Road retaining wall

Abstract

The utility model relates to the technical field of retaining walls, and discloses a road retaining wall which comprises a wall body, a transverse reinforcing rib penetrates through the inner wall of the wall body, a plurality of groups of vertical reinforcing ribs penetrate through the inner wall of the transverse reinforcing rib, connecting steel bars penetrate through the two sides of the outer wall of the wall body, and inserting holes are formed in the two sides of the top end of the wall body. Through structures such as transverse reinforcing ribs, vertical reinforcing ribs, connecting steel bars, a buttress, a water baffle a and a water baffle b, and through the arrangement that the transverse reinforcing ribs and the vertical reinforcing ribs are laid in the wall body in a crossed mode, the firmness degree and the impact resistance of the wall body can be improved, and the heavy pressure of the wall body can be relieved in the process that the buttress is filled with crushed soil and broken stones; the impact force on the root of the wall body can be relieved when river water rises tide through the water baffle a, the river water can be prevented from rushing out of the top end of the wall body as much as possible through the water baffle b in the river water rising tide process, the pressure bearing degree of the retaining wall is reduced, the service life is prolonged, safety and reliability are achieved, and therefore the optimal using effect is achieved.

Description

Technical Field

[0001] The utility model relates to the technical field of retaining walls, in particular to a road retaining wall. Background Art

[0002] A retaining wall refers to a structure that supports roadbed fill or hillside soil and prevents the fill or soil from deforming and becoming unstable. In the cross-section of the retaining wall, the part that is in direct contact with the supported soil is called the wall back; the part facing the air opposite to the wall back is called the wall surface; the part that is in direct contact with the foundation is called the base; the top surface of the wall opposite to the base is called the wall top; the front end of the base is called the wall toe; and the rear end of the base is called the wall heel.

[0003] However, the existing road retaining walls are subjected to relatively large pressure on the wall surface, which will affect the service life of the retaining walls when subjected to large loads for a long time, and have poor safety, thus failing to achieve the best use effect. Utility Model Content

[0004] 1. Technical issues to be resolved

[0005] In view of the deficiencies in the prior art, the utility model provides a road retaining wall, which solves the problem that the road retaining wall proposed in the above background technology is subjected to large pressure on the wall surface, which will affect the service life of the retaining wall when subjected to large loads for a long time, and has poor safety, thus failing to achieve the best use effect.

[0006] (II) Technical solution

[0007] To achieve the above purpose, the utility model is implemented through the following technical scheme: a road retaining wall, including a wall body, the inner wall of the wall body is penetrated by transverse reinforcing bars, and the inner wall of the transverse reinforcing bars is penetrated by multiple groups of vertical reinforcing bars, connecting steel bars are penetrated on both sides of the outer wall of the wall body, and sockets are opened on both sides of the top of the wall body, the inner walls of the sockets are provided with columns, and the inner side walls of the columns are fixedly connected to guardrails, the bottom end of the wall body is fixedly connected to a wall toe board, one side of the outer wall of the wall body is fixedly installed with a buttress, and the bottom end of the outer wall of the other side of the wall body is fixedly installed with a water retaining plate a, the top of the water retaining plate a is provided with a water retaining plate b, and the water retaining plate b is fixedly connected to the wall body, and the bottom end of the wall toe board is fixedly connected with a tenon.

[0008] Furthermore, the interior of the wall is filled with concrete, and the total height of the wall is approximately 10.049m-8.349m.

[0009] Furthermore, the transverse reinforcement bars and the vertical reinforcement bars are laid crosswise on the inner wall of the wall, and the transverse reinforcement bars and the vertical reinforcement bars are made of stainless steel components.

[0010] Furthermore, the bottom end of the column is connected to the top of the wall through a socket.

[0011] Furthermore, a fluorescent strip is attached to the surface of the guardrail, and the guardrail is made of aluminum alloy components.

[0012] Furthermore, the buttress is inclined at 45 degrees, and the bottom end of the buttress is fixedly connected to the upper surface of the wall toe board.

[0013] (III) Beneficial effects

[0014] The utility model provides a road retaining wall, which has the following beneficial effects:

[0015] Through structures such as horizontal reinforcement bars, vertical reinforcement bars, connecting steel bars, buttresses, water retaining plates a and water retaining plates b, and through the arrangement of cross-laying of horizontal reinforcement bars and vertical reinforcement bars inside the wall, the strength of the wall and the impact resistance can be increased, the buttresses can relieve the weight pressure of the wall during the process of filling crushed soil and gravel, the water retaining plates a can resist the river water and relieve the impact on the root of the wall during high tide, and the water retaining plates b can avoid the river water from rushing out of the top of the wall as much as possible during the high tide, thereby reducing the pressure on the retaining wall, extending the service life, and being safe and reliable, thereby achieving the best use effect. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a schematic diagram of the structure of the utility model;

[0017] Figure 2 It is an enlarged view of the interior of the wall in the utility model;

[0018] Figure 3 It is an enlarged view of the top and bottom of the wall in the utility model;

[0019] Figure 4 It is an enlarged view of the back side of the wall in the present utility model.

[0020] In the figure: 1. wall; 2. horizontal reinforcement bar; 3. vertical reinforcement bar; 4. connecting steel bar; 5. socket; 6. column; 7. guardrail; 8. wall toe board; 9. buttress; 10. water retaining board a; 11. water retaining board b; 12. tenon. DETAILED DESCRIPTION

[0021] 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. 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.

[0022] See also Figures 1 to 4The utility model provides a technical solution: a road retaining wall, including a wall body 1, the inner wall of the wall body 1 is penetrated by a transverse reinforcing rib 2, and the inner wall of the transverse reinforcing rib 2 is penetrated by a plurality of groups of vertical reinforcing ribs 3, and the transverse reinforcing rib 2 and the vertical reinforcing rib 3 are cross-laid inside the wall body 1 to increase the strength of the wall body 1 and the impact resistance, the outer wall of the wall body 1 is penetrated by connecting steel bars 4, and the top of the wall body 1 is provided with a socket 5 on both sides, the inner wall of the socket 5 is provided with a column 6, and the inner wall of the column 6 is fixedly connected with a guardrail 7, and the guardrail 7 can be used to prevent passers-by from climbing over, and the bottom end of the wall 1 is fixedly connected with a wall toe Plate 8, a buttress 9 is fixedly installed on one side of the outer wall of the wall 1, and the buttress 9 can relieve the weight pressure of the wall 1 during the filling of crushed soil and gravel, and a water retaining plate a10 is fixedly installed on the bottom end of the outer wall on the other side of the wall 1. The water retaining plate a10 can resist the river water and relieve the impact of the root of the wall 1 during high tide. A water retaining plate b11 is arranged on the top of the water retaining plate a10. The water retaining plate b11 can avoid the river water from rushing out of the top of the wall 1 as much as possible during the high tide of the river. The water retaining plate b11 is fixedly connected to the wall 1, and a tenon 12 is fixedly connected to the bottom end of the wall toe plate 8, and the wall toe plate 8 is fixed to the ground by the tenon 12.

[0023] See also Figure 1-Figure 4 The interior of the wall 1 is filled with concrete, and the total height of the wall 1 is about 10.049m-8.349m. The transverse reinforcement ribs 2 and the vertical reinforcement ribs 3 are cross-laid on the inner wall of the wall 1, and the transverse reinforcement ribs 2 and the vertical reinforcement ribs 3 are made of stainless steel components, which have strong pressure resistance and extend the service life. The bottom end of the column 6 is connected to the top of the wall 1 through the socket 5. The surface of the guardrail 7 is attached with a fluorescent strip, and the guardrail 7 is made of aluminum alloy components to prevent rust and is strong and durable. The buttress 9 is inclined at 45 degrees, and the bottom end of the buttress 9 is fixedly connected to the upper surface of the wall toe plate 8.

[0024] The specific implementation methods disclosed in the present invention omit detailed descriptions of known functions and known components. To ensure the compatibility of the equipment, the operating methods adopted are consistent with the parameters of commercially available equipment.

[0025] In summary, the operation steps of this road retaining wall are as follows:

[0026] When in use, the horizontal reinforcement bars 2 and the vertical reinforcement bars 3 are cross-laid inside the wall 1, so that the strength of the wall 1 can be increased to resist impact. The buttresses 9 can relieve the weight pressure of the wall 1 during the process of filling crushed soil and gravel. The water retaining plate a10 can resist the river water and relieve the impact on the root of the wall 1 during high tide. The water retaining plate b11 can prevent the river water from rushing out of the top of the wall 1 as much as possible during high tide. The guardrail 7 can prevent passers-by from climbing over, and the wall toe plate 8 is fixed to the ground by the tenon 12.

[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 road retaining wall, comprising a wall body (1), characterized in that: The inner wall of the wall (1) is penetrated by a transverse reinforcing rib (2), and the inner wall of the transverse reinforcing rib (2) is penetrated by a plurality of groups of vertical reinforcing ribs (3); connecting steel bars (4) are penetrated on both sides of the outer wall of the wall (1), and insertion holes (5) are opened on both sides of the top of the wall (1); the inner wall of the insertion hole (5) is provided with a column (6), and the inner side wall of the column (6) is fixedly connected to a guardrail (7); the bottom end of the wall (1) is fixedly connected to a wall toe board (8); a buttress (9) is fixedly installed on one side of the outer wall of the wall (1), and a water retaining plate a (10) is fixedly installed on the bottom end of the outer wall of the other side of the wall (1); a water retaining plate b (11) is provided at the top of the water retaining plate a (10), and the water retaining plate b (11) is fixedly connected to the wall (1); and the bottom end of the wall toe board (8) is fixedly connected to a tenon (12).

2. A road retaining wall according to claim 1, characterized in that: The interior of the wall (1) is filled with concrete, and the total height of the wall (1) is approximately 10.049 m-8.349 m.

3. A road retaining wall according to claim 1, characterized in that: The transverse reinforcing ribs (2) and the vertical reinforcing ribs (3) are laid crosswise on the inner wall of the wall (1), and the transverse reinforcing ribs (2) and the vertical reinforcing ribs (3) are made of stainless steel components.

4. A road retaining wall according to claim 1, characterized in that: The bottom end of the upright column (6) is connected to the top of the wall (1) through the insertion hole (5).

5. A road retaining wall according to claim 1, characterized in that: A fluorescent strip is attached to the surface of the guardrail (7), and the guardrail (7) is made of an aluminum alloy component.

6. A road retaining wall according to claim 1, characterized in that: The buttress (9) is inclined at (45) degrees, and the bottom end of the buttress (9) is fixedly connected to the upper surface of the wall toe board (8).

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