted, the fluid used for hammer operation is injected into the discharge port 18. Will be.
  • All of the supplied fluid is injected into the discharge port 18 so that the remaining slime remaining on the bottom of the drill hole is blown up through the vertical discharge port outside the drill bit 2b.
  • the drive sub 42 is lifted, but the drill bit 2b is raised.
  • the drive sub 42 can be completely removed if the drive sub 42 is not held higher.
  • the drive sub 42 is further lifted to recover the drill bit 2b.
  • the slider As the 24 is lowered, the discharge port 18 is closed and the upward injection passage 14a is opened to completely discharge the floating slime of the drill bit 2b and the drill rod section to the ground.
  • the upward injection passage 14a of the present invention may be in a state of communicating with the fluid supply passage 6 before the drilling operation, and the fluid may be upwardly sprayed through the upward injection passage 14a together with the discharge port 18. It is.
  • the upward injection path (14a) is delayed operation opening and closing using the separation distance according to the continuous lowering by drilling drilling of the main body of the drill bit (2b) and the stepping down of the drive sub (42) by the selection of the operator. can do.
  • the drilling operation is performed by a drill bit 2b for directly drilling a drilling hole, and a drive sub 42 that transmits the rotational force of the drilling machine located on the ground to the drill bit 2b.
  • the drill bit 2b is a drill hole.
  • Excavating the bottom surface is lowered at a constant speed and the drive sub 42 is stepped down in accordance with the drilling speed of the drill bit (2b).
  • the step-down of the drive sub 42 stops at the current position without being lowered for a predetermined time during which excavation is performed by the drill bit 2b, but stops at the current position.
  • the drive sub 42 is to be lowered at once.
  • the fluid is mainly through the discharge port 18 as if the drive sub 42 is slightly lifted up. It is discharged to discharge the remaining slime of the bottom surface of the drilling hole, when the distance is more than the set value, the upward injection passage (14a) is opened and the fluid is mainly injected upwards can discharge the floating slime to the outside.
  • the flow change of the fluid according to the separation distance between the drill bit 2b and the drive sub 42 may be operated by an operator, but in the preferred embodiment of the present invention, Stepwise fall according to the separation distance of the drill bit (2b) and the drive sub 42 is automatically controlled from the ground by the timer setting.
  • the drive sub 42 it is possible to automatically control the perforator by configuring the drive sub 42 to operate in descending operation according to the change in the frequency or amplitude of the hammer transmitted to the drill rod or the perforator when the hammer is hit.
  • FIG. 13 is an operation diagram showing a configuration of opening and closing the upward injection passage 14b in the mubit 2c.
  • the mubit 2c of the present invention constitutes an opening / closing key 44 for opening and closing the upward injection port 14b by the vertical operation of the drive sub 42.
  • the supplied fluid is injected downward through the discharge port 18 by pressing the opening / closing key 44 upward to block the upward injection passage 14b by the lowering operation of the drive sub 42 as shown in FIG. To be.
  • the mubit 2c of the present invention lifts only the drive sub 42 to a certain height, and injects even the fluid required for the hammer operation into the discharge port 18 so that The remaining slime can also be removed cleanly.
  • the opening / closing key 44 is moved up and down in the operation guide groove 46 formed deeper than the horizontal height of the upward injection passage 14b communicating with the fluid pressure supply passage 6, and the opening / closing key 44 is an upward injection passage ( Until the height of 14b) rises, that is, the upstream injection of the fluid into the upward injection passage 14b by the depth of the operation guide groove 46 is delayed.
  • the mubit 2c shown in FIG. 14 may control the flow of the fluid through the discharge port 18 while opening and closing the upward injection passage 14b.
  • 15 is a detailed view of the opening and closing operation unit of the present invention.
  • the mubit 2c includes an opening and closing operation part 48 for opening and closing the fluid supply passage 6 by the operation of the opening and closing key 44.
  • the opening and closing operation unit 48 operates in conjunction with the opening and closing key 44 for opening and closing the upward injection passage 14b by the drive sub-42.
  • the opening and closing key 44 is compressed together with the rising pressure of the fluid when the drive sub 42 is lifted as shown in FIG.
  • the spring 50 which has been compressed by the hinge operation of the link shaft 54, increases and is straight. Push the operating piece 20a to block the fluid supply passage 6.
  • the opening and closing operation unit 48 is preferably installed at both ends of the drill bit (2c) to block the fluid supply passage (6) by the linear operation piece (20a) is pushed in both directions.
  • the present invention can discharge most of the floating slime in the drilling hole during the drilling work as a strong upward slime discharge fluid flow during the construction work or ground drilling work for geothermal and resource development, reducing frictional resistance with the wall of the drilling hole drilling force This can be used to improve and reduce slime that will be scattered on the ground. In addition, it is possible to prevent the floating slime from falling during the recovery of the drill rod, so that little residual slime remains at the bottom of the drilling hole, and can be used to reduce the wear of the drill rod and to protect the drilling equipment.

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Earth Drilling (AREA)

Abstract

The present invention relates to a drill bit for ground excavation that is configured to use a liquid supplied from the outside in order to discharge excavated slime to the outside of the bored hole. The drill bit (2) includes an upwardly discharging passage (14) that changes the direction of flow of a downwardly supplied fluid for discharging slime to an upward direction so as to be discharged. Slime on the sides of drill bits (2), (2a), and (2b) and a drill rod is quickly removed so that friction against the walls of a bored hole during rotation is reduced in order to improve drilling speed. The supporting ability of a structure is improved because there is no residual slime left on the floor of a bored hole, and slime deposited on a drill rod or a screw (8) attached to the drill rod is mostly removed so that there is almost no slime to be shaken off above ground, thereby reducing civil complaints due to falling rocks and scattering dust.

Description

굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트 및 그 사용방법Drill bit for discharging excavation slime straight to the ground and its use
본 발명은 지반굴착용 드릴비트에 관한 것으로, 건설 기초공사용 말뚝이나 사면공사용 앵커, 소형 터널을 위한 수평천공, 지하수나 지열 및 자원개발을 위한 지반천공 작업에 있어 천공작업 중에 발생하는 슬라임의 처리를 위해 지상에서 제공되는 유체를 이용하여 천공홀 내의 슬라임을 남김없이 깨끗하게 배출되도록 하는 드릴비트에 관한 것이다.The present invention relates to a drill bit for ground excavation, and to handle the slime generated during the drilling work in the construction foundation work piles or slopes anchors, horizontal drilling for small tunnels, ground drilling work for groundwater or geothermal and resource development The present invention relates to a drill bit for allowing clean discharge of slime in a drilling hole by using a fluid provided from the ground.
일반적으로 지반굴착용 드릴비트를 이용하여 지반을 굴착하는 경우 상부의 드릴로드를 통해 드릴비트에 제공되는 슬라임 배출용 유체는 드릴비트 심부를 통하여 하향으로 드릴비트 바닥까지 강력하게 흐른 다음 천공중인 드릴비트가 위치된 천공홀 바닥면에서 되돌게 되며, 그 후 드릴비트 외측을 통하여 지상방향으로 올라가서 외부로 배출된다. 이러한 강력한 유체 흐름에 의해서 굴착작업 중 발생하는 슬라임도 드릴비트 외측에 형성된 수직 수직배출통로나 스크류를 타고 상승 유체에 실려 지상으로 배출된다.In general, when digging ground using a drill bit for drilling a ground, the slime discharge fluid provided to the drill bit through the upper drill rod flows strongly downward through the drill bit core to the bottom of the drill bit, and then drills the drill bit. Is returned from the bottom of the drilled hole is located, and then goes up to the ground through the drill bit outside and is discharged to the outside. Due to this strong fluid flow, the slime generated during the excavation work is also discharged to the ground by the vertical fluid discharge path formed on the outside of the drill bit or the ascending fluid through the screw.
이러한 일반적인 드릴비트는 천공홀 바닥면의 슬라임 제거에는 유용하나 드릴비트 측면이나 드릴로드 구간의 슬라임 제거에는 불리하다. This general drill bit is useful for slime removal on the bottom of the drilled hole, but is disadvantageous for slime removal on the drill bit side or drill rod section.
그것은 하향하던 유체흐름이 상향으로 바뀌는 동안 천공홀 바닥면 저항과 지반내의 빈틈으로 소실되는 유체량에 의해 그 흐름이 크게 약화되기 때문이다. 천공홀 내에서 배출되지 못하고 남아 있는 슬라임이 많아지면 드릴비트 및 드릴로드와 천공홀 또는 케이싱 내벽간의 마찰이 커져 천공속도가 느려지고 드릴로드의 마모가 심해진다. 그리고 스크류 로드를 사용하는 경우 약화된 유체압으로 인해 스크류에 얹혀 있는 슬라임 제거가 어려워 지상으로 드릴로드를 높다랗게 회수한 다음 스크류의 슬라임을 털어내면 먼지와 돌가루가 멀리까지 날아가 각종 민원을 유발한다.This is because the flow is greatly weakened by the resistance of the bottom of the drilled hole and the amount of fluid lost to the gap in the ground during the downward flow of the fluid. If the slime that is not discharged in the hole is increased, the friction between the drill bit and the drill rod and the inner wall of the hole or casing increases, so that the drilling speed is slowed and the wear of the drill rod is severe. In the case of using a screw rod, it is difficult to remove the slime on the screw due to the weakened fluid pressure, and when the drill rod is recovered high to the ground, the slime of the screw is shaken off, and dust and stone fly away to cause various complaints. .
특히 중요한 것은 드릴비트 회수시 약화된 상향 유체압으로 인해 드릴로드의 슬라임이 낙하하는 것인데 천공홀 바닥면에 쌓이는 잔여슬라임으로 인해 말뚝이나 구조물을 천공홀에 근입하는 경우 구조물 공사 완료 후 장기침하 발생으로 구조물의 안전성을 해치게 되는 문제가 있었다.Particularly important is that the slime of the drill rod falls due to the weakened upward fluid pressure during the recovery of the drill bit.When the pile or the structure enters the drilling hole due to the residual slime accumulated on the bottom of the drilling hole, long-term settlement occurs after completion of the construction of the structure. As a result, there was a problem of harming the safety of the structure.
따라서 본 발명의 목적은 슬라임 배출용 유체의 일부 또는 전부를 천공홀 바닥면에 분사하지 않고 드릴비트에서 바로 지상 방향으로 향하도록 하여 손실없이 강력하고 집중된 유체압으로 드릴비트 구간과 드릴로드 구간의 부유 슬라임을 대부분 지상으로 바로 배출토록 하는 드릴비트 및 그 사용방법을 제공함에 있다.Therefore, the object of the present invention is to direct the drill bit section and the drill rod section with strong and concentrated fluid pressure without loss by directing part or all of the slime discharge fluid to the ground direction directly from the drill bit without spraying the bottom surface of the drilling hole. Most of the slime is to provide a drill bit for direct discharge to the ground and its use.
본 발명의 다른 목적은 천공작업 완료 후 드릴비트를 지상으로 회수하는 동안 상향의 분사출구도 따라 올라가므로 손실 없는 강력한 유체압으로 천공홀 내 부유슬라임의 낙하를 방지하여 천공홀 바닥면에 남는 잔여슬라임을 최소화하도록 하는 드릴비트 및 그 사용방법을 제공함에 있다.Another object of the present invention is that after the drilling operation is completed, the upward injection exit also goes up during the recovery of the drill bit to the ground, so that the remaining slime remaining on the bottom surface of the drilling hole is prevented by falling of the floating slime in the drilling hole with a strong fluid pressure without loss. To provide a drill bit and a method of using the same to minimize the.
상기의 목적에 따른 본 발명은, 외부에서 공급되는 유체를 이용하여 굴착 슬라임을 천공홀 외부로 배출하도록 구성한 지반굴착용 드릴비트에 있어서, 드릴비트(2)에는 하향공급되는 슬라임 배출용 유체의 흐름 방향을 상향으로 변경하여 분사되게 하는 상향분사통로(14)를 구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트이다.The present invention according to the above object, in the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole by using the fluid supplied from the outside, the flow of the slime discharge fluid supplied downward to the drill bit (2) It is a drill bit for directly discharging the excavation slime to the ground characterized in that the upward injection passage 14 to change the direction to be sprayed.
다른 견지에 따른 본 발명은, 외부에서 공급되는 유체를 이용하여 굴착 슬라임을 천공홀 외부로 배출하도록 구성한 지반굴착용 드릴비트에 있어서, 드릴비트(2a)에는 하향공급되는 슬라임 배출용 유체의 흐름 방향을 상향으로 변경하여 분사되게 하는 상향분사통로(14a)를 구성하며, 드릴비트(2a)에 설치되어 끼움형태로 승강작동하는 슬라이더(24)에 의해 유체공급통로(6)가 개폐되어 유체가 상향분사통로(14a)를 통해 상향 분사되게 구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트이다. According to another aspect of the present invention, in the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole by using the fluid supplied from the outside, the flow direction of the fluid for slime discharged supplied downward to the drill bit (2a) To the upward injection passage (14a) to be injected by changing the upward, and the fluid supply passage (6) is opened and closed by the slider 24 installed in the drill bit (2a) to operate by lifting the fitting type, the fluid is upward It is a drill bit for directly discharging the excavation slime to the ground characterized in that configured to be injected upward through the injection passage (14a).
다른 견지에 따른 본 발명은 외부에서 공급되는 유체를 이용하여 굴착 슬라임을 천공홀 외부로 배출하도록 구성한 지반굴착용 드릴비트에 있어서, 드릴비트(2b)(2c)에는 하향공급되는 슬라임 배출용 유체의 흐름 방향을 상향으로 변경하여 분사되게 하는 상향분사통로(14a)(14b)를 형성하며, 상향분사통로(14a)(14b)는 지상의 천공기에서 제공되는 회전력을 드릴비트(2b)(2c)에 전달하면서 상하로 이동하여 드릴비트(2b)(2c)의 탈락을 방지하는 드라이브서브(42)에 의해 개폐되게 구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트이다.According to another aspect of the present invention, in the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole using a fluid supplied from the outside, the drill bit (2b) (2c) of the slime discharge fluid supplied downward Upward injection passages (14a) and (14b) are formed to change the flow direction upward to be sprayed, and the upward injection passages (14a) and (14b) transmit the rotational force provided from the perforator on the ground to the drill bits (2b) and (2c). It is a drill bit for discharging the excavation slime immediately to the ground, characterized in that configured to be opened and closed by the drive sub 42 to move up and down to prevent falling of the drill bit (2b) (2c) while transmitting.
또한 본 발명은, 외부에서 공급되는 유체를 이용하여 굴착 슬라임을 천공홀 외부로 배출하도록 구성한 지반굴착용 드릴비트의 사용방법에 있어서, 드릴비트(2)에는 하향공급되는 슬라임 배출용 유체가 유체공급통로(6)의 개폐조절로 상향분사통로(14)를 통해 흐름 방향을 상향으로 변경하여 바로 분사됨으로써 드릴비트(2)와 드릴로드 구간의 굴착 슬라임이 제거되게 함을 특징으로 한다.In addition, the present invention, in the method of using the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole by using the fluid supplied from the outside, the slime discharge fluid supplied downward to the drill bit (2) fluid supply It is characterized in that the excavation slime of the drill bit 2 and the drill rod section is removed by directly spraying by changing the flow direction upward through the upward injection passage 14 by the opening and closing control of the passage 6.
또한 본 발명은, 외부에서 공급되는 유체를 이용하여 굴착 슬라임을 천공홀 외부로 배출하도록 구성한 지반굴착용 드릴비트의 사용방법에 있어서, 드라이브서브(42)의 승강작동에 의한 유체공급통로(6)의 개폐조절로 상향분사통로(14a)를 통해 유체의 흐름이 상향으로 바로 분사되게 하여 드릴비트(2b)와 드릴로드 구간의 굴착슬라임을 제거하되, 드라이브서브(42)의 승강작동에 의해 상향분사통로(14a)가 개폐되게 하며, 천공작업 중 드라이브서브(42)를 미리 설정된 높이까지만 들어올리면 공급된 유체 전부가 토출구(18)를 통해 하향분사되어 천공홀 바닥의 잔여슬라임을 제거하게 되고, 드라이브서브(42)를 설정된 높이 이상으로 들어올리면 슬라이더(24)가 하강하여 토출구(18)로의 유체 흐름을 차단함에 따라 상향분사통로(14a)를 통해 유체가 상향으로 바로 분사됨으로써 드릴비트(2b) 외측과 드릴로드 구간의 부유슬라임을 지상을 배출하도록 함을 특징으로 한다.In addition, the present invention, in the method of using the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole by using the fluid supplied from the outside, the fluid supply passage 6 by the lifting operation of the drive sub 42 The flow of fluid is directly injected upward through the upward injection passage 14a to control the opening and closing of the drill bit 2b and the excavation slicing of the drill rod section, but the upward injection by the lifting operation of the drive sub-42 When the passage 14a is opened and closed and the drive sub 42 is lifted up to a predetermined height during the drilling operation, all of the supplied fluid is sprayed downward through the discharge port 18 to remove the residual slime at the bottom of the drilling hole. When the sub 42 is lifted above the set height, the slider 24 descends to block the flow of the fluid to the discharge port 18 so that the fluid flows upward through the upward injection passage 14a. The injection is characterized in that the floating slime of the drill bit (2b) outside and the drill rod section is discharged to the ground.
또한 본 발명은, 외부에서 공급되는 유체를 이용하여 굴착 슬라임을 천공홀 외부로 배출하도록 구성한 지반굴착용 드릴비트의 사용방법에 있어서, 드라이브서브(42)의 승강작동에 의한 유체공급통로(6)의 개폐조절로 상향분사통로(14a)(14b)를 통해 유체의 흐름이 상향으로 바로 분사되게 하여 드릴비트(2b)(2c)와 드릴로드 구간의 굴착슬라임을 제거하되, 드릴비트(2b)(2c)의 굴착에 의한 지속적 하강과, 오퍼레이터의 작동에 의한 드라이브서브(42)의 단계적 하강에 따라 발생하는 이격거리에 의해 상향분사통로(14a)(14b)가 개폐되게 하며, 드릴비트(2b)(2c)와 드라이브서브(42)의 이격거리가 설정된 값 이하이면 공급된 유체가 토출구(18)를 통해 하향분사되어 천공홀 바닥 슬라임을 제거하고, 설정된 값 이상이면 상향분사통로(14a)(14b)가 개방됨에 따라 유체가 상향으로 분사되어 천공홀 내의 부유슬라임을 외부로 배출하도록 함을 특징으로 한다.In addition, the present invention, in the method of using the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole by using the fluid supplied from the outside, the fluid supply passage 6 by the lifting operation of the drive sub 42 By controlling the opening and closing of the drill flow (14a, 14b) through the flow of the fluid to be injected directly upwards to remove the drill bit (2b) (2c) and the drilling slit of the drill rod section, but the drill bit (2b) ( 2c) the up and down injection path 14a, 14b is opened and closed by the continuous lowering by excavation and the separation distance generated by the stepping down of the drive sub 42 by the operation of the operator, the drill bit (2b) If the separation distance between 2c and the drive sub 42 is less than or equal to the set value, the supplied fluid is sprayed downward through the discharge port 18 to remove the bottom slime of the drilling hole, and if it is greater than or equal to the set value, the upward spray passage 14a and 14b. As the fluid opens up) It is characterized in that it is injected into the discharge slime in the drilling hole to the outside.
본 발명은 드릴비트와 드릴로드 측면의 슬라임이 신속하게 제거되어 회전시 천공홀 벽면과의 마찰력 감소로 천공속도가 개선되고, 드릴로드나 드릴로드에 부착된 스크류에 얹혀있는 슬라임이 대부분 제거되어 지상에서 털어낼 슬라임이 거의 없어 낙석과 비산먼지에 의한 민원이 감소된다. According to the present invention, the slime of the drill bit and the side of the drill rod is quickly removed and the drilling speed is improved by reducing the friction force with the wall of the hole when rotating, and the slime placed on the screw attached to the drill rod or the drill rod is mostly removed. There is little slime to shake off, reducing complaints from falling rocks and scattering dust.
그리고 부유슬라임의 낙하가 방지되어 천공홀 바닥에 남는 잔여슬라임이 거의 없이 원지반에 가까운 바닥면을 확보할 수 있어 말뚝이나 앵커 공사시 지지력이 개선된다.In addition, the fall of floating slime is prevented and the bottom surface close to the ground can be secured with little residual slime remaining on the bottom of the drilled hole, thereby improving the bearing capacity during the pile or anchor construction.
도 1은 본 발명의 실시 예에 따른 드릴비트의 사시 구성도,1 is a perspective configuration diagram of a drill bit according to an embodiment of the present invention;
도 2는 본 발명의 드릴비트 내에서 유체가 분기되는 연결통로의 구성을 보여주는 부분 단면도,Figure 2 is a partial cross-sectional view showing the configuration of the connection passage in which the fluid is branched in the drill bit of the present invention,
도 3은 도 1의 단면 구성도,3 is a cross-sectional configuration of FIG.
도 4는 개폐조절부에 의해 상향분사통로의 분사 유체량을 조절하는 작동도,4 is an operation diagram for adjusting the injection fluid amount of the upward injection passage by the opening and closing control unit,
도 5는 본 발명의 다른 실시 예에 따른 드릴비트의 사시 구성도,5 is a perspective configuration diagram of a drill bit according to another embodiment of the present invention;
도 6은 도 5의 A-A' 단면도,6 is a cross-sectional view taken along line AA ′ of FIG. 5;
도 7은 본 발명에 따른 슬라이더의 상하이동에 의한 개폐작동구성을 보여주는 도면,7 is a view showing the opening and closing operation configuration by the shanghaidong of the slider according to the invention,
도 8은 도 5의 B-B' 단면도,8 is a cross-sectional view taken along line BB ′ of FIG. 5;
도 9는 본 발명에 따른 슬라이더의 상하작동에 의한 걸림 구조를 보여주는 작동도,9 is an operation diagram showing a locking structure by the vertical operation of the slider according to the present invention,
도 10 내 도 11은 본 발명의 또 다른 실시 예인 해머형 드릴비트의 단면 작동도,10 to 11 is a cross-sectional operation of the hammer-type drill bit according to another embodiment of the present invention,
도 12는 해머형 드릴비트의 드라이브서브에 의해 상향분사통로를 개폐하는 구성으로 보여주는 작동도,12 is an operation view showing a configuration for opening and closing the upward injection passage by the drive sub of the hammer type drill bit,
도 13은 본 발명의 상향분사통로의 개폐구성을 통해머비트에 적용한 구성을 보여주는 작동도,13 is an operation diagram showing a configuration applied to the mubit through the opening and closing configuration of the upward injection passage of the present invention,
도 14는 통해머비트의 다른 실시 예를 보여주는 작동도,14 is an operation diagram showing another embodiment of the mubit through,
도 15는 본 발명에 따른 개폐작동부의 상세도.15 is a detailed view of the opening and closing operation unit according to the present invention.
아래에서는 첨부한 도면을 참조하여 본 발명이 속하는 기술분야에서 통상의 지식을 가진 자가 용이하게 실시할 수 있도록 본 발명의 실시 예를 상세히 설명한다. 그러나 본 발명은 여러 가지 상이한 형태로 구현될 수 있으며, 여기에서 설명하는 실시 예에 한정되지 않는다.DETAILED DESCRIPTION Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings so that those skilled in the art may easily implement the present invention. As those skilled in the art would realize, the described embodiments may be modified in various different ways, all without departing from the spirit or scope of the present invention.
그리고 도면에서 본 발명을 명확하게 설명하기 위해서 설명과 관계없는 부분은 생략하였으며, 명세서 전체를 통하여 유사한 부분에 대해서는 유사한 도면 부호를 붙였다.In the drawings, parts irrelevant to the description are omitted in order to clearly describe the present invention, and like reference numerals designate like parts throughout the specification.
명세서 전체에서, 어떤 부분이 어떤 구성요소를 포함한다고 할 때, 이는 특별히 반대되는 기재가 없는 한 다른 구성요소를 제어하는 것이 아니라 다른 구성요소를 더 포함할 수 있는 것을 의미한다.Throughout the specification, when a part includes a certain component, this means that it may further include other components rather than controlling other components unless otherwise stated.
이하 첨부한 도면을 참조하여 본 발명의 바람직한 실시 예를 상세하게 설명한다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.
본 발명의 드릴비트는 상방으로부터 공급되는 유체를 이용하여 지반 천공시 드릴비트 및 드릴비트 상방의 드릴로드 구간에 쌓이는 굴착 슬라임을 동시에 제거하는 것이 가능하며, 좀 더 효과적으로 드릴로드 구간의 굴착 슬라임을 지상으로 배출하여 천공속도를 높일 수 있는 것이다.The drill bit of the present invention is capable of simultaneously removing the drilling slime accumulated in the drill bit and the drill rod section above the drill bit at the time of the ground drilling by using the fluid supplied from above, and more effectively the drilling slime of the drill rod section By discharging it to increase the drilling speed.
본 발명의 설명에 있어서, 상기 굴착 슬라임은 굴착이 완료되어 천공홀 내에서 부유하거나 드릴로드 구간의 스크류에 얹혀 있는 잔여 슬라임을 의미하는 것이다.In the description of the present invention, the excavation slime means that the excavation is completed and the remaining slime floating in the drilling hole or placed on the screw of the drill rod section.
도 1은 본 발명의 바람직한 실시 예의 구성을 보여주는 사시도이다. 도 1에 도시된 본 발명의 드릴비트(2)는 스크류(8)가 설치된 오거비트로서, 드릴비트(2)의 상단에는 드릴로드와 체결되는 드릴비트 조인트(4)를 형성하고, 드릴비트(2) 내부에는 유체공급통로(6)를 통해 상방으로부터 공급되는 유체의 흐름을 조절하게 구성한다.1 is a perspective view showing the configuration of a preferred embodiment of the present invention. The drill bit 2 of the present invention shown in FIG. 1 is an auger bit provided with a screw 8, and forms a drill bit joint 4 engaged with a drill rod at an upper end of the drill bit 2, and drill bit ( 2) It is configured to regulate the flow of the fluid supplied from above through the fluid supply passage (6).
본 발명에서는 슬라임을 배출하기 위해 공급되는 유체로 압축공기, 물 등을 사용할 수 있으며, 바람직하게는 고압으로 압축된 공기를 공급하는 것이 효과적이다.In the present invention, compressed air, water, and the like may be used as the fluid supplied to discharge the slime, and preferably, it is effective to supply compressed air at high pressure.
드릴비트(2)에서 유체 흐름을 조절하는 구성을 설명하기 위해 도 2 내지 도 3을 참조하기로 한다.Reference will be made to FIGS. 2 to 3 to describe the configuration of adjusting the fluid flow in the drill bit 2.
도 2는 본 발명의 드릴비트 내에서 유체가 분기되는 구성을 보여주는 부분 단면도이며, 도 3은 도 1의 단면 구성도이다.2 is a partial cross-sectional view showing a configuration in which the fluid is branched in the drill bit of the present invention, Figure 3 is a cross-sectional configuration of FIG.
유체공급통로(6)를 통해 공급되는 유체는 드릴비트(2) 하부의 토출구(18)와 함께 유체의 흐름을 상향 분사되게 하는 상향분사통로(14)를 통해 배출된다.The fluid supplied through the fluid supply passage 6 is discharged through the upward injection passage 14 to upwardly inject the flow of the fluid together with the discharge port 18 under the drill bit 2.
드릴비트(2)에 의한 천공작업 중 발생하는 굴착 슬라임은 천공 바닥면으로 분사되는 유체와 함께 상방으로 배출되나, 상방으로 배출되는 슬라임이 드릴로드와 드릴로드에 설치된 스크류(8)에 쌓임에 따라 회전하는 드릴로드와 천공홀 벽체와의 저항이 증가하여 천공작업 속도가 느려지게 된다. 이에 따라 토출구(18)를 통해 분사되는 유체의 흐름을 드릴비트(2)에서 직접 상향으로 변화시켜 드릴로드 구간에 쌓인 슬라임을 강력한 유체의 직접적인 배출로 제거하는 것이 필요하다.Excavation slime generated during drilling by the drill bit 2 is discharged upward with the fluid injected to the bottom of the drilling, but as the slime discharged upward is accumulated on the drill rod and the screw 8 installed on the drill rod. The resistance between the rotating drill rod and the hole in the wall increases, which slows down the drilling operation. Accordingly, it is necessary to change the flow of the fluid injected through the discharge port 18 directly from the drill bit 2 to remove the slime accumulated in the drill rod section by the direct discharge of the strong fluid.
본 발명에서는 천공홀 내의 부유 슬라임을 제거하기 위해 유체공급통로(6)를 통해 토출구(18)로 분사되는 유체의 흐름을 드릴비트(2)에서 방향을 상방으로 변화시켜 드릴로드 구간에 쌓인 슬라임을 직접 배출시키기 위한 상향분사통로(14)를 드릴비트(2)에 형성한다.In the present invention, the slime accumulated in the drill rod section by changing the direction of the fluid injected into the discharge port 18 through the fluid supply passage 6 to remove the floating slime in the drilling hole upward direction An upward injection passage 14 for direct discharge is formed in the drill bit 2.
상기 상향분사통로(14)는 드릴비트(2) 내의 연결통로(30)에서 유체공급통로(6)와 연통되어 형성되며, 상방에서 공급되는 유체의 흐름을 드릴비트(2)에서 상향으로 바로 배출되도록 변화시켜 드릴로드에 부착되거나 스크류에 쌓이는 슬라임을 배출할 수 있다. 상향분사통로(14)는 드릴비트(2)에 다수 형성할 수 있으며, 본 발명의 실시 예에서는 2개 이상 형성하는 것이 바람직하다. 더욱이 가능한 드릴비트(2) 하부에 설치하는 것이 더욱 효과적이다.The upward injection passage 14 is formed in communication with the fluid supply passage 6 in the connection passage 30 in the drill bit 2, and directly discharges the flow of the fluid supplied from the upward upward from the drill bit (2) Changes can be made so that the slime attached to the drill rod or accumulated on the screw can be discharged. A plurality of upward injection passage 14 can be formed in the drill bit (2), it is preferable to form two or more in the embodiment of the present invention. Furthermore, it is more effective to install under the drill bit 2 possible.
본 발명의 상향분사통로(14)는 드릴비트(2) 몸체를 따라 상방으로 비스듬하게 형성되어 있어 상향분사통로(14)의 출구 분사방향이 천공홀 벽면으로 향하게 되어 드릴비트(2)와 드릴로드의 외측이나 스크류 주변에 직접적으로 유체를 분사할 수 없어 상향 배출력이 감소된다.The upward injection passage 14 of the present invention is formed obliquely upward along the body of the drill bit 2, so that the outlet injection direction of the upward injection passage 14 is directed to the wall of the drilled hole, and thus the drill bit 2 and the drill rod. It is not possible to inject fluid directly on the outside of the screw or around the screw, reducing the upward discharge force.
본 발명의 실시 예에서는 상향분사통로(14)의 출구 측에 유체가 수직방향으로 직접 분사될 수 있도록 함과 함께 분사되는 유체의 각도를 조절할 수 있는 분사조절부재(10)가 설치되며, 분사조절부재(10)를 조절하여 상향분사통로(14)를 통해 분사되는 유체의 분사위치와 분사방향이 실시간으로 바뀌도록 구성할 수도 있다.In the embodiment of the present invention, the injection control member 10 is installed on the outlet side of the upward injection passage 14 to control the angle of the fluid to be injected and to allow the fluid to be directly injected in the vertical direction, injection control By adjusting the member 10 may be configured to change the injection position and the injection direction of the fluid injected through the upward injection passage (14) in real time.
드릴로드 구간의 굴착 슬라임을 배출하기 위해서는 드릴로드 구간에 설치된 스크류(8)의 배치각도, 배치간격 등을 고려하여 상향분사되는 유체가 바로 스크류에 부딪치지 않게 하여야 한다. 따라서 본 발명에서는 유체의 분사위치와 좌우 분사각도를 조절하기 위해 분사조절부재(10)의 설치 위치 및 설치 각도를 조절하여 설치하는 것이 바람직하다.In order to discharge the excavation slime of the drill rod section, it is necessary to prevent the fluid injected upwards from directly hitting the screw in consideration of the arrangement angle and the arrangement interval of the screw 8 installed in the drill rod section. Therefore, in the present invention, it is preferable to install and adjust the installation position and the installation angle of the injection control member 10 to adjust the injection position and the right and left injection angle of the fluid.
분사조절부재(10)는 상향분사통로(14)의 출구를 감싸는 형태로 설치되며, 상방으로 비스듬하게 형성된 통로를 따라 분사되는 유체의 방향이 상향으로 바로 분사될 수 있게 한다. 더욱이, 분사조절부재(10)의 출구방향을 좌우로 회전하여 설치할 수 있어 유체의 분사각도를 조절하는 것이 가능하다.The injection control member 10 is installed in a form surrounding the outlet of the upward injection passage 14, so that the direction of the fluid to be injected along the passage formed obliquely upward can be directly injected upward. Moreover, the outlet direction of the injection control member 10 can be rotated to the left and right to adjust the injection angle of the fluid.
본 발명에서는 유체공급통로(6)를 통해 공급되는 유체 중 상향분사통로(14)로 분사되는 유체량을 조절할 수 있다. In the present invention, it is possible to adjust the amount of fluid injected into the upward injection passage 14 of the fluid supplied through the fluid supply passage (6).
도 4는 상향분사통로(14)를 통해 분사되는 유체량을 조절하기 위한 구성을 보여주는 도면이다.4 is a view showing a configuration for adjusting the amount of fluid injected through the upward injection passage (14).
이를 참조하여 설명하면, 드릴비트(2)에는 유체공급통로(6)를 통해 공급된 유체가 배출되는 토출구(18)의 개방 정도를 조절하여 상향분사통로(14)로 분사되는 유체량을 조절한다.Referring to this, the drill bit 2 controls the amount of fluid injected into the upward jet passage 14 by adjusting the opening degree of the discharge port 18 through which the fluid supplied through the fluid supply passage 6 is discharged. .
본 발명의 실시 예에서는 천공홀 바닥면으로 유체를 분사하는 토출구(18)의 개폐를 조절함으로써 결과적으로 상향분사통로(14)로 분사되는 유체량을 조절하는 개폐조절부(12)를 구비한다.In the embodiment of the present invention is provided with an opening and closing control unit 12 for controlling the opening and closing of the discharge port 18 for injecting the fluid to the bottom of the drilling hole consequently to control the amount of fluid injected into the upward injection passage (14).
본 발명의 바람직한 실시 예에서는 개폐조절부(12)를 나사형태로 형성하여 드릴비트(2)의 벽체 하부를 관통하여 마주보게 설치되고, 개폐조절부(12)에 의해 전후방으로 슬라이딩 작동하며 토출구(18)를 개폐시키는 직선작동편(20)이 나사체결된다.In a preferred embodiment of the present invention, the opening and closing adjustment unit 12 is formed in the form of a screw to face through the lower wall of the drill bit (2), the sliding operation in the front and rear by the opening and closing adjustment unit 12 and discharge port ( 18, the linear operation piece 20 for opening and closing is screwed in.
개폐조절부(12)와 나사체결된 직선작동편(20)은 개폐조절부(12)의 나사조임과 풀림에 의해 전후방으로 작동하며 토출구(18)를 단계적으로 개폐함으로써 토출구(18)를 통해 분사되는 유체량을 천공지반의 지층종류에 따라 조절할 수 있다.The linear actuating piece 20 screwed into the opening and closing adjustment part 12 operates in the front and rear by tightening and loosening the opening and closing adjustment part 12, and is sprayed through the discharge hole 18 by opening and closing the discharge port 18 step by step. The amount of fluid to be made can be adjusted according to the type of strata of the perforated ground.
예를 들어, 천공 시작부터 드릴비트(2) 회수까지 토출구(18)를 전부 막아서 슬라임 배출용 유체가 항상 100% 상향분사되게 할 수 있으며, 천공 시작부터 드릴회수까지 50%는 토출구(18)를 통해 천공홀 바닥의 슬라임을 불어 올리고 나머지 50%는 상향분사되게 할 수 있는 것이다.For example, it is possible to block the discharge outlet 18 from the start of drilling to the recovery of the drill bit 2 so that the slime discharge fluid is always 100% upwardly sprayed, and 50% from the start of drilling to the number of drills to discharge the outlet 18. Blow slime at the bottom of the drill hole through the remaining 50% can be injected upward.
천공 시작부터 드릴비트(2) 회수까지 토출구(18)를 전부 막아서 슬라임 배출용 유체가 항상 100% 상향분사되게 할 경우에는 유체를 상향분사하기 위한 상향분사통로(14)를 드릴비트(2)의 최하단부에 형성하는 것이 효과적이다.When the discharge port 18 is completely blocked up from the start of drilling until the number of drill bits 2 is collected so that the slime discharge fluid is always 100% upwardly injected, the upward injection passage 14 for upwardly spraying the fluid is formed on the drill bit 2. It is effective to form at the bottom end.
천공홀 바닥면으로 분사되는 유체량과 상향으로 직접 분사되는 유체량의 비율은 천공작업 전에 미리 조절하거나, 드릴로드의 승강에 따라 수시로 드릴비트(2)에서 조절하거나, 외부에서 전기적 제어에 의한 원격조종으로 모터와 같은 구동장치를 드릴비트(2)에 설치하는 것도 가능하다. 또한, 공급되는 유체압이나 외부에 연결된 견인줄 등에 의해 조절할 수도 있다.The ratio of the amount of fluid injected into the bottom of the drilling hole and the amount of fluid directly injected upward is controlled in advance before the drilling operation, or by the drill bit 2 at any time according to the elevation of the drill rod, or by remote control by electrical control from the outside. It is also possible to install a drive such as a motor in the drill bit 2 by steering. In addition, it can also be adjusted by the supplied fluid pressure or externally connected to the pull cord.
이때, 드릴로드의 승강에 따라 수시로 조절하거나 외부에서 원격조종하는 경우 천공작업중에는 유체가 하향으로 분사되는 비율을 높이고, 드릴을 회수하는 동안이나 천공작업 중 강력한 상향분사가 필요한 경우에는 수시로 상향분사 비율을 높일 수 있으며, 공급되는 유체 중 대부분이 상향분사되게 구성할 수 있다.At this time, when the drill rod is raised or lowered at any time or remotely controlled from the outside, the ratio of the fluid is injected downward during the drilling operation, and the upward spraying ratio is frequently used when a strong upward injection is required during the recovery of the drill or during the drilling operation. It can be increased, and most of the fluid supplied can be configured to be upward sprayed.
도 4를 참조하여 개폐조절부(12)에 의한 상향분사통로(14)를 통해 분사되는 유체량을 조절하는 구성을 살펴보면, 도 4에 도시된 작동도는 천공작업 전에 미리 조절하여 천공시작부터 드릴비트(2)회수까지 하향분사와 상향분사되는 유체비율이 고정된 상태로 작동하는 것이다.Looking at the configuration for adjusting the amount of fluid injected through the upward injection passage 14 by the opening and closing control unit 12 with reference to Figure 4, the operation shown in Figure 4 is adjusted in advance before the drilling operation from the start of drilling It is operating with a fixed ratio of the fluid injected down and up to the number of bits (2).
드릴비트(2)를 회수하거나 천공작업 중 선택적으로 드릴로드 구간의 스크류(8)에 쌓인 굴착 슬라임을 상방으로 배출하기 위해서 천공작업 전에 미리 도 4의 (b),(c)와 같이 개폐조절부(12)를 조여 직선작동편(20)을 드릴비트(2) 심부로 밀어넣음으로써 토출구(18)를 원하는 비율대로 막아 상향분사되는 비율을 조절할 수 있다.In order to recover the drill bit 2 or to discharge the excavation slime accumulated in the screw 8 of the drill rod section upwardly during the drilling operation, the opening / closing adjustment part as shown in FIG. 4 (b) and (c) before drilling. By tightening (12), the straight working piece 20 is pushed into the drill bit 2 core to block the discharge port 18 in a desired ratio, thereby adjusting the upward spraying rate.
상향분사통로(14)로 분사되는 유체량은 천공하는 지반의 특성과 유체공급량 및 공급압력 등의 여건을 고려하여 조절가능한 것이다. 본 발명에서는 유체공급통로(6)를 통해 공급되는 유체 중 50%이상이 상향분사통로(14)를 통해 분사되게 형성하며, 바람직하게는 70%이상 배출되게 한다. 토층에 따라서는 천공홀 바닥면으로 유체를 분사하는 토출구(18) 전부를 막아 슬라임 배출용 유체가 모두 상향분사통로(14)로 배출되게 하는 것이 가장 효과적일 수도 있다.The amount of fluid injected into the upward injection passage 14 is adjustable in consideration of the characteristics of the ground to be drilled and the conditions of the fluid supply amount and the supply pressure. In the present invention, 50% or more of the fluid supplied through the fluid supply passage 6 is formed to be injected through the upward injection passage 14, preferably 70% or more to be discharged. Depending on the soil layer, it may be most effective to block all of the discharge holes 18 for injecting the fluid into the bottom surface of the drilling hole so that all of the slime discharge fluid is discharged to the upward injection passage 14.
또한, 유체공급통로(6)를 통해 공급된 유체 중 일부는 상향분사통로(14)를 통해 항상 흐름 방향이 상향으로 전환되어 분사되게 하고, 나머지 일부는 개폐조절부(12)에 의해 개폐조절되어 상향분사되는 유체와 천공홀 바닥면으로 분사되는 유체가 조절가능하게 구성할 수도 있다.In addition, some of the fluid supplied through the fluid supply passage (6) is always the flow direction is turned upward through the upward injection passage 14 to be injected, the other part is opened and closed controlled by the opening and closing control unit 12 The fluid to be sprayed upward and the fluid injected to the bottom surface of the drilling hole may be configured to be adjustable.
본 발명에서는 유체공급통로(6)로 공급된 유체가 토출구(18)를 통해 천공홀 바닥면으로 분사되는 비율과 상향분사통로(14)에 의해 분사방향을 상향으로 바꾸어 직접 분사되는 비율은 지층에 따라 조절하는 것이 좋다.In the present invention, the ratio of the fluid supplied to the fluid supply passage 6 is injected to the bottom surface of the drilling hole through the discharge port 18 and the ratio of the direct injection by upwardly changing the injection direction by the upward injection passage 14 to the ground layer. It is good to adjust accordingly.
도 5 내지 도 9는 본 발명의 다른 실시 예에 따른 드릴비트의 구성을 보여주는 도면으로, 도 5는 본 발명의 다른 실시 예의 전체구성을 보여주는 사시 구성도이다.5 to 9 are views showing the configuration of a drill bit according to another embodiment of the present invention, Figure 5 is a perspective configuration diagram showing the overall configuration of another embodiment of the present invention.
도 5를 참조하면, 본 발명의 드릴비트(2a)는 스크류(8)의 단부에 굴착용 드릴팁(22)을 다수 설치하고 드릴비트(2a)에서 상하작동가능하게 설치된 슬라이더(24)가 드릴비트(2a)에 삽입되어 설치되며 슬라이더(24)의 끝단에도 다수의 드릴팁(22)이 설치된다.Referring to Figure 5, the drill bit (2a) of the present invention is installed a plurality of drilling drill tip 22 to the end of the screw (8) and the slider 24 is installed in the drill bit (2a) operable up and down drill It is inserted and installed in the bit 2a, and a plurality of drill tips 22 are also installed at the end of the slider 24.
드릴비트(2a)의 외주연에는 천공홀 바닥면으로 분사되는 유체의 흐름을 드릴로드 구간인 상향으로 직접분사하기 위한 상향분사통로(14a)가 형성되며, 상향분사통로(14a)의 출구측에는 필요에 따라 유체의 분사위치와 분사각도를 조절하는 분사조절부재(10a)가 설치될 수 있다. 해머형 드릴비트의 경우에는 분사조절부재(10a) 없이 유체가 수직 상향으로 분사되게 구성하는 것이 바람직하다.On the outer periphery of the drill bit (2a) is formed an upward injection passage 14a for direct injection of the flow of the fluid injected to the bottom surface of the drilling hole upward, which is a drill rod section, is required on the exit side of the upward injection passage (14a) In accordance with the injection control member 10a for adjusting the injection position and the injection angle of the fluid may be installed. In the case of a hammer-type drill bit, it is preferable to configure the fluid to be injected vertically upward without the injection control member 10a.
도 6은 본 발명에 따른 드릴비트(2a)의 내부 구조를 보여주는 A-A'단면도로, 드릴비트(2a)의 심부에는 유체공급통로(6)와 연결설치되고 유체분기통로(28)가 형성된 사각 통체의 유체흐름관(26)이 설치된다. 6 is a cross-sectional view taken along the line A-A 'showing the internal structure of the drill bit 2a according to the present invention. The core portion of the drill bit 2a is connected to the fluid supply passage 6 and the fluid branch passage 28 is formed. A square tube fluid flow pipe 26 is provided.
유체흐름관(26)의 외주연을 빙둘러서는 상하작동가능하게 설치된 슬라이더(24)가 감싸는 형태로 구비되며, 슬라이더(24)에는 유체의 흐름을 상향분사통로(14a)로 변경하기 위한 연결통로(30)가 다수 형성된다. 연결통로(30)는 드릴비트(2a) 외주연에 형성된 상향분사통로(14a)의 개수에 맞게 형성되는 것이 바람직하나, 상향분사통로(14a)와 통합된 하나의 공간을 형성할 수 있으며, 슬라이더(24)의 상하작동에 의해 연결통로(30)와 상향분사통로(14a)가 일치되어 연통된다.The slider 24 is provided to surround the outer periphery of the fluid flow pipe 26 so as to be wrapped up and down, and the slider 24 has a connecting passage for changing the flow of the fluid into the upward jet passage 14a. A large number 30 is formed. The connection passage 30 is preferably formed in accordance with the number of the upward injection passage 14a formed on the outer periphery of the drill bit 2a, but may form a space integrated with the upward injection passage 14a. By the up and down operation of (24), the connecting passage 30 and the upward injection passage 14a coincide and communicate.
본 발명에서는 슬라이더(24)의 상하작동에 의한 연결통로(30)와 상향분사통로(14a)의 연통시에 유체공급통로(6)로 공급되어 드릴비트(2a)를 통과하여 천공홀 바닥면으로 분사되는 유체의 흐름을 개폐할 수 있는 회전작동편(32)이 유체흐름관(26) 일단 양측에 설치된다.In the present invention, when the connecting passage 30 and the upward spray passage (14a) by the vertical movement of the slider 24 is supplied to the fluid supply passage (6) and passes through the drill bit (2a) to the bottom hole hole Rotating operation piece 32 which can open and close the flow of the injected fluid is installed at both ends of the fluid flow pipe 26.
도 7을 참조하여 슬라이더(24)의 상하작동시 유체의 분사방향이 변경되는 구성을 설명한다.Referring to FIG. 7, the configuration in which the injection direction of the fluid is changed during the vertical operation of the slider 24 will be described.
도 7의 (a)는 천공작업 중 천공홀 바닥면의 슬라임을 외부로 배출하기 위해 유체를 드릴비트(2a) 하방으로 분사하는 것이며, (b)는 천공작업이 완료되어 드릴비트(2a)를 회수하거나 드릴로드 구간으로 직접 유체가 분사될 수 있도록 분사방향을 변경하는 작동구성을 보여준다.Figure 7 (a) is to inject the fluid downward to the drill bit (2a) in order to discharge the slime of the bottom surface of the drilling hole during the drilling operation, (b) is a drill bit (2a) to complete the drilling operation Demonstrates an operating configuration to change the direction of injection so that fluid can be withdrawn or injected directly into the drill rod section.
이를 설명하면, 천공작업중에는 오퍼레이터가 드릴로드를 내리게 되므로 드릴비트(2a) 바닥이 천공홀 바닥에 닿게 되어 도 7의 (a)와 같이 연결통로(30)와 상향분사통로(14a)가 어긋나 연통되지 않아 유체공급통로(6)로 공급된 유체 모두가 드릴비트(2a)의 하방으로 분사되어 천공홀 바닥면의 슬라임을 상방으로 밀어올리게 된다.To explain this, the operator lowers the drill rod during the drilling operation so that the bottom of the drill bit 2a touches the bottom of the drilling hole so that the connection passage 30 and the upward injection passage 14a are in communication with each other as shown in FIG. As a result, all of the fluid supplied to the fluid supply passage 6 is injected below the drill bit 2a to push the slime of the bottom surface of the drilling hole upward.
드릴비트(2a)에 의해 천공작업이 완료되어 드릴비트(2a)를 회수하거나 드릴로드 구간의 스크류(8)에 슬라임이 끼여 작업이 원활하지 못할 경우에는 도 7의 (b)에서와 같이 드릴로드를 들어올리면 하중에 의해 드릴비트(2a) 내의 슬라이더(24)가 하강작동하게 된다.When the drilling operation is completed by the drill bit 2a to recover the drill bit 2a or the slime is caught in the screw 8 of the drill rod section, the operation is not smooth. As shown in FIG. When the lifter lifts up, the slider 24 in the drill bit 2a is lowered by the load.
슬라이더(24)의 하강작동에 의해 어긋나 있던 연결통로(30)와 상향분사통로(14a)가 연통되어 유체의 흐름이 상향으로 직접 분사되며, 이때 드릴비트(2a) 하방으로 분사되는 유체의 흐름은 차단되도록 회전작동편(32)가 스윙작동하여 유체공급통로(6)와 연통되어 형성되는 유체분기통로(28)를 막게 된다.The connection passage 30 and the upward injection passage 14a which are shifted by the lowering operation of the slider 24 communicate with each other, and the flow of the fluid is directly injected upward. At this time, the flow of the fluid injected below the drill bit 2a is The rotary operation piece 32 is swinged to block the fluid branch passage 28 formed in communication with the fluid supply passage 6 so as to be blocked.
회전작동편(32)의 작동구성을 설명하면, 천공작업중에는 유체의 흐름이 드릴비트(2a) 하방으로 분사될 수 있도록 도 7의 (a)와 같이 유체분기통로(28)를 개방한 상태가 되며, 드릴비트(2a)의 회수 및 선택적으로 드릴비트(2a)를 들어올릴 경우에는 양측의 회전작동편(32)가 슬라이더(24)의 경사면(34)을 타고 내측으로 밀려나며 스욍작동하여 맞닿게 되면서 유체분기통로(28)를 폐쇄한다.Referring to the operation configuration of the rotary operation piece 32, during the drilling operation, the fluid branch passage 28 is opened as shown in FIG. 7A so that the flow of fluid can be injected below the drill bit 2a. When the number of the drill bits 2a and the number of the drill bits 2a are selectively lifted, the rotating operation pieces 32 on both sides are pushed inwards by pushing the inclined surface 34 of the slider 24 and swung to fit. While closing, the fluid branch passage 28 is closed.
즉, 슬라이더(24)의 상하작동에 의해 유체공급통로(6)와 상향분사통로(14a)가 상호보완적으로 개폐되어 유체의 흐름 방향이 변경되는 것이다.That is, the fluid supply passage 6 and the upward injection passage 14a are opened and closed complementarily by the vertical operation of the slider 24 to change the flow direction of the fluid.
본 발명의 실시 예에서는 유체분기통로(28)를 사각형으로 형성하고, 양측의 회전작동편(32)도 사각형으로 형성하여 회전작동편(32)에 의해 유체분기통로(28) 전체가 폐쇄됨으로써 유체 모두가 연결통로(30)를 통해 상향분사통로(14a)로 분사되도록 한다.In the exemplary embodiment of the present invention, the fluid branch passage 28 is formed in a quadrangle, and both the rotary operation pieces 32 are also formed in a quadrangle so that the entire fluid branch passage 28 is closed by the rotary operation piece 32, thereby providing a fluid. All are to be injected into the upward injection passage (14a) through the connecting passage (30).
유체분기통로(28)를 원통형으로 형성할 경우에는 회전작동편(32)를 반원형태로 형성할 수 있으며, 회전작동편(32)를 상기에서와 같이 사각형으로 형성하여 공급된 유체 중 일부는 상향분사통로(14a)로, 나머지는 토출구(18)를 통해 천공홀 바닥면으로 분사되게 하는 것도 가능하다.When the fluid branch passage 28 is formed in a cylindrical shape, the rotary operation piece 32 may be formed in a semicircle shape, and the rotary operation piece 32 may be formed in a quadrangle as described above, so that some of the fluid supplied may be upward. With the injection passage 14a, the remainder can be sprayed to the bottom surface of the drilled hole through the discharge port 18.
이때에는 공급되는 유체의 50%이상이 상향분사통로(14a)를 통해 상향분사되게 하며, 바람직하게는 70%이상의 유체가 상향분사되게 하는 것이 효과적이다.At this time, more than 50% of the fluid to be supplied is upward sprayed through the upward injection passage (14a), preferably more than 70% of the fluid is effective to upward spray.
본 발명의 실시 예에서는 상하로 스욍회전하며 유체공급통로(6)를 개폐하는 구성으로 설명하였으나, 좌우 회전하며 유체공급통로(6)와 토출구(18)를 개폐하는회전작동편(30)을 설치하는 것도 가능하다.In the embodiment of the present invention has been described as a configuration for opening and closing the fluid supply passage 6 while rotating up and down, it is installed left and right rotating operation piece 30 for opening and closing the fluid supply passage 6 and the discharge port 18 It is also possible.
본 발명에서는 슬라이더(24)의 상하작동시 이를 제한하기 위한 고정핀(38)을 드릴비트(2a)에 설치한다.In the present invention, the fixing pin 38 for limiting the vertical movement of the slider 24 is installed in the drill bit 2a.
도 8 내지 도 9를 참조하여 고정핀(38)에 의해 슬라이더(24)의 승강작동을 제한하는 구성을 설명한다.8 to 9, a configuration of limiting the lifting operation of the slider 24 by the fixing pin 38 will be described.
도 8은 본 발명의 드릴비트(2a)의 B-B'단면도로, 승강작동하는 슬라이더(24)의 일단 양측에는 작동공간부(36)를 형성하고, 드릴비트(2a) 케이스에 고정되어 상기 작동공간부(36)에서 이동가능하게 설치된 고정핀(38)을 구비한다.FIG. 8 is a cross-sectional view taken along line B-B 'of the drill bit 2a of the present invention, and on one side of the slider 24 for lifting and lowering, an operating space 36 is formed and fixed to the case of the drill bit 2a. Fixing pin 38 is provided to be movable in the operating space (36).
도 9는 고정핀(38)에 의한 슬라이더(24)의 승강작동을 제한하는 작동구성을 보여주는 것으로, 드릴비트(2a)에 의해 천공작업중에는 도 9의 (a)와 같이 슬라이더(24)가 드릴비트(2a) 내로 삽입된 상태이며, 작업이 완료되어 드릴비트(2a)를 회수하거나 천공작업중 드릴로드 구간에 쌓인 슬라임을 제거하기 위해 드릴비트(2a)를 들게 되는 경우에는 슬라이더(24)의 하중으로 하강작동하게 되는데, 이때 슬라이더(24)의 하강작동 범위는 작동공간부(36)의 상하 길이만큼 작동한다. 9 shows an operation configuration for limiting the lifting operation of the slider 24 by the fixing pin 38. During drilling by the drill bit 2a, the slider 24 drills as shown in FIG. 9 (a). When the bit is inserted into the bit 2a and the work is completed to lift the drill bit 2a to recover the drill bit 2a or to remove the slime accumulated in the drill rod section during the drilling operation, the load of the slider 24 is applied. The lowering operation is performed, wherein the lowering operation range of the slider 24 is operated by the vertical length of the operating space 36.
슬라이더(24)가 하강작동하다가 작동공간부(36)의 상단에 확장제한턱이 걸려 더 이상 아래로 내려가지 못하면서 확장이 제한됨에 따라 도 7에서와 같이 연결통로(30)와 상향분사통로(14a)가 연통되고 회전작동편(32)에 의해 드릴비트(2a) 하방으로 유체가 분사되는 유체분기통로(28)를 차단하여 유체의 흐름이 드릴로드 구간, 즉 드릴비트(2a)의 상향으로 바뀌어 직접 분사된다.As the slider 24 is lowered and the expansion limit is caught on the upper end of the working space 36, the expansion is restricted while it is not lowered further. As shown in FIG. 7, the connection passage 30 and the upward injection passage 14a are restricted. Is in communication with the fluid branch passage 28 through which the fluid is injected below the drill bit 2a by the rotary operation piece 32 so that the flow of the fluid is changed to the upper portion of the drill rod section, that is, the drill bit 2a, so as to directly Sprayed.
본 발명에서는 드릴로드 구간에 스크류(8)가 설치된 오거비트 형태의 드릴비트(2)(2a)를 실시 예로 설명하였으나, 도 10 내지 도 11에 도시된 바와 같이 해머의 타격으로 지반을 천공하는 해머형 드릴비트(2b)에도 동일한 구성으로 적용가능한 것임을 이해하여야 할 것이다. 더욱이 해머비트의 경우에는 해머의 계속적인 충격에 의해 드릴로드 파이프 외측과 스크류(8)에 슬라임이 부착되기 어려우므로 슬라임 배출이 더욱 용이할 수 있다.In the present invention, the drill bit (2) (2a) of the auger bit type provided with a screw (8) in the drill rod section has been described as an example, as shown in Figures 10 to 11 hammer to punch the ground by the hammer hit It will be appreciated that the drill bit 2b is also applicable in the same configuration. Moreover, in the case of the hammer bit, the slime may be more easily attached to the outside of the drill rod pipe and the screw 8 due to the continuous impact of the hammer.
본 발명의 실시 예에서는 드릴비트(2a) 내에 삽입설치되어 승강작동하는 슬라이더(24)의 구성을 설명하였으나 드릴비트(2a)에 슬라이더(24)가 삽입되는 형태가 아닌 드릴비트(2a) 상부가 드릴팁(22)이 장착된 외측의 슬라이드(24)에 끼워지게 구성하고 외측 슬라이드(24)의 상하이동에 의해 유체공급통로(6)가 개폐되게 하는 것도 가능하다.In the exemplary embodiment of the present invention, the configuration of the slider 24 inserted into the drill bit 2a to move up and down has been described, but the upper portion of the drill bit 2a is not formed in the slider 24 into the drill bit 2a. It is also possible to configure the drill tip 22 to be fitted to the outer slide 24, and to allow the fluid supply passage 6 to be opened and closed by moving the outer slide 24.
미설명부호 40은 생크부재이다. Reference numeral 40 is a shank member.
본 발명에서는 유체공급통로(6)와 상향분사통로(14a)의 개폐가 지연작동되게 구성하여 천공작업 완료 직후에 천공홀 바닥에 남아 있는 잔여슬라임을 충분히 제거한 다음 상향분사로 유체의 흐름을 전환하여 드릴비트(2b) 외측과 드릴로드 구간의 부유슬라임을 제거하도록 구성한다.In the present invention, the opening and closing of the fluid supply passage (6) and the upward injection passage (14a) is configured to delay the operation to remove the remaining slime remaining on the bottom of the drilling hole immediately after completion of the drilling operation, and then switch the flow of the fluid to the upward injection It is configured to remove the floating slime of the drill bit (2b) outside and the drill rod section.
도 12는 본 발명의 실시 예에 따른 상향분사통로(14a)가 지연되어 개폐되는 작동을 보여주는 작동도이다.12 is an operation diagram showing an operation of opening and closing the upward injection passage 14a is delayed according to an embodiment of the present invention.
본 발명에서 설명하는 유체공급통로(6)와 상향분사통로(14a)의 개폐를 지연작동하는 구성은 슬라이더(24)에 의한 유체의 흐름 방향 전환시에 즉시 분사방향이 상향으로 변환되는 것이 아니라 일정시간 상향분사통로(14a)로의 유체 흐름을 지연시켜 공급된 유체 모두가 천공홀 바닥의 잔여슬라임을 제거하기 위해 사용되고, 바닥의 잔여슬라임을 먼저 제거한 후에 상향분사통로(14a)로 유체의 흐름을 전환하여 상향으로 부유슬라임을 밀어올리게 되는 것이다.In the configuration for delaying the opening and closing of the fluid supply passage 6 and the upward injection passage 14a described in the present invention, the injection direction is not immediately converted upward when the flow direction of the fluid is changed by the slider 24, but is fixed. Delays the flow of fluid to the time upward injection passage 14a so that all of the supplied fluid is used to remove residual slime at the bottom of the hole, and the flow of the fluid is switched to the upward injection passage 14a after first removing the residual slime at the bottom. This will push up the floating slime.
본 발명의 드릴비트(2b) 일부를 구성하면서 끼움 형태로 승강작동하는 슬라이더(24)에 의해 유체공급통로(6)가 개폐되어 유체가 상향분사통로(14a)를 통해 상향분사되게 하는 구성을 살펴보면, 도 12의 (a)와 같이 천공작업 중에는 오퍼레이터가 드릴로드와 함께 상하 이동하며 지상의 천공기에서 제공되는 회전력을 드릴비트(2b)에 전달함과 함께 드릴비트(2b)의 탈락을 방지하는 드라이브서브(42)를 내리게 되므로 드릴비트(2b) 바닥면이 천공홀 바닥면과 맞닿아 있어 토출구(18)가 개방되어 천공작업 중 발생하는 바닥면의 슬라임을 상방으로 불어 올리게 된다.Looking at the configuration in which the fluid supply passage (6) is opened and closed by the slider (24) to move up and down to form a part of the drill bit (2b) of the present invention so that the fluid is injected upward through the upward injection passage (14a) 12, the operator moves up and down with the drill rod during the drilling operation as shown in FIG. 12A, and transmits the rotational force provided from the ground drill to the drill bit 2b and prevents the drill bit 2b from falling off. Since the sub 42 is lowered, the bottom surface of the drill bit 2b is in contact with the bottom surface of the drilling hole, so that the discharge port 18 is opened to blow up the slime of the bottom surface generated during the drilling operation.
천공작업 중 도 12의 (b)에서와 같이 오퍼레이터에 의해 드라이브서브(42)를 약간 들어올리게 되면 해머작동이 되지 않음에 따라 해머작동에 쓰이던 유체까지 모두 토출구(18)로 분사된다. When the drive sub 42 is slightly lifted by the operator as shown in FIG. 12 (b) during the drilling operation, all of the fluid used for the hammer operation is injected into the discharge port 18 as the hammer operation is not performed.
예를 들면, 천공경 Ø475 해머비트의 경우 드라이브서브(42)를 드릴비트(2b) 몸체로부터 최대 60mm 정도까지 들어올릴 수 있으며, 약 40mm 이상 들어올리면 해머작동에 쓰이던 유체가 토출구(18)로 분사되는 것이다.For example, in the case of the boring diameter Ø475 hammer bit, the drive sub 42 may be lifted up to about 60 mm from the body of the drill bit 2b, and when about 40 mm or more is lifted, the fluid used for hammer operation is injected into the discharge port 18. Will be.
공급된 유체 모두가 토출구(18)로 분사됨으로써 천공홀 바닥에 남아 있는 잔여슬라임을 드릴비트(2b) 외측의 수직배출구를 통하여 확 불어 올리게 되는데, 이때는 드라이브서브(42)를 들어올렸지만 드릴비트(2b)가 상승하지는 않아 슬라이더(24)가 하방작동하지 않게 되어 상향분사통로(14a)는 개방되지 않는 상태이다.All of the supplied fluid is injected into the discharge port 18 so that the remaining slime remaining on the bottom of the drill hole is blown up through the vertical discharge port outside the drill bit 2b. In this case, the drive sub 42 is lifted, but the drill bit 2b is raised. ) Does not rise so that the slider 24 does not operate downward, and the upward injection passage 14a is not opened.
즉, 상향분사통로(14a)로의 유체 흐름이 바로 이루어지지 않고 지연되는 것이다.That is, the fluid flow to the upward injection passage 14a is delayed instead of being made immediately.
이러한 상향분사통로(14a)의 지연작동 개방으로 인해 천공홀 바닥에 잔여슬라임이 상당히 남아 있더라도 드라이브서브(42)를 더 높이 들지않고 유지하고 있으면 완전히 제거될 수 있는 것이다.Due to the delayed opening of the upward injection path 14a, even if the residual slime remains in the bottom of the hole, the drive sub 42 can be completely removed if the drive sub 42 is not held higher.
천공홀 바닥의 잔여슬라임 제거가 완전히 이루어지면 도 12의 (c)와 같이 드라이브서브(42)를 더 들어올려 드릴비트(2b)를 회수하게 되는데, 드릴비트(2b)를 들어올림에 따라 슬라이더(24)가 하강하면서 토출구(18)가 폐쇄되고 상향분사통로(14a)가 개방되어 드릴비트(2b) 외측과 드릴로드 구간의 부유슬라임을 완전히 지상으로 배출하게 된다.When the remaining slime is completely removed from the bottom of the drilling hole, as shown in (c) of FIG. 12, the drive sub 42 is further lifted to recover the drill bit 2b. As the drill bit 2b is lifted, the slider ( As the 24 is lowered, the discharge port 18 is closed and the upward injection passage 14a is opened to completely discharge the floating slime of the drill bit 2b and the drill rod section to the ground.
또한, 본 발명의 상향분사통로(14a)는 천공작업 전부터 유체공급통로(6)와 미리 연통된 상태일 수 있으며, 유체가 토출구(18)와 함께 상향분사통로(14a)를 통해 상향분사될 수 있는 것이다.In addition, the upward injection passage 14a of the present invention may be in a state of communicating with the fluid supply passage 6 before the drilling operation, and the fluid may be upwardly sprayed through the upward injection passage 14a together with the discharge port 18. It is.
본 발명에서는 드릴비트(2b) 본체의 천공굴착에 의한 지속적인 하강과 오퍼레이터의 선택에 의한 드라이브서브(42)의 단계적인 하강에 따른 이격거리를 이용하여 상향분사통로(14a)가 지연작동 개폐되게 구성할 수 있다.In the present invention, the upward injection path (14a) is delayed operation opening and closing using the separation distance according to the continuous lowering by drilling drilling of the main body of the drill bit (2b) and the stepping down of the drive sub (42) by the selection of the operator. can do.
천공작업은 직접적으로 천공홀을 굴착하는 드릴비트(2b)와, 지상에 위치한 천공기의 회전력을 드릴비트(2b)에 전달하는 드라이브서브(42)에 의해 이루어지는데, 드릴비트(2b)는 천공홀 바닥면을 굴착하면서 일정한 속도로 하강하게 되고 드라이브서브(42)는 드릴비트(2b)의 천공속도에 맞추어 단계적 하강하게 된다.The drilling operation is performed by a drill bit 2b for directly drilling a drilling hole, and a drive sub 42 that transmits the rotational force of the drilling machine located on the ground to the drill bit 2b. The drill bit 2b is a drill hole. Excavating the bottom surface is lowered at a constant speed and the drive sub 42 is stepped down in accordance with the drilling speed of the drill bit (2b).
드라이브서브(42)의 단계적 하강은 드릴비트(2b)에 의해 굴착이 이루어지는 일정 시간동안은 하강하지 않고 현재 위치에 멈춰 있다가 드릴비트(2b)가 일정 깊이만큼 굴착하여 하강하게 되면 이격된 거리만큼 드라이브서브(42)가 한번에 하강하게 되는 것이다.The step-down of the drive sub 42 stops at the current position without being lowered for a predetermined time during which excavation is performed by the drill bit 2b, but stops at the current position. The drive sub 42 is to be lowered at once.
이때, 드릴비트(2b)의 지속하강과 드라이브서브(42)의 단계적 하강에 따른 이격거리가 설정된 값 이하로 유지하면 드라이브서브(42)를 약간 들어올리는 것과 같이 유체가 주로 토출구(18)를 통해 배출되어 천공홀 바닥면의 잔여슬라임을 배출하며, 이격된 거리가 설정된 값 이상이 되면 상향분사통로(14a)가 개방되어 유체가 주로 상향으로 분사되어 부유슬라임을 외부로 배출할 수 있다.At this time, if the separation distance according to the continuous lowering of the drill bit 2b and the stepping down of the drive sub 42 is kept below the set value, the fluid is mainly through the discharge port 18 as if the drive sub 42 is slightly lifted up. It is discharged to discharge the remaining slime of the bottom surface of the drilling hole, when the distance is more than the set value, the upward injection passage (14a) is opened and the fluid is mainly injected upwards can discharge the floating slime to the outside.
드릴비트(2b)와 드라이브서브(42)의 이격거리에 따른 유체의 흐름 변경은 오퍼레이터에 의해 작동할 수 있으나, 본 발명의 바람직한 실시 예에서는 상기에서 설명한 드릴비트(2b)와 드라이브서브(42)의 이격거리에 따른 단계적인 하강을 타이머 설정에 의해 지상에서 자동으로 제어한다.The flow change of the fluid according to the separation distance between the drill bit 2b and the drive sub 42 may be operated by an operator, but in the preferred embodiment of the present invention, Stepwise fall according to the separation distance of the drill bit (2b) and the drive sub 42 is automatically controlled from the ground by the timer setting.
예를 들면, 드릴비트(2b)에 의한 3분 천공 후 드라이브서브(42)를 바로 내리지 않고 20초 동안 높이를 유지하거나, 30mm 천공 후 10초간 높이를 유지한 후 하강하도록 설정하여 잔여슬라임을 제거하며, 상기의 작동 사이클이 반복되게 함으로써 천공기의 자동운전이 가능하다.For example, after drilling for 3 minutes by the drill bit (2b) to maintain the height for 20 seconds without lowering the drive sub 42 immediately, or after setting 30 seconds to maintain the height for 10 seconds to remove the residual slim In addition, the above operation cycle is repeated to enable automatic operation of the perforator.
또한, 다수의 작동 사이클 설정값을 별도의 제어부(미도시)에 미리 입력한 후, 지층의 종류나 천공 심도, 천공 속도, 슬라임 배출상황 등의 작업상황에 맞는 설정값을 실시간으로 조절하면서 실행하여 천공작업이 효율적으로 이루어질 수 있다.In addition, after inputting a plurality of operating cycle set values in advance to a separate control unit (not shown), by executing in real time to adjust the set values according to the working conditions, such as the type of strata, drilling depth, drilling speed, slime discharge conditions, etc. The drilling operation can be done efficiently.
본 발명에서는 해머 타격시 드릴로드나 천공기에 전달되는 해머의 진동수나 진폭의 변화에 따라 드라이브서브(42)를 하강작동하게 구성하여 천공기를 자동제어하는 것이 가능하다.In the present invention, it is possible to automatically control the perforator by configuring the drive sub 42 to operate in descending operation according to the change in the frequency or amplitude of the hammer transmitted to the drill rod or the perforator when the hammer is hit.
굴착에 의한 드릴비트(2b)의 지속적인 하강에 의해 드릴비트(2b) 몸체와 드라이브서브(42)가 이격되면 해머 타격에 의한 진동수는 작아지고 진폭은 커지게 된다. 해머의 타격 진동과 진폭의 변화를 감지하여 드라이브서브(42)를 타이밍에 맞게 자동 하강작동시킴으로써 천공기의 자동작동이 가능한 것이다.When the drill bit 2b body and the drive sub 42 are separated by the continuous lowering of the drill bit 2b due to the excavation, the frequency due to the hammer strike becomes small and the amplitude becomes large. By detecting the hammering vibration and the amplitude of the hammer to automatically drive the drive sub 42 in accordance with the timing, the automatic operation of the perforator is possible.
도 13은 통해머비트(2c)에서 상향분사통로(14b)를 개폐하는 구성을 보여주는 작동도이다.FIG. 13 is an operation diagram showing a configuration of opening and closing the upward injection passage 14b in the mubit 2c.
본 발명의 통해머비트(2c)는 드라이브서브(42)의 상하작동에 의해 상향분사출구(14b)를 개폐하는 개폐키(44)를 구성한다.The mubit 2c of the present invention constitutes an opening / closing key 44 for opening and closing the upward injection port 14b by the vertical operation of the drive sub 42.
천공작업 중에는 도 13의 (a)와 같이 드라이브서브(42)의 하강작동으로 개폐키(44)를 상방에서 눌러 상향분사통로(14b)를 막음으로써 공급된 유체가 토출구(18)를 통해 하향분사되게 한다.During the drilling operation, the supplied fluid is injected downward through the discharge port 18 by pressing the opening / closing key 44 upward to block the upward injection passage 14b by the lowering operation of the drive sub 42 as shown in FIG. To be.
본 발명의 통해머비트(2c)는 도 13의 (b)에 도시된 바와 같이 드라이브서브(42)만을 일정높이까지 들어올려 해머작동에 필요한 유체까지도 토출구(18)로 분사함으로써 천공홀 바닥면의 잔여슬라임을 깨끗하게 제거할 수도 있다.As shown in (b) of FIG. 13, the mubit 2c of the present invention lifts only the drive sub 42 to a certain height, and injects even the fluid required for the hammer operation into the discharge port 18 so that The remaining slime can also be removed cleanly.
드릴비트(2c)를 회수하는 동안이나 천공작업 중 강력한 상향분사가 필요한 경우에는 도 13의 (c)와 같이 먼저 드라이브서브(42)가 들어 올려짐에 따라 개폐키(44)의 하부와 측면에서 작용하는 유체의 상승압과 스프링의 탄성력 의해 개폐키(44)가 작동안내홈(46) 내에서 상방으로 밀려 올라간다. 개폐키(44)의 상승작동으로 유체공급통로(6)와 상향분사통로(14b)가 연통되어 유체가 상향으로 분사되면서 드릴비트(2c) 외측과 드릴로드 구간의 부유슬라임을 지상으로 배출하게 된다.If strong upward spraying is required during the recovery of the drill bit 2c or during drilling, as shown in (c) of FIG. 13, first, as the drive sub-42 is lifted up, it acts on the lower side and the side of the opening / closing key 44. The opening / closing key 44 is pushed upward in the operation guide groove 46 by the rising pressure of the fluid and the elastic force of the spring. As the fluid supply passage 6 and the upward injection passage 14b communicate with each other by the upward operation of the opening / closing key 44, the fluid is injected upward, and the floating slit of the drill bit 2c and the drill rod section is discharged to the ground. .
개폐키(44)는 유체압공급통로(6)와 연통된 상향분사통로(14b)의 수평높이보다 깊게 형성된 작동안내홈(46) 내에서 승강작동하며, 개폐키(44)가 상향분사통로(14b)의 높이까지 상승하기 전까지, 즉 작동안내홈(46)의 깊이만큼 상향분사통로(14b)로의 유체 상향분사가 지연되는 것이다.The opening / closing key 44 is moved up and down in the operation guide groove 46 formed deeper than the horizontal height of the upward injection passage 14b communicating with the fluid pressure supply passage 6, and the opening / closing key 44 is an upward injection passage ( Until the height of 14b) rises, that is, the upstream injection of the fluid into the upward injection passage 14b by the depth of the operation guide groove 46 is delayed.
도 14에 도시된 통해머비트(2c)는 상향분사통로(14b)를 개폐함과 함께 토출구(18)를 통한 유체의 흐름도 조절할 수 있는 것이다.The mubit 2c shown in FIG. 14 may control the flow of the fluid through the discharge port 18 while opening and closing the upward injection passage 14b.
도 15는 본 발명의 개폐작동부의 상세도이다.15 is a detailed view of the opening and closing operation unit of the present invention.
본 발명의 통해머비트(2c)에는 개폐키(44)의 작동에 의해 유체공급통로(6)를 개폐하는 개폐작동부(48)를 구비한다. 상기 개폐작동부(48)는 드라이브서브(42)에 의해 상향분사통로(14b)를 개폐하는 개폐키(44)와 연동되게 작동한다.According to the present invention, the mubit 2c includes an opening and closing operation part 48 for opening and closing the fluid supply passage 6 by the operation of the opening and closing key 44. The opening and closing operation unit 48 operates in conjunction with the opening and closing key 44 for opening and closing the upward injection passage 14b by the drive sub-42.
이를 살펴보면, 도 14의 (a)와 같이 천공작업 중에는 드라이브서브(42)에 의해 개폐키(44)를 눌러 상향분사통로(14b)를 막아 유체가 토출구(18)로 분사되게 한다. 이때, 개폐키(44)에 의해 개폐작동부(48)의 끝단이 눌려져 힌지축(52)을 중심으로 링크축(54)이 당겨져 스프링(50)이 압축된다. 압축된 스프링(50)은 끝단에 설치된 직선작동편(20a)을 당겨 유체공급통로(6)를 개방하여 유체가 토출구(18)로 분사되게 한다.Looking at this, during the drilling operation as shown in Figure 14 (a) by pressing the opening and closing key 44 by the drive sub 42 to block the upward injection passage (14b) so that the fluid is injected into the discharge port (18). At this time, the end of the opening and closing operation unit 48 is pressed by the opening and closing key 44, the link shaft 54 is pulled around the hinge shaft 52, and the spring 50 is compressed. The compressed spring 50 pulls the linear operating piece 20a installed at the end to open the fluid supply passage 6 so that the fluid is injected into the discharge port 18.
드릴비트(2c)를 회수하는 동안이나 천공작업 중 강력한 상향분사가 필요한 경우에는 도 14의 (b)와 같이 드라이브서브(42)를 들어올리면 개폐키(44)가 유체의 상승압과 함께 압축된 스프링(50)의 탄발력에 의해 개폐작동부(48)의 끝단이 개폐키(44)를 밀어 올려 상승시킴에 따라 링크축(54)의 힌지작동으로 압축되어 있던 스프링(50)이 늘어나면서 직선작동편(20a)을 밀어내어 유체공급통로(6)를 차단한다.If strong upward spraying is required during the recovery of the drill bit 2c or during drilling, the opening and closing key 44 is compressed together with the rising pressure of the fluid when the drive sub 42 is lifted as shown in FIG. As the end of the opening / closing operation part 48 pushes up and raises the opening / closing key 44 by the spring force of the spring 50, the spring 50, which has been compressed by the hinge operation of the link shaft 54, increases and is straight. Push the operating piece 20a to block the fluid supply passage 6.
개폐작동부(48)는 드릴비트(2c)의 양단에 설치되어 양방향에서 밀려들어오는 직선작동편(20a)에 의해 유체공급통로(6)를 차단하는 것이 바람직하다.The opening and closing operation unit 48 is preferably installed at both ends of the drill bit (2c) to block the fluid supply passage (6) by the linear operation piece (20a) is pushed in both directions.
이때, 오퍼레이터에 의해 드라이브서브(42)를 약간만 들어올리게 되면 상향분사출구(14b)의 개폐가 지연작동되어 해머작동이 되지 않음에 따라 해머작동에 쓰이던 유체까지 모두 토출구(18)로 분사되어 천공홀 바닥면에 쌓인 잔여슬라임이 모두 제거될 수 있다.At this time, when the drive sub 42 is lifted only slightly by the operator, the opening and closing of the upstream injection port 14b is delayed and the hammer is not operated. Therefore, all the fluids used in the hammer operation are injected into the discharge port 18 and are drilled. Any remaining slimes accumulated on the bottom can be removed.
상술한 본 발명의 설명에서는 구체적인 실시 예에 관해 설명하였으나, 여러 가지 변형이 본 발명의 범위에서 벗어나지 않고 실시할 수 있다. 따라서 본 발명의 범위는 설명된 실시 예에 의하여 정할 것이 아니고 특허청구범위 및 그 특허청구범위와 균등한 것에 의해 정해 져야 한다.In the above description of the present invention, specific embodiments have been described, but various modifications may be made without departing from the scope of the present invention. Therefore, the scope of the present invention should not be defined by the described embodiments, but should be defined by the claims and their equivalents.
본 발명은 건설공사나 지열 및 자원개발을 위한 지반 천공작업 중 강력한 상향의 슬라임 배출용 유체흐름으로 천공홀 내의 부유슬라임을 천공작업 중에 대부분 배출할 수 있어 천공홀 벽면과의 마찰저항이 줄어들어 굴진력이 개선되고 지상에서 비산될 슬라임을 줄이는데 이용될 수 있다. 뿐만 아니라 드릴로드 회수 중에는 부유슬라임의 낙하가 방지되어 천공홀 바닥에 잔여슬라임이 거의 남지 않도록 하며 드릴로드 외경우의 마모가 줄어들고 천공장비를 보호하게 하는 데에도 이용될 수 있다.The present invention can discharge most of the floating slime in the drilling hole during the drilling work as a strong upward slime discharge fluid flow during the construction work or ground drilling work for geothermal and resource development, reducing frictional resistance with the wall of the drilling hole drilling force This can be used to improve and reduce slime that will be scattered on the ground. In addition, it is possible to prevent the floating slime from falling during the recovery of the drill rod, so that little residual slime remains at the bottom of the drilling hole, and can be used to reduce the wear of the drill rod and to protect the drilling equipment.

Claims (22)

  1. 외부에서 공급되는 유체를 이용하여 굴착 슬라임을 천공홀 외부로 배출하도록 구성한 지반굴착용 드릴비트에 있어서,
    드릴비트(2)에는 하향공급되는 슬라임 배출용 유체의 흐름 방향을 상향으로 변경하여 분사되게 하는 상향분사통로(14)를 구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트.
    In the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole by using the fluid supplied from the outside,
    The drill bit (2) is a drill bit for directly discharging the excavation slime to the ground, characterized in that the upward injection passage (14) configured to be injected by changing the flow direction of the slime discharged fluid supplied downward.
  2. 제1항에 있어서,
    상향분사통로(14)는 드릴비트(2)를 지상으로 회수하는 경우와 천공작업 중 수시로 천공홀 내의 굴착 슬라임을 지상으로 바로 배출할 경우에는 공급되는 유체의 50% 이상이 상향으로 분사되게 구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트.
    The method of claim 1,
    The upward injection passage 14 is configured to spray more than 50% of the supplied fluid when the drill bit 2 is recovered to the ground and when the excavation slime in the drilling hole is discharged directly to the ground at any time during the drilling operation. Drill bit for directly discharging the excavation slime characterized in that the ground.
  3. 제1항에 있어서,
    드릴비트(2)에는 상향분사통로(14)를 통해 상향 분사되는 유체량을 조절하기 위해 유체공급통로(6)를 개폐하는 개폐조절부(12)를 구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트.
    The method of claim 1,
    Drill bit (2) to the ground excavation slime characterized in that the opening and closing control unit 12 to open and close the fluid supply passage (6) to adjust the amount of fluid injected through the upward injection passage 14 to the ground Drill bit for immediate draining.
  4. 제1항에 있어서,
    슬라임 배출용 유체는 드릴비트(2) 심부를 통하여 공급되는 공기이며, 유체의 일부 또는 전부가 드릴비트(2) 내에서 상향분사통로(14)를 통해 상향분사되게 구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트.
    The method of claim 1,
    The slime discharge fluid is air supplied through the core of the drill bit (2), excavation slime characterized in that a part or all of the fluid is configured to be injected upward through the upward injection passage 14 in the drill bit (2) Drill bit for direct discharge of water to the ground.
  5. 제3항에 있어서,
    유체공급통로(6)와 상향분사통로(14)는 상호보완적으로 개폐되게 구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트.
    The method of claim 3,
    The fluid supply passage 6 and the upward injection passage 14 are drill bits for directly discharging the excavation slime to the ground, characterized in that configured to open and close complementary.
  6. 제3항에 있어서,
    개폐조절부(12)에 의해 조절되는 유체량의 분사비율은 천공작업 전 미리 조절하는 구성과, 드릴로드의 승강에 따라 유체의 흐름 방향이 변경되어 조절하는 구성과, 외부에서 원격으로 제어하여 조절하는 구성 중 어느 하나로 조절되게 구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트.
    The method of claim 3,
    The injection ratio of the fluid amount controlled by the opening and closing control unit 12 is configured to adjust in advance before the drilling operation, the configuration to change the flow direction of the fluid in accordance with the lifting and lowering of the drill rod, and controlled by remotely controlled from the outside Drill bit for discharging the drilling slime straight to the ground, characterized in that configured to be adjusted to any one of the configuration.
  7. 제1항 또는 제3항에 있어서,
    상향분사통로(14)의 출구 측에는 상향분사되는 유체의 분사위치와 분사각도 중 어느 하나 이상을 조절하기 위한 분사조절부재(10)를 설치구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트.
    The method according to claim 1 or 3,
    On the outlet side of the upward injection passage 14 for directly discharging the excavation slime to the ground characterized in that the injection control member 10 for adjusting any one or more of the injection position and the injection angle of the fluid to be injected upward Drill bits.
  8. 외부에서 공급되는 유체를 이용하여 굴착 슬라임을 천공홀 외부로 배출하도록 구성한 지반굴착용 드릴비트에 있어서,
    드릴비트(2a)에는 하향공급되는 슬라임 배출용 유체의 흐름 방향을 상향으로 변경하여 분사되게 하는 상향분사통로(14a)를 형성하며, 드릴비트(2a)에 설치되어 끼움형태로 승강작동하는 슬라이더(24)에 의해 유체공급통로(6)가 개폐되어 유체가 상향분사통로(14a)를 통해 상향 분사되게 구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트.
    In the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole by using the fluid supplied from the outside,
    On the drill bit (2a) is formed an upward injection passage (14a) for changing the flow direction of the slime discharge fluid supplied downward to be injected, the slider is installed in the drill bit (2a) to move up and down in the fitted form ( 24 is a drill bit for directly discharging the drilling slime to the ground characterized in that the fluid supply passage (6) is opened and closed so that the fluid is injected upward through the upward injection passage (14a).
  9. 외부에서 공급되는 유체를 이용하여 굴착 슬라임을 천공홀 외부로 배출하도록 구성한 지반굴착용 드릴비트에 있어서,
    드릴비트(2b)(2c)에는 하향공급되는 슬라임 배출용 유체의 흐름 방향을 상향으로 변경하여 분사되게 하는 상향분사통로(14a)(14b)를 형성하며,
    상향분사통로(14a)(14b)는 지상의 천공기에서 제공되는 회전력을 드릴비트(2b)(2c)에 전달하면서 상하로 이동하여 드릴비트(2b)(2c)의 탈락을 방지하는 드라이브서브(42)에 의해 개폐되게 구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트.
    In the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole by using the fluid supplied from the outside,
    In the drill bit (2b) (2c) is formed an upward injection passage (14a) (14b) to be injected by changing the flow direction of the slime discharge fluid supplied downward upward
    The upward injection paths 14a and 14b move up and down while transmitting the rotational force provided from the ground drill to the drill bits 2b and 2c to prevent the drill bits 2b and 2c from falling off. Drill bit for discharging the drilling slime straight to the ground, characterized in that configured to open and close by.
  10. 제9항에 있어서,
    드라이브서브(42)는 미리 설정된 사이클 타이머에 의해 단계적으로 자동 하강작동하도록 제어되게 구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트.
    The method of claim 9,
    The drive sub 42 is a drill bit for discharging the excavation slime directly to the ground, characterized in that configured to be controlled to operate in automatic step-down operation by a predetermined cycle timer.
  11. 제3항, 제5항, 제8항, 제9항 중 어느 한 항에 있어서,
    유체공급통로(6)와 상향분사통로(14)(14a)의 개폐는 지연작동되게 구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트.
    The method according to any one of claims 3, 5, 8, and 9,
    Opening and closing of the fluid supply passage (6) and the upward injection passage (14, 14a) is a drill bit for discharging the excavation slime directly to the ground, characterized in that configured to be delayed.
  12. 제9항에 있어서,
    드라이브서브(42)의 승강작동에 따라 유체공급통로(6)와 상향분사통로(14)(14a)를 상호보완적으로 개폐하는 개폐키(44)와, 상기 개폐키(44)가 승강작동하는 작동안내홈(46)을 구비하되,
    상기 작동안내홈(46)은 상향분사통로(14)(14a)의 수평높이보다 하방으로 연장형성되며, 연장형성된 작동안내홈(46)의 깊이만큼 상향분사통로(14a)(14b)의 개방이 지연되게 구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트.
    The method of claim 9,
    The opening and closing key 44 for opening and closing the fluid supply passage 6 and the upward injection passage 14 and 14a in accordance with the lifting operation of the drive sub 42 and the opening and closing key 44 are lifted and operated. The operation guide groove 46 is provided,
    The operation guide groove 46 extends downward than the horizontal height of the upward injection passages 14 and 14a, and the opening of the upward injection passages 14a and 14b is extended by the depth of the extended operation guide grooves 46. Drill bit for discharging excavation slime straight to the ground, characterized by a delayed construction.
  13. 제12항에 있어서,
    개폐키(44)는 슬라임 배출용 유체의 상승압과 스프링의 탄발력중 어느 하나 이상에 의해 상승되게 구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트.
    The method of claim 12,
    Opening and closing key 44 is a drill bit for directly discharging the excavating slime to the ground, characterized in that configured to be elevated by any one or more of the rising pressure of the slime discharge fluid and the spring force.
  14. 제1항, 제8항, 제9항 중 어느 한 항에 있어서,
    유체공급통로(6)를 통해 공급되는 유체의 일부는 항상 상향분사통로(14)(14a)(14b)를 통해 상향으로 분사되고, 나머지 일부는 유체의 흐름 방향이 개폐조절부(12)에 의해 조절되게 구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트.
    The method according to any one of claims 1, 8 and 9,
    A part of the fluid supplied through the fluid supply passage 6 is always injected upward through the upward injection passages 14, 14a, 14b, and the other part of the fluid flow direction by the opening and closing control unit 12 Drill bits for discharging excavation slime straight to the ground, characterized by a controlled configuration.
  15. 제14항에 있어서,
    개폐조절부(12)는 직선이동하여 유체공급통로(6)를 개폐하는 직선작동편(20)과, 회전이동하여 유체공급통로(6)를 개폐하는 회전작동편(32) 중 어느 하나로 개폐되게 구성함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트.
    The method of claim 14,
    The opening and closing control unit 12 is to be opened and closed by any one of the linear operation piece 20 for opening and closing the fluid supply passage 6 by linear movement, and the rotation operation piece 32 for opening and closing the fluid supply passage 6 by rotating. Drill bit for discharging excavation slime straight to the ground, characterized by the configuration.
  16. 외부에서 공급되는 유체를 이용하여 굴착 슬라임을 천공홀 외부로 배출하도록 구성한 지반굴착용 드릴비트의 사용방법에 있어서,
    드릴비트(2)에는 하향공급되는 슬라임 배출용 유체가 유체공급통로(6)의 개폐조절로 상향분사통로(14)를 통해 흐름 방향을 상향으로 변경하여 바로 분사됨으로써 드릴비트(2)와 드릴로드 구간의 굴착 슬라임이 제거되게 함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트의 사용방법.
    In the method of using the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole by using the fluid supplied from the outside,
    In the drill bit 2, the slime discharge fluid supplied downward is injected directly by changing the flow direction upward through the upward injection passage 14 by controlling the opening and closing of the fluid supply passage 6 so that the drill bit 2 and the drill rod A method of using a drill bit for discharging excavation slime directly to the ground, characterized in that the excavation slime of the section is removed.
  17. 제16항에 있어서,
    유체공급통로(6)의 개폐조절에 의해 상향분사통로(14)를 통해 유체가 상향으로 분사되게 하되, 유체공급통로(6)와 상향분사통로(14)를 상호보완적으로 개폐하여 상향분사통로(14)를 통해 상향 분사되는 유체량을 조절하게 함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트의 사용방법.
    The method of claim 16,
    The fluid is injected upward through the upward injection passage 14 by the opening and closing control of the fluid supply passage 6, but the fluid supply passage 6 and the upward injection passage 14 complementarily open and close the upward injection passage. 14. A method of using a drill bit for directly discharging excavation slime to the ground, characterized in that to control the amount of fluid injected upward through the (14).
  18. 외부에서 공급되는 유체를 이용하여 굴착 슬라임을 천공홀 외부로 배출하도록 구성한 지반굴착용 드릴비트의 사용방법에 있어서,
    드릴비트(2)에는 하향공급되는 슬라임 배출용 유체가 상향분사통로(14)를 통해 흐름 방향을 상향으로 변경하여 바로 분사됨으로써 드릴비트(2)와 드릴로드 구간의 굴착슬라임이 제거되며, 개폐조절부(12)에 의해 유체공급통로(6)를 개폐하여 상향분사통로(14)로 분사되는 유체량을 조절하게 함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트의 사용방법.
    In the method of using the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole by using the fluid supplied from the outside,
    In the drill bit 2, the slime discharge fluid supplied downward is injected directly by changing the flow direction upward through the upward injection passage 14, thereby removing the excavation slime between the drill bit 2 and the drill rod section, and controlling the opening and closing. Method of using a drill bit for directly discharging the excavation slime to the ground, characterized in that for opening and closing the fluid supply passage (6) by the portion (12) to adjust the amount of fluid injected into the upward injection passage (14).
  19. 외부에서 공급되는 유체를 이용하여 굴착 슬라임을 천공홀 외부로 배출하도록 구성한 지반굴착용 드릴비트의 사용방법에 있어서,
    드라이브서브(42)의 승강작동에 의한 유체공급통로(6)의 개폐조절로 상향분사통로(14a)를 통해 유체의 흐름이 상향으로 바로 분사되게 하여 드릴비트(2b)와 드릴로드 구간의 굴착슬라임을 제거하되, 드라이브서브(42)의 승강작동에 의해 상향분사통로(14a)가 개폐되게 하며,
    천공작업 중 드라이브서브(42)를 미리 설정된 높이까지만 들어올리면 공급된 유체 전부가 토출구(18)를 통해 하향분사되어 천공홀 바닥의 잔여슬라임을 제거하게 되고, 드라이브서브(42)를 설정된 높이 이상으로 들어올리면 슬라이더(24)가 하강하여 토출구(18)로의 유체 흐름을 차단함에 따라 상향분사통로(14a)를 통해 유체가 상향으로 바로 분사됨으로써 드릴비트(2b) 외측과 드릴로드 구간의 부유슬라임을 지상을 배출하도록 함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트의 사용방법.
    In the method of using the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole by using the fluid supplied from the outside,
    Excavation slime of the drill bit 2b and the drill rod section by allowing the flow of the fluid to be directly injected upward through the upward injection passage 14a by the opening and closing control of the fluid supply passage 6 by the lifting operation of the drive sub 42. To remove the, but the up and down injection path (14a) is opened and closed by the lifting operation of the drive sub 42,
    Lifting the drive sub 42 only to a predetermined height during the drilling operation, all of the supplied fluid is sprayed downward through the discharge port 18 to remove the remaining slime at the bottom of the drilling hole, the drive sub 42 above the set height When lifted, the slider 24 descends to block the flow of the fluid to the discharge port 18, so that the fluid is directly injected upward through the upward injection passage 14a, thereby floating the floating slit outside the drill bit 2b and the drill rod section. Method of using a drill bit to discharge the excavation slime straight to the ground, characterized in that for discharging.
  20. 외부에서 공급되는 유체를 이용하여 굴착 슬라임을 천공홀 외부로 배출하도록 구성한 지반굴착용 드릴비트의 사용방법에 있어서,
    드라이브서브(42)의 승강작동에 의한 유체공급통로(6)의 개폐조절로 상향분사통로(14a)(14b)를 통해 유체의 흐름이 상향으로 바로 분사되게 하여 드릴비트(2b)(2c)와 드릴로드 구간의 굴착슬라임을 제거하되, 드릴비트(2b)(2c)의 굴착에 의한 지속적 하강과, 오퍼레이터의 작동에 의한 드라이브서브(42)의 단계적 하강에 따라 발생하는 이격거리에 의해 상향분사통로(14a)(14b)가 개폐되게 하며,
    드릴비트(2b)(2c)와 드라이브서브(42)의 이격거리가 설정된 값 이하이면 공급된 유체가 토출구(18)를 통해 하향분사되어 천공홀 바닥 슬라임을 제거하고, 설정된 값 이상이면 상향분사통로(14a)(14b)가 개방됨에 따라 유체가 상향으로 분사되어 천공홀 내의 부유슬라임을 외부로 배출하도록 함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트의 사용방법.
    In the method of using the ground drilling drill bit configured to discharge the excavation slime to the outside of the drilling hole by using the fluid supplied from the outside,
    By controlling opening and closing of the fluid supply passage 6 by the elevating operation of the drive sub 42, the flow of the fluid is directly injected upward through the upward injection passages 14a and 14b so that the drill bits 2b and 2c The excavation slit of the drill rod section is removed, but the upward injection path is driven by the continuous descent caused by the excavation of the drill bits 2b and 2c and the separation distance generated by the stepwise descent of the drive sub-42 by the operation of the operator. 14a and 14b to open and close,
    If the separation distance between the drill bit (2b) (2c) and the drive sub 42 is less than or equal to the set value, the supplied fluid is sprayed downward through the discharge port 18 to remove the bottom slime of the drilling hole, if it is above the set value, the upward injection passage (14a) A method of using a drill bit for directly discharging excavation slime to the ground, characterized in that the fluid is injected upwards to discharge the floating slime in the drilling hole to the outside as the opening is opened.
  21. 제19항 또는 제20항에 있어서,
    드라이브서브(42)의 승강작동으로 유체공급통로(6)와 상향분사통로(14) 중 하나 이상이 지연개폐되게 함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트의 사용방법.
    The method of claim 19 or 20,
    A method of using a drill bit for directly discharging an excavation slime to the ground, characterized in that the at least one of the fluid supply passage (6) and the upward injection passage (14) by the lifting operation of the drive sub (42).
  22. 제19항 또는 제20항에 있어서,
    드라이브서브(42)의 단계적 하강은 해머타격에 의해 드릴로드 또는 천공기에 전달되는 진동수와 진폭의 변화에 의해 제어하는 방법, 미리 설정된 작동 사이클 타이머에 의해 실시간으로 제어하는 방법, 전기적 제어에 의해 개폐조절부(12)를 개폐하여 제어하는 방법 중 어느 하나에 의해 조절하여 자동천공되게 함을 특징으로 하는 굴착 슬라임을 지상으로 바로 배출하기 위한 드릴비트의 사용방법.
    The method of claim 19 or 20,
    The step-down of the drive sub 42 is controlled by the change of the frequency and amplitude transmitted to the drill rod or the perforator by the hammer strike, the method of real time control by the preset operating cycle timer, and the opening and closing adjustment by the electric control. Method of using a drill bit for directly discharging the excavation slime to the ground by adjusting by any one of the method of opening and closing the control part 12.
PCT/KR2014/007709 2013-08-21 2014-08-20 Drill bit to directly discharge excavated slime above ground and method of using same WO2015026146A1 (en)

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KR101145189B1 (en) * 2009-07-16 2012-05-14 (주)동우기계 Apparatus for excavation
KR101174763B1 (en) * 2012-01-11 2012-08-17 (주)삼일이엔씨 Apparatus of discharging slime using drills for underground excavation and metohd thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9217293B1 (en) 2014-10-17 2015-12-22 Berkel & Company Contractors, Inc. Reversible displacement auger tool
US9506295B1 (en) 2014-10-17 2016-11-29 Berkel & Company Contractors, Inc. Reversible displacement auger tool
US9512588B2 (en) 2014-10-17 2016-12-06 Berkel & Company Contractors, Inc. Reversible displacement auger tool

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