CN206942669U - Stake drilling aid under a kind of aqueous geological stratification of water conservancy construction - Google Patents

Stake drilling aid under a kind of aqueous geological stratification of water conservancy construction Download PDF

Info

Publication number
CN206942669U
CN206942669U CN201720738235.XU CN201720738235U CN206942669U CN 206942669 U CN206942669 U CN 206942669U CN 201720738235 U CN201720738235 U CN 201720738235U CN 206942669 U CN206942669 U CN 206942669U
Authority
CN
China
Prior art keywords
drill bushing
main drill
bearing
geological stratification
water conservancy
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.)
Expired - Fee Related
Application number
CN201720738235.XU
Other languages
Chinese (zh)
Inventor
张智瑛
耿清胜
冯书英
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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
Application filed by Individual filed Critical Individual
Priority to CN201720738235.XU priority Critical patent/CN206942669U/en
Application granted granted Critical
Publication of CN206942669U publication Critical patent/CN206942669U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Earth Drilling (AREA)

Abstract

Stake drilling aid discloses a kind of existing rig of cooperation and carries out the aqueous lower stake of geological stratification drilling under a kind of aqueous geological stratification of water conservancy construction of the utility model, mitigates the device that the soil body avalanche of drill hole inner wall influences.It is characterized in that multiple outer tool rests are homogeneously disposed on main drill bushing outer wall by mounting pin respectively, installation neck is provided with the outer tool rest, circumscribed blade is placed in installation neck, hangnail is equipped with the circumscribed blade, multiple interior cutting blades are uniformly equipped with the main drill bushing inwall, the main drill bushing cuts brill chamber in being built-in with, the bearing outer ring is provided with least two and extends radially through groove, described axis of guide one end is fixed on the end face of main drill bushing, the other end passes from extending radially through in groove on bearing outer ring, spring is cased with the axis of guide, spring is between main drill bushing and bearing.Storage slag chute is provided with the main drill bushing inwall, the depth of the storage slag chute close to bearing one end to the other end from gradually increasing.

Description

Stake drilling aid under a kind of aqueous geological stratification of water conservancy construction
Technical field
Stake drilling aid under a kind of aqueous geological stratification of water conservancy construction of the utility model, it is related to one kind in water conservancy construction mistake Cheng Zhong, to the device that stake drilling is aided under aqueous geological stratification, belong to water conservancy construction field.More particularly to a kind of cooperation is existing Rig carries out the lower stake of aqueous geological stratification drilling, mitigates the device that the soil body avalanche of drill hole inner wall influences.
Background technology
At present, during water conservancy construction, the lower stake that drills can be carried out to ground, to carry out supporting or other work, bored During hole, the situation that the soil is porous can be run into, is especially all in the aqueous geological stratification area such as beach, soil property from top to down Loose, because soil property is soft, easily there is the soil body avalanche of drill hole inner wall, after piercing, the soil body sink borehole sealing, makes Must drill to be used, while drill bit is difficult to withdraw, and existing to use impact drill, the up-and-down movement by drilling tool is entered more Row drilling, but vibration caused by impacting can aggravate the avalanche of the drill hole inner wall soil body, drilling effect is bad, and when drilling, it is right The fixation of drilling tool is also problem, is also had using combinationdrill, but combinationdrill complicated, tedious process, inconvenience In movement, it is very inconvenient to use, and more suitable for large-scale water conservancy construction engineering, for the provisional drilling branch of part Shield is inapplicable, can not meet the provisional supporting drilling demand of a small range.
The content of the invention
In order to improve the above situation, stake drilling aid provides under a kind of aqueous geological stratification of water conservancy construction of the utility model It is a kind of to coordinate existing rig to carry out the aqueous lower stake of geological stratification drilling, mitigate the device that the soil body avalanche of drill hole inner wall influences.Knot Structure is simple, convenient and practical.
Stake drilling aid is realized under a kind of aqueous geological stratification of water conservancy construction of the utility model:This practicality is new Stake drilling aid bores chamber, storage slag chute, inscribe by main drill bushing, mounting pin, interior cut under a kind of aqueous geological stratification of water conservancy construction of type Sword, bearing, the axis of guide, spring, installation neck, circumscribed blade and outer tool rest composition, multiple outer tool rests are equal by mounting pin respectively It is even to be placed on main drill bushing outer wall, installation neck is provided with the outer tool rest, circumscribed blade is placed in installation neck, the outer cut Hangnail is equipped with piece, is uniformly equipped with multiple interior cutting blades on the main drill bushing inwall, the main drill bushing be built-in with cut brill chamber, it is described Bearing outer ring is provided with least two and extends radially through groove, and described axis of guide one end is fixed on the end face of main drill bushing, and the other end is from axle Extending radially through in groove on bearing outer-ring passes, and spring is cased with the axis of guide, spring is between main drill bushing and bearing.It is described Storage slag chute is provided with main drill bushing inwall, the depth of the storage slag chute close to bearing one end to the other end from gradually increasing.
In use, when carrying out stake under water conservancy construction drilling to aqueous geological stratification, bearing outer ring is connected with rig first Connect, bearing inner race is connected with external pipe, main drill bushing is placed vertically on the ground, rig band dynamic bearing rotates, bearing Driving main drill bushing to rotate by the axis of guide, while push down on bearing, bearing drives main drill bushing to move down by the axis of guide, from And in main drill bushing precession ground, main drill bushing drives multiple outer tool rests on outer wall to rotate, and outer tool rest drives circumscribed blade rotation, from And circumscribed blade is cut the soil layer on the outside of main drill bushing, the interior cutting blade on main drill bushing inwall is carried out to the soil layer in main drill bushing Cutting, part are cut slag and can entered in storage slag chute, meanwhile, bearing drives pipeline to move down, and pipeline progresses into drilling It is interior, drill hole inner wall is supported, inwall soil slide is prevented, puts barbed design on the circumscribed blade, can aid in Circumscribed blade is cut soil layer, is further improved stock-removing efficiency, the design of the storage slag chute, is easy to cut the entrance of slag, Reach the stake in the case where coordinating existing rig to carry out aqueous geological stratification drilling, mitigate the purpose that the soil body avalanche of drill hole inner wall influences.
Beneficial effect.
First, it is simple in construction, it is convenient and practical.
2nd, cost is cheap, easy to spread.
3rd, the lower stake of aqueous geological stratification drilling, the influence of drill hole inner wall soil body avalanche can be mitigated.
Brief description of the drawings
Fig. 1 is the three-dimensional structure diagram of stake drilling aid under a kind of aqueous geological stratification of water conservancy construction of the utility model.
In accompanying drawing
Wherein part is:Main drill bushing(1), mounting pin(2), inside cut brill chamber(3), store up slag chute(4), interior cutting blade(5), bearing (6), the axis of guide(7), spring(8), neck is installed(9), circumscribed blade(10), outer tool rest(11).
Embodiment:
Under a kind of aqueous geological stratification of water conservancy construction of the utility model stake drilling aid be achieved in that in use, When carrying out stake under water conservancy construction drilling to aqueous geological stratification, first by bearing(6)Outer ring is connected with rig, by bearing(6) Inner ring is connected with external pipe, by main drill bushing(1)It is vertical to place on the ground, rig band dynamic bearing(6)Rotate, bearing(6) Pass through the axis of guide(7)Drive main drill bushing(1)Rotate, while push down on bearing(6), bearing(6)Pass through the axis of guide(7)Drive master Drill bushing(1)Move down, so as to main drill bushing(1)In precession ground, main drill bushing(1)Drive multiple outer tool rests on outer wall(11)Turn It is dynamic, outer tool rest(11)Drive circumscribed blade(10)Rotate, so as to circumscribed blade(10)To main drill bushing(1)The soil layer in outside is cut Cut, main drill bushing(1)Interior cutting blade on inwall(5)To main drill bushing(1)Interior soil layer is cut, and slag is cut in part can enter storage Slag chute(4)It is interior, meanwhile, bearing(6)Pipeline is driven to move down, pipeline is progressed into drilling, is propped up drill hole inner wall Support, prevents inwall soil slide, the circumscribed blade(10)On put barbed design, circumscribed blade can be aided in(10)To soil Layer is cut, and further improves stock-removing efficiency, the storage slag chute(4)Design, be easy to cut slag entrance, reach and coordinating Existing rig carries out the lower stake of aqueous geological stratification drilling, mitigates the purpose that the soil body avalanche of drill hole inner wall influences.

Claims (2)

1. stake drilling aid under a kind of aqueous geological stratification of water conservancy construction, it is characterized in that:By main drill bushing, mounting pin, interior cut brill Chamber, storage slag chute, interior cutting blade, bearing, the axis of guide, spring, installation neck, circumscribed blade and outer tool rest composition, multiple outer tool rests point It is not homogeneously disposed in by mounting pin on main drill bushing outer wall, installation neck is provided with the outer tool rest, circumscribed blade is placed in installation card In groove, hangnail is equipped with the circumscribed blade, is uniformly equipped with multiple interior cutting blades on the main drill bushing inwall, built in the main drill bushing Brill chamber is cut in having, the bearing outer ring is provided with least two and extends radially through groove, and described axis of guide one end is fixed on the end of main drill bushing On face, the other end is passed from extending radially through in groove on bearing outer ring, and spring is cased with the axis of guide, and spring is located at main drill bushing Between bearing, storage slag chute is provided with the main drill bushing inwall.
2. stake drilling aid under a kind of aqueous geological stratification of water conservancy construction as claimed in claim 1, it is characterised in that described The depth of slag chute is stored up from gradually increasing to the other end close to bearing one end.
CN201720738235.XU 2017-06-23 2017-06-23 Stake drilling aid under a kind of aqueous geological stratification of water conservancy construction Expired - Fee Related CN206942669U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720738235.XU CN206942669U (en) 2017-06-23 2017-06-23 Stake drilling aid under a kind of aqueous geological stratification of water conservancy construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720738235.XU CN206942669U (en) 2017-06-23 2017-06-23 Stake drilling aid under a kind of aqueous geological stratification of water conservancy construction

Publications (1)

Publication Number Publication Date
CN206942669U true CN206942669U (en) 2018-01-30

Family

ID=61364800

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720738235.XU Expired - Fee Related CN206942669U (en) 2017-06-23 2017-06-23 Stake drilling aid under a kind of aqueous geological stratification of water conservancy construction

Country Status (1)

Country Link
CN (1) CN206942669U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108843248A (en) * 2018-05-30 2018-11-20 濮阳市天隆实业有限公司 A kind of petroleum drilling and mining safe buffering system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108843248A (en) * 2018-05-30 2018-11-20 濮阳市天隆实业有限公司 A kind of petroleum drilling and mining safe buffering system

Similar Documents

Publication Publication Date Title
CN105113987A (en) Soft-hard interbedding coal seam bedding measurement while drilling (MWD) orientation drilling equipment and construction method thereof
CN205349223U (en) Drilling equipment for building
CN205638225U (en) Drilling equipment for building
CN102587958A (en) Method for mining coal seam gas
CN206942669U (en) Stake drilling aid under a kind of aqueous geological stratification of water conservancy construction
CN107130976A (en) A kind of hydraulic type push pipe mole
CN206753527U (en) A kind of comprehensive coal dust collection device of coal mine drilling
CN103216196A (en) Drilling head capable of drilling into rock used for engineering pile
CN205823162U (en) A kind of pipe-following drilling eccentric drilling device
CN220487494U (en) Geological exploration expander
CN204128853U (en) One is applicable to the spiral soil sample of sandy soil quality table and bores
CN103835647A (en) Method for drilling floating pebble bed
CN204754762U (en) Drilling equipment for building
CN208187748U (en) A kind of inter-laminar dislocation band undisturbed soil sampling device
CN203175405U (en) Rock-entering drill bit for engineering pile
CN203547547U (en) Rotor wing sliding block type drilling tool
CN201013230Y (en) Novel portable demodulator drilling machine
CN211877435U (en) Prospect sampling and collecting device
CN2698953Y (en) Tubular inner cutting type drag bit
CN202467631U (en) Geological exploration drilling rig
CN105464656A (en) Undisturbed soil column sampler
CN102322217A (en) Larger-diameter bored pile stratum section secondary pore-forming method
CN202603174U (en) Screw type cutterhead for planting pit digging machine
CN202832330U (en) Sand mechanism and drilling tool
CN206816177U (en) reaming tool

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180130

Termination date: 20180623