Retaining wall for water conservancy construction

By arranging filling grooves inside the retaining brick body of the retaining wall for water conservancy construction and arranging connecting grooves and connecting rods in the middle of both sides, the problem of difficulty in transportation and construction caused by the heavy weight of the retaining wall in the prior art is solved, and the Lightweight transportation and improved construction efficiency reduce production and transportation costs.

CN222390493UActive Publication Date: 2025-01-24孙涛
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Patent Information

Application Number
CN202420327505.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-02-22
Publication Date
2025-01-24
Estimated Expiration
2034-02-22

AI Technical Summary

Technical Problem

Due to the large weight of existing retaining walls for water conservancy construction, transportation and construction are more laborious and difficult to effectively reduce production and transportation costs.

Method used

By setting up a filling groove in the internal settings of the retaining brick body, the weight of the retaining brick body is reduced, and the connecting groove and connecting rod are set on the middle of the two sides to achieve the staggered connection of the retaining brick body.

Benefits of technology

The retaining brick body is lightweight, convenient for transportation and construction, reduces production and transportation costs, and improves the overall stability of the retaining wall.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of retaining walls, in particular to a retaining wall for water conservancy construction, which comprises a plurality of retaining brick bodies, wave blocking blocks are fixedly connected to the front sides of the retaining brick bodies, filling grooves are formed in the rear sides of the retaining brick bodies, connecting grooves are formed in two sides of the rear side of each filling groove, connecting rods are arranged in the connecting grooves, and the connecting rods are connected with the wave blocking blocks. The soil retaining brick body is fixedly connected with the connecting rod through the connecting groove. The combined retaining wall has the advantages that the filling grooves can reduce the weight of the retaining brick bodies, transportation and carrying are convenient, construction efficiency is improved, after the retaining brick bodies are combined, soil or concrete can be filled from the tops of the filling grooves for filling and reinforcing, production cost and transportation cost of the retaining wall are reduced, and the retaining wall is convenient to use. The connecting grooves are formed in the middles of the two sides of the soil retaining brick bodies, so that in the staggered building process of the soil retaining brick bodies, the connecting grooves can be staggered and aligned, connecting rods can conveniently penetrate through the staggered connecting grooves, staggered connecting and fixing of the soil retaining brick bodies are completed, and the overall stability of the soil retaining wall is improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of retaining walls, in particular to a retaining wall for water conservancy construction. 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. It is widely used in highway, railway, water conservancy and other projects. Its function is to prevent the collapse of mountains or slopes and protect the safety of projects. It can also beautify the environment. Water conservancy retaining walls can protect water conservancy equipment and improve the safety factor.

[0003] A retaining wall for water conservancy construction disclosed in Chinese patent CN202221097893.2 can store the device by removing anchor rods from connecting holes No. 1 and No. 2, placing two No. 1 support rods in storage grooves, and then making the No. 2 support rods vertical and allowing the baffle to enter the interior of the retaining wall panel, thereby reducing the volume of the device, reducing space occupation, and facilitating transportation and handling. However, in order to improve the stability of the retaining wall, a heavy solid wall is used, which is inconvenient to transport due to its heavy weight and is more laborious to construct. Utility Model Content

[0004] The purpose of the utility model is to overcome the shortcomings of the prior art, provide a retaining wall for water conservancy construction, and effectively solve the deficiencies of the prior art.

[0005] The purpose of the utility model is achieved through the following technical scheme: a retaining wall for water conservancy construction, comprising a plurality of retaining brick bodies, the front side of the retaining brick body is fixedly connected with a wave-blocking block, the rear side of the retaining brick body is provided with a filling groove, both sides behind the filling groove are provided with connecting grooves, connecting rods are arranged inside the connecting grooves, and the retaining brick bodies are fixedly connected through the connecting grooves and the connecting rods.

[0006] Optionally, the top and the bottom of the filling groove both penetrate the retaining brick body, and the volume of the filling groove occupies half of the volume of the retaining brick body.

[0007] By adopting the above technical solution: by setting a filling groove inside the retaining brick body, the weight of the retaining brick body can be reduced, the transportation and handling are convenient, and the construction efficiency is improved. After the retaining brick body is assembled, soil or concrete can be filled from the top of the filling groove for filling and reinforcement, thereby reducing the production cost and transportation cost of the retaining wall.

[0008] Optionally, the two connecting grooves are both located in the middle of both sides of the retaining brick body, the shape of the connecting grooves is matched with the shape of the connecting rod, and the length of the connecting rod is matched with the total height of the retaining wall.

[0009] The above technical solution is adopted: by setting connecting grooves in the middle of both sides of the retaining brick body, the connecting grooves can be staggered and aligned during the staggered stacking process of the retaining brick body, making it convenient to pass the connecting rods through the staggered connecting grooves, complete the staggered connection and fixation of the retaining brick body, and improve the overall stability of the retaining wall.

[0010] Optionally, a slot is provided in the middle of the connecting groove, the middle of the connecting groove is in the shape of a circular hole, both sides of the connecting groove extend outward, and the width of the slot is adapted to the width of the connecting groove.

[0011] The above technical solution is adopted: by setting a groove on the rear side of the filling groove, after it is completed, soil and concrete can be filled into the inside from the groove. After the filling is completed, the groove can be closed by inserting a connecting rod into the connecting groove, so that the later filling of the filling groove is more sufficient and convenient.

[0012] Optionally, an anchor rod is fixedly connected to the center of the bottom of the connecting rod, and both sides of the bottom of the connecting rod are in a cutting edge shape with decreasing thickness.

[0013] The above technical solution is adopted: by arranging an anchor rod at the bottom of the connecting rod, after the connecting rod is used to pass through the connecting groove to complete the connection and fixation of the retaining brick body, the anchor nail can be nailed into the soil layer to further fix it, and the two sides of the bottom of the connecting rod are set to be cutting-edge-shaped. When soil or concrete enters the connecting groove, the cutting edge at the bottom of the connecting rod can more easily cut the soil and pass through the connecting groove to complete the insertion and fixation.

[0014] Optionally, the front side of the wave-blocking block is an inclined surface, the top thickness of the wave-blocking block is greater than the bottom thickness, the top of the wave-blocking block is a horizontal plane, and buckle grooves are provided on both sides of the top of the wave-blocking block.

[0015] The above technical solution is adopted: by arranging wave-blocks on the front side of the retaining brick body, the buffering ability of the hydraulic retaining wall against the impact force generated by the water flow is improved, and buckle grooves are arranged on the wave-blocks to facilitate relevant personnel to climb the retaining wall through the buckle grooves.

[0016] The utility model has the following advantages:

[0017] 1. The retaining wall for water conservancy construction can reduce the weight of the retaining brick body by arranging the filling groove inside the retaining brick body, facilitate transportation and handling, and improve construction efficiency. After the retaining brick body is assembled, soil or concrete can be filled from the top of the filling groove for filling and reinforcement, thereby reducing the production cost and transportation cost of the retaining wall. By arranging the connecting grooves in the middle of both sides of the retaining brick body, the connecting grooves can be staggered and aligned during the staggered stacking process of the retaining brick body, which facilitates the connection rod to pass through the staggered connecting grooves, completes the staggered connection and fixation of the retaining brick body, and improves the overall stability of the retaining wall.

[0018] 2. The retaining wall for water conservancy construction is provided with a slot at the rear side of the filling slot. After the slot is completed, soil and concrete can be filled into the interior from the slot. After the filling is completed, a connecting rod is inserted into the connecting slot to close the slot, so that the filling slot can be filled more fully and conveniently in the later stage. An anchor rod is provided at the bottom of the connecting rod. After the connecting rod is used to pass through the connecting slot to complete the connection and fixation of the retaining brick body, the anchor nail can be nailed into the soil layer to further fix it. The two sides of the bottom of the connecting rod are set to a blade shape. When soil or concrete enters the connecting slot, the blade at the bottom of the connecting rod can more easily cut the soil and pass through the connecting slot to complete the insertion and fixation.

[0019] 3. The retaining wall for water conservancy construction improves the ability of the water conservancy retaining wall to buffer the impact force generated by the water flow by arranging wave-blocks on the front side of the retaining brick body, and buckle grooves are arranged on the wave-blocks to facilitate relevant personnel to climb the retaining wall through the buckle grooves. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 It is a schematic diagram of the structure of the utility model;

[0021] Figure 2 It is a rear view structural schematic diagram of the utility model;

[0022] Figure 3 For this utility model Figure 2 A schematic diagram of the enlarged structure at A in the middle;

[0023] Figure 4 This is a front structural diagram of the retaining brick of the utility model;

[0024] Figure 5 This is a rear structural schematic diagram of the retaining brick of the utility model;

[0025] Figure 6 It is a structural schematic diagram of the connecting rod of the utility model;

[0026] Figure 7 For this utility model Figure 6 Schematic diagram of the enlarged structure at point B in the middle.

[0027] In the figure: 1-retaining brick body, 2-wave blocking block, 3-filling groove, 4-connecting groove, 5-connecting rod, 6-slot, 7-anchor rod, 8-buckle groove. DETAILED DESCRIPTION

[0028] The embodiments of the present invention are described in detail below, and examples of the embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals throughout represent the same or similar elements or elements having the same or similar functions. The embodiments described below with reference to the accompanying drawings are exemplary and are intended to be used to explain the present invention, and should not be construed as limiting the present invention.

[0029] like Figures 1 to 7 As shown, a retaining wall for water conservancy construction includes a plurality of retaining brick bodies 1, a wave-blocking block 2 is fixedly connected to the front side of the retaining brick body 1, a filling groove 3 is opened on the rear side of the retaining brick body 1, connecting grooves 4 are opened on both sides behind the filling groove 3, connecting rods 5 are arranged inside the connecting grooves 4, and the retaining brick body 1 is fixedly connected through the connecting grooves 4 and the connecting rods 5.

[0030] Embodiment 1: The top and bottom of the filling groove 3 both pass through the retaining brick body 1, and the volume of the filling groove 3 accounts for half of the volume of the retaining brick body 1. By arranging the filling groove 3 inside the retaining brick body 1, the weight of the retaining brick body 1 can be reduced, which is convenient for transportation and handling, and the construction efficiency is improved. After the retaining brick body 1 is assembled, soil or concrete can be filled from the top of the filling groove 3 for filling and reinforcement, thereby reducing the production cost and transportation cost of the retaining wall.

[0031] Embodiment 2: The two connecting grooves 4 are both located in the middle of both sides of the retaining brick body 1. The shape of the connecting groove 4 is adapted to the shape of the connecting rod 5. The length of the connecting rod 5 is adapted to the total height of the retaining wall. By arranging the connecting grooves 4 in the middle of both sides of the retaining brick body 1, the connecting grooves 4 can be staggered and aligned during the staggered stacking process of the retaining brick body 1, so that the connecting rod 5 can be passed through the staggered connecting grooves 4 to complete the staggered connection and fixation of the retaining brick body 1, thereby improving the overall stability of the retaining wall.

[0032] Embodiment 3: A slot 6 is provided in the middle of the connecting groove 4, and the middle of the connecting groove 4 is in the shape of a circular hole. Both sides of the connecting groove 4 extend outward, and the width of the slot 6 is adapted to the width of the connecting groove 4. By providing the slot 6 on the rear side of the filling groove 3, after it is completed, soil and concrete can be filled into the inside from the slot 6. After the filling is completed, the connecting rod 5 can be inserted into the connecting groove 4 to close the slot 6, so that the later filling of the filling groove 3 is more sufficient and convenient.

[0033] Embodiment 4: An anchor rod 7 is fixedly connected at the center of the bottom of the connecting rod 5, and the two sides of the bottom of the connecting rod 5 are in the shape of a cutting edge with decreasing thickness. By arranging the anchor rod 7 at the bottom of the connecting rod 5, after the connecting rod 5 is passed through the connecting groove 4 to complete the connection and fixation of the retaining brick body 1, the anchor nail 7 can be nailed into the soil layer to further fix it. The two sides of the bottom of the connecting rod 5 are set to be in the shape of a cutting edge. When soil or concrete enters the connecting groove 4, the cutting edge at the bottom of the connecting rod 5 can more easily cut through the soil and pass through the connecting groove 4 to complete the insertion and fixation.

[0034] Embodiment 5: The front side of the wave-blocking block 2 is an inclined surface, the top thickness of the wave-blocking block 2 is greater than the bottom thickness, the top of the wave-blocking block 2 is a horizontal plane, and buckle grooves 8 are provided on both sides of the top of the wave-blocking block 2. By arranging the wave-blocking block 2 on the front side of the retaining brick body 1, the buffering ability of the hydraulic retaining wall against the impact force generated by the water flow is improved, and the buckle grooves 8 are provided on the wave-blocking block 2 to facilitate relevant personnel to climb the retaining wall through the buckle grooves 8.

[0035] The working principle of the utility model is as follows:

[0036] S1. Setting the filling groove 3 can reduce the weight of the retaining brick body 1, facilitate transportation and handling, and improve construction efficiency. After the retaining brick body 1 is assembled, soil or concrete can be filled from the top of the filling groove 3 for filling and reinforcement, thereby reducing the production cost and transportation cost of the retaining wall;

[0037] S2. Connecting grooves 4 are arranged in the middle of both sides of the retaining brick body 1, so that the connecting grooves 4 can be staggered and aligned during the staggered stacking process of the retaining brick body 1, which facilitates the connection rods 5 to pass through the staggered connecting grooves 4, completes the staggered connection and fixation of the retaining brick body 1, and improves the overall stability of the retaining wall.

[0038] Compared with the prior art, the present invention has the following beneficial effects:

[0039] 1. The retaining wall for water conservancy construction can reduce the weight of the retaining brick body 1 by arranging the filling groove 3 inside the retaining brick body 1, facilitate transportation and handling, and improve construction efficiency. After the retaining brick body 1 is assembled, soil or concrete can be filled from the top of the filling groove 3 for filling and reinforcement, thereby reducing the production cost and transportation cost of the retaining wall. By arranging the connecting groove 4 in the middle of both sides of the retaining brick body 1, the connecting groove 4 can be staggered and aligned during the staggered stacking process of the retaining brick body 1, so that the connecting rod 5 can be passed through the staggered connecting groove 4 to complete the staggered connection and fixation of the retaining brick body 1, thereby improving the overall stability of the retaining wall.

[0040] 2. The retaining wall for water conservancy construction is provided with a slot 6 at the rear side of the filling slot 3. After the slot 6 is completed, soil and concrete can be filled into the interior from the slot 6. After the filling is completed, the slot 6 can be closed by inserting the connecting rod 5 into the connecting slot 4, so that the later filling of the filling slot 3 is more sufficient and convenient. By arranging an anchor rod 7 at the bottom of the connecting rod 5, after the connecting rod 5 is used to pass through the connecting slot 4 to complete the connection and fixation of the retaining brick body 1, the anchor nail 7 can be nailed into the soil layer to further fix it. The two sides of the bottom of the connecting rod 5 are set to a blade shape. When soil or concrete enters the connecting slot 4, the blade at the bottom of the connecting rod 5 can more easily cut the soil and pass through the connecting slot 4 to complete the insertion and fixation.

[0041] 3. The retaining wall for water conservancy construction improves the ability of the water conservancy retaining wall to buffer the impact force generated by the water flow by arranging the wave-blocking block 2 on the front side of the retaining brick body 1, and the buckle groove 8 is arranged on the wave-blocking block 2 to facilitate relevant personnel to climb the retaining wall through the buckle groove 8.

Claims

1. A retaining wall for water conservancy construction, characterized in that: The invention comprises a plurality of retaining brick bodies (1), wherein a wave-blocking block (2) is fixedly connected to the front side of the retaining brick body (1), a filling groove (3) is provided on the rear side of the retaining brick body (1), connecting grooves (4) are provided on both sides behind the filling groove (3), connecting rods (5) are arranged inside the connecting grooves (4), and the retaining brick body (1) is fixedly connected via the connecting grooves (4) and the connecting rods (5).

2. A retaining wall for water conservancy construction according to claim 1, characterized in that: The top and bottom of the filling groove (3) both penetrate the retaining brick body (1), and the volume of the filling groove (3) accounts for half of the volume of the retaining brick body (1).

3. A retaining wall for water conservancy construction according to claim 2, characterized in that: The two connecting grooves (4) are both located in the middle of both sides of the retaining brick body (1); the shape of the connecting groove (4) matches the shape of the connecting rod (5); and the length of the connecting rod (5) matches the total height of the retaining wall.

4. A retaining wall for water conservancy construction according to claim 3, characterized in that: A slot (6) is provided in the middle of the connecting groove (4), the middle of the connecting groove (4) is in the shape of a circular hole, both sides of the connecting groove (4) extend outwards, and the width of the slot (6) matches the width of the connecting groove (4).

5. A retaining wall for water conservancy construction according to claim 4, characterized in that: An anchor rod (7) is fixedly connected to the center of the bottom of the connecting rod (5), and both sides of the bottom of the connecting rod (5) are in the shape of a cutting edge with decreasing thickness.

6. A retaining wall for water conservancy construction according to claim 5, characterized in that: The front side of the wave-blocking block (2) is an inclined surface, the thickness of the top of the wave-blocking block (2) is greater than the thickness of the bottom, the top of the wave-blocking block (2) is a horizontal surface, and buckle grooves (8) are provided on both sides of the top of the wave-blocking block (2).

Citation Information

Patent Citations

  • Retaining wall for water conservancy construction

    CN217203835U