CN109424322A - One kind can undergauge bit and its construction method - Google Patents
One kind can undergauge bit and its construction method Download PDFInfo
- Publication number
- CN109424322A CN109424322A CN201710746777.6A CN201710746777A CN109424322A CN 109424322 A CN109424322 A CN 109424322A CN 201710746777 A CN201710746777 A CN 201710746777A CN 109424322 A CN109424322 A CN 109424322A
- Authority
- CN
- China
- Prior art keywords
- moving vane
- bit
- undergauge
- spray orifice
- inserted pin
- 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 26
- 239000007921 spray Substances 0.000 claims abstract description 25
- 238000005553 drilling Methods 0.000 claims abstract description 13
- 239000000843 powder Substances 0.000 claims abstract description 8
- 239000007788 liquid Substances 0.000 claims abstract description 5
- 230000000694 effects Effects 0.000 claims description 5
- 238000010008 shearing Methods 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims description 2
- 239000002689 soil Substances 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 3
- 230000002787 reinforcement Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000011109 contamination Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 239000011796 hollow space material Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 231100000241 scar Toxicity 0.000 description 1
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
- 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
-
- 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
- E21B10/60—Drill bits characterised by conduits or nozzles for drilling fluids
- E21B10/61—Drill bits characterised by conduits or nozzles for drilling fluids characterised by the nozzle structure
-
- 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
It can undergauge bit and its construction method the present invention relates to one kind, the drill bit includes six square joints, moving vane one, pivot bolt, shaft, anchor ear, inserted pin special, moving vane two, spray orifice one, moving vane three, plate tooth, spray orifice two, spray orifice three, six square joint is connect with drilling rod, moving vane one, moving vane two, moving vane three is mounted on respective anchor ear by pivot bolt and inserted pin special, the plate tooth is mounted on moving vane three, and the spray orifice is arranged on shaft.The present invention can the large size prefabricated hollow unit of construction quick, without squeezing soil, and can whitewash as needed liquid, dry powder or other reinforcement materials are to improve the bearing capacity of pile body.
Description
Technical field
The present invention relates to the mechanical related more particularly to one kind of underground construction directly to pull out from precast hollow component hollow space
Out can undergauge bit.
Background technique
Pile foundation construction method is mainly by artificial digging pile at present, and Driven Piles, static pressed pile, cast-in-situ bored pile etc. are several, people
Work caisson low efficiency, construction personnel's degree of risk are high;Noise pollution is serious in Driven Piles work progress, strictly restricts its hair
Exhibition;Though static pressed pile has low noise, free of contamination feature, its soil compaction effect is obvious, and in cannot entering, macro scar so that
High-intensitive prefabricated pile bearing capacity is not fully played;Cast-in-situ bored pile uses mud off, and mud contamination is serious.One
Kind can undergauge bit and its construction method can effectively solve the above difficulty.
Summary of the invention
It is an object of the present invention to provide one kind can undergauge bit and its construction method.To solve the above problems, can undergauge bit
It constructs for precast hollow component, construction without squeezing soil not only may be implemented, but also can choose whether whitewashing liquid, dry powder or other reinforcings
Material etc. is reinforced to improve bearing capacity, can also be entered rock construction, be obtained the high bearing capacity of precast hollow component sufficiently
Play, reduce cost, can undergauge bit cutting construction, after pile sinking can undergauge extract, it is convenient to construct, high-efficient.
The present invention is realized by following technical approach:
One kind can undergauge bit and its construction method, the drill bit mainly includes six square joints, moving vane one, fulcrum spiral shell
Bolt, shaft, anchor ear, inserted pin special, moving vane two, spray orifice one, moving vane three, plate tooth, spray orifice two, spray orifice three, described six
Square joint is connect with drilling rod, moving vane one, moving vane two, and moving vane three is installed by pivot bolt and inserted pin special
On respective anchor ear, the plate tooth is mounted on moving vane three, and the spray orifice is arranged on shaft.
The drill bit is mainly used for the precast hollow component that internal diameter is greater than 400mm.
It can elbow-board tooth, pick on the moving vane.
The drill bit sets multiple spray orifices, and difference can jet, whitewashing and spray powder.
The inserted pin special when precast hollow component sinks in place, be sheared under the pulling force that extraordinary stake machine provides it is disconnected or
It is self-possessed by pile body and cuts, realizes vanes retract.
1) setting-out, extraordinary stake machine are in place;
2) large size prefabricated hollow unit is inserted in drilling rod by dismounting drilling rod, connection can undergauge bit, at this time can undergauge bit
Moving vane one, moving vane two, moving vane three are open configuration;
3) mechanical driver unit, lower turn of cutting, as needed can whitewash simultaneously liquid, air or dry powder are opened;
4) to after designed elevation, above mention can undergauge bit, hale shearing inserted pin special, moving vane one, moving vane two,
Moving vane three retracts, and is close to shaft;
5) propose drilling rod, reinstall can inserted pin special on undergauge bit, move back to next construction location and repeat front 1)
~5) step is constructed.
Compared with prior art, the present invention provide one kind can undergauge bit and its construction method, have the advantage that
1, using piling construction after the digging of drill bit elder generation, noiseless in work progress, without squeezing soil, effect on environment is small;
2, high-strength plate tooth, pick can be inlayed on drill bit moving vane, can carries out constructing into rock, holds prefabricated components
It carries power to be not fully exerted in firm hard formation, reduces construction cost;
3, drill bit is designed using more spray orifices, can be selected according to geological conditions spray slurries, dry powder or other reinforcement materials into
Bearing capacity of single pile is reinforced and improved to row;
4, can undergauge bit cutting construction, after pile sinking can undergauge extract, it is convenient to construct, and pile sinking is high-efficient.
Detailed description of the invention
Fig. 1 is can undergauge bit structural schematic diagram
The spray of 1 six square joint, 2 moving vane, one 3 pivot bolt, 4 shaft, 5 anchor ear, 6 inserted pin special, 7 moving vane 28
2 12 spray orifice three of hole one 9 moving vane, 3 10 plate tooth, 11 spray orifice
Fig. 2 is can undergauge bit piling construction schematic diagram
The extraordinary machine 15 of 13 precast hollow component 14 can undergauge bit
Fig. 3 be can undergauge bit drill bit rise pull out schematic diagram
Specific embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.The present embodiment is with technical solution of the present invention
Premised on implemented, the detailed implementation method and specific operation process are given, but protection scope of the present invention is not limited to
Following embodiments.
Embodiment
As shown in Figure 1, one kind can undergauge bit and its construction method, the drill bit mainly includes six square joints 1, movable leaf
Piece 1, pivot bolt 3, shaft 4, anchor ear 5, inserted pin special 6, moving vane 27, spray orifice 1, moving vane 39, plate tooth
10, spray orifice 2 11, spray orifice 3 12, six square joint 1 are connect with extraordinary stake driver drilling rod, moving vane 1, moving vane 27,
Moving vane 39 is mounted on respective anchor ear 5 by pivot bolt 2 and inserted pin special 6, and the plate tooth 10 is mounted on activity
On blade 39, the spray orifice is arranged on shaft.
It can undergauge bit its construction method the present invention relates to one kind, comprising the following steps:
1) setting-out, extraordinary stake machine 14 are in place;
2) large size prefabricated hollow unit 13 is inserted in drilling rod by dismounting drilling rod, connection can undergauge bit 15, at this time can undergauge
Moving vane 1, moving vane 27,9 moving vanes three are open configuration on drill bit 15;
3) unlatching mechanical driver unit, lower turn, as needed can whitewash simultaneously liquid, air or dry powder;
4) to after designed elevation, above mention can undergauge bit 15, hale shearing inserted pin special 6, moving vane 1, movable leaf
Piece 27, moving vane 39 retract, and are close to shaft 4;
5) propose drilling rod, reinstall can inserted pin special 6 on undergauge bit 15, move back to next construction location and repeat front
1)~5) step is constructed.
Claims (6)
1. one kind can undergauge bit and its construction method, the drill bit include six square joints, moving vane one, pivot bolt, axis
Bar, anchor ear, inserted pin special, moving vane two, spray orifice one, moving vane three, plate tooth, spray orifice two, spray orifice three, six square joint
It is connect with drilling rod, moving vane one, moving vane two, moving vane three are mounted on respectively by pivot bolt and inserted pin special
Anchor ear on, the plate tooth is mounted on moving vane three, and the spray orifice is arranged on shaft.
2. one kind according to claim 1 can undergauge bit, which is characterized in that the drill bit is greater than for internal diameter
The precast hollow component of 400mm.
3. one kind according to claim 1 can undergauge bit, which is characterized in that on the moving vane can elbow-board tooth,
Pick.
4. one kind according to claim 1 can undergauge bit, which is characterized in that the drill bit sets multiple spray orifices, respectively
It can jet, whitewashing liquid and spray powder.
5. one kind according to claim 1 can undergauge bit, which is characterized in that the inserted pin special is in precast hollow component
Disconnected, realization vanes retract is sheared when sinking in place.
6. one kind according to claim 1 can undergauge bit, which is characterized in that the construction method, main includes such as
Lower step:
1) setting-out, extraordinary stake machine are in place;
2) large size prefabricated hollow unit is inserted in drilling rod by dismounting drilling rod, connection can undergauge bit, at this time can undergauge bit activity
Blade one, moving vane two, moving vane three are open configuration;
3) mechanical driver unit, lower turn of cutting, as needed that air, slurries or dry powder can be sprayed simultaneously are opened;
4) to after designed elevation, above mention can undergauge bit, hale shearing inserted pin special, moving vane one, moving vane two, activity
Blade three retracts, and is close to shaft;
5) propose drilling rod, reinstall can inserted pin special on undergauge bit, move back to next construction location and repeat front 1)~5)
Step construction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710746777.6A CN109424322A (en) | 2017-08-27 | 2017-08-27 | One kind can undergauge bit and its construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710746777.6A CN109424322A (en) | 2017-08-27 | 2017-08-27 | One kind can undergauge bit and its construction method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN109424322A true CN109424322A (en) | 2019-03-05 |
Family
ID=65501678
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201710746777.6A Pending CN109424322A (en) | 2017-08-27 | 2017-08-27 | One kind can undergauge bit and its construction method |
Country Status (1)
Country | Link |
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CN (1) | CN109424322A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113175303A (en) * | 2021-05-27 | 2021-07-27 | 城地建设集团有限公司 | Dry-method rotary extrusion-expansion drill bit and construction method |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0533341A (en) * | 1991-07-29 | 1993-02-09 | Tenotsukusu:Kk | Auger for boring for soil cement composite pile |
JPH11303561A (en) * | 1998-04-22 | 1999-11-02 | Toyo Kikaku Kk | Drilling bit |
JP5384761B1 (en) * | 2012-12-29 | 2014-01-08 | 株式会社ベステムサービス | Anchor bolt construction method and diameter-expanded drill shaft for blade bolt |
CN207620726U (en) * | 2017-08-27 | 2018-07-17 | 上海城地建设股份有限公司 | One kind can undergauge bit |
-
2017
- 2017-08-27 CN CN201710746777.6A patent/CN109424322A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0533341A (en) * | 1991-07-29 | 1993-02-09 | Tenotsukusu:Kk | Auger for boring for soil cement composite pile |
JPH11303561A (en) * | 1998-04-22 | 1999-11-02 | Toyo Kikaku Kk | Drilling bit |
JP5384761B1 (en) * | 2012-12-29 | 2014-01-08 | 株式会社ベステムサービス | Anchor bolt construction method and diameter-expanded drill shaft for blade bolt |
CN207620726U (en) * | 2017-08-27 | 2018-07-17 | 上海城地建设股份有限公司 | One kind can undergauge bit |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113175303A (en) * | 2021-05-27 | 2021-07-27 | 城地建设集团有限公司 | Dry-method rotary extrusion-expansion drill bit and construction method |
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