Plain concrete retaining wall reinforcing structure
By combining anchor pile structure and water-guiding structure, the problems of applicability and aesthetics of plain concrete retaining wall reinforcement are solved, achieving efficient and land-saving retaining wall reinforcement effect.
Patent Information
- Application Number
- CN202422597489.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-28
- Publication Date
- 2025-11-18
- Estimated Expiration
- 2034-10-28
AI Technical Summary
Existing methods for reinforcing plain concrete retaining walls have limited applicability, affect aesthetics, are costly, and are difficult to efficiently increase the height of retaining walls.
The retaining wall is reinforced by using anchor pile structure and water-conducting structure. The combination of anchor body and reinforcing rod is used to increase friction by inserting the anchor pile structure into the soil, and the excess water is discharged through the water-conducting pipe to prevent collapse.
It achieves stable reinforcement of retaining walls without occupying additional land area, is applicable to various retaining walls, and improves reinforcement efficiency and aesthetics.
Smart Images
Figure CN223562196U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the field of reinforcing structure especially a plain concrete retaining wall reinforcing structure. BACKGROUND
[0002] Plain concrete retaining wall is the retaining wall made of plain concrete, and the plain concrete is a structure made of non-reinforced or non-stressed reinforced concrete, which is commonly used in small retaining walls. When the height of the retaining wall needs to be increased due to changes in circumstances, the plain concrete may be subjected to excessive lateral force and may collapse. If the retaining wall is demolished and rebuilt, not only the cost is high, but also the efficiency is low. The existing method is to reinforce the plain concrete retaining wall.
[0003] However, the existing technology generally increases the supporting wall or installs the inclined support bracket to reinforce the plain concrete retaining wall. This method may occupy the building area on the other side of the original retaining wall, may not be applicable to some retaining walls, and may also affect the overall appearance.
[0004] Therefore, the utility model provides a plain concrete retaining wall reinforcing structure. UTILITY MODEL CONTENTS
[0005] In view of the problems existing in the prior art, the utility model is proposed.
[0006] Therefore, the utility model solves the technical problem of small applicability and affecting the appearance of the existing plain concrete retaining wall reinforcing device.
[0007] To solve the above technical problems, the utility model provides the following technical scheme: a plain concrete retaining wall reinforcing structure, comprising,
[0008] The anchor pile structure comprises an anchor body, the inside of the anchor body is distributed with mounting hole blocks, the inside of the mounting hole blocks is movably mounted with a limiting assembly, one end of the anchor body is mounted with a soil breaking cone;
[0009] The water guide structure comprises a connecting block, the inside of the connecting block is movably mounted with a water guide pipe, the surface of the water guide pipe is provided with a water collecting port, one end of the water guide pipe is mounted with a pipe end, the inside of the water guide pipe is provided with a through hole, one side of the connecting block is mounted with a mounting block, and the mounting block is fixedly connected with the anchor body;
[0010] The reinforcing structure comprises a reinforcing rod, and the reinforcing rod is mounted on both sides of the connecting block.
[0011] As a preferred scheme of the plain concrete retaining wall reinforcing structure, the limiting assembly further comprises a spike block, the outer surface of the spike block is distributed with a clamping block, one end of the spike block is movably mounted with a rolling ball, and a rubber pad is added to the contact surface of the spike block.
[0012] As a preferred scheme of the reinforced structure of the plain concrete retaining wall, the reinforcing rod is provided with a sliding groove, an expansion bolt is movably arranged on the surface of the sliding groove, and one end of the reinforcing rod is connected with the connecting block through the mounting assembly.
[0013] As a preferred scheme of the reinforced structure of the plain concrete retaining wall, the reinforcing rod is provided with a sliding groove, an expansion bolt is movably arranged on the surface of the sliding groove, and one end of the reinforcing rod is connected with the connecting block through the mounting assembly.
[0014] As a preferred scheme of the reinforced structure of the plain concrete retaining wall, the reinforcing rod is provided with a sliding groove, an expansion bolt is movably arranged on the surface of the sliding groove, and one end of the reinforcing rod is connected with the connecting block through the mounting assembly.
[0015] The beneficial effects of the present application are as follows: the device can be inserted into the soil by using the anchor pile structure, and is fixed by using the friction of the soil, so that the retaining wall is pulled by the reinforcing structure on both sides to avoid collapse, and the number of the device can be increased according to the area of the retaining wall, which can be applied to various plain concrete retaining walls, and the device is inserted into the soil to reinforce the plain concrete retaining wall without occupying additional land area, and the excess water in the soil can be discharged to the other side of the soil through the water guide pipe to avoid the problem of collapse caused by excessive water content in the soil. BRIEF DESCRIPTION OF DRAWINGS
[0016] In order to more clearly illustrate the technical scheme of the embodiments of the present application, the following will briefly introduce the drawings needed to be used in the embodiment description. Obviously, the drawings in the following description are only some embodiments of the present application, and other drawings can be obtained by those skilled in the art without creative labor. Among them:
[0017] Figure 1 The overall structure schematic diagram of an embodiment provided by the present application;
[0018] Figure 2 The overall structure schematic diagram of an embodiment provided by the present application;
[0019] Figure 3 The structure schematic diagram of a water guide structure of an embodiment provided by the present application;
[0020] Figure 4 The structure schematic diagram of a water guide structure of an embodiment provided by the present application;
[0021] In the figure: 100, anchor pile structure; 101, anchor body; 102, mounting hole block; 103, limiting assembly; 103a, thorn block; 103b, clamping block; 103c, rolling ball; 103d, rubber pad; 104, soil breaking cone; 200, water guide structure; 201, connecting block; 202, water guide pipe; 203, water collecting port; 204, pipe end; 205, through hole; 206, mounting block; 300, reinforcing structure; 301, reinforcing rod; 302, sliding groove; 303, expansion bolt; 304, mounting assembly. DETAILED DESCRIPTION
[0022] In order to make the above-mentioned purposes, features and advantages of the present application more apparent and easy to understand, the specific embodiments of the present application will be described in detail below with reference to the accompanying drawings.
[0023] In the following description, many specific details are set forth in order to provide a thorough understanding of the present application, but the present application can be practiced in other ways different from those described herein, and those skilled in the art can make similar generalizations without departing from the connotation of the present application, therefore the present application is not limited by the specific embodiments disclosed below.
[0024] Secondly, the present application is described in detail in combination with the schematic diagram, in the detailed description of the embodiments of the present application, for the convenience of description, the cross-sectional view of the device structure will be partially enlarged without general proportion, and the schematic diagram is only an example, which should not limit the scope of protection of the present application here. In addition, the three-dimensional spatial dimensions of length, width and depth should be included in actual manufacture.
[0025] Thirdly, the "one embodiment" or "embodiment" referred to herein means that the specific features, structures or characteristics can be included in at least one implementation of the present application. In this specification, "in one embodiment" appearing in different places does not mean the same embodiment, nor is it an independent or alternative embodiment that excludes other embodiments.
[0026] Embodiment 1
[0027] Reference Figures 1-4 The present embodiment provides a reinforced structure of plain concrete retaining wall, comprising,
[0028] The anchor pile structure 100 comprises an anchor body 101, the inner part of the anchor body 101 is provided with a mounting hole block 102, the inside of the mounting hole block 102 movably mounts a limiting assembly 103, the limiting assembly 103 further comprises a spike block 103a, the spike block 103a can be ejected by a top-out device into the soil, thereby increasing the contact area of the anchor body 101 with the soil and increasing the friction, the outer surface of the spike block 103a is provided with a clamping block 103b, the clamping block 103b can not only increase the surface area of the spike block 103a, one end of the spike block 103a movably mounts a rolling ball 103c, the rolling ball 103c can facilitate the entry of the water guide pipe 202 into the device, thereby avoiding the problem of bending of the spike block 103a due to excessive force, the contact surface of the spike block 103a and the 102 is provided with a rubber pad 103d, the rubber pad 103d increases the friction, thereby avoiding the problem of sliding during movement, one end of the anchor body 101 is provided with a soil breaking cone 104, the soil breaking cone 104 adopts a conical design, which can reduce the difficulty of the device entering the soil pile, the soil breaking cone 104 is made of aluminum alloy, one end of the limiting assembly 103 adopts a conical design;
[0029] The water guide structure 200 comprises a connecting block 201, the inner side of the connecting block 201 movably mounts a water guide pipe 202, the surface of the water guide pipe 202 is provided with a water collecting port 203, one end of the water guide pipe 202 is provided with a reduced pipe end 204, the reduced pipe end 204 adopts a conical closing design, which can better enter the inside of the anchor body 101, the inner side of the water guide pipe 202 is provided with a through hole 205, the through hole 205 facilitates the outflow of water from the device, one side of the connecting block 201 is provided with a mounting block 206, the mounting block 206 is fixedly connected with the anchor body 101;
[0030] The reinforcing structure 300 comprises a reinforcing rod 301, the reinforcing rod 301 is mounted on both sides of the connecting block 201, the reinforcing rod 301 is provided with a sliding groove 302, the sliding groove 302 can adjust the position of the expansion bolt 303, the sliding groove 302 movably sets the expansion bolt 303 on the surface, the expansion bolt 303 fixes the device on the retaining wall, one end of the reinforcing rod 301 is connected with the connecting block 201 through a mounting assembly 304, the mounting assembly 304 adopts a bolt and nut connection, the mounting assembly 304 and the connecting block 201 are detachable, the mounting assembly 304 can mount more reinforcing rods 301.
[0031] The embodiment has the following working process: first, punching is performed on the retaining wall, then the anchor body 101 of the device is inserted from the hole, then the water guide pipe 202 is inserted into the connecting block 201 of the device, when the water guide pipe 202 enters the device, the rolling ball 103c at one end of the spike block 103a is squeezed, under the squeezing of the water guide pipe 202, the spike block 103a is stretched out of the device and enters the outside of the anchor body 101, when the water guide pipe 202 completely enters the device, the reinforcing structure 300 on both sides can be mounted, then the expansion bolt 303 on both sides is mounted according to the requirement.
[0032] It is important to note that the construction and arrangements of the application shown in the various exemplary embodiments are illustrative only. Although only a few embodiments have been described in detail in this disclosure, those skilled in the art who review this disclosure will readily appreciate that many modifications can be made to the embodiments without departing from the novel teachings and advantages of the subject matter described herein (e.g., variations in sizes, dimensions, structures, shapes and proportions of the various elements, values of parameters, mounting arrangements, use of materials, colors, orientations, locations, and the like). For example, the elements shown as integrally formed can be constructed of multiple parts or elements, the position of elements can be reversed or otherwise varied, and the nature or number of elements or positions can be modified or changed. Accordingly, all such modifications are intended to be included within the scope of the present inventive subject matter. The order or sequence of any process or method steps can be varied or re-sequenced without departing from the subject matter described herein. Any "open / closed" claims are intended to encompass the structure described herein, and not just the structure equivalent, but also the equivalent structure. Other substitutions, modifications, changes, and omissions can be made in the design, operating conditions, and arrangement of the exemplary embodiments without departing from the scope of the present inventive subject matter. Accordingly, the present inventive subject matter is not limited to particular embodiments described, but extends to various modifications that nevertheless fall within the scope of the appended claims.
[0033] Furthermore, in order to provide a concise description of the exemplary embodiments, not all features of an actual implementation can be described (i.e., those pertaining to the
[0034] It is to be understood that in the development of any actual implementation, as in any engineering or design project, numerous implementation-specific decisions can be made. Such development efforts can inevitably lead to a solution that is somewhat different from those solutions suggested by the disclosure, although the basic underlying principles would not be changed. Modifications can be made to the disclosure as described herein without departing from the scope of the inventive concept.
[0035] It should be noted that the above-mentioned embodiments are only used to illustrate the technical solutions of the present application but not to limit the present application, and although the present application is described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the present application can be modified or equivalently replaced without departing from the spirit and scope of the technical solutions of the present application, and all should be included in the scope of the claims of the present application.
Claims
1. A reinforcement structure for a plain concrete retaining wall, characterized in that: include, An anchor pile structure (100) includes an anchor body (101), wherein mounting holes (102) are distributed inside the anchor body (101), and a limiting component (103) is movably installed inside the mounting holes (102), and a soil-breaking cone (104) is installed at one end of the anchor body (101). A water guiding structure (200) includes a connecting block (201), a water guiding pipe (202) is movably installed on the inner side of the connecting block (201), a water collection port (203) is provided on the surface of the water guiding pipe (202), a constriction end (204) is installed at one end of the water guiding pipe (202), a through hole (205) is provided on the inner side of the water guiding pipe (202), and an installation block (206) is installed on one side of the connecting block (201), and the installation block (206) is fixedly connected to the anchor body (101); The reinforcing structure (300) includes reinforcing rods (301) mounted on both sides of the connecting block (201).
2. The plain concrete retaining wall reinforcement structure according to claim 1, characterized in that: The limiting component (103) also includes a spike (103a), the outer surface of which is distributed with locking blocks (103b), a ball (103c) is movably mounted on one end of the spike (103a), and a rubber pad (103d) is added to the contact surface between the spike (103a) and (102).
3. The plain concrete retaining wall reinforcement structure according to claim 1, characterized in that: The reinforcing rod (301) is provided with a groove (302), and an expansion bolt (303) is movably provided on the surface of the groove (302). One end of the reinforcing rod (301) is connected to the connecting block (201) through an installation assembly (304).
4. The plain concrete retaining wall reinforcement structure according to claim 1, characterized in that: The ground-breaking cone (104) is made of aluminum alloy, and one end of the limiting component (103) is tapered.
5. The plain concrete retaining wall reinforcement structure according to claim 3, characterized in that: The mounting assembly (304) is connected by bolts and nuts, and the mounting assembly (304) and the connecting block (201) are detachable.