CN211818650U - Novel ground pile structure - Google Patents
Novel ground pile structure Download PDFInfo
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- CN211818650U CN211818650U CN201922472278.XU CN201922472278U CN211818650U CN 211818650 U CN211818650 U CN 211818650U CN 201922472278 U CN201922472278 U CN 201922472278U CN 211818650 U CN211818650 U CN 211818650U
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- steel pipe
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- concrete
- pile structure
- ground pile
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Abstract
The embodiment of the utility model discloses novel ground pile structure for solve current rail when receiving the strong wind and blowing, because the rail stake is unstable, cause the technical problem that the rail pole collapsed easily. The embodiment of the utility model comprises a concrete ground and a steel pipe with an opening on the top; the concrete floor is provided with a cylindrical hole for installing the steel pipe, the steel pipe is inserted into the cylindrical hole, the top of the steel pipe is exposed out of the concrete floor, and one side of the opening is hinged with a cover plate. In this embodiment, insert the rail of rail in the steel pipe, then arrange the rail net on the rail, because the steel pipe directly buries in the below ground, consequently, when strong wind blows, the rail also can not collapse easily, has more the practicality of strengthening.
Description
Technical Field
The utility model relates to a power grid rail arranges technical field, especially relates to a novel ground stake structure.
Background
When the transformer substation is used for carrying out power failure maintenance work, safety measures need to be arranged in a working area, and the specific measures are as follows: firstly, iron fence piles are secured around a working place; fixing the fence rod and the fence pile; and thirdly, hanging the fence net on the fence rod and fastening.
The fastness of overhauing the rail mainly leans on iron rail stake self gravity to provide, because iron rail stake self gravity is less, when arranging the rail in the open air, the moment that external strong wind acted on the rail pole is great, leads to the rail stake to shift easily, causes the rail pole to topple over the technical problem who collapses, is unfavorable for developing of maintenance work.
Therefore, in order to solve the above technical problems, the search for a novel ground pile structure is an important issue studied by those skilled in the art.
SUMMERY OF THE UTILITY MODEL
The embodiment of the utility model discloses novel ground pile structure for solve current rail when receiving the strong wind and blowing, because the rail stake is unstable, cause the technical problem that the rail pole collapsed easily.
The embodiment of the utility model provides a novel ground pile structure, which comprises a concrete ground and a steel pipe with an opening at the top;
the concrete floor is provided with a cylindrical hole for installing the steel pipe, the steel pipe is inserted into the cylindrical hole, the top of the steel pipe is exposed out of the concrete floor, and one side of the opening is hinged with a cover plate.
Optionally, the concrete floor sequentially comprises a pervious concrete layer, a pervious concrete cushion layer and a gravel asphalt layer from top to bottom;
the cylindrical hole penetrates through the permeable concrete layer and the permeable concrete cushion layer in sequence, and the bottom of the cylindrical hole is located on the gravel asphalt layer.
Optionally, the pervious concrete has a thickness of 130 mm.
Optionally, the pervious concrete pad has a thickness of 100 mm.
Optionally, the macadam asphalt layer has a thickness of 100 mm.
Optionally, the steel tube is a stainless steel tube.
Optionally, the cylindrical holes include a plurality of cylindrical holes, and the plurality of cylindrical holes are arranged at a preset distance from each other.
According to the technical solution provided by the utility model, the embodiment of the utility model has the following advantage:
the embodiment of the utility model provides a novel ground pile structure, which comprises a concrete ground and a steel pipe with an opening at the top; the concrete floor is provided with a cylindrical hole for installing the steel pipe, the steel pipe is inserted into the cylindrical hole, the top of the steel pipe is exposed out of the concrete floor, and one side of the opening is hinged with a cover plate. In this embodiment, insert the rail of rail in the steel pipe, then arrange the rail net on the rail, because the steel pipe directly buries in the below ground, consequently, when strong wind blows, the rail also can not collapse easily, has more the practicality of strengthening.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without inventive exercise.
Fig. 1 is a schematic view of a novel ground pile structure provided in an embodiment of the present invention;
fig. 2 is a schematic structural view of a steel pipe in a novel ground pile provided in an embodiment of the present invention;
illustration of the drawings: a cylindrical bore 1; a steel pipe 2; a pervious concrete layer 3, a pervious concrete cushion layer 4 and a gravel asphalt layer 5; and a cover plate 6.
Detailed Description
The embodiment of the utility model discloses novel ground pile structure for solve current rail when receiving the strong wind and blowing, because the rail stake is unstable, cause the technical problem that the rail pole collapsed easily.
In order that those skilled in the art will better understand the disclosure, the invention will be described in further detail with reference to the accompanying drawings and specific embodiments. It is to be understood that the described embodiments are merely exemplary of the invention, and not restrictive of the full scope of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 to 2, a novel ground pile structure provided in an embodiment of the present invention includes:
the concrete ground and the top are provided with steel pipes 2 with openings;
concrete is subaerial to be offered and is used for installing steel pipe 2's cylindricality hole 1, steel pipe 2 insert in cylindricality hole 1 to the top of steel pipe 2 exposes in concrete ground, open-ended one side articulates there is apron 6.
When the enclosure is not required, the opening of the steel pipe 2 may be closed by the cover plate 6 so as to prevent external moisture from entering the steel pipe 2.
In this embodiment, insert the rail of rail in steel pipe 2, then arrange the rail net on the rail, because steel pipe 2 directly buries in the below ground, consequently, when strong wind blows, the rail also can not collapse easily, has more the practicality of strengthening.
Further, the concrete floor sequentially comprises a pervious concrete layer 3, a pervious concrete cushion layer 4 and a gravel asphalt layer 5 from top to bottom;
the cylindrical hole 1 penetrates through the permeable concrete layer 3 and the permeable concrete cushion layer 4 in sequence, and the bottom of the cylindrical hole 1 is located on a gravel asphalt layer 5.
It should be noted that, through the above design, the water permeability of the concrete ground can be enhanced, and the condition of water accumulation is avoided.
Further, the thickness of the pervious concrete is 130 mm.
Further, the thickness of the pervious concrete cushion 4 is 100 mm.
Further, the thickness of the gravel asphalt layer 5 is 100 mm.
Further, the steel pipe 2 is a stainless steel pipe.
Further, the cylindrical holes 1 include a plurality of cylindrical holes, and the plurality of cylindrical holes 1 are arranged at a preset distance from each other.
The working principle of the novel ground pile in the embodiment is as follows:
the staff is at first opened the apron 6 of steel pipe 2, then insert the rail in steel pipe 2, insert many rails respectively in the steel pipe 2 of different positions according to the same step, then hang the rail net and establish between two liang of rails, can accomplish arranging of rail, through bury steel pipe 2 underground in concrete ground below, can improve the drawback that the strong wind will blow down the rail effectively, the while design is pleasing to the eye, do not influence personnel's walking, has stronger practicality.
It is right above the utility model provides a novel ground stake structure introduces in detail, to the general technical personnel in this field, the foundation the utility model discloses the thought of embodiment all has the change part on concrete implementation and application scope, to sum up, this description content should not be understood as right the utility model discloses a restriction.
Claims (7)
1. A novel ground pile structure is characterized by comprising a concrete ground and a steel pipe with an opening at the top;
the concrete floor is provided with a cylindrical hole for installing the steel pipe, the steel pipe is inserted into the cylindrical hole, the top of the steel pipe is exposed out of the concrete floor, and one side of the opening is hinged with a cover plate.
2. The novel ground pile structure of claim 1, wherein the concrete ground comprises a pervious concrete layer, a pervious concrete cushion layer and a gravel asphalt layer in sequence from top to bottom;
the cylindrical hole penetrates through the permeable concrete layer and the permeable concrete cushion layer in sequence, and the bottom of the cylindrical hole is located on the gravel asphalt layer.
3. A novel ground pile structure according to claim 2, characterized in that the pervious concrete has a thickness of 130 mm.
4. A novel ground pile structure as claimed in claim 2, characterised in that the pervious concrete pad has a thickness of 100 mm.
5. A novel ground pile structure as claimed in claim 2, characterised in that the crushed stone asphalt layer has a thickness of 100 mm.
6. The novel ground pile structure of claim 1, wherein said steel tube is a stainless steel tube.
7. The novel ground pile structure as claimed in claim 1, wherein the cylindrical hole comprises a plurality of cylindrical holes arranged at a predetermined distance from each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922472278.XU CN211818650U (en) | 2019-12-31 | 2019-12-31 | Novel ground pile structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922472278.XU CN211818650U (en) | 2019-12-31 | 2019-12-31 | Novel ground pile structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211818650U true CN211818650U (en) | 2020-10-30 |
Family
ID=73040879
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922472278.XU Active CN211818650U (en) | 2019-12-31 | 2019-12-31 | Novel ground pile structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211818650U (en) |
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2019
- 2019-12-31 CN CN201922472278.XU patent/CN211818650U/en active Active
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