CN218346159U - Pile machine equipment for foundation reinforcement - Google Patents
Pile machine equipment for foundation reinforcement Download PDFInfo
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- CN218346159U CN218346159U CN202221468715.6U CN202221468715U CN218346159U CN 218346159 U CN218346159 U CN 218346159U CN 202221468715 U CN202221468715 U CN 202221468715U CN 218346159 U CN218346159 U CN 218346159U
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- drilling rod
- whitewashing
- sleeve
- crane
- lifting sleeve
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Abstract
The utility model discloses a ground is consolidated and is used stake machine equipment relates to stake machine technical field, including the stake machine frame, gliding unit head from top to bottom is installed on stake machine frame right side, the whitewashing drilling rod is installed to the bottom of unit head, a plurality of whitewashing mouths have evenly been seted up to the bottom of the outer periphery of whitewashing drilling rod, the bottom welding of whitewashing drilling rod has the drill bit, the outside upper end of whitewashing drilling rod is provided with the crane that can move about from top to bottom, the inboard of crane is rotated and is connected with the lift sleeve that runs through out the crane downwards, and the lift sleeve is in the outside of whitewashing drilling rod, the pneumatic cylinder is all installed at both ends about between crane and the unit head, the pneumatic cylinder at both ends is located the left and right sides of whitewashing drilling rod respectively about. Through the outside at the shotcrete drilling rod setting up lifting sleeve, when the drill bit of shotcrete drilling rod bottom was driped a hole, lifting sleeve can the lapse, can shelter from the spouting mouth of shotcrete drilling rod bottom like this to this can prevent that earth from entering into the spouting mouth and will spout the mouth jam.
Description
Technical Field
The utility model relates to a stake machine technical field especially relates to a stake machine equipment is used in foundation reinforcement.
Background
The cement mixing pile is an effective form of soft foundation treatment, and is characterized by that it uses cement as main agent of solidifying agent, and utilizes mixing pile machine to spray cement into soil body and fully mix them so as to make cement and soil produce a series of physical and chemical reactions, and make the soft soil be hardened and raise foundation strength.
The utility model discloses a utility model patent of CN214783858U in the existing Chinese patent discloses a deep mixing pile machine, including the mixing pile machine body, the mixing pile machine body is provided with and is hollow whitewashing drilling rod, whitewashing drilling rod fixedly connected with a plurality of first stirring leaves, a plurality of first stirring leaves along whitewashing drilling rod circumference range setting, whitewashing drilling rod is located the below fixedly connected with a plurality of second stirring leaves of first stirring leaf, and a plurality of second stirring leaves along whitewashing drilling rod circumference range setting, first stirring leaf and second stirring leaf are all hollow and all communicate with whitewashing drilling rod cavity and set up, a plurality of first whitewashing mouths have been seted up respectively to first stirring leaf and second stirring leaf lateral wall;
the utility model discloses a spout stake machine more that is used for weak ground reinforcement, including spouting a stake machine base, it is equipped with a plurality of support station legs to spout stake machine base bottom to spout, it is equipped with the control box to spout stake machine base top, control box one side is equipped with multiunit high-pressure pump station, high-pressure pump station one side is equipped with auxiliary stay frame, auxiliary stay frame one end is connected with crawling motor, and the auxiliary stay frame rail coupling crawls the motor, crawl the motor bottom and be connected with the rotation motor, rotation motor bottom is connected with the drilling rod, the drilling rod top is equipped with a plurality of intercommunication pipelines, the drilling rod inner chamber is equipped with the dwang, the dwang outside is connected with the connection pad, and the connection pad fixed connection drilling rod inner wall, be equipped with a plurality of slip casting pipelines on the connection pad, the dwang bottom is connected with the drill bit, the drill bit top is equipped with supplementary stirring head, control box electric connection high-pressure pump station, crawl motor, rotation motor;
two above utility model are at drilling process, owing to need not carry out the whitewashing operation, so the whitewashing mouth is in uncovered state, and outside earth enters into the whitewashing mouth easily like this in, leads to the whitewashing mouth to block up to influence follow-up whitewashing operation, we have proposed a foundation for reinforcement stake machine equipment for this reason, with the technical problem who solves the aforesaid and propose.
SUMMERY OF THE UTILITY MODEL
The utility model provides a pile machine equipment is used in foundation stabilization to solve the current whitewashing mouth of stirring stake machine that above-mentioned background art provided when drilling, easy problem of being blockked up by earth.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a ground consolidates uses stake machine equipment, includes stake machine frame, gliding unit head from top to bottom is installed on stake machine frame right side, the whitewashing drilling rod is installed to the bottom of unit head, a plurality of whitewashing mouths have evenly been seted up to the bottom of the outer periphery of whitewashing drilling rod, the bottom welding of whitewashing drilling rod has the drill bit, the outside upper end of whitewashing drilling rod is provided with the crane that can move about from top to bottom, the inboard of crane is rotated and is connected with the lift sleeve that runs through out the crane downwards, and the lift sleeve cover is in the outside of whitewashing drilling rod.
Furthermore, hydraulic cylinders are installed at the left end and the right end between the lifting frame and the power head, and the hydraulic cylinders at the left end and the right end are respectively located at the left side and the right side of the guniting drill rod.
Furthermore, the bottom of the lifting sleeve is rotatably connected with a connecting sleeve, and the connecting sleeve is positioned above the grout spraying port.
Furthermore, the connecting sleeve is sleeved outside the guniting drill rod and is not in contact with the guniting drill rod, and a rubber pad is bonded on the bottom surface of the connecting sleeve.
Furthermore, helical blades are welded at the lower end of the outer portion of the lifting sleeve, and a driven gear is installed at the upper end of the outer portion of the lifting sleeve.
Further, the motor is installed to the right flank of crane, the driving gear is installed to the power take off end of motor, the driving gear is located driven gear's right side and meshes with driven gear.
Compared with the prior art, the utility model discloses the beneficial effect who realizes:
the lifting sleeve is arranged outside the guniting drill rod, so that when a drill bit at the bottom of the guniting drill rod drills, the lifting sleeve can slide downwards, and meanwhile, the connecting sleeve at the bottom of the lifting sleeve can be attached to the top of the drill bit, so that a guniting hole at the bottom of the guniting drill rod can be shielded, and therefore, soil can be prevented from entering the guniting hole and blocking the guniting hole during drilling; when guniting is needed, the lifting sleeve can move upwards to expose the guniting port, so that guniting operation can be carried out;
through set up helical blade in lifting sleeve's outside, when drilling, lifting sleeve can rotate, and pivoted lifting sleeve utilizes helical blade can be with the earth in the hole upwards discharge like this for drilling is more smooth.
Drawings
Fig. 1 is a schematic view of the internal structure of the present invention.
Fig. 2 is a partially enlarged view of a portion a of fig. 1 according to the present invention.
Fig. 3 is a partially enlarged schematic view of the point B of fig. 1 according to the present invention.
Fig. 4 is a schematic diagram of the external structure of the present invention.
In FIGS. 1-4: the method comprises the following steps of 1-pile machine frame, 2-power head, 3-guniting drill rod, 301-guniting port, 4-drill bit, 5-lifting frame, 6-lifting sleeve, 7-hydraulic cylinder, 8-helical blade, 9-connecting sleeve, 10-rubber pad, 11-driven gear, 12-motor and 13-driving gear.
Detailed Description
Please refer to fig. 1 to 4:
the utility model provides a pile machine equipment for foundation reinforcement, including stake machine frame 1, stake machine frame 1 right side is installed and is slided from top to bottom the unit head 2, the bottom of unit head 2 is installed and is spouted the thick liquid drilling rod 3, the bottom of spouting the outer periphery of drilling rod 3 has evenly seted up a plurality of whitewashing mouths 301, the bottom welding of spouting drilling rod 3 has drill bit 4, the upper end of spouting drilling rod 3 outside is provided with crane 5 that can move from top to bottom, the inboard rotation of crane 5 is connected with the lift sleeve 6 that runs through out crane 5 downwards, and lift sleeve 6 cover is outside spouting drilling rod 3;
according to the above, the guniting drill rod 3 can rotate at the bottom of the power head 2, the rotating guniting drill rod 3 synchronously drives the drill bit 4 to rotate, and after the power head 2 moves downwards, the rotating drill bit 4 can be inserted into soil to drill holes;
the hydraulic cylinder 7 can push the lifting frame 5 to lift up and down, the lifting frame 5 lifting up and down synchronously drives the lifting sleeve 6 to lift up and down, so that when the drill bit 4 rotates, the lifting sleeve 6 moves down, the lifting sleeve 6 moving down can shield the grout spraying opening 301, and therefore soil generated during drilling can not enter the grout spraying opening 301, the grout spraying opening 301 can be prevented from being blocked, when grout is required to be sprayed, the hydraulic cylinder 7 pulls the lifting frame 5 and the lifting sleeve 6 to move up and reset, and then the grout spraying opening 301 can be exposed and subjected to grout spraying;
the connecting sleeve 9 is arranged at the bottom of the lifting sleeve 6, when the lifting sleeve 6 moves downwards, the connecting sleeve 9 can be attached to the top of the drill bit 4, so that the lifting sleeve 6 and the drill bit 4 can rotate through the connecting sleeve 9, the lifting sleeve 6 cannot influence the normal rotation of the drill bit 4, and the rubber pad 10 is arranged at the bottom of the connecting sleeve 9, so that the connecting sleeve 9 and the drill bit 4 can be attached more tightly;
according to the above, the helical blade 8 is welded at the lower end of the outer part of the lifting sleeve 6, the driven gear 11 is installed at the upper end of the outer part of the lifting sleeve 6, the motor 12 is installed on the right side surface of the lifting frame 5, the driving gear 13 is installed at the power output end of the motor 12, and the driving gear 13 is located on the right side of the driven gear 11 and meshed with the driven gear 11;
In conclusion:
through setting up lifting sleeve 6 in the outside of shotcrete drilling rod 3, when drilling is carried out to drill bit 4 of shotcrete drilling rod 3 bottom, lifting sleeve 6 can slide downwards, and the adapter sleeve 9 of lifting sleeve 6 bottom can laminate with the top of drill bit 4 simultaneously, can shelter from the grout spraying mouth 301 of shotcrete drilling rod 3 bottom like this to can prevent earth from entering into grout spraying mouth 301 and stop up grout spraying mouth 301 when drilling, and when needing the grout spraying, lifting sleeve 6 can move up and expose grout spraying mouth 301, so that alright carry out the grout spraying operation;
through the outside at lifting sleeve 6 setting up helical blade 8, when drilling, lifting sleeve 6 can rotate, and pivoted lifting sleeve 6 utilizes helical blade 8 can upwards discharge the earth in the hole like this for drilling is more smooth.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (6)
1. The utility model provides a ground is consolidated and is used stake machine equipment, includes stake machine frame (1), its characterized in that:
stake machine frame (1) right side is installed and is slided unit head (2) from top to bottom, whitewashing drilling rod (3) are installed to the bottom of unit head (2), a plurality of whitewashing mouths (301) have evenly been seted up to the bottom of whitewashing drilling rod (3) outer periphery, the bottom welding of whitewashing drilling rod (3) has drill bit (4), the outside upper end of whitewashing drilling rod (3) is provided with crane (5) that can move about from top to bottom, the inboard of crane (5) is rotated and is connected with lifting sleeve (6) that run through out crane (5) downwards, and lifting sleeve (6) cover is in the outside of whitewashing drilling rod (3).
2. The pile machine apparatus for foundation reinforcement according to claim 1, characterized in that: pneumatic cylinders (7) are installed at the left end and the right end between the lifting frame (5) and the power head (2), and the pneumatic cylinders (7) at the left end and the right end are respectively located at the left side and the right side of the guniting drill rod (3).
3. The pile machine apparatus for foundation reinforcement according to claim 1, characterized in that: the bottom of lifting sleeve (6) rotates and is connected with adapter sleeve (9), adapter sleeve (9) are located the top of whitewashing mouth (301).
4. The pile machine apparatus for foundation reinforcement according to claim 3, characterized in that: the connecting sleeve (9) is sleeved outside the guniting drill rod (3) and is not in contact with the guniting drill rod (3), and a rubber pad (10) is bonded to the bottom surface of the connecting sleeve (9).
5. The pile machine apparatus for foundation reinforcement according to claim 1, characterized in that: the outer lower end of the lifting sleeve (6) is welded with a helical blade (8), and the outer upper end of the lifting sleeve (6) is provided with a driven gear (11).
6. The pile machine apparatus for foundation reinforcement according to claim 5, characterized in that: motor (12) are installed to the right flank of crane (5), driving gear (13) are installed to the power take off end of motor (12), driving gear (13) are located the right side of driven gear (11) and mesh with driven gear (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221468715.6U CN218346159U (en) | 2022-06-13 | 2022-06-13 | Pile machine equipment for foundation reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221468715.6U CN218346159U (en) | 2022-06-13 | 2022-06-13 | Pile machine equipment for foundation reinforcement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218346159U true CN218346159U (en) | 2023-01-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221468715.6U Active CN218346159U (en) | 2022-06-13 | 2022-06-13 | Pile machine equipment for foundation reinforcement |
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| CN (1) | CN218346159U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118207862A (en) * | 2024-05-22 | 2024-06-18 | 河南阙安建设工程有限公司 | Deep soft soil foundation reinforcing device and construction process thereof |
-
2022
- 2022-06-13 CN CN202221468715.6U patent/CN218346159U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118207862A (en) * | 2024-05-22 | 2024-06-18 | 河南阙安建设工程有限公司 | Deep soft soil foundation reinforcing device and construction process thereof |
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