CN105239567B - Stirring pile driver with local vibration and high-pressure injection functions - Google Patents

Stirring pile driver with local vibration and high-pressure injection functions Download PDF

Info

Publication number
CN105239567B
CN105239567B CN201510700716.7A CN201510700716A CN105239567B CN 105239567 B CN105239567 B CN 105239567B CN 201510700716 A CN201510700716 A CN 201510700716A CN 105239567 B CN105239567 B CN 105239567B
Authority
CN
China
Prior art keywords
drilling rod
drill rod
gear
vibration
mixing pile
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
CN201510700716.7A
Other languages
Chinese (zh)
Other versions
CN105239567A (en
Inventor
高佰明
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 CN201510700716.7A priority Critical patent/CN105239567B/en
Publication of CN105239567A publication Critical patent/CN105239567A/en
Application granted granted Critical
Publication of CN105239567B publication Critical patent/CN105239567B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The invention discloses a stirring pile driver with local vibration and high-pressure injection functions. The stirring pile driver comprises a base, an outer drill rod, an inner drill rod, a power system and a vibration device, wherein the outer drill rod and the inner drill rod are arranged in a coaxially nested mode, the power system drives the outer drill rod and the inner drill rod to rotate, and the vibration device is connected with the outer drill rod. The outer drill rod is connected with the inner drill rod through a spline, and the outer drill rod can be driven by the vibration device to carry out vertical reciprocating vibration independent of the inner drill rod. According to the stirring pile driver, interference and destruction by hard matter to stirring pile forming are avoided. The outer drill rod is connected with the inner drill rod through the spline, and the outer drill rod is driven by the vibration device to carry out vertical reciprocating vibration independent of the inner drill rod, so that the inner drill rod is free of the influence and interference of the vibration device, and the adverse influence on the quality and progress of stirring pile forming construction is avoided. The stirring pile driver is good in pile forming quality, stable in working, high in efficiency and especially suitable for occasions where much hard matter and many barriers exist in soil layers.

Description

A kind of local vibration high-pressure injection mixing pile machine
Technical field
The invention belongs to building machinery equipment field, it is related to a kind of mixing pile machine.
Background technology
High-pressure stirring stake machine is the piling machinery equipment a kind of for building for basement process, for deep base soil and institute Note curing agent is implemented to stir pile on the spot, carries out drilling in grade sites to certain depth, sprays cement system at drill bit simultaneously Hardening agent and with foundation soil mix and blend repeatedly, then take overlapping lapping construction between each construction cell, then in soil cement Mixture does not tie firmly front insertion shaped steel or steel plate as its stress reinforcing material, hard to cement knot, just formed have together necessarily strong Degree and rigidity, continuous whole, jointless underground wall body.It is widely used in deep basal pit diaphram wall, cut-pff wall and deep base The basic reinforcing engineerings such as curtain are enclosed in hole.Bi-directional cement soil mixing pile machine is widely used in stiffening basic ground, and it generally includes pedestal And it is arranged on the transmission device on pedestal.The transmission device of bi-directional cement soil mixing pile machine of the prior art is using driving dress Put connection reductor, reductor is connected with mud joint and uni-drive gear box, and by uni-drive gear box, driving means are defeated Go out power and interior drilling rod is transferred to respectively with outward by driving gear, tumbler gear, in-line gears, output shaft gear and driven gear On drilling rod, thus driving inside and outside drilling rod to realize Double-directional rotary.
However, in actual use, it is often accompanied by the geological phenomenons such as sandy gravel or decomposed rock in ground, but existing Some mixing pile machines are in work progress, it occur frequently that the holding tube phenomenon that outer drilling rod or interior drilling rod block and cannot extract, also Can cause that pile quality is poor, job insecurity because drilling rod touch the hard thing such as stone in soil layer, so equipment downtime or damage Bad, not yet effective measures solve this engineering roadblock at present.Meanwhile, bi-directional cement soil mixing pile machine common in the market High-pressure rotary-spray or cement mortar mortar depositing construction can individually be carried out, different construction technologies needs to be equipped with different bi-directional cement soils to be stirred Mix a machine, substantially increase the profligacy of construction cost and metals resources.
Content of the invention
Technical problem: present invention offer is a kind of to can solve the problem that mixing pile machine in the ground containing sandy gravel or decomposed rock There is holding tube phenomenon, improve the local vibration high-pressure injection mixing pile machine of efficiency of construction.
Technical scheme: the local vibration high-pressure injection mixing pile machine of the present invention, including the outer brill of pedestal, coaxially nested setting The vibrating device that the dynamical system that bar, interior drilling rod, the described outer drilling rod of drive and interior drilling rod rotate is connected with described outer drilling rod, institute State outer drilling rod to be connected with interior drilling rod by spline, outer drilling rod can do past up and down under vibrating device drives independent of interior drilling rod Multiplex vibration.
Further, in the mixing pile machine of the present invention, described interior drilling rod is many, and each interior drilling rod sequentially coaxially nesting sets Put.
Further, in the mixing pile machine of the present invention, described dynamical system includes motor, reductor and travelling gear Case.
Further, in the mixing pile machine of the present invention, described vibrating device includes vibrating grid, is fixed on described vibrating grid Vibrating motor, driving gear, driven gear, described vibrating grid is connected with outer drilling rod, described driven by vibrating motors driving gear, Pass through synchronous gear transport between described driving gear and driven gear, driving gear and driven gear are provided with and gear Coaxial eccentric wheel.
Further, in the mixing pile machine of the present invention, described pedestal is provided with vertical vibration guide post, described vibration Frame is arranged on vibration guide post.
The present invention can apply in the dissimilar mixing pile machines such as high-pressure rotary-spray formula, two-way stirring formula, has widely Application prospect.
Beneficial effect: the present invention compared with prior art, has the advantage that
Outer drilling rod is connected with interior drilling rod by apparatus of the present invention by spline, and outer drilling rod is connected with vibrating device, work When, outer drilling rod rotates drilling with interior drilling rod, and vibrating device provides and up and down reciprocatingly vibrates and be transferred to outer drilling rod simultaneously, makes outer drilling rod It is rotated down drilling while vibrating, during the hard thing such as stone in touching soil layer, the impact using up-down vibration makes it Loosen, be moved to drilling side, or even smashed, thus solving hard thing to the interference stirring pile and destruction.Due to outer Drilling rod passes through spline with interior drilling rod, and outer drilling rod, under vibrating device driving, does independent of interior drilling rod and up and down reciprocatingly vibrates, therefore interior The impact of the not vibrated device of drilling rod and interference, will not adversely affect to the quality of stirring bore forming and progress.Always It, apparatus of the present invention pile quality is good, working stability, efficiency high, is particularly well-suited to the more occasion of hard thing, obstacle in soil layer.
Brief description
Fig. 1 is assembly of the invention schematic diagram.
Fig. 2 is the partial schematic diagram of vibrating device in mixing pile machine of the present invention.
In figure has: outer drilling rod 1, interior drilling rod 2, vibrating grid 3, vibrating motor 4, driving gear 5, driven gear 6, vibration guiding Bar 7, eccentric wheel 8.
Specific embodiment
With reference to embodiment and Figure of description, the present invention is further illustrated.
The local vibration high-pressure injection mixing pile machine of the present invention, including pedestal, the coaxially outer drilling rod 1 of nested setting, interior brill The vibrating device that the dynamical system that bar 2, the described outer drilling rod 1 of drive and interior drilling rod 2 rotate is connected with described outer drilling rod 1, described outer Drilling rod 1 is connected with interior drilling rod 2 by spline, and outer drilling rod 1 can do past up and down under vibrating device drives independent of interior drilling rod 2 Multiplex vibration.Dynamical system includes motor, reductor and uni-drive gear box, for driving the rotation of outer drilling rod and interior drilling rod, slows down The power of output motor is transferred to uni-drive gear box by gear train, is finally transmitted to the turning set of described inside and outside drilling rod.
When apparatus of the present invention are applied in two-way stirring formula stake machine, also include outer drilling rod and reversely rotate stirring vane and interior Drilling rod rotates forward stirring vane, and described outer drilling rod is concentric with interior drilling rod to be nested with and drive the rotation in rightabout by dynamical system Turn, the bottom of interior drilling rod extends downwardly from from the bottom of outer drilling rod, outer drilling rod reversely rotates stirring vane and is connected to the outer of outer drilling rod On perisporium, interior drilling rod rotates forward stirring vane and is connected to interior drilling rod on the periphery wall of outer drilling rod base projection.
In a kind of embodiment of the present invention, vibrating device is arranged in the middle part of the pedestal of bi-directional cement soil mixing pile machine, stirring Stake machine includes: coaxially arranged motor and reductor, the uni-drive gear box being connected with reductor, is connected with uni-drive gear box And the interior drilling rod 2 of mutually nested setting and outer drilling rod 1, it is arranged on the mud joint on uni-drive gear box.Outer drilling rod 1 passes through spline It is connected with interior drilling rod 2, outer drilling rod 1 can do independent of interior drilling rod 2 and up and down reciprocatingly vibrate under vibrating device drives.Vibration dress Put and be connected with described outer drilling rod 1, including vibrating grid 3, the vibrating motor 4 that is fixed on vibrating grid 3, driving gear 5, driven gear 6, described vibrating grid 3 is connected with outer drilling rod 1, and described vibrating motor 4 drives driving gear 5, described driving gear 5 and driven gear Pass through synchronous gear transport between 6, driving gear 5 and driven gear 6 are provided with the eccentric wheel coaxial with gear.
The output power of motor is passed through driving gear, tumbler gear, in-line gears, output shaft tooth by uni-drive gear box Wheel and driven gear are transferred on interior drilling rod 2 and outer drilling rod 1 respectively, thus drilling rod 2 and outer drilling rod 1 Double-directional rotary, mud in driving Slurry joint is coaxially arranged with interior drilling rod 2 and outer drilling rod 1.Vibrating motor 4 drives driving gear 5 by its output shaft, and by same The power that vibrating motor 4 exports is delivered on driven gear 6 for step gear drive, and driving gear 5 and driven gear 6 are all and rotating shaft It is rigidly connected, thus drive shaft band movable eccentric wheel rotates.Driving gear 5 and the rotating shaft of driven gear 6 can nested one or Multiple eccentric wheels 8, rotating shaft is unrestricted with the connection and installation of eccentric wheel 8.
In an embodiment of the present invention, when two eccentric wheels 8 rotate with rotating shaft it is achieved that the entirety of vibrating device is shaken Dynamic, thus this vibrations are transferred on connected outer drilling rod 1, it is arranged on base because vibrating grid 3 passes through vibration guide post 7 On seat, and outer drilling rod 1 is connected with interior drilling rod 2 by spline, and outer drilling rod 1 can do independent of interior drilling rod 2 and up and down reciprocatingly vibrate, because This vibrates by the restriction of maximum possible and dissipation energy in horizontal direction, and is mainly shown as vertical motion, and thus drives outer Drilling rod 1 up and down reciprocatingly vibrates, thus solving bi-directional cement soil mixing pile machine of the prior art containing sandy gravel or wind Change in the ground of rock and holding tube phenomenon occurs, considerably improve efficiency of construction.
In the present embodiment, mud joint includes stepped first step, second step and the 3rd step, First Rank downlink connection first conduit, second step connects the second conduit, and the 3rd step connects the 3rd conduit.First conduit, the second conduit All connect with the internal cavity of interior drilling rod 2 with the 3rd conduit, and respectively in order to inside drilling rod 2 internal cavity convey powder, water and Gas.When being burrowed to foundation ditch using this bi-directional cement soil mixing pile machine, can be according to the different situations of foundation ditch respectively by powder, water Gentle it is delivered in foundation ditch.Specifically, when the first conduit conveys cement flour, the second conduit can be connected with water pipe, by the 3rd Conduit is connected with air pump.
First conduit and the second conduit pass through two independent pipelines to interior drilling rod 2 with outward in the inside of interior drilling rod 2 The end of drilling rod 1, and realize double high pressure rotary and turn jet groutinl function, improve slip casting efficiency.Meanwhile, import described in the 3rd conduit Gases at high pressure can be delivered to the end of interior drilling rod 2 and outer drilling rod 1 along the internal cavity of interior drilling rod 2.
Embodiment 2:
The present embodiment is substantially the same manner as Example 1, and both differ primarily in that, in the present embodiment. outer drilling rod 1 interior It is correspondingly arranged on, on wall and the outer wall of interior drilling rod 2, the step matching, be provided with close in the corresponding gap installed of two steps Seal apparatus, so that reach good sealing property between the two.In the same manner, in the interior drilling rod 2 of two mutually nested settings, also can make This setting.
Embodiment 3:
In the present embodiment, mixing pile machine pedestal is arranged side by side two vibrating devices, strengthens vibrating effect further, especially It is to stagger setting work period of two vibrating devices, or is respectively provided with different vibration frequencies, further enhancing effect Effect.
In embodiments of the present invention, between the vibrating motor 4 of vibrating device and driving gear 5 can using belt transmission, The known common kind of drive such as gear drive, the scope of the present invention is not limited by the kind of drive in embodiment.
Above-described embodiment be only the preferred embodiment of the present invention it should be pointed out that: for the ordinary skill of the art For personnel, under the premise without departing from the principles of the invention, some improvement and equivalent can also be made, these are to the present invention Claim improves and the technical scheme after equivalent, each falls within protection scope of the present invention.

Claims (5)

1. a kind of local vibration high-pressure injection mixing pile machine is it is characterised in that this mixing pile machine includes pedestal, coaxially nested setting Outer drilling rod (1), interior drilling rod (2), drive the dynamical system that described outer drilling rod (1) and interior drilling rod (2) rotate and described outer drilling rod (1) vibrating device connecting, described outer drilling rod (1) is connected with interior drilling rod (2) by spline, and outer drilling rod (1) can be in vibration dress Put under driving, do independent of interior drilling rod (2) and up and down reciprocatingly vibrate.
2. local vibration high-pressure injection mixing pile machine according to claim 1 is it is characterised in that described interior drilling rod (2) is Many, the sequentially coaxially nested setting of each interior drilling rod (2).
3. local vibration high-pressure injection mixing pile machine according to claim 1 is it is characterised in that described dynamical system includes Motor, reductor and uni-drive gear box.
4. the local vibration high-pressure injection mixing pile machine according to claim 1,2 or 3 is it is characterised in that described vibration fills The vibrating motor (4) that put including vibrating grid (3), is fixed on described vibrating grid (3), driving gear (5), driven gear (6), institute State vibrating grid (3) to be connected with outer drilling rod (1), described vibrating motor (4) drives driving gear (5), described driving gear (5) with from Pass through synchronous gear transport between moving gear (6), driving gear (5) and driven gear (6) are provided with coaxial with gear Eccentric wheel (8).
5. local vibration high-pressure injection mixing pile machine according to claim 4 is it is characterised in that be provided with described pedestal Vertical vibration guide post (7), described vibrating grid (3) is arranged in vibration guide post (7).
CN201510700716.7A 2015-10-26 2015-10-26 Stirring pile driver with local vibration and high-pressure injection functions Expired - Fee Related CN105239567B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510700716.7A CN105239567B (en) 2015-10-26 2015-10-26 Stirring pile driver with local vibration and high-pressure injection functions

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510700716.7A CN105239567B (en) 2015-10-26 2015-10-26 Stirring pile driver with local vibration and high-pressure injection functions

Publications (2)

Publication Number Publication Date
CN105239567A CN105239567A (en) 2016-01-13
CN105239567B true CN105239567B (en) 2017-01-25

Family

ID=55037366

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510700716.7A Expired - Fee Related CN105239567B (en) 2015-10-26 2015-10-26 Stirring pile driver with local vibration and high-pressure injection functions

Country Status (1)

Country Link
CN (1) CN105239567B (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4366988A (en) * 1979-02-16 1983-01-04 Bodine Albert G Sonic apparatus and method for slurry well bore mining and production
CN1632232A (en) * 2004-12-23 2005-06-29 东南大学 Bi-directional cement soil mixing pile machine
CN201474610U (en) * 2009-07-21 2010-05-19 徐州雷曼机械科技有限公司 Injection rock excitation device of rotary drilling rig
CN101899827A (en) * 2009-06-01 2010-12-01 严平 Broken soil vibration and compaction treatment method by utilizing impact hammer in immersed tube in riprap filled foundation
CN202047742U (en) * 2011-05-16 2011-11-23 唐忠盛 Rotary percussion type rock drilling machine and double-layer drill rod mechanism
CN203948022U (en) * 2014-07-09 2014-11-19 连云港市云达建设工程有限公司 The inside and outside drilling rod reversing arrangement of a kind of bi-directional cement soil fourth type mixing pile machine
CN204343999U (en) * 2014-11-19 2015-05-20 彭振 The environment-friendly type drilling rod that low noise controls
CN205134310U (en) * 2015-10-26 2016-04-06 高佰明 Local vibration high -pressure injection stirring stake machine

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4366988A (en) * 1979-02-16 1983-01-04 Bodine Albert G Sonic apparatus and method for slurry well bore mining and production
CN1632232A (en) * 2004-12-23 2005-06-29 东南大学 Bi-directional cement soil mixing pile machine
CN101899827A (en) * 2009-06-01 2010-12-01 严平 Broken soil vibration and compaction treatment method by utilizing impact hammer in immersed tube in riprap filled foundation
CN201474610U (en) * 2009-07-21 2010-05-19 徐州雷曼机械科技有限公司 Injection rock excitation device of rotary drilling rig
CN202047742U (en) * 2011-05-16 2011-11-23 唐忠盛 Rotary percussion type rock drilling machine and double-layer drill rod mechanism
CN203948022U (en) * 2014-07-09 2014-11-19 连云港市云达建设工程有限公司 The inside and outside drilling rod reversing arrangement of a kind of bi-directional cement soil fourth type mixing pile machine
CN204343999U (en) * 2014-11-19 2015-05-20 彭振 The environment-friendly type drilling rod that low noise controls
CN205134310U (en) * 2015-10-26 2016-04-06 高佰明 Local vibration high -pressure injection stirring stake machine

Also Published As

Publication number Publication date
CN105239567A (en) 2016-01-13

Similar Documents

Publication Publication Date Title
CN103485336B (en) Drilling pile drilling construction method of bead-type karst area
CN103469789B (en) Karst-area underwater bridge pier drilled pile construction method
CN201826303U (en) Long-spiral high/low-pressure multi-pipe self-drilling type mixing jet grouting pile forming device
CN106284295A (en) Multichannel high-pressure vibro-grouting jet groutinl construction method
CN102943467A (en) Six-axis cement soil mixing pile
CN202108064U (en) Vertical slot milling machine
CN101886387A (en) Construction method of self-drilling type mixing jet-grouting pile for long-auger high-pressure and low-pressure multi-tube
CN106400791A (en) Mechanical equipment for manufacturing locking combinational herringbone piles
CN205134310U (en) Local vibration high -pressure injection stirring stake machine
CN105951782A (en) Mechanical device for manufacturing connection inverted Y-shaped piles
CN202706018U (en) Double-pipe jet grouting drilling machine
CN105239567B (en) Stirring pile driver with local vibration and high-pressure injection functions
CN103046568A (en) Long spiral down-the-hole hammer vibrating jet grouting cement soil curtain pile construction process
CN108468334A (en) Sandy pear variety is dry to dig clay dado pore-creating filling pile constructing device
CN202577329U (en) Milling groove stirring machine
CN105970914A (en) Power drive head
CN105586978B (en) Soil removal and replacement stirring water-stop curtain construction method based on gravel
CN105507242A (en) Trapezoidal buckling equipment with H-shaped piles and rectangular piles
CN203846549U (en) Digging and cutting machine cutter used for construction adopting TRD (trench cutting and re-mixing deep) wall method
CN206800378U (en) High-efficiency stirring drill bit
CN105568971A (en) H pile ad rectangular pile V-shaped insertion equipment
CN105421410A (en) T-shaped pile and rectangular pile V-shaped plug-in equipment
CN105507243A (en) Trapezoidal buckling equipment with H-shaped piles and rectangular piles
CN102409679A (en) Pore-forming high-pressure slurry pipe reel for piling
CN108570984A (en) Non- soil compaction type is calmed the anger churning cement-soil mixing pile machine

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170125

Termination date: 20181026

CF01 Termination of patent right due to non-payment of annual fee