River regulation retaining wall

Abstract

The retaining wall comprises a retaining wall body, the retaining wall body comprises an inserting part, a soil retaining part and an abutting part, reinforcing ribs are evenly distributed on the abutting part, the soil retaining part and the abutting part are hollow, the top of the soil retaining part is open, a filling opening is formed in the side wall of the abutting part, and a tangent plane is formed in the side, away from the abutting part, of the inserting part. According to the design of the retaining wall, through the combination of the inserting part, the soil retaining part and the abutting part, the flexibility and applicability of the structure are enhanced. The hollow design of the soil retaining part and the abutting part reduces the weight, transportation and installation are convenient, meanwhile, soil, gravel and the like can be filled on site according to the actual situation, and the structural strength and stability are improved. The L-shaped soil retaining part enhances the anti-overturning capacity and effectively supports soil on the two sides of the river channel. The design that the bottom face of the inserting part is higher than the supporting plate is beneficial for reaching the preset inserting depth and reducing disturbance to soil below.

Description

Technical Field

[0001] The utility model belongs to the technical field of river channel regulation, and in particular relates to a retaining wall for river channel regulation. Background Art

[0002] In the background technology, traditional retaining walls for river regulation mostly adopt solid structures, which not only increases the weight of the wall, but also consumes a lot of manpower and material resources during transportation and installation. In addition, due to the lack of flexibility, the retaining wall with solid structure is difficult to adapt to the changes in different terrains and geological conditions during use, resulting in limited stability and anti-overturning ability in practical applications. In order to solve these problems, some retaining walls with hollow structures have also appeared in the existing technology, but these structures often still have deficiencies in anti-overturning ability, structural strength and stability. Utility Model Content

[0003] In order to solve the problems raised in the above-mentioned background technology, the utility model provides the following technical solutions: a retaining wall for river channel regulation, including a retaining wall, the retaining wall including an insertion part, a retaining part, and a supporting part, the insertion part and the supporting part are respectively arranged on both sides of the retaining part, and the supporting part is evenly provided with reinforcing ribs, the retaining part and the supporting part are both hollow, the top of the retaining part is open, a filling port is provided on the side wall of the supporting part, and a cutting surface is provided on the side of the insertion part away from the supporting part.

[0004] Furthermore, the retaining portion is L-shaped, comprising a baffle and a support plate, the abutting portion is connected to the support plate via a directional column, the other side of the abutting portion abuts against the baffle, and the insertion portion is arranged on a side of the baffle away from the abutting portion.

[0005] Furthermore, the bottom surface of the inserting portion is higher than the bottom surface of the supporting plate.

[0006] Furthermore, the filling port is connected to a one-way valve.

[0007] Furthermore, a steel frame is provided in the retaining portion and the supporting portion.

[0008] The beneficial effects of the utility model are as follows: the retaining wall design enhances the flexibility and applicability of the structure through the combination of the inserting part, the retaining part and the supporting part. The hollow design of the retaining part and the supporting part reduces the weight and facilitates transportation and installation. At the same time, soil, sand and gravel can be filled on site according to actual conditions, thereby improving the structural strength and stability. The L-shaped retaining part enhances the anti-overturning ability and effectively supports the soil on both sides of the river channel. The design that the bottom surface of the inserting part is higher than the supporting plate helps to achieve the predetermined insertion depth and reduce the disturbance to the soil below. The design of the filling port with a one-way valve allows flexible injection of fillers to enhance the weight and stability of the retaining wall while preventing liquid leakage. The combination of the internal steel skeleton and concrete further improves the overall strength and durability of the retaining wall. BRIEF DESCRIPTION OF THE DRAWINGS

[0009] Figure 1 It is a three-dimensional diagram of the utility model;

[0010] Figure 2 It is the front view of the utility model;

[0011] Figure 3 It is a right side view of the utility model;

[0012] Figure 4 for Figure 2 Schematic diagram of the section along the AA direction;

[0013] Figure 5 This is a practical state diagram of the utility model.

[0014] The meaning of the numbers in the figure are: 1-insertion part; 2-baffle; 3-support plate; 4-support part; 5-reinforcement rib; 6-filling port; 7-river soil. DETAILED DESCRIPTION

[0015] 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 described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in 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.

[0016] See also Figure 1-5 The utility model provides the following technical solutions: a retaining wall for river channel regulation, including a retaining wall, the retaining wall including an insertion portion 1, a retaining portion, and a supporting portion 4, the insertion portion 1 and the supporting portion 4 are respectively arranged on both sides of the retaining portion, and reinforcing ribs 5 are evenly distributed on the supporting portion 4. The retaining portion and the supporting portion 4 are both hollow, and the top of the retaining portion is open. A filling port 6 is opened on the side wall of the supporting portion 4, and a cutting surface is opened on the side of the insertion portion 1 away from the supporting portion 4.

[0017] In the above structure, in the river channel, the retaining part and the supporting part 4 can be filled with soil, sand, river water or silt in the river channel according to the on-site conditions, so that the on-site applicability is stronger; the retaining part and the supporting part 4 are hollow, so that their weight can be greatly reduced, which is convenient for transportation and handling; after arriving at the site, the structural strength of the retaining part and the supporting part 4 is improved by filling, and the filler can effectively absorb kinetic energy and improve the stability of the retaining wall; the setting of the reinforcing ribs 5 makes the supporting part 4 more resistant to pressure and can better withstand soil pressure and water pressure; the cross-sectional design of the insertion part 1 helps the insertion part 1 to be inserted into the soil and enhance the overall stability.

[0018] In this embodiment, the retaining portion is L-shaped, and the retaining portion includes a baffle 2 and a support plate 3. The supporting portion 4 is connected to the support plate 3 through a directional column, and the other side of the supporting portion 4 is in contact with the baffle 2. The insertion portion 1 is arranged on the side of the baffle 2 away from the supporting portion 4.

[0019] In the above structure, the L-shaped retaining part design enhances its anti-overturning ability and can better support the soil on both sides of the river channel.

[0020] In this embodiment, the bottom surface of the inserting portion 1 is higher than the bottom surface of the supporting plate 3 .

[0021] With the above structure, the bottom surface of the insertion part 1 is higher than the bottom surface of the support plate 3. Such a design helps to reach a predetermined depth during insertion while avoiding excessive disturbance of the underlying soil or riverbed.

[0022] In this embodiment, the filling port 6 is connected to a one-way valve.

[0023] With the above structure, the provision of the one-way valve allows water or other fillings to be injected into the retaining wall when necessary to enhance its weight and stability, while preventing water or fillings from flowing out when not needed.

[0024] The above structure is adopted to prevent the liquid from leaking out of the abutting portion 4.

[0025] In this embodiment, a steel frame is provided inside the retaining portion and the supporting portion 4 .

[0026] In the above structure, the retaining part and the abutting part 4 are made of a steel frame and concrete.

[0027] 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 retaining wall for river regulation, comprising a retaining wall, characterized in that: The retaining wall includes an inserting portion, a retaining portion, and a supporting portion. The inserting portion and the supporting portion are respectively arranged on both sides of the retaining portion. The supporting portion is evenly provided with reinforcing ribs. The retaining portion and the supporting portion are both hollow. The top of the retaining portion is open. A filling port is provided on the side wall of the supporting portion. A cutting surface is provided on the side of the inserting portion away from the supporting portion.

2. A retaining wall for river regulation according to claim 1, characterized in that: The retaining part is L-shaped and includes a baffle and a support plate. The abutting part is connected to the support plate through a directional column. The other side of the abutting part abuts against the baffle. The inserting part is arranged on a side of the baffle away from the abutting part.

3. A retaining wall for river regulation according to claim 2, characterized in that: The bottom surface of the inserting portion is higher than the bottom surface of the supporting plate.

4. A retaining wall for river regulation according to claim 1, characterized in that: The filling port is connected with a one-way valve.

5. The retaining wall for river regulation according to claim 1, characterized in that: A steel bar skeleton is arranged inside the retaining part and the supporting part.

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