Prefabricated concrete hollow sheet pile

Abstract

The utility model relates to a prefabricated concrete hollow sheet pile which comprises pile columns, hollow holes are formed in the pile columns, joggling grooves are formed in the left side faces of the pile columns in a front-and-back symmetry mode, joggling protrusions are arranged on the right side faces of the pile columns in a front-and-back symmetry mode, and the joggling protrusions of every two adjacent pile columns are inserted into the corresponding joggling grooves. A first grouting groove is formed in the middle of the left side face of the pile, a second grouting groove is formed in the middle of the right side face of the pile, a plurality of connecting ribs are sequentially arranged in the second grouting groove from top to bottom, one end of each connecting rib is connected into the pile, and the other end of each connecting rib penetrates out of the second grouting groove. The first grouting grooves and the second grouting grooves of every two adjacent piles are in butt joint to form a grouting channel, and anti-impact arc faces are arranged on the front faces of the piles. According to the pile column, first-layer connection can be formed through the joggling grooves and the joggling protrusions, second-layer connection can be formed after grouting is conducted through the first grouting grooves, the second grouting grooves and the connecting ribs, stability is improved, impact force of stormy waves can be decomposed through the arc-shaped face structure, and the pile column is protected.

Description

Technical Field

[0001] The utility model relates to the technical field of protective piles, in particular to a prefabricated concrete hollow sheet pile. Background Art

[0002] In recent years, my country's water conservancy projects have flourished alongside the rapid advancement of urbanization, leading to a growing emphasis on river regulation. To ensure the overall quality and effectiveness of river regulation projects, engineering materials are becoming increasingly diversified. In riverside slope reinforcement, concrete pile-sheet revetment technology offers the advantages of high stability, ease of construction, low cost, and aesthetically pleasing and practical design.

[0003] However, the connection stability of the existing sheet piles needs to be strengthened, and they are directly impacted by wind and waves, and their condition has deteriorated. Utility Model Content

[0004] The utility model aims to solve the deficiencies of the prior art and provides a prefabricated concrete hollow sheet pile.

[0005] In order to achieve the above-mentioned purpose, the present invention adopts the following technical solutions:

[0006] A prefabricated concrete hollow sheet pile comprises a pile column, a hollow hole is provided inside the pile column, mortise grooves are symmetrically provided front and back on the left side of the pile column, and mortise protrusions are symmetrically provided front and back on the right side, the mortise protrusions of two adjacent pile columns are inserted into the corresponding mortise grooves, a first grouting groove is provided in the middle position of the left side of the pile column, and a second grouting groove is provided in the middle position of the right side, a plurality of connecting ribs are provided in the second grouting groove from top to bottom, one end of the connecting rib is connected to the pile column and the other end passes through the second grouting groove, the first grouting groove and the second grouting groove of two adjacent pile columns are connected to form a grouting channel, and an impact-proof arc surface is provided on the front side of the pile column.

[0007] The bottom of the pile is provided with a tapered pile tip.

[0008] A number of reinforcing vertical bars are provided on the four side walls of the hollow hole.

[0009] The four corners of the hollow hole are arc-shaped chamfered structures.

[0010] The mortise and tenon protrusion is a convex-shaped structure.

[0011] The first grouting groove and the second grouting groove are semicircular structures.

[0012] The connecting ribs are U-shaped structures.

[0013] The beneficial effects of the present invention are as follows: the pile column of the present invention can not only form a first layer connection through the mortise groove and the mortise protrusion, but also form a second layer connection after grouting the first grouting groove, the second grouting groove and the connecting rib, thereby improving stability. At the same time, the arc surface structure can decompose the impact force of wind and waves to protect the pile column. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 It is a top view of the utility model;

[0015] Figure 2 This is the main view of the utility model;

[0016] Figure 3 This is a schematic diagram of two piles connected;

[0017] In the figure: 1-pile column; 2-hollow hole; 3-mortise groove; 4-mortise protrusion; 5-first grouting groove; 6-second grouting groove; 7-connecting rib; 8-impact arc surface; 9-tapered pile tip; 10-reinforcement bar;

[0018] The following is a detailed description of the embodiments of the present invention with reference to the accompanying drawings. DETAILED DESCRIPTION

[0019] The principles and features of the present invention are described below with reference to the accompanying drawings. The examples provided are intended only to illustrate the present invention and are not intended to limit the scope of the present invention. The following paragraphs describe the present invention in more detail by way of example with reference to the accompanying drawings. The advantages and features of the present invention will become more apparent from the following description. It should be noted that the drawings are all in a very simplified form and are not to exact proportions, and are only used to facilitate and clearly illustrate the embodiments of the present invention.

[0020] It should be noted that when a component is referred to as being "fixed to" another component, it may be directly on the other component or there may also be a central component. When a component is considered to be "connected to" another component, it may be directly connected to the other component or there may also be a central component. When a component is considered to be "set on" another component, it may be directly set on the other component or there may also be a central component. The terms "vertical", "horizontal", "left", "right" and similar expressions used herein are for illustrative purposes only.

[0021] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by those skilled in the art to which this invention pertains. The terms used herein in the specification of this invention are intended only to describe specific embodiments and are not intended to limit the invention. The term "and / or" as used herein includes any and all combinations of one or more of the associated listed items.

[0022] The present invention will be further described below with reference to the accompanying drawings and embodiments:

[0023] like Figures 1 to 3 As shown, a prefabricated concrete hollow sheet pile includes a pile column 1, a hollow hole 2, a mortise groove 3, a mortise protrusion 4, a first grouting groove 5, a second grouting groove 6, a connecting rib 7, an impact-proof arc surface 8, a tapered pile tip 9, and a reinforcing vertical bar 10.

[0024] A hollow hole 2 is provided inside the pile column 1, mainly to reduce the counterweight of the entire pile column 1 and facilitate transportation. After the pile column 1 is driven, some stones or gravel can be filled inside to increase stability.

[0025] The four side walls of the hollow hole 2 are provided with a plurality of reinforcing vertical bars 10, and the four corners of the hollow hole 2 are arc-shaped chamfered structures. These structures can improve the strength of the hollow hole 2 and avoid damage during the pile driving operation.

[0026] A conical pile tip 9 is provided at the bottom of the pile column 1 to facilitate smoother piling operations.

[0027] The left side of the pile column 1 is symmetrically provided with tenon grooves 3 in the front and back, and the right side is symmetrically provided with tenon protrusions 4 in the front and back. The tenon protrusions 4 of two adjacent pile columns 1 are inserted into the corresponding tenon grooves 3.

[0028] The tenon protrusion 4 is a convex structure.

[0029] By inserting the mortise protrusions 4 into the corresponding mortise grooves 3, the connection between adjacent piles 1 can be made tighter, and the convex structure improves the waterproof performance.

[0030] A first grouting groove 5 is provided in the middle of the left side of the pile column 1 and a second grouting groove 6 is provided in the middle of the right side. A number of connecting ribs 7 are provided in the second grouting groove 6 from top to bottom. One end of the connecting rib 7 is connected to the pile column 1 and the other end passes through the second grouting groove 6. The connecting rib 7 is a U-shaped structure.

[0031] The first grouting groove 5 and the second grouting groove 6 are semicircular structures, and the first grouting groove 5 and the second grouting groove 6 of two adjacent pile columns 1 are connected to form a grouting channel.

[0032] After the pile columns 1 are connected, cement slurry can be injected into the grouting channel formed by the first grouting groove 5 and the second grouting groove 6 to better connect the two pile columns 1 together. The connecting ribs 7 make the connection stronger.

[0033] The front of the pile 1 is provided with an anti-impact arc surface 8, which can decompose the impact force of the water flow into different directions and reduce the direct impact force.

[0034] The above is an exemplary description of the present invention in conjunction with the accompanying drawings. It is obvious that the specific implementation of the present invention is not limited to the above-mentioned method. As long as various improvements are made using the method concept and technical solution of the present invention, or they are directly applied to other occasions without improvement, they are all within the scope of protection of the present invention.

Claims

1. A prefabricated concrete hollow sheet pile, characterized in that: The invention comprises a pile column (1), wherein a hollow hole (2) is provided inside the pile column (1), a mortise groove (3) is symmetrically provided on the left side of the pile column (1) and a mortise protrusion (4) is symmetrically provided on the right side of the pile column (1), the mortise protrusions (4) of two adjacent pile columns (1) are inserted into the corresponding mortise grooves (3), a first grouting groove (5) is provided in the middle position of the left side of the pile column (1) and a second grouting groove (6) is provided in the middle position of the right side, a plurality of connecting ribs (7) are sequentially provided in the second grouting groove (6) from top to bottom, one end of the connecting rib (7) is connected to the pile column (1) and the other end passes through the second grouting groove (6), the first grouting groove (5) and the second grouting groove (6) of the two adjacent pile columns (1) are butted together to form a grouting channel, and an anti-impact arc surface (8) is provided on the front of the pile column (1).

2. The prefabricated concrete hollow sheet pile according to claim 1, characterized in that: A conical pile tip (9) is provided at the bottom of the pile column (1).

3. The prefabricated concrete hollow sheet pile according to claim 2, characterized in that: A plurality of reinforcing vertical bars (10) are provided on the four side walls of the hollow hole (2).

4. The prefabricated concrete hollow sheet pile according to claim 3, characterized in that: The four corners of the hollow hole (2) are arc-shaped chamfered structures.

5. The prefabricated concrete hollow sheet pile according to claim 4, characterized in that: The tenon-joint protrusion (4) is a convex-shaped structure.

6. The prefabricated concrete hollow sheet pile according to claim 5, characterized in that: The first grouting groove (5) and the second grouting groove (6) are semicircular structures.

7. The prefabricated concrete hollow sheet pile according to claim 6, characterized in that: The connecting rib (7) is a U-shaped structure.

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