CN219671323U - Novel screw thread ground stake - Google Patents

Novel screw thread ground stake Download PDF

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Publication number
CN219671323U
CN219671323U CN202320549474.6U CN202320549474U CN219671323U CN 219671323 U CN219671323 U CN 219671323U CN 202320549474 U CN202320549474 U CN 202320549474U CN 219671323 U CN219671323 U CN 219671323U
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CN
China
Prior art keywords
pile body
pile
ground
spiral sheet
external thread
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Active
Application number
CN202320549474.6U
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Chinese (zh)
Inventor
陈金秀
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.)
Qianzheng Xiamen Technology Co ltd
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Qianzheng Xiamen Technology Co ltd
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Priority to CN202320549474.6U priority Critical patent/CN219671323U/en
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Publication of CN219671323U publication Critical patent/CN219671323U/en
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Abstract

The utility model discloses a novel threaded ground pile which comprises a ground pile body, wherein a spiral sheet is arranged at the bottom of the ground pile body, the ground pile body is inserted into the ground through the spiral sheet, an external thread section is arranged at the top of the ground pile body, and the top of the ground pile body is connected with power equipment. The utility model has simple structure and convenient operation, can quickly adjust the top of the ground pile to the same horizontal height, and the connecting piece can adjust the installation direction of the connecting piece through the external thread section, so that even a novice can quickly operate the connecting piece by hands, thereby greatly improving the efficiency of site construction.

Description

Novel screw thread ground stake
Technical Field
The utility model relates to the technical field of ground piles, in particular to a novel threaded ground pile.
Background
The spiral pile is one tubular pile with spiral blades and made of metal or non-metal material and consists of mainly three parts, including pipe, spiral sheet and connecting flange, and the spiral sheet and the flange are welded to the pipe. When the solar energy photovoltaic building support is used, the pile driver is screwed into the ground to replace the original concrete foundation, and the top end is connected with a load.
In practice, it is often necessary to pile several piles, which requires that the flanges be at the same level. Because the geological structure is different, when pile driver drives spiral pile into ground, hardly guarantees to keep each ring flange at same altitude level, and can't ensure that the orientation of ring flange upper hole is unanimous, can lead to the connection of pile tip to appear the angle deviation, brings the trouble for the operation, influences work efficiency.
Disclosure of Invention
The utility model aims to provide a novel threaded ground pile, which solves the problems that in the use process of the conventional flange spiral ground pile, the heights of the tops of all ground piles are not consistent after piling, and the orientations of the tops of the ground piles are consistent when the tops of the ground piles are connected with loads, and improves the site construction efficiency.
In order to achieve the above purpose, the technical scheme of the utility model is as follows: the utility model provides a novel screw thread ground stake, includes the ground stake body, the bottom of ground stake body has the flight, the ground stake body inserts ground through the flight, the top of ground stake body is equipped with the external screw thread section, the top of ground stake body is connected with power equipment.
Further, the external thread section is fixed at the top of the pile body in a welding mode.
Further, the ground pile body is provided with a reinforcing rib, and the reinforcing rib penetrates through the ground pile body and is arranged below the external thread section.
Further, the spiral sheet is arranged on the outer side wall of the bottom of the pile body in a surrounding mode.
Further, the spiral sheet and the pile body are integrally formed, or the spiral sheet is welded at the bottom of the pile body.
Further, the spiral sheet is one, two or more discontinuous spiral sheets.
Further, two or more of the spiral sheets are not on the same spiral path.
Further, the bottom end of the pile body is conical or columnar.
Further, the ground pile body is a hollow round bar.
After the scheme is adopted, the gain effect of the utility model is as follows:
compared with the conventional flange pile, the external screw section is arranged at the top of the pile body, the external screw section is in screw connection with the power equipment, the power equipment and the top of the pile body are locked into a whole, the pile body is driven to rotate by the power equipment and is directly driven into a foundation through the screw sheet, after the pile body is driven into the foundation, if the levelness of the pile body is deviated, the levelness of the pile body can be adjusted by rotating the external screw section, so that the pile can keep the same height each time.
In addition, when the top of the local pile body is required to be connected with a load, the direction of the connecting piece can be adjusted through the rotation of the external thread section, so that deviation of the mounting angle of the connecting piece caused by different directions is avoided.
Drawings
FIG. 1 is a schematic diagram of an embodiment of the present utility model;
FIG. 2 is a side view of an embodiment of the present utility model;
fig. 3 is a top view of an embodiment of the present utility model.
Marking:
1. a ground pile body; 11. a spiral sheet; 12. an external thread section; 13. reinforcing ribs.
Detailed Description
The present utility model will be described in detail with reference to fig. 1 to 3 and the specific examples.
The utility model provides a novel spiral ground pile, which is shown in fig. 1, and comprises a ground pile body 1, wherein a spiral sheet 11 is arranged at the bottom of the ground pile body 1, the ground pile body 1 is inserted into the ground through the spiral sheet 11, an external thread section 12 is arranged at the top of the ground pile body 1, and the top of the ground pile body 1 is connected with power equipment (not shown in the figure).
The external thread section 12 is fixedly connected with the top of the pile body 1 in a welding manner, specifically, the pile body 1 is a hollow round rod, the bottom end of the external thread section 12 is inserted into the top of the pile body 1 and is fixed at the top of the pile body 1 in a welding manner, in order to prevent the external thread section 12 from falling into the pile body 1 due to overweight load in the use process, a through hole is formed in the bottom of the external thread section 12, a through hole is formed in a position, corresponding to the through hole, of the pile body 1, in the embodiment, a reinforcing rib 13 is further arranged below the external thread section 12 in a penetrating manner through the through hole and the through hole, so that the bearing capacity of the external thread section 12 is increased, and the pile body is shown in fig. 3.
The pile body 1 can be placed into a hole after being punched, and can be inserted into the ground in a rotating way through the conical or columnar bottom end of the pile body 1, and in the embodiment, the pile body is preferably conical in shape in order to enable the pile body 1 to be inserted into the ground quickly; the spiral sheet 11 is one, two or more discontinuous spiral sheets 11, the two or more discontinuous spiral sheets 11 are not on the same spiral channel, and the spiral sheets 11 are circumferentially arranged on the outer side wall of the bottom 1 of the pile body, and refer to fig. 2 with emphasis.
In order to further accelerate the insertion of the pile body 1 into the ground, the spiral sheet 11 and the pile body 1 may be integrally formed, or may be fixed to the bottom of the pile body 1 by welding.
The working process of the utility model is as follows:
when the pile driving device is used, the power equipment is connected with the top of the pile body 1, a round bar with spiral sheets 11 is inserted into the ground through the rotation of the conical head, the pile driving can be realized for multiple times, if the height of each pile body 1 inserted into the ground is different, the power equipment can be connected again through the external thread section 12 at the top of the pile body 1, and the pile driving depth of the pile body 1 can be adjusted by rotating the pile body 1; so that the underground part after piling plays a role in fixing, and the overground part is used for fixing upright posts, brackets, flagpoles and the like or other structures.
Compared with the conventional flange pile, the external screw section is arranged at the top of the pile body, the external screw section is in screw connection with the power equipment, the power equipment and the top of the pile body are locked into a whole, the pile body is driven to rotate by the power equipment and is directly driven into a foundation through the screw sheet, after the pile body is driven into the foundation, if the levelness of the pile body is deviated, the levelness of the pile body can be adjusted by rotating the external screw section, so that the pile can be kept horizontal each time.
In addition, when the top of the local pile body is required to be connected and responsible, the direction of the connecting piece can be adjusted through the rotation of the external thread section, so that deviation of the installation angle of the connecting piece caused by different directions is avoided.
The above embodiments are only preferred embodiments of the present utility model, and are not limited to the present utility model, and all equivalent changes made according to the design key of the present utility model fall within the protection scope of the present utility model.

Claims (9)

1. The utility model provides a novel screw thread ground stake which characterized in that: the pile comprises a ground pile body, wherein a spiral sheet is arranged at the bottom of the ground pile body, the ground pile body is inserted into the ground through the spiral sheet, an external thread section is arranged at the top of the ground pile body, and the top of the ground pile body is connected with power equipment.
2. A novel threaded pile as defined in claim 1, wherein: the external thread section is fixed at the top of the pile body in a welding mode.
3. A novel threaded pile as defined in claim 1, wherein: the pile body is provided with a reinforcing rib, and the reinforcing rib penetrates through the pile body and is arranged below the external thread section.
4. A novel threaded pile as defined in claim 1, wherein: the spiral sheet is arranged on the outer side wall of the bottom of the pile body in a surrounding mode.
5. A novel threaded pile as defined in claim 1, wherein: the spiral sheet and the pile body are integrally formed, or the spiral sheet is welded at the bottom of the pile body.
6. A novel threaded pile as defined in claim 1, wherein: the spiral sheet is one, two or more discontinuous spiral sheets.
7. A novel threaded pile as defined in claim 6, wherein: the two or more discrete flights are not on the same lane.
8. A novel threaded pile as defined in claim 1, wherein: the bottom end of the pile body is conical or columnar.
9. A novel threaded pile as defined in claim 1, wherein: the pile body is a hollow round bar.
CN202320549474.6U 2023-03-20 2023-03-20 Novel screw thread ground stake Active CN219671323U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320549474.6U CN219671323U (en) 2023-03-20 2023-03-20 Novel screw thread ground stake

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320549474.6U CN219671323U (en) 2023-03-20 2023-03-20 Novel screw thread ground stake

Publications (1)

Publication Number Publication Date
CN219671323U true CN219671323U (en) 2023-09-12

Family

ID=87922402

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320549474.6U Active CN219671323U (en) 2023-03-20 2023-03-20 Novel screw thread ground stake

Country Status (1)

Country Link
CN (1) CN219671323U (en)

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