CN210459177U - Vibroflotation gravel pile machine - Google Patents
Vibroflotation gravel pile machine Download PDFInfo
- Publication number
- CN210459177U CN210459177U CN201921304671.1U CN201921304671U CN210459177U CN 210459177 U CN210459177 U CN 210459177U CN 201921304671 U CN201921304671 U CN 201921304671U CN 210459177 U CN210459177 U CN 210459177U
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- Prior art keywords
- gate
- discharging pipe
- storage silo
- ware
- stand
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- Expired - Fee Related
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- 238000007599 discharging Methods 0.000 claims abstract description 34
- 239000004575 stone Substances 0.000 claims description 29
- 239000000463 material Substances 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 7
- 238000005192 partition Methods 0.000 description 6
- 239000002689 soil Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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- Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)
Abstract
The utility model relates to a shake and dash rubble stake machine, including stake machine chassis, vertical stand of fixing in stake machine frame, shake towards the ware and drive shake towards the ware and carry out the actuating mechanism that vertical reciprocated along the direction of height of stand, be provided with inside cavity open-top's storage silo on the stand, the bottom department of storage silo is provided with the discharging pipe that is linked together with the inside of storage silo, the discharging pipe sets up to shaking a lopsidedness at ware place, is provided with the gate that the discharge gate of control discharging pipe was opened or was closed on the discharging pipe. The utility model discloses have and set up the storage silo on vibration rubble stake machine, when needs pack downthehole, pack to the inside in hole through the storage silo to replace the forklift pay-off, reduce the required quantity of forklift, thereby reduce construction cost.
Description
Technical Field
The utility model belongs to the technical field of the civil engineering technique and specifically relates to a shake towards rubble stake machine is related to.
Background
The vibroflotation gravel pile is a composite foundation, does not play an obvious role in drainage, consolidation and encryption on soil among piles, and makes gravel bodies play a role in reinforcing in original foundation soil by replacing the original foundation soil with the gravel pile. The rigidity of the pile body is larger than that of the surrounding soil, so that the stress of the foundation is concentrated to the gravel pile, and the aims of reducing the additional stress on the soil around the pile, improving the bearing capacity of the whole composite foundation and reducing the compressibility are fulfilled.
The construction process of the vibroflotation gravel pile comprises the following steps:
(1) pile position positioning and lofting: driving a timber pile into the center of the pile position;
(2) the crane is in place: aligning the vibroflot to the pile position, electrifying, communicating water, and checking whether the water pressure, the voltage and the no-load current value of the vibroflot are normal or not;
(3) firstly, driving a sleeve protecting wall with a pile tip, then sinking a vibroflot, starting a crane to enable the vibroflot to slowly sink in soil at the speed of 1-2 m/min, controlling the rated current of the vibroflot, and recording;
(4) when the vibroflotation device sinks to about 50 cm above the designed pile end, lifting the vibroflotation device to the orifice;
(5) repeating the steps 3 and 4 for one to two times to finish vibroflotation hole forming, stopping the vibroflotation device at a position which is about 50 cm above the pile bottom, cleaning the hole, and lifting the vibroflotation device to the hole opening when the consistency of the mud circulating in the hole is reduced;
(6) filling: pouring stone into the hole, wherein each time of blanking cannot exceed 0.5 m (the amount of filling can be increased or decreased according to the stratum), sinking the vibroflot into the hole for compacting, pulling out the cylinder and filling, and carrying out compacting vibration until the pile top of the gravel pile reaches 1.0 m above the designed elevation, so as to ensure the quality of the pile head;
(7) and (5) turning off the vibroflot and the water pump and shifting.
When stones are added into holes, each vibroflotation gravel pile machine needs to be specially matched with a forklift to match with the hole filler, and in the process of operation of the vibroflotation gravel pile machine, due to the fact that the stones need to be frequently filled into the pile tube, the forklift cannot leave the pile machine, and therefore when multiple vibroflotation gravel pile machines operate together, the forklift needs to be matched in number, and construction cost is increased.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a shake towards rubble stake machine, it has and sets up the storage silo on the vibration rubble stake machine, when needs pack downthehole, packs to the inside in hole through the storage silo to replace the forklift pay-off, reduce the required quantity of forklift, thereby reduce construction cost.
The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:
the utility model provides a shake towards rubble stake machine, includes stake machine chassis, vertical stand of fixing in stake machine frame, shake towards the ware and drive and shake towards the ware and carry out the actuating mechanism that vertical reciprocated along the direction of height of stand, be provided with inside cavity open-top's storage silo on the stand, the bottom department of storage silo is provided with the discharging pipe that is linked together with the inside of storage silo, the discharging pipe sets up to shaking the lopsidedness at towards the ware place, the gate that the discharge gate that is provided with the control discharging pipe on the discharging pipe was opened or was closed.
Through adopting above-mentioned technical scheme, the crushed stone material is poured into to the inside of storage silo through disposable, in needs to downthehole add the crushed stone material, open the gate, be located the inside crushed stone material of storage silo to downthehole along the discharging pipe landing, thereby when filling in the hole, only need opening or the closure of control gate can be to downthehole filler, do not need the forklift to keep on one's side always, thereby make a forklift can serve in a plurality of vibration rubble stake machines simultaneously, reduce the use quantity of forklift, thereby reduce construction cost.
The utility model discloses further set up to: the one end that shakes towards the ware is kept away from to the gate is articulated mutually with the pipe wall of discharging pipe, the one end that the gate is close to the ware that shakes towards is the free end, be provided with hydraulic telescoping device between discharging pipe and the gate, hydraulic telescoping device's both ends are articulated mutually with the pipe wall of discharging pipe and the free end of gate respectively, hydraulic telescoping device is located the lateral position of gate free end.
Through adopting above-mentioned technical scheme, form the slope when the gate is opened, the broken stone material through the discharging pipe outflow passes through the guide of gate, can be accurate send into downtheholely.
The utility model discloses further set up to: the hydraulic telescopic devices are two and are respectively positioned on two sides of the free end of the gate.
Through adopting above-mentioned technical scheme, make the atress of gate even to when the gate is opened or is closed, the difficult condition that appears damaging, warp of gate.
The utility model discloses further set up to: the storage bin is located the one side that shakes and dashes the ware and deviate from the stand, the storage bin links to each other with the stand through a plurality of linking bridge, linking bridge arranges into two several rows, shake and dash the ware and be located between two linking bridge and two linking bridge's distance can make to shake and dash the ware and pass through.
Through adopting above-mentioned technical scheme, increase the connection structure intensity of storage silo and stand, make fixing on the stand that the storage silo can be firm.
The utility model discloses further set up to: the diapire of storage silo shakes the one end of dashing the ware from keeping away from to be close to the one end slope that shakes towards the ware gradually, the discharging pipe is located the lowest of the bottom wallboard of storage silo.
Through adopting above-mentioned technical scheme, avoid the storehouse bottom department of storage silo to appear the condition that the crushed stone material is piled up.
The utility model discloses further set up to: the inside cross-section that the one end of storage silo was connected to the discharging pipe is the same with the cross-section size of the inside bottom of storage silo.
Through adopting above-mentioned technical scheme, make the crushed stone material discharge from the discharging pipe completely.
The utility model discloses further set up to: the inside of storage silo is provided with the baffle of a plurality of downward sloping settings, the baffle is located the distance that supplies the detritus material to pass between the wallboard of the one end of low department and storage silo.
Through adopting above-mentioned technical scheme, bear partial crushed stone material through the baffle to reduce the weight that the bottom of a storehouse wallboard of storage silo bore, thereby avoid the bottom of a storehouse wallboard of storage silo to bear overweight weight and cause the damage, increase the life of storage silo.
The utility model discloses further set up to: and reinforcing ribs are arranged on the surface of the gate.
Through adopting above-mentioned technical scheme, increase the structural strength of gate, make the difficult condition that appears warping of gate.
To sum up, the utility model discloses a beneficial technological effect does:
1. the crushed stone is poured into the storage bin at one time, when the crushed stone is required to be added into the hole, the gate is opened, and the crushed stone positioned in the storage bin slides into the hole along the discharge pipe, so that when the hole is filled, the hole can be filled by controlling the opening or closing of the gate without a forklift always staying around, and one forklift can simultaneously serve a plurality of vibrating crushed stone pile machines, the using number of the forklift is reduced, and the construction cost is reduced;
2. the partition plates arranged in the storage bin are used for bearing part of crushed stones, so that the weight borne by the bin bottom wall plate of the storage bin is reduced, the bin bottom wall plate of the storage bin is prevented from being damaged due to the fact that the bin bottom wall plate of the storage bin bears overweight, and the service life of the storage bin is prolonged;
3. the surface of the gate is provided with the reinforcing ribs, so that the structural strength of the gate is improved, and the gate is not easy to deform.
Drawings
FIG. 1 is a schematic structural view of a vibro-replacement stone column machine;
FIG. 2 is a schematic structural view of the storage silo;
FIG. 3 is a schematic view of the internal structure of the storage silo;
FIG. 4 is a schematic view of the structure of the bottom of the storage silo.
In the figure, 1, a pile machine chassis; 2. a column; 3. a winch; 4. a vibroflotation device; 5. a fixed pulley; 6. a storage bin; 61. a partition plate; 7. connecting a bracket; 8. a discharge pipe; 9. a gate; 91. reinforcing ribs; 10. and a hydraulic cylinder.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, for the utility model discloses a vibroflotation gravel pile machine, including stake machine chassis 1, stand 2 and hoist engine 3 of vertical setting are installed respectively to the relative both ends in top surface that are located stake machine chassis 1. One side that is located stand 2 and deviates from hoist engine 3 is provided with the ware 4 that dashes that shakes of vertical setting, shakes towards the outside that 4 is located stake machine chassis 1. The top end of the upright post 2 is connected with two fixed pulleys 5 in a rotating manner, and the two fixed pulleys 5 are respectively arranged at one end of the upright post 2 close to the winch 3 and one end of the upright post 2 far away from the winch 3. The steel wire rope in the winch 3 sequentially rounds two fixed pulleys 5 at the top end of the upright post 2 so as to be connected with the top end of the vibroflot 4. The vibroflot 4 is pulled by the hoist 3, and the vibroflot 4 is vertically moved in the height direction of the column 2.
One side of shaking towards ware 4 and deviating from stand 2 is provided with the inside hollow storage silo 6 of open-top, and storage silo 6 links to each other with stand 2 through a plurality of linking bridge 7, and linking bridge 7's both ends are fixed continuous with storage silo 6 and stand 2 respectively. All the connecting brackets 7 are arranged in two vertical rows and the space between two rows of connecting brackets 7 enables the passage of the vibroflots 4.
Referring to fig. 2 and 3, a discharge pipe 8 communicated with the inside of the storage bin 6 is arranged at the bottom end of the storage bin 6, and the size of the inner section of one end of the discharge pipe 8 connected with the storage bin 6 is the same as that of the bottommost section in the storage bin 6. In order to make the crushed stone in the storage bin 6 smoothly slide to the discharge pipe 8, the bin bottom wall plate of the storage bin 6 is obliquely arranged. The silo bottom wall plate of the storage silo 6 is downwards inclined from one end far away from the vibroflot 4 to one end close to the vibroflot 4. The discharging pipe 8 and the storage bin body of the storage bin 6 are welded and fixed. The discharge pipe 8 is located at one end of the storage bin 6 close to the vibroflotation device 4, and the discharge pipe 8 is obliquely arranged towards the vibroflotation device 4. Through setting up discharging pipe 8 slope to make the rubble material when discharging through discharging pipe 8, can slide to the downthehole of the rubble stake along the discharging pipe 8 of slope.
Referring to fig. 1 and 2, a gate 9 for closing the discharge hole of the discharge pipe 8 is arranged at the discharge hole of the discharge pipe 8, one end of the gate 9, which is far away from the vibroflot 4, is hinged to the pipe wall of the discharge pipe 8, and one end of the gate 9, which is close to the vibroflot 4, is a free end of the gate 9. And the two ends of the hydraulic cylinder 10 are respectively hinged with the outer pipe wall of the discharging pipe 8 predicted by the side wall of the free end of the gate 9.
By controlling the hydraulic cylinder 10, the gate 9 is controlled to rotate around the hinge, when the gate 9 rotates downwards, the gate 9 opens the discharge opening of the discharge pipe 8, and crushed stone located inside the storage silo 6 is discharged along the discharge pipe 8.
Referring to fig. 3, a plurality of partitions 61 are disposed inside the storage bin 6 in a staggered manner from the top of the storage bin 6 to the bottom of the storage bin 6, and the partitions 61 are inclined downward. Baffle 61 is located the one end of high and the storehouse body wallboard welded fastening of storage silo 6, and the baffle 61 is located and leaves the distance that supplies the detritus material to pass through between the one end of low department and the storehouse body wallboard of storage silo 6.
When the crushed stone is guided into the storage bin 6, the partition plates 61 arranged inside the storage bin 6 are used, so that the partition plates 61 bear part of the weight of the crushed stone, and the weight of the crushed stone is prevented from being completely applied to the bin bottom wall plate of the storage bin 6.
Referring to fig. 4, a plurality of reinforcing ribs 91 are welded and fixed on the surface of gate 9, so that the stress strength of gate 9 is increased through reinforcing ribs 91, and the deformation of gate 9 due to the weight of crushed stone borne by the length of gate 9 is avoided.
The implementation principle of the embodiment is as follows: feeding device through forklift etc. is disposable to the inside of storage silo 6 filled up with the metalling, when shaking towards the metalling pile and being under construction, when needs to downthehole metalling that adds, control pneumatic cylinder 10, make pneumatic cylinder 10 promote gate 9 and rotate downwards, thereby open the discharge gate of discharging pipe 8, the metalling that is located storage silo 6 inside discharges through discharging pipe 8 and falls into in the hole, when the metalling satisfies the volume of shaking towards required metalling at every turn, at secondary control pneumatic cylinder 10, make pneumatic cylinder 10 pulling gate 9 upwards rotate, thereby seal the discharge gate of discharging pipe 8, stop the pay-off of metalling.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides a shake and dash rubble stake machine, includes stake machine chassis (1), vertical stand (2) of fixing in the stake machine frame, shakes and dashes ware (4) and drive and shake and dash ware (4) and carry out the actuating mechanism that vertical reciprocated along the direction of height of stand (2), its characterized in that: be provided with inside cavity open-top's storage silo (6) on stand (2), the bottom department of storage silo (6) is provided with discharging pipe (8) that are linked together with the inside of storage silo (6), discharging pipe (8) are to shaking one side slope setting at towards ware (4) place, be provided with gate (9) that the discharge gate of control discharging pipe (8) opened or closed on discharging pipe (8).
2. The vibro-replacement stone column machine of claim 1, characterized in that: one end that shakes towards ware (4) is kept away from in gate (9) is articulated mutually with the pipe wall of discharging pipe (8), the one end that is close to shaking towards ware (4) in gate (9) is the free end, be provided with hydraulic telescoping device between discharging pipe (8) and gate (9), hydraulic telescoping device's both ends are articulated mutually with the pipe wall of discharging pipe (8) and the free end of gate (9) respectively, hydraulic telescoping device is located the lateral position of gate (9) free end.
3. The vibro-replacement stone column machine of claim 2, characterized in that: the two hydraulic telescopic devices are respectively positioned on two sides of the free end of the gate (9).
4. The vibro-replacement stone column machine of claim 1, characterized in that: the storage bin (6) is located one side of shaking towards ware (4) and deviating from stand (2), storage bin (6) links to each other with stand (2) through a plurality of linking bridge (7), linking bridge (7) are arranged into two several rows, shake towards ware (4) and be located two between linking bridge (7) and two distances of linking bridge (7) can make to shake towards ware (4) and pass through.
5. The vibro-replacement stone column machine of claim 1, characterized in that: the diapire of storage silo shakes the one end of dashing ware (4) from keeping away from to be close to the one end of shaking towards ware (4) and slope down gradually, discharging pipe (8) are located the lowest of the bottom wallboard of storage silo (6).
6. The vibro-replacement stone column machine of claim 5, characterized in that: the inside cross-section of the discharging pipe (8) connected with one end of the storage bin (6) is the same as the cross-section of the bottom end inside the storage bin (6).
7. The vibro-replacement stone column machine of claim 1, characterized in that: the inside of storage silo (6) is provided with baffle (61) that a plurality of downward slopes set up, the distance that supplies the detritus material to pass between the wallboard of baffle (61) one end that is located the low department and storage silo (6).
8. The vibro-replacement stone column machine of claim 1, characterized in that: and reinforcing ribs (91) are arranged on the surface of the gate (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921304671.1U CN210459177U (en) | 2019-08-12 | 2019-08-12 | Vibroflotation gravel pile machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921304671.1U CN210459177U (en) | 2019-08-12 | 2019-08-12 | Vibroflotation gravel pile machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210459177U true CN210459177U (en) | 2020-05-05 |
Family
ID=70450993
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921304671.1U Expired - Fee Related CN210459177U (en) | 2019-08-12 | 2019-08-12 | Vibroflotation gravel pile machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210459177U (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 |
-
2019
- 2019-08-12 CN CN201921304671.1U patent/CN210459177U/en not_active Expired - Fee Related
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 |
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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: 20200505 |