Bank slope land reinforcement guard pile

Abstract

The utility model discloses a bank slope land reinforcement guard pile which comprises a first guard pile body and a second guard pile body which are arranged at intervals, inserting grooves are formed in the two sides of the first guard pile body, side wing plates are correspondingly arranged on the two sides of the second guard pile body, the side wing plates are inserted into the inserting grooves, and the inserting grooves are filled with filler. The outer sides of the first protection pile and the second protection pile are provided with integrally-formed trapezoidal protrusions, and a trapezoidal groove is formed between every two adjacent trapezoidal protrusions. According to the bank slope land reinforcing protection pile, the impact resistance of the protection pile is enhanced in the mode that the multiple protection piles are fixed together, the trapezoid grooves formed between the adjacent protection piles can reflect and flow back water flowing from the head-on direction, the reflected and flow-back and original water flow interfere with each other, and the impact force of the water flow on the protection pile is reduced.

Description

Technical Field

[0001] The utility model relates to the technical field of slope protection, in particular to a bank slope land reinforcement protection pile. Background Art

[0002] Slope protection piles are an engineering measure used to protect the stability of the slope. They achieve the purpose of protection mainly through the bending, shearing and embedding effects of the pile body itself, as well as the interaction with the surrounding soil. This type of pile is usually used in water conservancy projects, road and railway slopes, mining areas and other occasions where it is necessary to prevent slope deformation and collapse.

[0003] The existing protection pile structure is relatively simple, the various protection piles cannot be linked and fixed, and the ability to resist water flow impact is poor. Utility Model Content

[0004] The utility model aims to provide a bank slope land reinforcement protection pile to solve the problem that the protection slope protection pile has poor ability to resist water flow impact proposed in the above background technology.

[0005] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a slope land reinforcement protection pile, comprising a protection pile one and a protection pile two arranged at intervals, slots are arranged on both sides of the protection pile one, side wing plates are correspondingly arranged on both sides of the protection pile two, the side wing plates are inserted into the slots, and the slots are filled with fillers, and integrally formed trapezoidal protrusions are arranged on the outer sides of the protection pile one and the protection pile two, and a trapezoidal groove is formed between two adjacent trapezoidal protrusions.

[0006] Preferably, an integrally formed anti-displacement sheet is provided on the inner side of the first protection pile and the second protection pile.

[0007] Preferably, the first and second protection piles are prefabricated plate structures supported by reinforced concrete.

[0008] Preferably, the filler is concrete.

[0009] Preferably, the bottoms of the first and second protective piles are both configured to be pointed.

[0010] Compared with the prior art, the beneficial effects of the utility model are as follows:

[0011] The utility model provides a bank slope land reinforcement protection pile, which enhances the impact resistance of the protection piles by fixing a plurality of protection piles together, and the trapezoidal grooves formed between adjacent protection piles can reflect the oncoming water flow back, and the reflected backflow interferes with the original water flow, thereby reducing the impact force of the water flow on the protection piles. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1It is a three-dimensional diagram of the protection pile 1 and the protection pile 2 in the utility model;

[0013] Figure 2 for Figure 1 Floor plan of

[0014] Figure 3 It is an assembly diagram of the protection pile 1 and the protection pile 2 in the utility model.

[0015] In the figure: 1. Protection pile 1; 2. Protection pile 2; 3. Slot; 4. Side wing plate; 5. Trapezoidal protrusion; 6. Trapezoidal groove; 7. Filler; 8. Anti-displacement sheet. DETAILED DESCRIPTION

[0016] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the implementation regulations described are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0017] See also Figure 1-3 A bank slope land reinforcement protection pile includes a protection pile 1 and a protection pile 2 arranged at intervals, wherein the protection pile 1 and the protection pile 2 are prefabricated plate structures supported by reinforced concrete. The prefabricated plate structure can resist corrosion and impact and has good performance.

[0018] Slots 3 are provided on both sides of the protection pile 1, and side wing plates 4 are provided on both sides of the protection pile 2. The side wing plates 4 are inserted into the slots 3, and the slots 3 are filled with fillers 7. Preferably, the filler 7 is concrete. The filler 7 composed of slow-setting soil can fix the single protection pile 1 and the protection pile 2 together.

[0019] An integrally formed trapezoidal protrusion 5 is arranged on the outer side of the first and second protection piles 2, and a trapezoidal groove 6 is formed between two adjacent trapezoidal protrusions 5. The trapezoidal groove 6 can reflect the oncoming water flow back, and the reflected backflow interferes with the original water flow, thereby reducing the impact force of the water flow on the protection pile.

[0020] The inner sides of the protection pile 1 and the protection pile 2 are both provided with an integrally formed anti-displacement sheet 8. The anti-displacement sheet 8 is inserted into the soil together with the protection pile 1, which can increase the stability of the protection pile.

[0021] The bottoms of the protection pile 1 and the protection pile 2 are both set in a pointed shape. This structure makes it convenient to drive the protection pile 1 and the protection pile 2 into the slope protection soil.

[0022] Working principle: The utility model is a kind of bank slope land reinforcement protection pile. When in use, the spaced protection piles 1 and 2 are driven into the soil of the protection slope, the side wing plates 4 are inserted into the slots 3, and the slots 3 are filled with fillers 7. The fillers 7 can fix the single protection piles 1 and 2 together, thereby increasing the impact resistance of the protection piles. The trapezoidal grooves 6 formed between adjacent protection piles can reflect the oncoming water flow back, and the reflected backflow interferes with the original water flow, thereby reducing the impact force of the water flow on the protection piles.

[0023] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A slope land reinforcement protection pile, comprising a protection pile 1 (1) and a protection pile 2 (2) arranged at intervals, characterized in that: Slots (3) are arranged on both sides of the first protective pile (1), and side wing plates (4) are arranged on both sides of the second protective pile (2), respectively. The side wing plates (4) are inserted into the slots (3), and the slots (3) are filled with fillers (7). Integrally formed trapezoidal protrusions (5) are arranged on the outer sides of the first protective pile (1) and the second protective pile (2), and a trapezoidal groove (6) is formed between two adjacent trapezoidal protrusions (5).

2. The slope land reinforcement and protection pile according to claim 1, characterized in that: An integrally formed anti-displacement sheet (8) is provided on the inner side of each of the first protection pile (1) and the second protection pile (2).

3. The slope land reinforcement and protection pile according to claim 1, characterized in that: The protection pile 1 (1) and the protection pile 2 (2) are prefabricated plate structures supported by reinforced concrete.

4. The slope land reinforcement protection pile according to claim 1, characterized in that: The filler (7) is concrete.

5. The slope land reinforcement and protection pile according to claim 1, characterized in that: The bottoms of the protective pile 1 (1) and the protective pile 2 (2) are both configured to be pointed.

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