CN219731868U - Novel shore protection pile - Google Patents
Novel shore protection pile Download PDFInfo
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- CN219731868U CN219731868U CN202320363525.6U CN202320363525U CN219731868U CN 219731868 U CN219731868 U CN 219731868U CN 202320363525 U CN202320363525 U CN 202320363525U CN 219731868 U CN219731868 U CN 219731868U
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- connecting portion
- novel
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- connecting part
- concave
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- 230000000903 blocking effect Effects 0.000 claims description 23
- 238000010276 construction Methods 0.000 claims description 5
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 239000004568 cement Substances 0.000 description 6
- 239000002002 slurry Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model provides a novel shore protection pile, and belongs to the technical field of machinery. It has solved the problem that prior art exists stability poor. The novel shore protection pile is characterized by comprising a long columnar body, wherein the section of the body is rectangular, a filling hole penetrating through the body is formed in the length direction of the body, one side of the body is provided with a first convex connecting part, the other side of the body is provided with a second concave connecting part, the first connecting part of one body in two adjacent bodies can be embedded in the second connecting part of the other body, and the connecting part of the two adjacent bodies is provided with a vertical through hole parallel to the length direction of the body. This novel shore protection stake stability is high.
Description
Technical Field
The utility model belongs to the technical field of prefabricated parts, and relates to a novel shoreside protecting pile.
Background
The bank protection engineering refers to engineering measures adopted for protecting the river, lake and sea banks from being attacked and flushed by water flow, wind waves and sea tides.
The existing construction site of the revetment engineering is generally provided with cast-in-place concrete protective piles, and the construction is complex and the construction period is long.
The adoption of the steel plate guard piles can solve the problems, but the cost is too high.
Disclosure of Invention
The utility model aims to solve the problems in the prior art and provide a novel shore protection pile with compact structure and high stability.
The aim of the utility model can be achieved by the following technical scheme:
the utility model provides a novel protect bank stake, is including being long column form's body, its characterized in that, the body cross-section is rectangle, have the filling hole that runs through along its length direction on the body, one side of body has convex connecting portion one, the opposite side of body has concave connecting portion two, and connecting portion one of them body can inlay in connecting portion two of another one body in two adjacent bodies, and its junction of two adjacent bodies has the vertical through-hole parallel with body length direction.
The novel shore protection pile creatively sets up vertical through holes at the junction of two adjacent bodies.
After a plurality of novel shore protection piles are sequentially arranged and connected, a plurality of uniformly distributed vertical through holes are formed, and after cement slurry is poured into the vertical through holes, two adjacent novel shore protection piles are stably connected together.
That is, the first connecting part and the second connecting part play a role in splicing and pre-positioning, and finally, two adjacent novel revetment piles are stably and fixedly connected by means of cement slurry poured at the vertical through holes.
In the novel shore protection pile, the first connecting part is a convex edge protruding out of one side of the body, the second connecting part is a concave opening recessed into the other side of the body, and the convex edge is matched with the concave opening.
The structure can enable the adjacent two bodies to be stably spliced together.
In the novel shore protection pile, the two sides of the protruding edge are provided with inclined planes, and the two inclined planes are symmetrically arranged at the two sides of the protruding edge.
This structure enables the first connecting portion to be smoothly fitted into the second connecting portion.
In the novel shore protection pile, the convex edge is provided with the concave groove I, the bottom of the concave groove is provided with the concave groove II matched with the concave groove I, and the concave groove I and the concave groove II form the vertical through hole between the connecting part I and the connecting part II after the two adjacent bodies are connected.
After the adjacent two bodies are connected, the first groove and the second groove are combined, and a vertical through hole which can be stably formed at the connecting position of the bodies at the moment
In the novel shore protection pile, the first groove and the second groove are semicircular, and the diameter size of the first groove is 1/7-1/10 of the thickness size of the body.
In the scheme, the vertical through holes are smaller in size, and the two adjacent bodies can be stably connected on the premise of consuming smaller cement paste.
It can be seen that this solution is suitable for occasions with a relatively small stressed load.
In the novel shore protection pile, the first groove and the second groove are rectangular, and the width dimension of the first groove is 1/3-1/2 of the thickness dimension of the body.
In this scheme, vertical through-hole size is bigger, and the grout of filling can be more, therefore, it can be applicable to the occasion that atress load is bigger.
In the novel shore protection pile, the first connecting part comprises a connecting section and a blocking edge, the connecting section is in a straight section shape, the inner end of the connecting section is fixedly connected with the body, the blocking edge is positioned at the outer end of the connecting section and protrudes out of the side part of the connecting section, the two ports of the connecting part are provided with protruding shoulders, the connecting section and the blocking edge are embedded in the second connecting part after the two adjacent bodies are connected and are abutted to the shoulders, and the cavity between the outer end of the connecting section and the second connecting part forms the vertical through hole.
After the blocking edge is abutted against the shoulder, the connecting section and the blocking edge are both positioned in the second connecting part, so that the first connecting part and the second connecting part can be buckled and pre-positioned to be connected through the structure.
In the novel shore protection pile, the number of the blocking edges is two, the two blocking edges are symmetrically arranged at the outer end of the connecting section, and the two ports of the connecting part are provided with convex shoulders in one-to-one correspondence with the blocking edges.
The baffle edges and the convex shoulders corresponding to the baffle edges one by one are symmetrically arranged, so that the self-preset position stability of the two adjacent bodies can be further improved.
In the novel shoreside pile, the connecting section, the blocking edge, the convex shoulder and the body are of an integrated structure.
Therefore, the structural compactness of the novel shoreside pile can be effectively improved.
Compared with the prior art, the novel shore protection pile can form a vertical through hole parallel to the body at the joint of the two adjacent bodies after being connected, and can enable the two adjacent bodies to be stably connected together after cement paste is poured into the vertical through hole, so that the connection stability of the shore protection pile is higher.
Meanwhile, the body is of an integrated structure, the structure is compact, and the practical value is high.
Drawings
Fig. 1 is a schematic structural diagram of a novel shoreside pile according to the first embodiment.
Fig. 2 is a schematic structural view of another structure of the novel shoreline according to the first embodiment.
Fig. 3 is a schematic structural diagram of the second embodiment.
In the figure, 1, a body; 1a, a first connecting part; 1a1, convex edges; 1b, a second connecting part; 2. filling the hole; 3. a vertical through hole; 4. a groove I; 5. a second groove; 6. a connection section; 6a, a blocking edge; 7. shoulder.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the present utility model without making any inventive effort, are intended to fall within the scope of the present utility model.
It is noted that when an element is referred to as being "mounted on" another element, it can be directly mounted on the other element or intervening elements may also be present. When an element is referred to as being "disposed on" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "secured to" another element, it can be directly secured to the other element or intervening elements may also be present.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this utility model belongs. The terminology used herein in the description of the utility model is for the purpose of describing particular embodiments only and is not intended to be limiting of the utility model. The term "or/and" as used herein includes any and all combinations of one or more of the associated listed items.
Example 1
As shown in fig. 1 and 2, the novel revetment stake is including being long column-shaped's body 1, body 1 cross-section is the rectangle, have the filling hole 2 that runs through along its length direction on the body 1, one side of body 1 has convex connecting portion 1a, the opposite side of body 1 has concave connecting portion 1b, and connecting portion 1a of one of them body 1 in two adjacent bodies 1 can inlay in connecting portion 1b of another one body 1, and two adjacent bodies 1 junction have with body 1 length direction parallel vertical through-hole 3.
The first connecting part 1a is a convex edge 1a1 protruding from one side of the body, the second connecting part 1b is a concave opening recessed from the other side of the body 1, and the convex edge 1a1 is matched with the concave opening.
The two sides of the convex edge 1a1 are provided with inclined planes, and the two inclined planes are symmetrically arranged at the two sides of the convex edge 1a 1.
The convex edge 1a1 is provided with a concave groove I4, the bottom of the concave groove is provided with a concave groove II 5 matched with the concave groove I4, and the concave groove I4 and the concave groove II 5 form the vertical through hole 3 between the connecting part 1a and the connecting part 1b after the two adjacent bodies 1 are connected.
The first groove 4 and the second groove 5 are semicircular, and the diameter size of the first groove 4 is 1/7-1/10 of the thickness size of the body 1.
The first groove 4 and the second groove 5 are rectangular, and the width dimension of the first groove 4 is 1/3-1/2 of the thickness dimension of the body 1.
The novel shore protection pile creatively sets up vertical through holes at the junction of two adjacent bodies.
After a plurality of novel shore protection piles are sequentially arranged and connected, a plurality of uniformly distributed vertical through holes are formed, and after cement slurry is poured into the vertical through holes, two adjacent novel shore protection piles are stably connected together.
That is, the first connecting part and the second connecting part play a role in splicing and pre-positioning, and finally, two adjacent novel revetment piles are stably and fixedly connected by means of cement slurry poured at the vertical through holes.
In this embodiment, the protective piles together with the filling body play a role in water prevention.
Example two
The structure and principle of this embodiment are basically the same as those of the first embodiment, except that:
the first connecting part 1a comprises a connecting section 6 and a blocking edge 6a, the connecting section 6 is in a straight section shape, the inner end of the connecting section 6 is fixedly connected with the body 1, the blocking edge 6a is positioned at the outer end of the connecting section 6 and protrudes out of the side part of the connecting section 6, a protruding shoulder 7 is arranged at the port of the second connecting part 1b, the connecting section 6 and the blocking edge 6a are embedded in the second connecting part 1b after the two adjacent bodies 1 are connected and are abutted against the shoulder 7, and the cavity between the outer end of the connecting section 6 and the second connecting part 1b forms the vertical through hole 3, as shown in fig. 3.
The number of the blocking edges 6a is two, the two blocking edges 6a are symmetrically arranged at the outer end of the connecting section 6, and the ports of the two connecting parts 1b are provided with convex shoulders 7 which are in one-to-one correspondence with the blocking edges 6 a.
The connecting section 6, the blocking edge 6a, the convex shoulder 7 and the body 1 are of an integrated structure.
The technical features of the above-described embodiments may be combined in any manner, and for brevity, all of the possible combinations of the technical features of the above-described embodiments are not described, however, all of the combinations of the technical features should be considered as being within the scope of the present disclosure as long as there is no contradiction between the combinations of the technical features.
It will be appreciated by persons skilled in the art that the above embodiments have been provided for the purpose of illustrating the utility model and are not to be construed as limiting the utility model, and that suitable modifications and variations of the above embodiments are within the scope of the utility model as claimed.
Claims (9)
1. The utility model provides a novel protect bank stake, is including being long column form's body, its characterized in that, the body cross-section is rectangle, have the filling hole that runs through along its length direction on the body, one side of body has convex connecting portion one, the opposite side of body has concave connecting portion two, and connecting portion one of them body can inlay in connecting portion two of another one body in two adjacent bodies, and its junction of two adjacent bodies has the vertical through-hole parallel with body length direction.
2. The novel shoreline of claim 1, wherein the first connection portion is a convex edge protruding from one side of the body, and the second connection portion is a concave recess recessed from the other side of the body, the convex edge matching the concave recess.
3. The novel shoreside pile of claim 2, wherein the two sides of the flange are provided with inclined planes, and the two inclined planes are symmetrically arranged at the two sides of the flange.
4. The novel shoreside pile according to claim 3, wherein the convex edge is provided with a concave groove I, the bottom of the concave groove is provided with a concave groove II matched with the concave groove I, and the concave groove I and the concave groove II form the vertical through hole between the connecting part I and the connecting part II after the adjacent two bodies are connected.
5. The novel shoreline of claim 4, wherein the first groove and the second groove are semicircular, and the diameter of the first groove is 1/7-1/10 of the thickness of the body.
6. The novel shoreline of claim 4, wherein the first and second grooves are rectangular, and the first groove has a width dimension of 1/3-1/2 of the thickness dimension of the body.
7. The post-construction pile according to claim 5, wherein the first connecting portion comprises a straight connecting portion and a blocking edge, the inner end of the straight connecting portion is fixedly connected with the main body, the blocking edge is located at the outer end of the connecting portion and protrudes out of the side portion of the connecting portion, the two ports of the connecting portion are provided with protruding shoulders, the connecting portion and the blocking edge are embedded in the second connecting portion after the two adjacent main bodies are connected and abut against the protruding shoulders, and the cavity between the outer end of the connecting portion and the second connecting portion forms the vertical through hole.
8. The novel shoal pile according to claim 7, wherein the number of the blocking edges is two, the two blocking edges are symmetrically arranged at the outer end of the connecting section, and the two ports of the connecting part are provided with convex shoulders in one-to-one correspondence with the blocking edges.
9. The novel shoal pile of claim 8, wherein the connecting section, the flange, the shoulder and the body are of unitary construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320363525.6U CN219731868U (en) | 2023-02-24 | 2023-02-24 | Novel shore protection pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320363525.6U CN219731868U (en) | 2023-02-24 | 2023-02-24 | Novel shore protection pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219731868U true CN219731868U (en) | 2023-09-22 |
Family
ID=88052912
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320363525.6U Active CN219731868U (en) | 2023-02-24 | 2023-02-24 | Novel shore protection pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219731868U (en) |
-
2023
- 2023-02-24 CN CN202320363525.6U patent/CN219731868U/en active Active
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 314400 No. 188, Jiuli Road, Wanghai street, Haiyan County, Jiaxing City, Zhejiang Province Patentee after: Jinxiao New Materials Technology (Zhejiang) Co.,Ltd. Country or region after: China Address before: 314400 No. 188, Jiuli Road, Wanghai street, Haiyan County, Jiaxing City, Zhejiang Province Patentee before: JINXIAO CONSTRUCTION TECHNOLOGY Co.,Ltd. Country or region before: China |