CN220503876U - Abnormal shape concrete sheet pile - Google Patents
Abnormal shape concrete sheet pile Download PDFInfo
- Publication number
- CN220503876U CN220503876U CN202322056439.3U CN202322056439U CN220503876U CN 220503876 U CN220503876 U CN 220503876U CN 202322056439 U CN202322056439 U CN 202322056439U CN 220503876 U CN220503876 U CN 220503876U
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- conical part
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- 230000002159 abnormal effect Effects 0.000 title description 2
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 14
- 230000002035 prolonged effect Effects 0.000 abstract description 4
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a special-shaped concrete slab pile which comprises a concrete slab body, wherein one end of the concrete slab body is provided with a conical part, and the conical part comprises a first inclined plane close to one side of the concrete slab body and a second inclined plane protruding out of the narrow side surface of the concrete slab body. The utility model is provided with the conical part, the conical part comprises a first inclined plane close to one side of the concrete plate body and a second inclined plane protruding out of the narrow side surface of the concrete plate body, when water flows, the water flow at the junction of the plate a and the plate b can be separated by the conical part, and then the water flow can be blocked by the middle part of the concrete plate body, so that the part with the greatest stress is converted into the middle part of the concrete plate body, the force born by the junction of the plate a and the plate b is reduced, and the service life of the device is prolonged; the utility model is provided with the limit bulge and the limit groove, the limit bulge of the plate a can be inserted into the limit groove of the plate b to realize the connection of the limit bulge and the limit groove, and the first steel bar and the second steel bar form a tower-shaped structure, so that the stability of the tower-shaped structure is enhanced.
Description
Technical Field
The utility model relates to the technical field of sheet piles, in particular to a special-shaped sheet pile.
Background
Sheet piles are slab piles which are ejected into a foundation to resist horizontal pressure, are commonly used for enclosing in hydraulic engineering to reduce water flow pressure, and are wood sheet piles, steel sheet piles and concrete sheet piles.
When the concrete sheet pile is used, the water surface can impact the concrete, the weakest part of the concrete sheet pile is the junction of the two concrete sheet piles, and the position is easy to damage, so that the service life of the concrete sheet pile is reduced.
Disclosure of Invention
The utility model aims to provide a special-shaped concrete sheet pile, which solves the problem that the weakest part of the concrete sheet pile in the prior art is the junction of two concrete sheet piles, and the position is easy to damage, so that the service life of the concrete sheet pile is reduced.
In order to achieve the above purpose, the present utility model provides the following technical solutions: a special-shaped concrete slab pile comprises a concrete slab body, wherein one end of the concrete slab body is provided with a conical part, and the conical part comprises a first inclined plane close to one side of the concrete slab body and a second inclined plane protruding out of the narrow side surface of the concrete slab body.
Preferably, a limit protrusion is arranged on one side of the concrete slab body away from the conical portion, and a limit groove is arranged in the middle of the inner surface of the conical portion and corresponds to the limit protrusion.
Preferably, the limit protrusion, the concrete slab body, the conical part and the limit groove are integrally formed.
Preferably, at least two groups of reinforcing steel bars are arranged in the concrete slab body.
Preferably, each group of reinforcing steel bars comprises a first steel bar and a first steel bar, and the first steel bar and the second steel bar form a tower-shaped structure.
Compared with the prior art, the utility model has the beneficial effects that:
1. the utility model is provided with the conical part, the conical part comprises the first inclined surface close to one side of the concrete plate body and the second inclined surface protruding out of the narrow side surface of the concrete plate body, when water comes, the water flow at the junction of the plate a and the plate b can be separated by the conical part, and then the water flow can be blocked by the middle part of the concrete plate body, so that the part with the greatest stress is converted into the middle part of the concrete plate body, the force born by the junction of the plate a and the plate b is reduced, and the service life of the device is prolonged;
2. the utility model is provided with the limit bulge and the limit groove, and the limit bulge of the plate a can be inserted into the limit groove of the plate b to realize the connection of the limit bulge and the limit groove;
3. according to the utility model, the first steel bar and the second steel bar form a tower-shaped structure, so that the shape of the reinforcing steel bar is a structure with a large bottom and a small top, and the stability of the reinforcing steel bar is enhanced.
Drawings
The accompanying drawings are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate the utility model and together with the embodiments of the utility model, serve to explain the utility model. In the drawings:
FIG. 1 is a schematic diagram of a combined structure of the present utility model;
FIG. 2 is a top plan view of the combination of the present utility model;
fig. 3 is a cross-sectional view of the present utility model.
In the figure: 101. a limit protrusion; 102. a concrete slab body; 103. a tapered portion; 1031. a first inclined surface; 1032. a second inclined surface; 104. a limit groove; 200. reinforcing steel bars; 201. a first reinforcing bar; 202. and a second reinforcing bar.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1 and 2, in the embodiment of the present utility model, a special-shaped concrete pile includes a concrete plate 102, one end of the concrete plate 102 is provided with a tapered portion 103, the tapered portion 103 includes a first inclined plane 1031 near one side of the concrete plate 102 and a second inclined plane 1032 protruding from a narrow side of the concrete plate 102, when two devices are combined, for example, when a plate a and a plate b are combined, the second inclined plane 1032 of the plate a can be attached to the plate b, when water comes, the water flow at the junction of the plate a and the plate b can be split by the tapered portion 103, and then the water flow can be blocked by the middle of the concrete plate 102, so that the location with the greatest stress is converted into the middle of the concrete plate 102, the force applied at the junction of the plate a and the plate b is reduced, and the service life of the device is prolonged;
as shown in fig. 2, preferably, a limit protrusion 101 is disposed on one side of the concrete slab 102 away from the conical portion 103, a limit groove 10 is disposed in a position corresponding to the limit protrusion 101 in the middle of the inner surface of the conical portion 103, and then the limit protrusion 101 of the slab a can be inserted into the limit groove 10 of the slab b to realize connection between the two, and the limit protrusion 101 and the limit groove 10 are preferably three-quarter cylinders, which are convenient for butt joint and can also play a limit role;
further, the limiting protrusion 101, the concrete slab 102, the conical part 103 and the limiting groove 104 are integrally formed, so that the device is convenient to form, and the strength of the device can be enhanced;
as shown in fig. 3, at least two sets of reinforcing steel bars 200 are disposed inside the concrete plate 102 to enhance the strength of the concrete plate 102, preferably, each set of reinforcing steel bars 200 includes a first steel bar 201 and a first steel bar 201, and the first steel bar 201 and the second steel bar 202 form a tower-shaped structure, so that the reinforcing steel bars 200 have a structure with a large bottom and a small top, and the stability of the reinforcing steel bars is enhanced.
The working principle and the using flow of the utility model are as follows: when the device is used, when the plate a and the plate b are combined, the second inclined surface 1032 of the plate a can be attached to the plate b, when water flows, the water flow at the junction of the plate a and the plate b can be split by the conical part 103, and then the water flow can be blocked by the middle part of the concrete plate body 102, so that the part with the largest stress is converted into the middle part of the concrete plate body 102, the force born by the junction of the plate a and the plate b is reduced, the service life of the device is prolonged, the limit protrusion 101 of the plate a can be inserted into the limit groove 10 of the plate b, the connection of the plate a and the plate b is realized, the first steel bar 201 and the second steel bar 202 form a tower-shaped structure, and the shape of the reinforcing steel bar 200 is a structure with the big bottom and the small top, and the stability of the reinforcing steel bar is enhanced.
Finally, it should be noted that: the foregoing description is only a preferred embodiment of the present utility model, and the present utility model is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present utility model has been described in detail with reference to the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (5)
1. A profiled concrete sheet pile comprising a concrete sheet body (102), characterized in that: one end of the concrete plate body (102) is provided with a conical part (103), and the conical part (103) comprises a first inclined surface (1031) close to one side of the concrete plate body (102) and a second inclined surface (1032) protruding out of the narrow side surface of the concrete plate body (102).
2. A profiled sheet pile according to claim 1, characterised in that: one side of the concrete plate body (102) far away from the conical part (103) is provided with a limiting protrusion (101), and the middle part of the inner surface of the conical part (103) is provided with a limiting groove (104) at the position corresponding to the limiting protrusion (101).
3. A profiled sheet pile according to claim 2, characterised in that: the limiting protrusion (101), the concrete plate body (102), the conical part (103) and the limiting groove (104) are integrally formed.
4. A profiled sheet pile according to claim 1, characterised in that: at least two groups of reinforcing steel bars (200) are arranged in the concrete plate body (102).
5. A profiled sheet pile according to claim 4, characterised in that: each group of reinforcing steel bars (200) comprises a first steel bar (201) and a first steel bar (201), and the first steel bar (201) and the second steel bar (202) form a tower-shaped structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322056439.3U CN220503876U (en) | 2023-08-02 | 2023-08-02 | Abnormal shape concrete sheet pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322056439.3U CN220503876U (en) | 2023-08-02 | 2023-08-02 | Abnormal shape concrete sheet pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220503876U true CN220503876U (en) | 2024-02-20 |
Family
ID=89876561
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322056439.3U Active CN220503876U (en) | 2023-08-02 | 2023-08-02 | Abnormal shape concrete sheet pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220503876U (en) |
-
2023
- 2023-08-02 CN CN202322056439.3U patent/CN220503876U/en active Active
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