KR101566374B1 - Direct-boring excavator bit - Google Patents
Direct-boring excavator bit Download PDFInfo
- Publication number
- KR101566374B1 KR101566374B1 KR1020150071654A KR20150071654A KR101566374B1 KR 101566374 B1 KR101566374 B1 KR 101566374B1 KR 1020150071654 A KR1020150071654 A KR 1020150071654A KR 20150071654 A KR20150071654 A KR 20150071654A KR 101566374 B1 KR101566374 B1 KR 101566374B1
- Authority
- KR
- South Korea
- Prior art keywords
- bit
- fastening protrusion
- fastening
- groove
- annular
- Prior art date
Links
- 238000005553 drilling Methods 0.000 claims abstract description 33
- 238000010168 coupling process Methods 0.000 claims abstract description 27
- 230000008878 coupling Effects 0.000 claims abstract description 26
- 238000005859 coupling reaction Methods 0.000 claims abstract description 26
- 238000009412 basement excavation Methods 0.000 claims description 18
- 238000003780 insertion Methods 0.000 claims description 12
- 230000037431 insertion Effects 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 3
- 230000005284 excitation Effects 0.000 claims 1
- 238000011084 recovery Methods 0.000 abstract description 13
- 238000010276 construction Methods 0.000 abstract description 6
- 230000007257 malfunction Effects 0.000 abstract 1
- 239000011435 rock Substances 0.000 description 11
- 239000002184 metal Substances 0.000 description 7
- 230000008901 benefit Effects 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 3
- 230000015556 catabolic process Effects 0.000 description 3
- 230000033001 locomotion Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 238000005299 abrasion Methods 0.000 description 2
- 239000011324 bead Substances 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 238000004804 winding Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000009957 hemming Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B10/00—Drill bits
- E21B10/42—Rotary drag type drill bits with teeth, blades or like cutting elements, e.g. fork-type bits, fish tail bits
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B10/00—Drill bits
- E21B10/36—Percussion drill bits
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B10/00—Drill bits
- E21B10/62—Drill bits characterised by parts, e.g. cutting elements, which are detachable or adjustable
Landscapes
- 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
Description
The present invention relates to a straight drilling bit, and more particularly, it is very simple and quick to combine and separate the number of bits constituting a straight drilling bit into a round bit, Even if large turning force and hammer ring are applied, there is no fear of damage or breakdown of equipment,
Drilling operation for excavating the ground without replacing equipment and hammer ring for crushing the rock can be performed at the same time by using one equipment. Therefore, equipment purchase cost is drastically reduced and, among other things, And a drill bit can be greatly reduced.
Generally, concrete structures such as bridges and buildings are constructed, or casings are drilled with rock drills to prevent the collapse of the rocks due to subsidence during civil works, and then the casing is installed.
The excavating bit used to excavate such a ground or rock (all-steel layer) is a hitting means used for piercing the ground such as for mine use, earth anchor use, geological use, groundwater development, etc., Hamming and drilling by rotary motion are simultaneously performed in the reciprocating motion in the axial direction transmitted from the hammer to puncture the ground or the rock.
However, since the conventional excavation bit is formed integrally with the bit body formed with the excavation tip protruding on the bottom surface, it is not possible to replace only the excavation tip where abrasion and hit defects easily occur. As a result, Even a reusable bit body is discarded before its life, resulting in a significant economic loss.
In order to solve the problem of the integrated excavation bit, the bit head and the bit body are separated from each other so that only the bit head can be replaced without requiring replacement of all the components in the case where the severity of the excavation tip is severe. .
An example of such an excavation bit is disclosed in Japanese Patent Application Laid-Open No. 10-2015-14276, which is a construction in which a
A
A fastening protrusion fastening
2, in order to perform a drilling and a hamming operation by fastening a number of bits to the annular boss bit, the
Since the lower end surface 33a of the connecting portion 33 between the
In addition, since the
After the
On the other hand, if the drilling operation is completed or the drilling tip formed on the bottom of the recovering
At this time, since the
However, if the recovering
Particularly, when the
As described above, in the conventional excavation bit, it is very inconvenient to perform the operation of separating and combining the
SUMMARY OF THE INVENTION The present invention has been made in order to solve all of the above problems, and it is an object of the present invention to provide an apparatus and a method for connecting and disconnecting a number of bits constituting a drilling bit to a long bit, Even if large turning force and hammer ring are applied, there is no fear of damage or breakdown of equipment,
Drilling operation for excavating the ground without replacing equipment and hammer ring for crushing the rock can be performed at the same time by using one equipment. Therefore, equipment purchase cost is drastically reduced and, among other things, And a drastic reduction in the period of time required for the drilling of the drilling bit.
According to an aspect of the present invention, there is provided a drill bit for drilling a ground surface on a bottom surface of the drill bit, the drill bit having a fastening protrusion protruding from the inner surface thereof, An annular boss bit formed therein;
A casing connection port rotatably coupled to the upper portion of the annular boss bit and connected to the upper casing;
A bit head part formed with a fastening protrusion fastening groove for fastening the fastening protrusion to one side of the slime discharge slot so as to be inserted into the casing connector and fastened to the annular boss bit, and a drilling tip protruding from the bottom face, And a power transmitting member extending in an upper direction of the bit head to receive power from the bit head unit,
And the upper end of the fastening protrusion is formed into a convex arcuate shape upward,
And the slit discharge groove of the bit head is provided with a fastening protrusion fastening groove for fastening the fastening protrusion formed so as to be perpendicularly protruded vertically to the inner surface of the annular bushing bit, The lower end surface of the connecting portion between the upper and lower ends of the connecting portion is formed into an arcuate shape convex downward,
Shaped lower end surface of the connection portion slides from the arcuate upper surface convex upward to the upper side of the fastening protrusion when the return bit is to be fastened to the annular recessed bit so that the fastening protrusion of the annular single- So that the fastening projections can be easily fastened.
According to the present invention, in the case of the annular bore bit, the fastening protrusion formed on the inner surface is protruded in the vertical direction. In case of the recovered bit, the lower side of the slit discharge groove of the bit head is opened vertically so that the fastening protrusion fastening groove Therefore, when it is desired to fasten the number of bits to the annular arbor bit, it is possible to achieve an advantage that the fastening projection of the number of bits can be very easily and quickly and accurately performed on the fastening protrusion of the annular arbor bit.
Particularly, the upper end of the fastening protrusion of the annular boss bit is formed in an arcuate shape convex upward, and the lower end face of the connecting part between the fastening protrusion fastening groove of the bit head and the slime discharge groove is formed into a convex arcuate shape downward Therefore, even if the convex arcuate lower end surface of the lower portion of the connecting portion comes into contact with the convex arcuate upper surface of the fastening protrusion when the recovering bit is to be fastened to the annular arbor bit, the bottom surface of the connecting portion smoothly slides downward, The advantage that the fastening protrusion fastening groove of the retracting bit is provided in the fastening protrusion of the bit is much simpler, quicker and more accurate than any type of conventional excavating bit.
At this time, if the drilling tip is formed on the bottom surface of the connection portion between the fastening protrusion fastening recess and the slime discharge recess, the fastening protrusion can be further easily fastened to the fastening protrusion of the annular boss bit, Since the excavation tip can be further formed, the advantage of being able to excavate the ground or the rock more effectively without wearing the fastening protrusion can be exhibited at the same time.
In the meantime, since the fastening protrusion is vertically elongated in the present invention, it is possible to rotate the recovering bit with a strong force, It is possible to hammer the recovered bits with a strong force, which is advantageous in that the excavation efficiency can be greatly increased.
Further, according to the present invention, it is possible to fasten the annular boss bit by using a "C" type metal ring having high durability and strength when the annular boss bit is rotatably fastened to the casing connection port. Since there is no worry of losing, the advantage of being able to carry out work reliably is exercised.
However, in the present invention, when the drilling operation is completed or the drilling tip formed on the bottom of the recovered bit is worn out and the lifetime is exhausted, the operator can increase the recovered bit from the protruded fastening groove of the recovered bit, The recovered bits can be separated very easily and quickly so that the recovered bits are rotated in the direction opposite to the position where the fastening protrusion fastening recesses of the recovered bits are formed and the fastening protrusions are released by the fastening protrusion fastening recesses It is unnecessary to carry out troublesome work to be performed, and in the conventional case, if the number of bits is rotated, the number of bits can be rotated by itself, so that the number of bits can not be easily separated There is no worry of being hit.
Therefore, the drilling bit of the present invention is very simple, fast, accurate, and reliable, even when relatively large rotational force and hammer ring are applied, There is no need to worry about the damage of the ground, and the drilling operation for excavating the ground without using the equipment and the hammer ring for crushing the rock can be carried out at the same time. Therefore, And the total construction period can be greatly shortened by increasing the number of windings.
Figs. 1 to 3 are diagrams showing the configuration of a conventional excavation bit,
1 is an exploded perspective view.
Fig. 2 is an installation view.
FIG. 3 is an enlarged view of a main part showing a state in which a recovering bit is fastened to a lead bit. FIG.
4 to 7 are views showing the construction of the perforated drill bit according to the present invention,
4 is an exploded perspective view.
5 is an enlarged view of a main part showing a state in which a recovering bit is fastened to a leftmost bit.
6 is a perspective view of the assembled state.
7 is an assembled state bottom view.
8 is an exploded perspective view showing another configuration of perforation drilling bits according to the present invention.
FIG. 9 is a view showing a state where a rod is screwed onto the upper end surface of the bit head of the recovered bit as the present invention. FIG.
10 is a state in which the recovery bit is fastened to the casing connecting port by using a "C" type metal ring as the present invention.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings. It is to be understood that the embodiments described below are provided for illustrative purposes only, and that the present invention may be embodied with various modifications and alterations. In the following description, well-known functions or constructions are not described in detail to avoid obscuring the subject matter of the present invention. In addition, the attached drawings are not drawn to scale in order to facilitate understanding of the invention, but the dimensions of some of the components may be exaggerated.
As shown in FIGS. 4 to 7, the basic structure of the present invention includes an
A
A
However, when the
A
A
In the case of the recovered
And the
The
Since the
The
8, the
10, a "C" -shaped
An
The use state of the perforated drill bit according to the present invention will be described.
The
The upper end of the
The flexible
However, since the flexible
10, a "C" -shaped
A C-shaped
In this manner, since the "C" -shaped
Then, after the
The
At this time, in the present invention, the
Particularly, the
In this way, the direct drilling bit of the present invention is much simpler and quicker and more accurate than any conventional drilling bit for fastening the recovering
When the
In the state where the fastening
Then, the ground and the rock are crushed and the finely crushed slime is discharged to the outside through the
In addition, since the
Since the excavating
When the excavation work is completed or the
At this time, if the operator repeatedly raises the recovering
Therefore, the
In addition, even if a comparatively hard crushed material is caught in the slime discharge groove, the recovered bits can be easily taken out without being interfered with at all.
As can be seen from the above, the use of the drilling bit of the present invention enables the operation of coupling and separating the recovered
In addition, it is possible to simultaneously perform various operations such as drilling for ground excavation and hammer ring for crushing rock by using one equipment, so that equipment purchase cost is greatly reduced and, among other things, The total construction period can be greatly reduced.
As described above, the present invention has been described by reference to the preferred embodiments and drawings, but it should be understood that the present invention is not limited to these embodiments, and various changes and modifications may be made without departing from the spirit and scope of the present invention by those skilled in the art. It will be understood by those skilled in the art that various changes and modifications may be made without departing from the scope of the appended claims.
100:
120:
130, 210: key insertion groove 200: casing connection port
250,250 ': casing 300: recovery bit
310: bit head part 312: fluid ejection hole
313: slime discharge groove 314: fastening protrusion fastening groove
315:
320: Power transmission member 330: Power transmission rod
Claims (7)
A casing connection port 200 rotatably coupled to the upper portion of the annular boss bit 100 and connected to the upper casing 250;
A coupling protrusion coupling groove 314 is formed in one side of the slime discharge groove 313 so as to be inserted into the casing coupling hole 200 and to be coupled to the annular boss bit 100, And a power transmitting member 320 extending upward from the bit head unit 310 for receiving power from the outside. The power transmitting member 320 is provided with an excitation tip 311 for excavating the bit head unit 310, In constructing the perforated excavation bit comprising the recovered bits 300,
The upper surface 120a of the fastening protrusion 120 is formed in an arcuate shape which is convex upward,
The lower end surface 315a of the connecting portion 315 between the fastening protrusion fastening groove 314 and the slime discharge groove 313 is formed to be convex downward Shaped,
Shaped lower end surface 315a protruding downward from the connecting portion 315 when the withdrawal bit 300 is to be fastened to the annular arbor 100. The arcuate upper end surface 120a Wherein the fastening protrusion fastening groove (314) of the recovering bit (300) is easily fastened to the fastening protrusion (120) of the annular arbor bit (100) while being slidably displaced from the fastening protrusion (300).
An excavating tip 316 is formed on the lower end surface 315a of the connecting portion 315 and the excavating tip 316 formed on the lower end surface 315a of the connecting portion 315 forms an upper end surface 120a of the fastening protrusion 120 Wherein the fastening protrusion coupling groove (314) of the return bit (300) is easily fastened to the fastening protrusion (120) of the annular arbor bit (100) while being slidably displaced from the fastening protrusion (300).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020150071654A KR101566374B1 (en) | 2015-05-22 | 2015-05-22 | Direct-boring excavator bit |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020150071654A KR101566374B1 (en) | 2015-05-22 | 2015-05-22 | Direct-boring excavator bit |
Publications (1)
Publication Number | Publication Date |
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KR101566374B1 true KR101566374B1 (en) | 2015-11-06 |
Family
ID=54601256
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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KR1020150071654A KR101566374B1 (en) | 2015-05-22 | 2015-05-22 | Direct-boring excavator bit |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR200487763Y1 (en) * | 2018-08-22 | 2018-10-29 | 김성현 | Unit structure for auger crane screw and vibrating hammer |
KR101958604B1 (en) * | 2018-11-29 | 2019-07-04 | 김성현 | A safety pin for locking and disengaging the male and female coupling units of the auger crane by radio |
CN110857560A (en) * | 2018-08-22 | 2020-03-03 | 金成贤 | Cylinder type pile driver |
KR20200098956A (en) | 2019-02-13 | 2020-08-21 | 강익희 | A Improved Punching Machine For Straight Punching and Construction Method Thereof |
KR102288380B1 (en) | 2021-04-08 | 2021-08-09 | 지원섭 | Apparatus for direct boring |
CN115609765A (en) * | 2022-09-23 | 2023-01-17 | 中化学交通建设集团有限公司 | Closed hydraulic pressure water drill for washing sky and old bridge reinforcing and drilling method |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100912720B1 (en) * | 2008-12-26 | 2009-08-19 | 이문수 | Direct boring bit |
-
2015
- 2015-05-22 KR KR1020150071654A patent/KR101566374B1/en active IP Right Grant
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100912720B1 (en) * | 2008-12-26 | 2009-08-19 | 이문수 | Direct boring bit |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR200487763Y1 (en) * | 2018-08-22 | 2018-10-29 | 김성현 | Unit structure for auger crane screw and vibrating hammer |
CN110857560A (en) * | 2018-08-22 | 2020-03-03 | 金成贤 | Cylinder type pile driver |
KR101958604B1 (en) * | 2018-11-29 | 2019-07-04 | 김성현 | A safety pin for locking and disengaging the male and female coupling units of the auger crane by radio |
KR20200098956A (en) | 2019-02-13 | 2020-08-21 | 강익희 | A Improved Punching Machine For Straight Punching and Construction Method Thereof |
KR102288380B1 (en) | 2021-04-08 | 2021-08-09 | 지원섭 | Apparatus for direct boring |
CN115609765A (en) * | 2022-09-23 | 2023-01-17 | 中化学交通建设集团有限公司 | Closed hydraulic pressure water drill for washing sky and old bridge reinforcing and drilling method |
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