CN217810999U - Bearing pile machine - Google Patents
Bearing pile machine Download PDFInfo
- Publication number
- CN217810999U CN217810999U CN202221962858.2U CN202221962858U CN217810999U CN 217810999 U CN217810999 U CN 217810999U CN 202221962858 U CN202221962858 U CN 202221962858U CN 217810999 U CN217810999 U CN 217810999U
- Authority
- CN
- China
- Prior art keywords
- discharge pipe
- pile
- hopper
- gate
- bearing
- 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.)
- Active
Links
Images
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The application belongs to the technical field of civil construction, and relates to a pressure-bearing pile machine which comprises a pile body, wherein a pile column is fixed on the pile body, a drill rod and a vibroflot connected with the drill rod are arranged on the pile column, and a hopper which is hollow inside and is provided with an opening at the top end is arranged on the pile column; the bottom end of the hopper is communicated with an obliquely arranged discharge pipe, and the lower end of the discharge pipe faces to one side far away from the vibroflot; the bottom end of the discharge pipe is provided with a gate for controlling the opening or closing of a discharge hole of the discharge pipe; the top end of the discharge pipe is rotatably connected with the bottom end of the hopper, and the discharge pipe is connected with a pushing mechanism which drives the discharge pipe to rotate and enables the discharge hole to be close to or far away from the orifice. This application has the required forklift quantity when having reduced the construction, has reduced construction cost's effect.
Description
Technical Field
The application relates to the field of civil construction, in particular to a pressure-bearing pile machine.
Background
A pile machine is a piling machine for piling, and has a wide variety according to different pile bodies to be made.
The vibrating gravel pile machine is a common pile machine and generally comprises a pile body, a drill rod with a shock absorber is arranged on the pile body, the drill rod is connected with a vibroflot used for forming holes, a pile column vertically arranged is arranged on the pile body, the drill rod is installed on the pile column, and a winch used for driving the drill rod to lift so as to drive the vibroflot to punch holes downwards is installed on the pile body. The vibration force of the vibroflotation device can be reduced by the shock absorber and transmitted upwards, the effect of other structures is protected, and the vibration gravel pile machine has the characteristics of high bearing pressure and high bearing capacity.
After holes are formed in the foundation by using vibration, impact, water flushing and other modes, broken stones are poured into an orifice of a soil hole, and each vibroflotation broken stone pile machine needs to be specially matched with a forklift to perform filling on the orifice, so that a compact pile body of large-diameter broken stones is formed.
In the actual operation process, because the broken stones need to be filled frequently, the forklift cannot leave the pile machine, when a plurality of vibroflotation broken stone pile machines work together, a plurality of matched forklifts are required to work simultaneously, and the construction cost is increased.
SUMMERY OF THE UTILITY MODEL
In order to reduce the required forklift quantity when many shake towards rubble stake machines fill the rubble jointly, this application provides a bearing pile machine.
The application provides a pressure-bearing pile machine adopts following technical scheme:
a pressure-bearing pile machine comprises a pile body, wherein a pile column is fixed on the pile body, a drill rod and a vibroflotation device connected with the drill rod are arranged on the pile column, and a hopper which is hollow inside and is provided with an opening at the top end is arranged on the pile column; the bottom end of the hopper is communicated with an obliquely arranged discharge pipe, and the lower end of the discharge pipe faces to one side far away from the vibroflotation device; the bottom end of the discharge pipe is provided with a gate for controlling the opening or closing of a discharge hole of the discharge pipe; the top end of the discharge pipe is rotatably connected with the bottom end of the hopper, and the discharge pipe is connected with a pushing mechanism which drives the discharge pipe to rotate and enables the discharge hole to be close to or far away from the orifice.
Through adopting above-mentioned technical scheme, pour the rubble in the hopper, when needs pack to the drill way, advancing mechanism rotates the discharging pipe to the discharge gate towards the drill way, opens the gate and can follow the interior rubble of hopper along the discharging pipe landing of slope to downthehole, and it can to close the gate when not needing to pack. A forklift can cooperate many stake machines to work simultaneously, the required quantity of forklift when having significantly reduced and having filled the rubble has reduced construction cost. In addition, the pushing mechanism pushes the discharge pipe to rotate and enables the discharge hole to be far away from an orifice to be filled, then the broken stone is poured into the hopper, falls into the hopper under the action of gravity and acts on the pipe wall of the discharge pipe, and therefore the probability that the broken stone directly falls onto the gate to impact the gate and enable the gate to be opened accidentally is reduced, and the stability of the hopper is improved.
Optionally, one end of the gate, which is far away from the vibroflot, is a rotating end, the rotating end is rotatably connected with the pipe wall of the discharge pipe, one end of the gate, which is close to the vibroflot, is a free end, and the free end is connected with a rotating driving piece which drives the gate to rotate around the joint with the discharge pipe.
Through adopting above-mentioned technical scheme, rotate the mouth of pipe that driving piece drive gate rotated and can open the discharging pipe, have the characteristics that remove stably, convenient operation.
Optionally, the rotary driving part adopts a first hydraulic cylinder, a shell of the first hydraulic cylinder is installed on the pipe wall of the discharge pipe and hinged to the discharge pipe, and a piston rod of the first hydraulic cylinder is hinged to the free end.
Through adopting above-mentioned technical scheme, first pneumatic cylinder has simple structure, output power is big, the stable performance is reliable, use and maintain convenient advantage, can promote the gate steadily and open and close.
Optionally, the rotary driving member is provided with two parts and respectively located at two sides of the free end of the gate.
Through adopting above-mentioned technical scheme, can make the atress of gate even, can open more stably and close to life has been promoted.
Optionally, the hopper comprises an upper portion and a lower portion; the side wall of the lower part is obliquely arranged, the high end faces to one side far away from the axis, and the low end faces to one side close to the axis of the hopper.
Through adopting above-mentioned technical scheme, when the rubble fell into the hopper, the lateral wall landing of lower part slope can be followed to some rubbles to reduced the rubble to the impact force of discharging pipe, and then promoted the stability of discharging pipe, reduced the impact force to first pneumatic cylinder.
Optionally, the surface of the inner wall of the lower part is provided with a buffer strip for reducing impact.
Through adopting above-mentioned technical scheme, the superficial area of the inner wall of lower part can further be increased to the buffering strip, reduces the rubble and to the impact force of the inner wall of lower part, and then has alleviateed the hopper and has loaded the in-process and take place the vibration, has promoted the structural stability of hopper.
Optionally, the pushing mechanism adopts a second hydraulic cylinder, a shell of the second hydraulic cylinder is installed on the pile column and is rotatably connected with the pile column, and a piston rod of the second hydraulic cylinder is hinged with the discharge pipe.
Through adopting above-mentioned technical scheme, second pneumatic cylinder area is less, can load on the stake steadily, and the output power of second pneumatic cylinder is big, the stable performance is reliable, can stably promote the discharging pipe and rotate.
Optionally, the surface of the gate is provided with a reinforcing rib.
Through adopting above-mentioned scheme, can strengthen the structural strength of gate, reduce the probability that the gate takes place to warp, damage.
To sum up, this application includes following beneficial technological effect:
1. according to the method, the hopper for loading the broken stones is additionally arranged, the broken stones are poured into the hopper for preparing the filler, when the filler is needed, the broken stones can be poured by opening the gate, one forklift can meet the requirement of broken stone fillers needed by a plurality of vibroflotation broken stone pile machines, the number of the forklifts needed during construction is greatly reduced, and the construction cost is reduced;
2. this application makes the discharging pipe slope set up in the below of hopper through promoting the discharging pipe to rotate through setting up rotatable discharging pipe, has avoided the rubble directly to drop to the gate on, has improved the stability and the life of gate.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.
Fig. 2 is a partial structural schematic diagram of the present application.
Fig. 3 is a partial sectional view showing the internal structure of the hopper.
Description of the reference numerals: 1. a pile body; 11. pile columns; 111. a mounting frame; 12. a drill stem; 13. a vibroflotation device; 14. a shock absorber; 2. a hopper; 21. an upper portion; 22. a lower portion; 221. a buffer strip; 3. a discharge pipe; 31. a discharge port; 32. a folding wall; 33. a second hydraulic cylinder; 4. a gate; 41. a rotating end; 42. a free end; 43. reinforcing ribs; 44. a first hydraulic cylinder.
Detailed Description
The present application is described in further detail below.
The embodiment of the application discloses a bearing pile machine, refer to fig. 1, including pile body 1, install the stake 11 of vertical setting on the pile body 1, the one side that pile 11 kept away from pile body 1 is installed drilling rod 12 and the vibroflotation device 13 of being connected with the bottom of drilling rod 12, and the top of drilling rod 12 is connected with the hoisting device that drives drilling rod 12 and go up and down, and hoisting device loads on pile body 1, installs hopper 2 on the stake 11, and the bottom intercommunication of hopper 2 has discharging pipe 3.
The hoisting device comprises a hoisting machine arranged on the pile body 1 and two fixed pulleys positioned at the top end of the pile 11, wherein the two fixed pulleys are respectively positioned at one end of the pile 11 close to the hoisting machine and one end of the pile 11 far away from the hoisting machine and are rotatably connected with the pile 11. The traction rope in the winch sequentially passes around the two fixed pulleys at the top end of the pile column 11 and is connected with the top end of the drill rod 12. The winch pulls the drill rod 12 to lift through the traction rope, so that the vibroflot 13 is driven to punch holes. With reference to fig. 2, a damper 14 is installed between the drill rod 12 and the vibroflot 13, so as to greatly reduce the vibration force transmitted upwards by the vibroflot 13, thereby protecting the functions of other structures and improving the bearing capacity and bearing capacity of the pile machine.
Referring to fig. 2, a mounting bracket 111 is mounted on the pile 11. The mounting frame 111 is fixedly mounted on the pile 11, and a space is reserved inside the mounting frame for the vibroflot 13 to move up and down. One side of the mounting frame 111 far away from the pile body 1 is connected with a hopper 2. Hopper 2's inside cavity sets up and the top opening, and hopper 2 and mounting bracket 111 fixed connection are connected with stake 11 through mounting bracket 111. The hopper 2 comprises an upper portion 21 and a lower portion 22. The inner space of the upper part 21 is rectangular, and four side walls are vertically arranged to accelerate the charging speed of the hopper 2.
The bottom end of the hopper 2 is communicated with a discharge pipe 3 which is obliquely arranged. Discharging pipe 3 is square pipe, and the top is rotated with the lateral wall of the bottom of hopper 2 and is connected, and the low end orientation of discharging pipe 3 is kept away from one side of vibroflot 13. A folding wall 32 is connected between the discharge pipe 3 and the hopper 2. The folding wall 32 is a flexible wall with certain strength, and is respectively fixedly connected with the side wall of the hopper 2 and the pipe wall of the discharge pipe 3, and the discharge pipe 3 is rotatably connected with the hopper 2 through the folding wall 32.
The bottom of discharging pipe 3 is discharge gate 31, and discharge gate 31 department is provided with gate 4 with discharge gate 31 assorted. The shutter 4 has a thick plate shape, and a rib 43 is fixed to the lower surface of the shutter 4. Referring back to fig. 2, the end of the lock 4 remote from the vibroflot 13 is a rotating end 41, and the rotating end 41 is hinged to the pipe wall of the discharge pipe 3.
The end of the shutter 4 adjacent to the vibroflot 13 is a free end 42. A rotary drive member is connected to the free end 42. The rotary drive is provided in two and is located on either side of the free end 42 of the gate 4. In this embodiment, the rotary drive member is a first hydraulic cylinder 44, a housing of the first hydraulic cylinder 44 is mounted on a pipe wall of the discharge pipe 3 and is hinged to the discharge pipe 3, and a piston rod of the first hydraulic cylinder 44 is hinged to the free end 42. The piston rod of the first hydraulic cylinder 44 extends to push the free end 42 and thus controls the gate 4 to rotate downwards about the hinge with the tapping pipe 3 to open the tapping spout 31.
The side wall of the discharging pipe 3 close to one side of the vibroflot 13 is connected with a pushing mechanism. The pushing mechanism adopts a second hydraulic cylinder 33, the shell of the second hydraulic cylinder 33 is installed on the pile 11 and hinged with the pile 11, so that the second hydraulic cylinder 33 can rotate up and down relative to the pile 11, and the piston rod of the second hydraulic cylinder 33 is hinged with the pipe wall of the discharge pipe 3. The second hydraulic cylinder 33 drives the discharging pipe 3 to rotate left and right around the hinge shaft connected to the hopper 2, so that the discharging port 31 faces the opening to be filled, or rotates the discharging pipe 3 to the side away from the vibroflot 13 to avoid interference with the vibroflot 13.
The implementation principle of a pressure-bearing pile machine of this application embodiment does: referring to fig. 1, the hopper 2 is filled with crushed stones by a forklift, when the crushed stones are required to be added to the hole opening, the second hydraulic cylinder 33 drives the discharge pipe 3 to rotate and enables the discharge hole 31 to face to one side close to the hole opening, the first hydraulic cylinder 44 drives the gate 4 to rotate downwards and open the discharge hole 31, and the crushed stones in the hopper 2 are discharged from the discharge pipe 3 and fall into the hole; after the single required crushed stone amount is finished, the first hydraulic cylinder 44 drives the gate 4 to rotate upwards and close the discharge hole 31, the filling is stopped, and the second hydraulic cylinder 33 drives the discharge pipe 3 to rotate reversely and incline to one side far away from the vibroflot 13.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a pressure-bearing pile machine, includes pile body (1), is fixed with stake (11) on pile body (1), is provided with drilling rod (12) and shakes towards ware (13) of being connected with drilling rod (12) on stake (11), its characterized in that: the pile (11) is provided with a hopper (2) which is hollow inside and has an opening at the top end; the bottom end of the hopper (2) is communicated with a discharge pipe (3) which is obliquely arranged, and the lower end of the discharge pipe (3) faces to one side far away from the vibroflot (13); the bottom end of the discharge pipe (3) is provided with a gate (4) for controlling the opening or closing of a discharge hole (31) of the discharge pipe (3); the top of discharging pipe (3) is connected with the bottom of hopper (2) is rotated, and discharging pipe (3) are connected with the thrust gear who drives discharging pipe (3) and rotate and make discharge gate (31) be close to or keep away from the drill way.
2. A pressure-bearing piling machine according to claim 1, wherein: the one end that shakes towards ware (13) is kept away from in gate (4) is rotation end (41), rotates end (41) and is connected with the pipe wall rotation of discharging pipe (3), and the one end that shakes towards ware (13) is close to in gate (4) is free end (42), and free end (42) are connected with drive gate (4) around the rotatory rotation driving piece of junction with discharging pipe (3).
3. A pressure-bearing piling machine according to claim 2, wherein: the rotary driving part adopts a first hydraulic cylinder (44), a shell of the first hydraulic cylinder (44) is arranged on the pipe wall of the discharge pipe (3) and hinged with the discharge pipe (3), and a piston rod of the first hydraulic cylinder (44) is hinged with the free end (42).
4. A pressure-bearing piling machine according to claim 2, wherein: the rotary driving parts are provided with two parts which are respectively positioned at two sides of the free end (42) of the gate (4).
5. A pressure-bearing piling machine according to claim 1, wherein: the hopper (2) comprises an upper portion (21) and a lower portion (22); the side wall of the lower part (22) is obliquely arranged, the high end faces to one side far away from the axis, and the low end faces to one side close to the axis of the hopper (2).
6. A pressure-bearing piling machine according to claim 5, wherein: the surface of the inner wall of the lower part (22) is provided with a bumper strip (221) for reducing impact.
7. A pile bearing machine according to claim 1, characterised in that: the pushing mechanism adopts a second hydraulic cylinder (33), the shell of the second hydraulic cylinder (33) is installed on the pile column (11) and is rotatably connected with the pile column (11), and the piston rod of the second hydraulic cylinder (33) is hinged with the discharge pipe (3).
8. A pressure-bearing piling machine according to claim 1, wherein: and reinforcing ribs (43) are arranged on the surface of the gate (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221962858.2U CN217810999U (en) | 2022-07-26 | 2022-07-26 | Bearing pile machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221962858.2U CN217810999U (en) | 2022-07-26 | 2022-07-26 | Bearing pile machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217810999U true CN217810999U (en) | 2022-11-15 |
Family
ID=83970337
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221962858.2U Active CN217810999U (en) | 2022-07-26 | 2022-07-26 | Bearing pile machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217810999U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115928700A (en) * | 2023-01-06 | 2023-04-07 | 福建厦兴重工机械有限公司 | Full-hydraulic walking type hole-leading gravel filling pile machine |
-
2022
- 2022-07-26 CN CN202221962858.2U patent/CN217810999U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115928700A (en) * | 2023-01-06 | 2023-04-07 | 福建厦兴重工机械有限公司 | Full-hydraulic walking type hole-leading gravel filling pile machine |
| CN115928700B (en) * | 2023-01-06 | 2023-04-28 | 福建厦兴重工机械有限公司 | Full-hydraulic walking type hole-guiding gravel filling pile machine |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP1687488B1 (en) | Apparatus for building support piers from one or successive lifts formed in a soil matrix | |
| CN217810999U (en) | Bearing pile machine | |
| CN100999900A (en) | Bottom impacting type steel pipe concrete pole and construction method thereof | |
| CN110965937A (en) | Double-power whole-course pump suction reverse circulation punching equipment and construction process | |
| CN113006042A (en) | Construction process for reinforcing foundation of large hydraulic structure on construction waste land layer | |
| CN116815844B (en) | Adjustable bucket for excavator | |
| CN117230787A (en) | Novel elliptical stirring pile construction equipment and construction method thereof | |
| CN218479141U (en) | Rammer compactor is used in road and bridge construction | |
| CN114988259B (en) | Lifting skip applied to mine vertical shaft ore | |
| CN210459177U (en) | Vibroflotation gravel pile machine | |
| CN114855805A (en) | A concrete filling device for bored concrete pile construction | |
| CN211874383U (en) | Double dynamical whole journey pump suction reverse circulation punching equipment | |
| CN209429124U (en) | A kind of bored pile construction cleaning waste slag equipment | |
| CN211596760U (en) | Buffer device for pile driver | |
| CN203961304U (en) | The dual hopper device of fully automatic feeding pulp shooting machine | |
| CN113073630A (en) | Construction method and device of plug-in type vibroflotation gravel pile machine | |
| CN218880801U (en) | Tamping and pile-expanding equipment for carrier pile | |
| CN220705606U (en) | Square bored pile pore-forming device | |
| CN216187844U (en) | Swing type bidirectional discharging slag discharging bin | |
| CN217839981U (en) | Dig bored concrete pile soon and collapse hole prosthetic devices | |
| CN214052070U (en) | Feed chute of concrete sand-stone separator | |
| CN217630006U (en) | Movable rapid back pressure device for instability of rock and soil mass | |
| CN221624936U (en) | Engineering earthwork outward transporting device | |
| CN211816246U (en) | A vibrations stake machine feeding hopper that is used for loam, flows to mould silt stratum | |
| CN217438916U (en) | Gravel pile tip |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |