[go: up one dir, main page]

CN103104197A - Diameter-variable drill bit - Google Patents

Diameter-variable drill bit Download PDF

Info

Publication number
CN103104197A
CN103104197A CN2011103742118A CN201110374211A CN103104197A CN 103104197 A CN103104197 A CN 103104197A CN 2011103742118 A CN2011103742118 A CN 2011103742118A CN 201110374211 A CN201110374211 A CN 201110374211A CN 103104197 A CN103104197 A CN 103104197A
Authority
CN
China
Prior art keywords
blade
stirring vane
diameter
drill bit
drill
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
Application number
CN2011103742118A
Other languages
Chinese (zh)
Inventor
张新强
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 CN2011103742118A priority Critical patent/CN103104197A/en
Publication of CN103104197A publication Critical patent/CN103104197A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

The invention discloses a diameter-variable drill bit and aims at providing the drill pit, wherein not only can blades automatically extend to change a diameter, but also the effects of fully stirring and mud spillover prevention can be simultaneously achieved without changing of an existing cement soil mixed pile machine. Meanwhile, each drill bit can have a plurality of selections of combination of larger diameter and small diameter. The structure of the diameter-variable drill bit includes that a drill point is sleeved on a barrel body, a bearing is arranged in the center of each of both ends of the barrel body, a bearing inner ring is connected with a shaft, a square tenon on the lower end portion of the shaft is in tenon connection with a square hole in the drill point, two pairs of blade boxes are installed on the barrel body in an embedded mode, the blades are arranged in the blade boxes, a rack is arranged on one side of each blade, the shaft is connected with two gears through keys, and two opposite edges of each gear are respectively meshed with the rack of each blade. When the barrel body changes direction along with a drill bar, due to the fact that resistance of soil acts on the resistance blades on the drill point, the drill point reversely rotates relative to the barrel body to drive the shaft and the gears to rotate, and therefore the racks and the blades are enabled to extend out of the blade boxes or contract into the blade boxes. The diameter-variable drill bit can be used for piling nail-shaped cement soil mixed piles.

Description

Expansion bit
Technical field
The present invention relates to a kind of drill bit of the use of driving piles, especially relate to the cement mixing method drill bit.
Background technology
Chinese patent ZL2005-20077017.3[P] 2007-5-2, name is called Multifunction automatic diameter-enlarging drill bit, discloses a kind of drill bit that can make bit diameter enlarge or dwindle by drill bit both forward and reverse directions rotation; In " ground treatment theory and practice---the 9th national ground processed the academic discussion collected works ", " experimental study of nail type cement mixing method soft soil foundation " literary composition, with regard to this drill bit in conjunction with the bi-directional cement soil mixing pile construction technology, existing pile-forming equipment is improved, form nail-shaped two-way soil cement mixing pile.The weak point of this drill bit is to shrink blade easily to stretch the blade difficulty in soil, and whether success rate is low, open therefore need that drill bit is promoted to the ground check blade, as do not open, to manually open, each drill bit only has a kind of large path combination, if need various combination, want another bit change; In order to stop grout, must reequip existing cement-soil and stir a machine and become bi-directional cement soil mixing pile machine, make inside and outside drilling rod do respectively simultaneously forward and reverse rotation, the blade that reaches on inside and outside drilling rod is done respectively forward and reverse rotation.
Summary of the invention
The present invention has overcome above-mentioned deficiency of the prior art, provide a kind of can the automatic telescopic blade to change the drill bit of diameter, can directly use on conventional cement-soil mixing pile machine and just can not only fully stir but also can prevent grout, each drill bit can have the selection of the large path combination of multiple difference.
The present invention adopts following technical scheme: apex point is enclosed within on stack shell, when drilling rod drives stack shell change direction of rotation by flange, the resistance blade of drag effect on apex point due to soil, the relative stack shell of apex point is counter-rotated, lower end side's tenon of axle and the square hole joggle on apex point, the two ends of axle are connected with two bearings inner ring on stack shell, and the two pairs of blade caskets are inlaid in stack shell two ends, are right-angled intersection in the space and arrange.When the blade casket changes direction of rotation with stack shell, also be the rightabout rotation with stack shell with axle with two gears that key is connected, two opposite faces of each gear all with a blade casket in blade side on tooth bar engagement, make two blades be simultaneously 180 degree and oppositely stretch or shrink, thereby to make bit diameter increase or reduce.Creep into stirring vane and be positioned at below drill bit, it meets native face a downward inclination angle, produces power native and that cement paste upwards stirs in order to creeping into; The mud jacking stirring vane is positioned at above drill bit, and it meets native face has one to vertical angle, to produce downward mud jacking, to stir component, leave respectively several groups of screws on a pair of blade in office, select different screws to screw on after bolt, also just selected the piles with different footpath, as the limit position of blade hole enlargement or undergauge.
The invention has the beneficial effects as follows: drill bit can have more than a kind of hole enlargement, undergauge combination, and namely drill bit can have the function of a plurality of drill bits; Hole enlargement and undergauge be accurate and effective all, overcome the prior art undergauge easily and hole enlargement is difficult, and often need drill bit to be promoted to the inconvenience that ground artificial is opened, and will not have cement-soil mixing pile machine now and be transformed into the opposite equipment that rotates of inside and outside drilling rod, just can reach the anti-grout of mud jacking and stir sufficient effect.Because meeting native face, the mud jacking stirring vane has one to vertical angle, produce a downward mud jacking component, creep into simultaneously stirring vane one downward inclination angle is arranged, the component that the handlebar soil body and cement paste make progress, at the mud jacking stirring vane with creep into the soil body between stirring vane except the power that stirs with the drill bit circumference, also have the power that stirs up and down, the soil body and cement paste are stirred more abundant, to sum up analyze, the present invention is more effective than prior art as can be known, function is more, cost is lower.
Description of drawings
Fig. 1 is sectional view of the present invention;
Fig. 2 is the B-B sectional view of Fig. 1, and arrow is the stack shell direction of rotation
Schematic diagram when upper figure is the stirring vane contraction
Schematic diagram when figure below is the stirring vane expansion.
Fig. 3 is resistance blade top view
The specific embodiment
The invention will be further described below in conjunction with accompanying drawing and the specific embodiment
Fig. 1, Fig. 2 is embodiments of the invention, stack shell 8 is connected with drilling rod with flange 2, outer ring with bearing 1 on flange 2 coordinates, the inner ring of bearing 1 is connected with an end of axle 7, there is a hole at the center of flange, slurry pipe 3 passes drilling rod and this hole, and pass that axle 7 to the lower end of creeping into stirring vane 12 passes axle 7 and stack shell 8 enters the soil body, there is a plectane 19 lower end of stack shell 8, its outer rim is greater than stack shell 8 external diameters, the centre coordinates with the outer ring of bearing 14, the inner ring of bearing 14 coordinates with the lower end of axle 7, plectane 19 and stack shell 8 surroundings are with being welded to connect, weld 9 and 13, apex point 15 can rotate along plectane 19 and stack shell, on a square hole is arranged, top side, the lower end tenon of axle 7 inserts this square hole, axle 7 is rotated together with apex point 15, be fixed with two pairs of blade caskets 6 and 11 on stack shell, gear 4 and 10 are arranged on axle 7, respectively with mud jacking stirring vane 5 and the tooth bar engagement of creeping on stirring vane 12, gear 4, gear 10 is connected with axle 7 by key 16.
When bit diameter need to stretch expansion, only need conversion unit head switch, drilling rod and stack shell 8 are turned clockwise by being rotated counterclockwise to change into, as shown in Fig. 2 figure below arrow, the resistance blade 20 of drag effect on apex point 15 due to the soil body, make apex point 15 and the relative stack shell body rightabout rotation of axle 7 of joggle with it, namely be rotated counterclockwise, make also rotation thereupon of gear 4 and 10, make and creep into stirring vane 12 and the mud jacking stirring vane outwards stretches, until hole enlargement caging bolt 18 blocks blade 5, blade 12 stretches.A is the native face of meeting of two groups of blades, otherwise, clockwise turn to when being rotated counterclockwise when drilling rod and stack shell 8 becomes, as shown in figure as upper in Fig. 2, undergauge caging bolt 17 gears are at blade casket 6 and 11 when outer, undergauge reaches predetermined value, at this moment, because gear can not rotate, make that apex point is synchronizeed with stack shell, rotating in same direction, caging bolt is screwed in screw seats different on blade, just can obtain different stake footpath combinations.

Claims (6)

1. expansion bit, formed by stack shell, apex point, stirring vane, it is characterized in that described letter held flange with it, there is plectane the lower end, bearing all is housed in the middle of flange and plectane, two of an axle coordinates with bearing inner race in described plectane and flange respectively, and the side of having, top, the lower end tenon of described axle inserts in the square hole of described apex point.
2. expansion bit according to claim 1, it is characterized in that the fixing a pair of blade casket of described stack shell two each setting-in of difference, two pairs of blade caskets are right-angled intersection and arrange in the space, in described blade casket, stirring vane is arranged, being positioned at upper end blade casket is the mud jacking stirring vane, is to creep into stirring vane in the blade casket of lower end.
3. expansion bit according to claim 1 and 2, it is characterized in that describedly creeping into stirring vane and mud jacking stirring vane one side has tooth bar, respectively with the gear engagement that is connected with described axle with key, the described stirring vane that creeps into has the inclination angle that dips down, and described mud jacking stirring vane has one to vertical angle.
4. expansion bit according to claim 1, is characterized in that described plectane external diameter greater than stack shell, and weld with stack shell.
5. according to claim 1 or 4 described expansion bits, is characterized in that the resistance blade is arranged on described apex point, and resistance Circule inner ring is enclosed within on described plectane, and fixes with bolt and apex point.
6. according to claim 1 and 2 or 3 described expansion bits is characterized in that described arbitrary to the mud jacking stirring vane or creep into and several groups of screws are arranged, the bolt of can screwing on demand on screw on stirring vane.
CN2011103742118A 2011-11-10 2011-11-10 Diameter-variable drill bit Pending CN103104197A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011103742118A CN103104197A (en) 2011-11-10 2011-11-10 Diameter-variable drill bit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011103742118A CN103104197A (en) 2011-11-10 2011-11-10 Diameter-variable drill bit

Publications (1)

Publication Number Publication Date
CN103104197A true CN103104197A (en) 2013-05-15

Family

ID=48312363

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011103742118A Pending CN103104197A (en) 2011-11-10 2011-11-10 Diameter-variable drill bit

Country Status (1)

Country Link
CN (1) CN103104197A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106930702A (en) * 2017-04-21 2017-07-07 浙江省水利水电勘测设计院 A kind of bit system of tree root mixing pile
CN110055958A (en) * 2019-05-31 2019-07-26 山东省水利科学研究院 A kind of attachment device and drilling apparatus for making drill bit can be changed direction of rotation
CN110080685A (en) * 2019-05-08 2019-08-02 广东水电二局股份有限公司 A kind of variable cross section drilling tool for cement mixing pile
CN115094878A (en) * 2021-09-01 2022-09-23 中国航天建设集团有限公司 Stirring blade assembly
CN115354653A (en) * 2022-08-17 2022-11-18 江苏淮阴水利建设有限公司 Construction method for weakening or eliminating soil squeezing stress of tubular pile

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1197630A1 (en) * 2000-10-11 2002-04-17 HILTI Aktiengesellschaft Masonry drill bit
CN1443903A (en) * 2003-04-22 2003-09-24 刘冀豪 Reducing stirring pile pile-forming process
CN2617910Y (en) * 2003-04-22 2004-05-26 刘冀豪 Mixing pile drilling bit with variable dimensions
JP4182533B1 (en) * 2007-10-05 2008-11-19 三和機材株式会社 Drilling head that can be changed to multiple drilling diameters
CN202500497U (en) * 2011-10-30 2012-10-24 张新强 Reducing drill bit

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1197630A1 (en) * 2000-10-11 2002-04-17 HILTI Aktiengesellschaft Masonry drill bit
CN1443903A (en) * 2003-04-22 2003-09-24 刘冀豪 Reducing stirring pile pile-forming process
CN2617910Y (en) * 2003-04-22 2004-05-26 刘冀豪 Mixing pile drilling bit with variable dimensions
JP4182533B1 (en) * 2007-10-05 2008-11-19 三和機材株式会社 Drilling head that can be changed to multiple drilling diameters
CN202500497U (en) * 2011-10-30 2012-10-24 张新强 Reducing drill bit

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106930702A (en) * 2017-04-21 2017-07-07 浙江省水利水电勘测设计院 A kind of bit system of tree root mixing pile
CN106930702B (en) * 2017-04-21 2023-08-11 浙江省水利水电勘测设计院有限责任公司 Drill bit system of root-shaped mixing pile
CN110080685A (en) * 2019-05-08 2019-08-02 广东水电二局股份有限公司 A kind of variable cross section drilling tool for cement mixing pile
CN110055958A (en) * 2019-05-31 2019-07-26 山东省水利科学研究院 A kind of attachment device and drilling apparatus for making drill bit can be changed direction of rotation
CN110055958B (en) * 2019-05-31 2023-11-21 山东省水利科学研究院 A connecting device and drilling device that enables the drill bit to change its rotation direction
CN115094878A (en) * 2021-09-01 2022-09-23 中国航天建设集团有限公司 Stirring blade assembly
CN115094878B (en) * 2021-09-01 2023-11-24 中国航天建设集团有限公司 Stirring vane assembly
CN115354653A (en) * 2022-08-17 2022-11-18 江苏淮阴水利建设有限公司 Construction method for weakening or eliminating soil squeezing stress of tubular pile

Similar Documents

Publication Publication Date Title
CN103104197A (en) Diameter-variable drill bit
CN106284328B (en) The energy saving multidirectional cement mixing method drilling tool of strength self-reaction force
CN112030949A (en) Combined pile for constructional engineering
CN211646449U (en) Combined single-pile foundation of offshore wind turbine
CN110118061B (en) Double-layer reverse annular drill bit and construction method thereof
CN206376257U (en) A kind of screw anchor
CN202500497U (en) Reducing drill bit
CN203668920U (en) Underground supporting vertical column with reinforcing device
CN107842033A (en) A kind of composite screw anchor foundation and its construction method
CN108589716A (en) Reaming slip casting screw pile, pile foundation and pile construction method
CN219671323U (en) Novel screw thread ground stake
CN107524139B (en) A kind of assembled steel pipe concrete-pile
CN110397072A (en) A thick-walled concrete cylindrical foundation with a spiral penetration device and its construction method
CN215408509U (en) Drilling and digging type full-casing combined device for pile foundation
CN206143764U (en) Multidirectional cement mixing method drilling tool of energy -conserving powerful self -reaction force
CN212294728U (en) Pile foundation structure is revolved to jacket
CN206143759U (en) It becomes stake device to mix bored concrete pile
CN212508651U (en) Floating-transportable jacket spinning pile foundation structure
CN212406593U (en) Rotary digging bamboo joint pile construction device
CN2895696Y (en) Multifunction automatic diameter-enlarging drill bit
CN111412112B (en) Construction method of floating jacket pile foundation structure
CN202787249U (en) Gobi desert spiral ground pile
CN103161160A (en) Design method of bidirectional pressing-rotating uplift pile
CN210134429U (en) Good building pile driver of stability
CN217629959U (en) Deformation control device for foundation pit soil body

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C53 Correction of patent of invention or patent application
CB02 Change of applicant information

Address after: 310001 Ding Qiao scenic garden, Zhejiang, Nanyuan 7-1202, Hangzhou

Applicant after: Zhang Xinqiang

Address before: 310001, 3-3-501, Qingnian Road, Zhejiang, Hangzhou Province

Applicant before: Zhang Xinqiang

C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20130515