Reinforcing assembly of retaining wall
By designing a retaining wall reinforcement component including bottom plate, main steel bar, secondary steel bar and casting box, the existing retaining wall construction process is slow, labor intensity and weak connections are solved, and efficient construction and strength improvement are achieved.
Patent Information
- Application Number
- CN202422241693.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-12
- Publication Date
- 2025-06-17
- Estimated Expiration
- 2034-09-12
AI Technical Summary
The existing retaining walls have a slow construction process, high labor intensity, weak connections, and difficult to bear high pressure without collapse.
A reinforcement component of retaining wall is designed, including the base plate, main steel bar, secondary steel bar and casting box. The plug-in and limit of the casting box is achieved through the setting of main steel bar and secondary steel bar, ensuring the verticality and connection strength, and improving the overall strength and convenience through arc-shaped grooves and reinforcement bars.
It improves construction efficiency and overall strength, enhances the connection strength between casting boxes, and ensures the stability and compressive resistance of the retaining wall.
Smart Images
Figure CN222990783U_ABST
Abstract
Description
Technical Field
[0001] This application relates to the technical field of retaining walls, and specifically to a reinforcement component for a retaining wall. Background Technique
[0002] A retaining wall refers to a structure that supports the subgrade fill or hillside soil mass and prevents the fill or soil mass from deforming and becoming unstable. According to the different installation positions of the retaining wall, it is divided into shoulder walls, embankment walls, cutting walls, and hillside walls, etc.
[0003] Common retaining walls are mostly made by skilled workers by applying adhesive materials and piling them up. During the piling process, not only the verticality of the wall needs to be ensured, but also the sufficient degree of brick adhesion needs to be ensured. The construction process is slow, the labor intensity is high, and the connection is relatively weak. When bearing a large pressure, it is easy to collapse. Utility Model Content
[0004] In view of the deficiencies of the prior art, this application provides a reinforcement component for a retaining wall, which has the advantages of high construction efficiency and high overall strength, and solves the problems of slow construction process, high labor intensity, relatively weak connection, and easy collapse when bearing a large pressure.
[0005] To achieve the above object, this application provides the following technical solution: A reinforcement component for a retaining wall includes a bottom plate. A plurality of main steel bars arranged at equal distances are provided inside the bottom plate. Two groups of equally spaced secondary steel bars are provided above the bottom plate, and a plurality of pouring boxes are provided above the bottom plate.
[0006] Four reinforcing ribs arranged in a matrix are fixedly connected to the bottom of each pouring box. A plurality of arc-shaped through grooves are opened on the inner bottom wall of each pouring box, and four connecting grooves arranged in a matrix are opened on the upper surface and the bottom of each pouring box.
[0007] Through the above solution, the insertion of multiple pouring boxes can be realized through the provided main steel bars, and the left and right movement can be limited for them. Through the provided secondary steel bars, the front and rear positions of the pouring boxes can be limited, ensuring the verticality of the pouring boxes, effectively improving the piling speed of the user. Through the provided locking rings, the purpose of close contact of the pouring boxes can be realized, and in cooperation with the arc-shaped through grooves, it is convenient for the concrete to be poured at one time, effectively improving the convenience of the user. At the same time, in cooperation with the reinforcing ribs, the connection strength between the pouring boxes can be improved, ensuring the overall strength. Through the provided arc-shaped insertion plates, the contact area with the soil can be increased, improving the fixing stability of the overall foundation.
[0008] Further, each secondary steel bar is located inside the connection groove close to it.
[0009] Through the above solution, by setting the auxiliary steel bars and connecting grooves, the front and rear positions of the casting boxes can be limited, and at the same time, after pouring the concrete, the connection strength of multiple horizontally arranged casting boxes can be increased.
[0010] Furthermore, each of the casting boxes is slidably inserted into the main steel bar adjacent to it.
[0011] Through the above solution, by setting the main steel bars, the verticality of the stacked casting boxes can be ensured, and at the same time, the connection strength of multiple vertically arranged casting boxes can be enhanced.
[0012] Furthermore, a limiting ring is fixedly connected to the outer surface of the bottom end of each of the main steel bars.
[0013] Through the above solution, by setting the limiting rings, the tops of multiple main steel bars can be guaranteed to be on the same horizontal line.
[0014] Furthermore, a mounting plate is threadedly connected to the outer surface of the bottom end of each of the main steel bars.
[0015] Through the above solution, by setting the mounting plates, the main steel bars can be limited to prevent them from moving up and down.
[0016] Furthermore, a plurality of arc-shaped insertion plates arranged in a circular pattern are installed at the bottom of each of the mounting plates.
[0017] Through the above solution, by setting the arc-shaped insertion plates, when connecting to the soil, the contact area with the soil can be increased, and the stability during fixation can be improved.
[0018] Furthermore, a plurality of the reinforcing bars at the bottommost layer are inserted into the bottom plate.
[0019] Through the above solution, by inserting the lower reinforcing bars into the bottom plate, the bottom layer casting boxes can be further limited, facilitating the stacking of the upper casting boxes.
[0020] Furthermore, a locking ring is threadedly connected to the outer surface of the top end of each of the main steel bars.
[0021] Through the above solution, by setting the locking rings, close contact between the casting boxes can be achieved.
[0022] Compared with the prior art, the technical solution of the present application has the following beneficial effects:
[0023] The reinforcement component of a retaining wall can achieve the insertion of multiple casting boxes through the main steel bars set, and can limit the left and right movement thereof. Through the secondary steel bars set, the front and rear positions of the casting boxes can be limited, ensuring the verticality of the casting boxes, effectively improving the stacking speed of the user. Through the locking ring set, the purpose of close contact of the casting boxes can be achieved, and in cooperation with the arc-shaped through groove, it is convenient for the concrete to be poured at one time, effectively improving the convenience of the user. At the same time, in cooperation with the reinforcing ribs, the connection strength between the casting boxes can be improved, ensuring the overall strength. Through the arc-shaped insertion plate set, the contact area with the soil can be increased, improving the fixing stability of the overall foundation. BRIEF DESCRIPTION OF THE DRAWINGS
[0024] Figure 1 It is a cross-sectional view of the overall structure of this application;
[0025] Figure 2 It is a front view of the overall structure of this application;
[0026] Figure 3 It is a left view of the overall structure of this application;
[0027] Figure 4 It is a schematic diagram of the structure of the casting box of this application.
[0028] In the figure:
[0029] 1, bottom plate; 2, main steel bar; 3, secondary steel bar; 4, casting box; 5, reinforcing rib; 6, arc-shaped through groove; 7, connection groove; 8, limit ring; 9, mounting plate; 10, arc-shaped insertion plate; 11, locking ring. DETAILED DESCRIPTION OF THE EMBODIMENTS
[0030] The technical solutions in the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings in the embodiments of this application. Obviously, the described embodiments are only a part of the embodiments of this application, rather than all the embodiments. Based on the embodiments in this application, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of this application.
[0031] Please refer to Figure 1 , Figure 2 and Figure 3, A reinforcement component of a retaining wall in this embodiment includes a bottom plate 1. Inside the bottom plate 1, there are multiple main steel bars 2 arranged at equal distances. A limiting ring 8 is fixedly connected to the outer surface of the bottom end of each main steel bar 2. Through the setting of the limiting ring 8, it can ensure that the tops of the multiple main steel bars 2 are on the same horizontal line. An installation plate 9 is threadedly connected to the outer surface of the bottom end of each main steel bar 2. Through the setting of the installation plate 9, the main steel bar 2 can be limited to prevent it from moving up and down. Above the bottom plate 1, there are two groups of auxiliary steel bars 3 arranged at equal distances, and there are multiple pouring boxes 4 above the bottom plate 1.
[0032] Please refer to Figure 1 , Figure 2 and Figure 4 , Four reinforcing ribs 5 arranged in a matrix are fixedly connected to the bottom of each pouring box 4. A plurality of arc-shaped through grooves 6 are opened on the inner bottom wall of each pouring box 4. Four connecting grooves 7 arranged in a matrix are opened on the upper surface and the bottom of each pouring box 4. The plurality of reinforcing ribs 5 at the bottom are inserted into the bottom plate 1. Through the insertion of the lower reinforcing ribs 5 into the bottom plate 1, the bottom pouring box 4 can be further limited, facilitating the stacking of the upper pouring boxes 4.
[0033] Please refer to Figure 1 , Figure 2 and Figure 3 , In addition, each auxiliary steel bar 3 is located inside the connecting groove 7 closest to it. Through the setting of the auxiliary steel bar 3 and the connecting groove 7, the front and rear positions of the pouring box 4 can be limited. At the same time, after pouring concrete, the connection strength of the multiple pouring boxes 4 arranged horizontally can be increased. Each pouring box 4 is slidably inserted into the main steel bar 2 closest to it. Through the setting of the main steel bar 2, the verticality of the stacking of the pouring boxes 4 can be ensured, and at the same time, the connection strength of the multiple pouring boxes 4 arranged vertically can be strengthened.
[0034] Please refer to Figure 1 , Figure 2 and Figure 3 , At the same time, a plurality of arc-shaped insertion plates 10 arranged in a circle are installed at the bottom of each installation plate 9. Through the setting of the arc-shaped insertion plates 10, when connecting to the soil, the contact area with the soil can be increased, improving the stability during fixation. A locking ring 11 is threadedly connected to the outer surface of the top end of each main steel bar 2. Through the setting of the locking ring 11, close contact between the pouring boxes 4 can be achieved.
[0035] A reinforcement component of a retaining wall in this embodiment can achieve the insertion of multiple casting boxes 4 through the main steel bars 2 provided, and can limit the left - right movement thereof. Through the secondary steel bars 3 provided, the front - rear position of the casting box 4 can be limited, ensuring the perpendicularity of the casting box 4, effectively improving the stacking speed of the user. Through the locking ring 11 provided, the purpose of the close contact of the casting box 4 can be achieved, and in cooperation with the arc - shaped through - groove 6, it is convenient for the concrete to be poured at one time, effectively improving the convenience of the user. At the same time, in cooperation with the reinforcing rib 5, the connection strength between the casting boxes 4 can be improved, ensuring the overall strength. Through the arc - shaped insertion plate 10 provided, the contact area with the soil can be increased, improving the fixing stability of the overall foundation.
[0036] It should be noted that during the process of pouring concrete, the concrete can move downward through the arc - shaped through - groove 6.
[0037] The working principle of the above - mentioned embodiment is as follows: When in use, connect the main steel bar 2 with the bottom plate 1, then install the mounting plate 9, and connect the bottom end of the main steel bar 2 and the arc - shaped insertion plate 10 with the soil. Subsequently, insert the casting box 4 into the bottom plate 1. When the insertion of multiple casting boxes 4 at the bottom layer is completed, place the secondary steel bar 3 into the connection groove 7, and then build the upper - layer casting box 4, and so on. After the construction is completed, make the casting boxes 4 in close contact through the locking ring 11. Finally, pour concrete into the casting box 4 and cool it to set shape to complete the overall construction.
[0038] It should be noted that in this article, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or sequence between these entities or operations. Moreover, the term "comprising", "including" or any other variant thereof is intended to cover non - exclusive inclusion, so that a process, method, article or device including a series of elements not only includes those elements, but also includes other elements not expressly listed, or also includes elements inherent to such process, method, article or device. Without further limitation, an element defined by the statement "including an..." does not exclude the existence of additional identical elements in the process, method, article or device including the said element.
[0039] Although the embodiments of the present application have been shown and described, for those of ordinary skill in the art, it can be understood that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principle and spirit of the present application. The scope of the present application is defined by the appended claims and their equivalents.
Claims
1. A reinforcement assembly for a retaining wall, comprising a base plate (1), characterized in that: A plurality of main steel bars (2) arranged at equal distances are provided inside the bottom plate (1), two groups of secondary steel bars (3) arranged at equal distances are provided above the bottom plate (1), and a plurality of casting boxes (4) are provided above the bottom plate (1); The bottom of each casting box (4) is fixedly connected to four reinforcing ribs (5) arranged in a matrix, the inner bottom wall of each casting box (4) is provided with a plurality of arc-shaped through grooves (6), and the upper surface and the bottom of each casting box (4) are provided with four connecting grooves (7) arranged in a matrix.
2. A retaining wall reinforcement assembly according to claim 1, characterized in that: Each of the auxiliary steel bars (3) is located inside a connecting groove (7) adjacent thereto.
3. A retaining wall reinforcement assembly according to claim 1, characterized in that: Each of the casting boxes (4) is slidably plugged into the main steel bars (2) adjacent thereto.
4. A retaining wall reinforcement assembly according to claim 1, characterized in that: The outer surface of the bottom end of each main steel bar (2) is fixedly connected to a limiting ring (8).
5. The reinforcement assembly for a retaining wall according to claim 1, characterized in that: The outer surface of the bottom end of each main steel bar (2) is threadedly connected with a mounting plate (9).
6. A reinforcement assembly for a retaining wall according to claim 5, characterized in that: A plurality of arc-shaped insert plates (10) arranged in a circle are installed at the bottom of each installation plate (9).
7. The reinforcement assembly for a retaining wall according to claim 1, characterized in that: The plurality of reinforcing ribs (5) located at the bottom are all plugged into the bottom plate (1).
8. The reinforcement assembly for a retaining wall according to claim 1, characterized in that: A locking ring (11) is threadedly connected to the outer surface of the top end of each main steel bar (2).