CN111425145A - Drill bit device for pipe curtain construction - Google Patents
Drill bit device for pipe curtain construction Download PDFInfo
- Publication number
- CN111425145A CN111425145A CN202010205965.XA CN202010205965A CN111425145A CN 111425145 A CN111425145 A CN 111425145A CN 202010205965 A CN202010205965 A CN 202010205965A CN 111425145 A CN111425145 A CN 111425145A
- Authority
- CN
- China
- Prior art keywords
- rod
- drill bit
- pipe curtain
- bit device
- curtain construction
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 20
- 230000008859 change Effects 0.000 abstract description 7
- 230000009286 beneficial effect Effects 0.000 abstract description 3
- 230000002349 favourable effect Effects 0.000 abstract description 3
- 238000005553 drilling Methods 0.000 description 9
- 239000011435 rock Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 5
- 239000002689 soil Substances 0.000 description 5
- 230000008569 process Effects 0.000 description 3
- 241001074085 Scophthalmus aquosus Species 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification 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
- E21B10/62—Drill bits characterised by parts, e.g. cutting elements, which are detachable or adjustable
-
- 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
- E21B10/26—Drill bits with leading portion, i.e. drill bits with a pilot cutter; Drill bits for enlarging the borehole, e.g. reamers
- E21B10/32—Drill bits with leading portion, i.e. drill bits with a pilot cutter; Drill bits for enlarging the borehole, e.g. reamers with expansible cutting tools
- E21B10/327—Drill bits with leading portion, i.e. drill bits with a pilot cutter; Drill bits for enlarging the borehole, e.g. reamers with expansible cutting tools the cutter being pivoted about a longitudinal axis
-
- 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
- E21B10/43—Rotary drag type drill bits with teeth, blades or like cutting elements, e.g. fork-type bits, fish tail bits characterised by the arrangement of teeth or other cutting elements
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
The invention discloses a drill bit device for pipe curtain construction, which comprises a fixed rod, a guide rod arranged at one end of the fixed rod, a plurality of rotary rods hinged on the guide rod, a sliding sleeve arranged on the fixed rod in a sliding manner, and an adjusting rod hinged between the sliding sleeve and the rotary rods. The invention has the beneficial effects that: this scheme can once only carry out the probing pore-forming to extremely dark, extremely thick address, does not need alternate use jacking drill bit and auger bit, is favorable to improving the efficiency of pore-forming, shortens construction cycle to can change the aperture as required.
Description
Technical Field
The invention relates to the technical field of drilling, in particular to a drill bit device for pipe curtain construction.
Background
Traditional pipe curtain, the pipe canopy, large-scale side slope support pore-forming technique, use for single jacking drill bit and auger bit at present in the jacking work progress, current single drill bit pore-forming speed is slow, can only produce thrust extrusion pore-forming forward, meet complicated geology and exist pore-forming speed slow, the card brill phenomenon appears easily, need wholly extract and change the drill bit when taking place the card brill and meet unfavorable geology, change the jacking drill bit again after the auger bit reaming of change, can seriously influence the time limit for a project, simultaneously can not real-time dynamic adjustment diameter of rotation and axis rectify a deviation.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention aims to provide a drill bit device for pipe curtain construction, which is used for improving the speed of jacking for forming a hole and has the function of dynamically adjusting the hole diameter in the hole forming process.
The invention is realized by the following technical scheme: the utility model provides a drill bit device of pipe curtain construction usefulness, includes the dead lever, sets up guide bar, a plurality of rotary rod, the slip sleeve that slides and set up on the dead lever on the guide bar at dead lever one end and articulate the regulation pole between slip sleeve and rotary rod.
Further, in order to better realize the invention, a plurality of external teeth are arranged on the rotating rod.
Further, in order to better realize the invention, the outer teeth are conical or truncated cone-shaped; the external teeth are in threaded connection with the rotating rod.
Furthermore, in order to better realize the invention, the guide rod is cylindrical, a plurality of mounting plates parallel to the axis of the guide rod are arranged on the guide rod, the rotating rod is hinged with the mounting plates, the mounting plates are uniformly distributed in the circumferential direction of the guide rod in an annular shape, and the mounting plates are arc-shaped.
Further, in order to better implement the present invention, the free end of the guide rod is a slope inclined with respect to the axial direction.
Further, in order to better implement the present invention, the fixing rod is prism-shaped.
Furthermore, in order to better realize the invention, a limiting structure for locking the sliding sleeve is arranged on the sliding sleeve.
Further, in order to better realize the invention, the free end of the fixed rod is provided with a connecting structure connected with the jacking rotating equipment.
The beneficial effect that this scheme obtained is:
this scheme can once only carry out the probing pore-forming to extremely dark, extremely thick geology, does not need alternate use jacking drill bit and auger bit, is favorable to improving the efficiency of pore-forming, shortens construction cycle to can change the aperture as required.
Drawings
FIG. 1 is a schematic structural diagram of the present embodiment;
the device comprises a guide rod 1, a rotating rod 2, a sliding sleeve 3, a fixed rod 4, a threaded shaft 5, an external tooth 6, a connecting hole 7, an installation plate 8, an adjusting rod 9 and an adjusting rod installation plate 10.
Detailed Description
The present invention will be described in further detail with reference to examples, but the embodiments of the present invention are not limited thereto.
Example 1:
as shown in fig. 1, in this embodiment, a drill bit device for pipe curtain construction includes a fixing rod 4, a guide rod 1 disposed at one end of the fixing rod 4, a plurality of rotating rods 2 hinged on the guide rod 1, a sliding sleeve 3 slidably disposed on the fixing rod 4, and an adjusting rod 9 hinged between the sliding sleeve 3 and the rotating rod 2.
During construction, the fixing rod 4 is connected with the jacking rotating equipment, the jacking rotating equipment drives the fixing rod 4 to rotate, the guide rod 1 is driven to rotate through the fixing rod 4, downward pressure is applied to the fixing rod 4 through the jacking rotating equipment, the guide rod 1 is made to rotate to enter the underground, and the rotary rod 2 on the guide rod 1 rotates to enter the underground to realize the drilling function.
The sliding sleeve 3 is controlled to slide on the fixed rod 4 through jacking rotating equipment, the angle of the rotating rod 2 can be adjusted as required, and therefore the effective range of the soil body damaged by the rotating rod 2 is adjusted. Destroy soil body, rock through the rotation of rotary rod 2, when rotary rod 2 descends to a certain position and need adjust the pore-forming diameter, utilize the top to advance rotary equipment control sliding sleeve 3 and remove, can realize the regulation of pore-forming diameter. The work of withdrawing the drill bit, replacing the drill bit and the like is not required, and the construction efficiency is improved.
In the drilling process, the guide rod 1 drills out small holes in advance to guide subsequent drilling, so that the drilling precision and efficiency are improved, and the drilling inclination is prevented.
Laser guiding device can be set up in guide bar 1 to this effect that can utilize laser to play the direction at the in-process of driling is favorable to improving the precision of driling. In this embodiment, it is prior art that the laser guiding device is used for drilling, and the specific structure and the theory of operation of laser guiding device do not make the improvement point of this scheme, and the specific structure and the theory of operation of laser guiding device are not prescribed a limit and repeated here.
Example 2:
on the basis of the above embodiment, in the present embodiment, the rotating rod 2 is provided with a plurality of external teeth 6. Utilize external tooth 6 to form the protruding structure of spaced, can improve the efficiency of rotary rod 2 broken rock to can the higher rock of crushing strength, thereby improve the efficiency of drilling.
In this embodiment, the external teeth 6 are conical or truncated cone-shaped. This can improve the sharpness of the external teeth 6, and can further improve the efficiency of crushing rock, and can realize a rock having higher crushing strength.
In the present embodiment, the external teeth 6 are screwed to the rotary rod 2. With this connection strength that can guarantee external tooth 6 and rotary rod 2 to can change after external tooth 6 consumes, damages, also can have more specific construction demand, change the external tooth 6 of different sizes, different shapes.
Example 3:
on the basis of the above-mentioned embodiment, in this embodiment, guide bar 1 be cylindrical, be provided with a plurality of and the parallel mounting panel 8 of guide bar 1 axis on guide bar 1, rotary rod 2 articulated with mounting panel 8, mounting panel 8 is the circumferencial direction of annular evenly distributed at guide bar 1, mounting panel 8 be arc. The rotary rod 2 is hinged to the mounting plate 8, so that reasonable layout is facilitated, and the problem that the strength of the guide rod 1 is reduced due to the fact that the guide rod 1 is grooved is avoided.
The mounting plate 8 is designed to be arc-shaped, when the drill bit rotates at a high speed, the arc surface of the mounting plate 8 and the rotary rod 2 rotate at a high speed to form a smooth conical structure, so that the rotary rod 2 can be conveniently cut into soil or rock, the mounting plate 8 is prevented from colliding with the rock to break, and the drilling efficiency is improved.
The sliding sleeve 3 can also be provided with a corresponding adjusting rod mounting plate 10, so that the adjusting rod 9 is hinged with the adjusting rod mounting plate 10, and the sliding sleeve 3 is ensured to have enough strength.
Example 4:
in addition to the above embodiments, in the present embodiment, the free end of the guide rod 1 is a slope inclined with respect to the axial direction. The front end of the guide rod 1 can extrude the surrounding soil body by utilizing the inclined plane in the forward jacking process, so that the hole forming efficiency is improved. The soil body can also exert reaction force to the inclined plane, avoid the front end of guide bar 1 to take place great vibration, prevent that the advancing direction of guide bar 1 from taking place the deviation and realizing the function of rectifying in real time.
Example 5:
on the basis of the above embodiment, in the present embodiment, the fixing rod 4 is prism-shaped. Thereby, the relative rotation between the sliding sleeve 3 and the fixing rod 4 can be avoided, which is beneficial to keeping the relative position of the rotating rod 2 stable and improving the rigidity of the rotating rod 2.
In this embodiment, the sliding sleeve 3 is provided with a limiting structure for locking the sliding sleeve 3. The limiting structure is a connecting hole 7 formed in the sliding sleeve 3, so that the corresponding adjusting structure on the jacking rotating equipment is matched with the connecting hole 7, and the adjusting structure can be used for controlling the position of the sliding sleeve 3 to achieve the adjusting effect. In this embodiment, the jacking rotary equipment be prior art, and the relative position of sliding sleeve 3 and dead lever 4 can be adjusted through the jacking rotary equipment to the technical personnel in the field, and the concrete structure and the theory of operation of jacking rotary equipment do not regard as the improvement point of this scheme, do not give unnecessary details to the concrete structure and the theory of operation of jacking rotary equipment here.
In this embodiment, the free end of the fixing rod 4 is provided with a connecting structure connected with the jacking rotation device. The connecting structure adopts the threaded shaft 5 arranged at the free end of the fixed rod 4, and the threaded shaft 5 is connected with the structure thread of the countryside sound of the jacking rotating equipment, so that the connecting and driving functions are realized, and the drill bit is convenient to install, disassemble and replace.
In this embodiment, other undescribed contents are the same as those in the above embodiment, and thus are not described again.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way, and all simple modifications and equivalent variations of the above embodiments according to the technical spirit of the present invention are included in the scope of the present invention.
Claims (8)
1. The utility model provides a drill bit device of pipe curtain construction usefulness which characterized in that: the device comprises a fixed rod (4), a guide rod (1) arranged at one end of the fixed rod (4), a plurality of rotary rods (2) hinged on the guide rod (1), a sliding sleeve (3) arranged on the fixed rod (4) in a sliding mode and an adjusting rod (9) hinged between the sliding sleeve (3) and the rotary rods (2).
2. The drill bit device for pipe curtain construction according to claim 1, wherein: the rotary rod (2) is provided with a plurality of external teeth (6).
3. The drill bit device for pipe curtain construction according to claim 2, wherein: the outer teeth (6) are conical or truncated cone-shaped; the external teeth (6) are in threaded connection with the rotating rod (2).
4. The drill bit device for pipe curtain construction according to claim 1, wherein: guide bar (1) be cylindrical, be provided with mounting panel (8) that a plurality of and guide bar (1) axis are parallel on guide bar (1), rotary rod (2) articulated with mounting panel (8), mounting panel (8) are the circumferencial direction of annular evenly distributed at guide bar (1), mounting panel (8) be arc.
5. The drill bit device for pipe curtain construction according to claim 4, wherein: the free end of the guide rod (1) is an inclined plane inclined relative to the axial direction.
6. The drill bit device for pipe curtain construction according to claim 1, wherein: the fixing rod (4) is prismatic.
7. The drill bit device for pipe curtain construction according to claim 6, wherein: the sliding sleeve (3) is provided with a limiting structure for locking the sliding sleeve (3).
8. The drill bit device for pipe curtain construction according to claim 1, wherein: and the free end of the fixed rod (4) is provided with a connecting structure connected with jacking rotary equipment.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010205965.XA CN111425145A (en) | 2020-03-23 | 2020-03-23 | Drill bit device for pipe curtain construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010205965.XA CN111425145A (en) | 2020-03-23 | 2020-03-23 | Drill bit device for pipe curtain construction |
Publications (1)
Publication Number | Publication Date |
---|---|
CN111425145A true CN111425145A (en) | 2020-07-17 |
Family
ID=71548529
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202010205965.XA Pending CN111425145A (en) | 2020-03-23 | 2020-03-23 | Drill bit device for pipe curtain construction |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN111425145A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113585956A (en) * | 2021-08-27 | 2021-11-02 | 河北力夯基础工程有限公司 | Rotary expansion disc-forming special-shaped drilling tool in rock |
CN114837558A (en) * | 2022-05-27 | 2022-08-02 | 重庆交通大学 | Drill jumbo-based tool bit sleeve for directional grooving of special-shaped holes |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1837481A1 (en) * | 2006-03-24 | 2007-09-26 | Mitsubishi Materials Corporation | Drilling tool and drilling method |
CN102953684A (en) * | 2012-11-30 | 2013-03-06 | 中铁建工集团有限公司 | Drill rod with ream bit |
CN107630703A (en) * | 2017-10-23 | 2018-01-26 | 中铁八局集团第二工程有限公司 | Band blade telescopic tube curtain jacking drill bit |
CN207131339U (en) * | 2017-06-26 | 2018-03-23 | 深圳宏业基岩土科技股份有限公司 | The reaming bit of Soft Soil Layer anchor bolt construction |
CN110857617A (en) * | 2018-08-23 | 2020-03-03 | 北京华铁时代建设发展有限公司 | Reducing drill bit and spiral drilling machine |
-
2020
- 2020-03-23 CN CN202010205965.XA patent/CN111425145A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1837481A1 (en) * | 2006-03-24 | 2007-09-26 | Mitsubishi Materials Corporation | Drilling tool and drilling method |
CN102953684A (en) * | 2012-11-30 | 2013-03-06 | 中铁建工集团有限公司 | Drill rod with ream bit |
CN207131339U (en) * | 2017-06-26 | 2018-03-23 | 深圳宏业基岩土科技股份有限公司 | The reaming bit of Soft Soil Layer anchor bolt construction |
CN107630703A (en) * | 2017-10-23 | 2018-01-26 | 中铁八局集团第二工程有限公司 | Band blade telescopic tube curtain jacking drill bit |
CN110857617A (en) * | 2018-08-23 | 2020-03-03 | 北京华铁时代建设发展有限公司 | Reducing drill bit and spiral drilling machine |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113585956A (en) * | 2021-08-27 | 2021-11-02 | 河北力夯基础工程有限公司 | Rotary expansion disc-forming special-shaped drilling tool in rock |
CN114837558A (en) * | 2022-05-27 | 2022-08-02 | 重庆交通大学 | Drill jumbo-based tool bit sleeve for directional grooving of special-shaped holes |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN111425145A (en) | Drill bit device for pipe curtain construction | |
CN105781424A (en) | Variable-diameter drilling bit mechanism for drill stem | |
CN105781436B (en) | A kind of tunnel support drilling robot | |
CN104775754A (en) | Pole disc type multi-boom drill jumbo | |
CN110593764B (en) | Reducing drill bit device and pit digging equipment | |
CN211201768U (en) | Reducing drill bit device and pit digging equipment | |
CN109267572B (en) | Good ground anchor structure of stability | |
CN105298392A (en) | Quick broaching method and structure | |
CN114458153A (en) | Drilling equipment for tunnel construction | |
CN211201758U (en) | Variable-diameter enlarged-head anchor rod drilling machine | |
CN104712251A (en) | Pedestal drill and method for conducting concrete structure rear anchorage through same | |
CN206888914U (en) | One kind can reaming helicoid hydraulic motor | |
CN206374042U (en) | Adjustable openings device drill bit | |
CN2816323Y (en) | Concrete foundation high-precision level boring device | |
CN205047229U (en) | Medium and small tunnel boring machine | |
CN108457596A (en) | It is a kind of to bore Self-sinking type borehole wall guard system certainly | |
CN211201767U (en) | Variable-diameter drill bit and variable-diameter drill bit device | |
CN110607816A (en) | Mechanical arm of earth boring machine | |
CN220185040U (en) | Reamer for geological drilling | |
CN216240441U (en) | Pile expanding equipment for municipal road and bridge engineering | |
CN220599707U (en) | Ore finding drilling device | |
CN213743259U (en) | Rotary drill bit of rotary drilling machine | |
CN218669220U (en) | Drilling speed-up device with composite drill bit | |
CN219281657U (en) | Drilling equipment for geotechnical engineering | |
CN216379518U (en) | Equipment for placing steel pipe pile underground |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200717 |