CN2921107Y - Deep-layer stirring core-inserting pile machine - Google Patents

Deep-layer stirring core-inserting pile machine Download PDF

Info

Publication number
CN2921107Y
CN2921107Y CN 200620102369 CN200620102369U CN2921107Y CN 2921107 Y CN2921107 Y CN 2921107Y CN 200620102369 CN200620102369 CN 200620102369 CN 200620102369 U CN200620102369 U CN 200620102369U CN 2921107 Y CN2921107 Y CN 2921107Y
Authority
CN
China
Prior art keywords
pulley
column
deep layer
lock pin
piling
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
CN 200620102369
Other languages
Chinese (zh)
Inventor
李德进
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 CN 200620102369 priority Critical patent/CN2921107Y/en
Application granted granted Critical
Publication of CN2921107Y publication Critical patent/CN2921107Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

The utility model discloses a deep layer mixing inserted core pile machine. An upright post is arranged on the centre of the front on the bottom disc and the top end of the upright post is provided with a top pulley unit and which having two pulleys. One pulley is hanged with a power box by the soft steel wire rope, a drilling rod is connected to the bottom of the power box and a lower end of the drilling rod is provided with an aiguille of the drilling rod. The other pulley is hanged with a pressure drop head by the soft steel wire rope, a post side below the pulley is arranged with a press pile slideway on the pressure drop head, two stay bars are arranged at the appropriate position of the post back, at the appropriate position on the bottom disc arranged are a moving frame windlass, a shift roll speeder, a windlass for lifting and falling the press pile, a windlass for lifting the pile, a worm wheel case and a distribution electricity case. In addition, a pressure drop leg, a hydraulic tip and a ground wheel pipe are also arranged at four angles of the specified ground area. The utility model has the advantages of simple structure, easy operation, strong loading and of that an auxiliary trace is added at the post side to do the insertion core type mixing piling of the prefabricated component.

Description

Deep layer stirs lock pin stake machine
Technical field
The utility model relates to a kind of piling machinery device, especially adopts the stand-column articulating unit head to stir, and the deep layer stirring lock pin stake machine that width of cloth track carries out the construction of prefabricated component lock pin is set up in the column side.
Technical background
At present, known pile driver all adopts single with stirring castinplace pile or the stake of prefabricated component pressure injection, adopting and stirring the castinplace pile pile driver generally is two column planer type structures, the unit head moment of torsion was bigger when this pile driver complex structure stirred, make that frame upper pillar stand stake torsional performance is poor, shake is strong, be difficult to guarantee construction quality, its prefabricated component pressure injection pile driving construction difficulty bearing capacity is poor.
Summary of the invention
In order to overcome the technical deficiency of existing pile driver, a kind of deep layer that provides the utility model stirs lock pin stake machine, this deep layer stirs lock pin stake machine and is not only the grout injection that adopts unit head to stir, and sets up the piling construction that width of cloth track carries out the dual pile foundation of prefabricated component lock pin in the column side.
The purpose of this utility model provides a kind of deep layer and stirs lock pin stake machine, the center, front is provided with column on the chassis, the column top is provided with two groups of top pulleys groups, two pulleys of every group of top pulleys component, wherein the previous pulley in the left side is hung the unit head casing with the mild steel rope and is connected, jointed rod below the unit head casing, the drilling rod lower end is provided with rod bit, another the right front wheel articulates the step-down head with the mild steel rope, the side of column is provided with the piling slideway of step-down head below the pulley, the work of step-down head is joined the lifting of piling slideway or is descended, the appropriate location, back of column is provided with two struts, the strut lower end connects by the screw mandrel bulb of worm gear case, the worm gear block is fixed on position, the extreme end of chassis two corner, column is together with secondary track, rod bit, the verticality of step-down head, be by electronic worm gear case flexible modulation, in position be provided with on the described chassis and move the frame hoist engine, speed change is rolled up fast machine, a step-down hoist engine is hung in piling, hang a hoist engine, worm gear case, switchbox, four jiaos are provided with the step-down leg in the domain, hydraulic pressure top and land wheel tube are complementary, and reach running, mobile adjusting purpose nimbly and freely.
The beneficial effects of the utility model are to set up width of cloth track in the column side to carry out dual piling construction, the bearing capacity of prefabricated component lock pin strong, easy to operate, simple in structure.
Description of drawings:
Below in conjunction with accompanying drawing and example the utility model is further specified:
Fig. 1 is main TV structure figure of the present utility model.
Fig. 2 is left TV structure figure of the present utility model.
Fig. 3 is plan structure figure of the present utility model.
Fig. 4 is a step-down of the present utility model main TV structure figure.
Fig. 5 is a step-down of the present utility model side-looking structure chart.
Fig. 6 is a top pulleys group vertical view of the present utility model.
Fig. 7 is a top pulleys group lateral view of the present utility model.
Fig. 8 is that speed change of the present utility model is rolled up fast machine figure.
Fig. 9 is that a step-down hoist engine figure is hung in piling of the present utility model.
Land wheel tube in the drawings, 1; 2, chassis; 3, column; 4, piling slideway: 5, top pulleys group; 6, unit head casing; 7, drilling rod; 8, strut; 9, dead man; 10, rod bit; 11, move the frame hoist engine; 12, speed change is rolled up fast machine; 13, a step-down hoist engine is hung in piling; 14, hang a hoist engine; 15, worm gear case; 16, hydraulic pressure top; 17, step-down head; 18, step-down leg; 19, Hydraulic Station; 20, switchbox.
Specific embodiment:
In Fig. 1, the center, front is provided with column 3 on chassis 2, column 3 tops are provided with top pulleys group 5,5 fens two groups of assembly pulleys of top pulleys group, the previous pulley in the left side is used for speed change and rolls up the fast machine 12 mild steel rope that comes out and unit head casing 6 is hung connected, jointed rod 7 below the unit head casing 6, drilling rod 7 lower end jointed rod drill bits 10, its speed change are rolled up fast machine 12, adopt the variable block gear to realize the adjusting of elevator linear speed, the optimum speed of rod bit depth about in the of 10 constitutes stirring system when stirring deeply to satisfy.
Another the right front wheel is used for piling and hangs the pressure drop pressure head hoist engine 13 mild steel rope that comes out and articulate step-down 17, the back of the side step-down of its column 3 17 is provided with piling slideway 4 and connects columns 3, step-down 17 work are joined piling slideway 4 by mild steel rope rise and fall piling campaign, a step-down hoist engine 13 is hung in piling, cooperate and hang a hoist engine 14, by the mild steel rope prefabricated component is hung below the step-down 17, step-down 17 whereabouts cover the prefabricated component piling and constitute the piling system, and its step-down 17 top assembly pulley are connected the realization piling with the mild steel rope that the assembly pulley of step-down pin hangs on the step-down hoist engine 13 by piling.
Described chassis 2 is provided with in position moves frame hoist engine 11, Hydraulic Station 19 is the uses that match of the hydraulic jack lifting of the two controls of control three cylinders (the two controls of four cylinders) and land wheel tube 1, constitute the displacement steering, improve the flexibility that pile driver turns in displacement greatly.
The appropriate location, back of column 3 is provided with two strut 8 one ends and is fixed on position, two corners, 2 rear ends, chassis, the verticality that strut 8 and column 3 are regulated column 3 and rod bit 10 by electronic worm gear case 15, reach the stirring construction requirement, make this machine be suitable for the construction of stirring lock pin efficiently.

Claims (5)

1, a kind of deep layer stirs lock pin stake machine, the appropriate location is provided with and moves the frame hoist engine on the chassis, speed change is rolled up fast machine, hang a hoist engine, worm gear case, switchbox, four jiaos are provided with the step-down pin, and hydraulic pressure top and land wheel tube are complementary, and its front center position is provided with column, the column top is provided with two groups of top pulleys groups, the previous pulley in the left side hang to connect the unit head casing with the mild steel rope, jointed rod below the unit head casing, and the drilling rod lower end is provided with rod bit, the appropriate location, back of its column is provided with two struts, the strut lower end connects by the screw mandrel bulb of worm gear case, and the worm gear block is fixed on position, the extreme end of chassis two corner, it is characterized in that articulating the step-down head at the right, top of column front wheel with the mild steel rope, the side of column is provided with piling slideway connection column below the pulley, and the piling slideway is joined in the work of step-down head.
2, deep layer according to claim 1 stirs lock pin stake machine, it is characterized in that upper and lower free wheel seat, the free wheel of being provided with in a step-down back.
3, deep layer according to claim 1 stirs lock pin stake machine, it is characterized in that step-down crown end is provided with pulley.
4, deep layer according to claim 1 stirs lock pin stake machine, it is characterized in that both sides, step-down head upper end are provided with pulley.
5, deep layer according to claim 1 stirs lock pin stake machine, it is characterized in that step-down head-shield head four directions female shapes.
CN 200620102369 2006-04-03 2006-04-03 Deep-layer stirring core-inserting pile machine Expired - Fee Related CN2921107Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200620102369 CN2921107Y (en) 2006-04-03 2006-04-03 Deep-layer stirring core-inserting pile machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200620102369 CN2921107Y (en) 2006-04-03 2006-04-03 Deep-layer stirring core-inserting pile machine

Publications (1)

Publication Number Publication Date
CN2921107Y true CN2921107Y (en) 2007-07-11

Family

ID=38253585

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200620102369 Expired - Fee Related CN2921107Y (en) 2006-04-03 2006-04-03 Deep-layer stirring core-inserting pile machine

Country Status (1)

Country Link
CN (1) CN2921107Y (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102373705A (en) * 2011-07-11 2012-03-14 上海城地建设发展有限公司 Pile sinking device and method for outer digging pre-stressed centrifugal pipe pile and square pile
CN102383428A (en) * 2011-02-23 2012-03-21 上海城地建设发展有限公司 Device and method for sinking pre-stressed centrifugal pipe pile (square pile) with in-pile boring and reverse drawing method
CN101806065B (en) * 2010-01-14 2012-03-21 周开发 High-rise and superhigh-rise large-size building pile driver and pile pressing method
CN102926383A (en) * 2012-11-08 2013-02-13 中国地质工程集团公司深圳分公司 Single-axis soil mixing wall (SMW) engineering method pile machine
CN104612154A (en) * 2014-12-24 2015-05-13 桐乡市天顺模具有限公司 Stressing self-tapping pile machine
CN109162270A (en) * 2018-10-26 2019-01-08 中铁二十局集团第工程有限公司 A kind of soft soil foundation reinforcing method based on the concrete-cored stake of cement concrete
CN110242231A (en) * 2019-07-29 2019-09-17 中国地质大学(北京) A kind of drilling rod automatic-discharging and pass connection device
CN110453680A (en) * 2019-09-09 2019-11-15 广东力源液压机械有限公司 Side supports amplitude variation type stirs piling all-in-one machine and its construction method

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101806065B (en) * 2010-01-14 2012-03-21 周开发 High-rise and superhigh-rise large-size building pile driver and pile pressing method
CN102383428A (en) * 2011-02-23 2012-03-21 上海城地建设发展有限公司 Device and method for sinking pre-stressed centrifugal pipe pile (square pile) with in-pile boring and reverse drawing method
CN102383428B (en) * 2011-02-23 2015-12-09 上海城地建设股份有限公司 Middle pick reverse drawing method prestressed centrifugally pile tube pile-sinking device and pile-sinking method thereof
CN102373705A (en) * 2011-07-11 2012-03-14 上海城地建设发展有限公司 Pile sinking device and method for outer digging pre-stressed centrifugal pipe pile and square pile
CN102926383A (en) * 2012-11-08 2013-02-13 中国地质工程集团公司深圳分公司 Single-axis soil mixing wall (SMW) engineering method pile machine
CN102926383B (en) * 2012-11-08 2016-04-27 东莞市华科建筑科技有限公司 A kind of single shaft SMW engineering method stake machine
CN104612154A (en) * 2014-12-24 2015-05-13 桐乡市天顺模具有限公司 Stressing self-tapping pile machine
CN109162270A (en) * 2018-10-26 2019-01-08 中铁二十局集团第工程有限公司 A kind of soft soil foundation reinforcing method based on the concrete-cored stake of cement concrete
CN110242231A (en) * 2019-07-29 2019-09-17 中国地质大学(北京) A kind of drilling rod automatic-discharging and pass connection device
CN110453680A (en) * 2019-09-09 2019-11-15 广东力源液压机械有限公司 Side supports amplitude variation type stirs piling all-in-one machine and its construction method
CN110453680B (en) * 2019-09-09 2024-03-29 广东力源液压机械有限公司 Side support amplitude-variable type stirring pile pressing integrated machine and construction method thereof

Similar Documents

Publication Publication Date Title
CN2921107Y (en) Deep-layer stirring core-inserting pile machine
CN201924360U (en) Multifunctional hydraulic static pile press
CN2890312Y (en) Attached electric short auger drilling machine
CN201162489Y (en) Long Auger Drilling Machine
CN205025388U (en) Take dark stake stirring rig of disconnect drilling rod device
CN105840110B (en) A kind of multifunctional rotary digging machine
CN1039844C (en) Hydraulic pressure step-type pile driver
CN1837012A (en) Crane with double-power driven walking chassis
CN204078022U (en) Rivers waterway revetment construction Special engineering ship
CN204984251U (en) Multi -functional stirring of especially big diameter stake machine with torsion compensation arrangement
CN201095773Y (en) Multifunctional convolution punching and tamping groove cutting machine
CN201627195U (en) Power underlying SMW construction method pile machine
CN201330560Y (en) Column type backplane jumbolter
CN103147437A (en) Section steel soil cement mixing pile with longitudinal displacement mechanism
CN202131986U (en) Pile driver
CN201650114U (en) Wheel rotary drilling machine
CN201485846U (en) General-purpose steering dynamic compactor
CN212801248U (en) Prefabricated segment beam displacement trolley device
CN201835747U (en) Drilling machine with screw anchor
CN114855772A (en) Dual-purpose jacking equipment for inclined and straight piles
CN107447761A (en) A kind of Mobile rotary piling machine
CN101100865B (en) Multifunctional convolution punching and tamping groove cutting machine
CN207160009U (en) One kind has tracked chassis refit formula hydraulic pile driver
CN106677182A (en) Up-pressing type pile-pressing device
CN113818808A (en) Bionic type drilling machine chassis assembly

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee