A retaining wall structure for slope treatment
By setting up a structure in which wall one and wall two cooperate with each other in the slope retaining wall, and combining the design of water inlet holes, cavities, drainage holes and filter screens, the problem of insufficient wall strength caused by rainwater infiltration in the existing technology is solved, and a retaining wall structure with high stability and permeability is achieved.
Patent Information
- Application Number
- CN202423242044.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-26
- Publication Date
- 2025-11-25
- Estimated Expiration
- 2034-12-26
AI Technical Summary
While existing slope retaining walls allow rainwater to permeate, their insufficient strength leads to structural instability.
A retaining wall structure was designed, comprising two walls that work together. By incorporating water inlets, cavities, drainage holes, and drainage channels, along with filters and reinforcement measures, the stability and permeability of the wall are enhanced.
It effectively increases the strength and permeability of the retaining wall, reduces soil erosion, and improves the stability and reliability of slope treatment.
Smart Images

Figure CN223593419U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the technical field of slope treatment, specifically to a retaining wall structure for slope treatment. BACKGROUND
[0002] Slope refers to the slope surface with a certain slope made on both sides of the roadbed to ensure the stability of the roadbed. Retaining wall refers to the structure supporting the roadbed fill or the soil body of the hillside to prevent the deformation and instability of the fill or the soil body. In the cross section of the retaining wall, the part in direct contact with the supported soil body is called the wall back; the part opposite to the wall back and in the air is called the wall surface; the part 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] According to the utility model CN221218883U, a frost heaving prevention and drainage retaining wall for a water-rich slope, a layer of gravel is arranged on the outer side of the wall back side of the retaining wall body, the lower side of the bottom, and the outer side of the part below the slope bottom ground. The arrangement of the gravel layer allows the underground water on the wall back side of the retaining wall to pass through the retaining wall from below to the front of the wall surface side and be discharged outside before the underground water freezes in winter, effectively reducing the water accumulation on the wall back side of the retaining wall. When the soil body freezes in winter, the frost heaving effect of the soil body adjacent to the side of the retaining wall can be greatly inhibited due to the presence of the gravel layer, the harm of soil frost heaving to the wall body is avoided to the greatest extent, the structural stability is better, and the reliability is higher.
[0004] However, the existing slope retaining wall is provided with various drainage holes and drainage pipes on the wall body to facilitate the penetration and outflow of rainwater, or uses the gravel in the above-mentioned comparative document for penetration. Although the above-mentioned measures ensure the rainwater penetration, the strength of the wall body is greatly affected, so a new retaining wall structure is proposed to combine with the slope treatment. Utility model content
[0005] (I) Technical problem solved
[0006] In view of the deficiencies of the prior art, the utility model provides a retaining wall structure for slope treatment, which has the advantages of high stability and solves the problem of low strength of the retaining wall under the condition of ensuring rainwater penetration.
[0007] (II) Technical scheme
[0008] To achieve the above object, the utility model provides the following technical scheme: A retaining wall structure for slope treatment, including slope structure, the slope structure includes: the turf layer is provided with on the top of slope body, the retaining structure is provided on the slope structure, the retaining structure includes: wall body one is provided with on one side of the slope body, the cavity is opened in the inside of wall body one, the water inlet hole is opened in the lateral wall of wall body one, and it is communicated with the cavity, the drain hole is opened in the lateral wall of wall body one, and it is communicated with the cavity, wall body two is provided with on one side of wall body one, the drain is opened in the lateral wall of wall body two, and it is communicated with the drain hole, the drainage ditch is provided with on the lateral wall of wall body two, the filter screen is provided with on the top of drainage ditch.
[0009] In some embodiments, the inside of the drain is provided with a baffle.
[0010] In some embodiments, the wall body two is a trapezoidal structure, and a reinforcing nail is arranged between the wall body two and the wall body one.
[0011] In some embodiments, the top of the wall body two is provided with a retaining wall.
[0012] In some embodiments, the outer wall of the wall body one is provided with a plate body, and a reinforcing rib is arranged between the plate body and the wall body one.
[0013] In some embodiments, a sand layer is arranged between the slope body and the plate body.
[0014] In some embodiments, the inside of the wall body one is provided with a column body.
[0015] In some embodiments, the top of the slope body is provided with vegetation and a protective net.
[0016] (Three) beneficial effects
[0017] Compared with the prior art, the utility model provides a retaining wall structure for slope treatment, has the following beneficial effects:
[0018] The retaining wall structure, when rainwater flows down on the slope body, flows between the slope body and the wall body one, then infiltrates, and extends from the water inlet hole of the wall body one, flows into the cavity, and is discharged from the drain hole to the drain of the wall body two, and then flows out from the drain, flows into the drainage ditch, the filter screen blocks the gravel from entering the drainage ditch, the wall body two and the wall body one cooperate with each other to increase the strength of the retaining wall structure, and the turf layer reduces water and soil loss. ACCURACY OF DRAWINGS
[0019] Figure 1 For the utility model Figure 1 ;
[0020] Figure 2The utility model discloses a three-dimensional Figure 2 ;
[0021] Figure 3 The utility model discloses a wall one sectional structure schematic diagram.
[0022] In the drawing,
[0023] 1, slope structure, 11, slope body, 12, turf layer, 13, sand and stone layer, 14, vegetation, 15, protective net,
[0024] 2, retaining structure, 21, wall one, 22, cavity, 221, water inlet, 222, drainage hole, 23, wall two, 231, retaining wall, 24, drainage channel, 241, baffle, 25, drainage canal, 251, filter screen, 26, reinforcing nail, 27, column body, 28, board body, 281, reinforcing rib. DETAILED DESCRIPTION
[0025] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments of the present application. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative work fall within the scope of protection of the present application.
[0026] It should be noted that all directional indications in the embodiments of the present application are only used to explain the relative position relationship, movement condition and the like between components in a certain specific posture, and if the specific posture changes, the directional indications also change accordingly.
[0027] In the present application, unless otherwise explicitly specified and limited, the terms "connection", "fixation" and the like should be understood in a broad sense, for example, "fixation" can be fixed connection, or detachable connection, or integral; can be mechanical connection, or electrical connection; can be directly connected, or indirectly connected through an intermediate medium; can be the internal communication of two elements or the interaction relationship between two elements, unless otherwise explicitly limited. For those skilled in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.
[0028] In addition, the descriptions such as "first", "second" and the like in the present application are only for the purpose of description, and cannot be understood as indicating or implying the relative importance of the technical features indicated or implying the number of technical features indicated. Therefore, the features defined as "first", "second" can be explicitly or implicitly included at least one of the features. In addition, the technical solutions of various embodiments can be combined with each other, but it must be based on the realization of ordinary skilled in the art, when the combination of technical solutions appears contradictory or unachievable, it should be considered that the combination of technical solutions does not exist, nor within the protection scope required by the present application.
[0029] In the related art, in order to facilitate the penetration and outflow of rainwater, various drainage holes are opened on the wall body to install drainage pipes, or the above-mentioned gravel is used for penetration. Although the above-mentioned methods ensure the pre-trial of rainwater, the strength of the wall body is greatly affected.
[0030] In order to solve the problems in the related art to some extent, the present application provides a retaining wall structure for slope treatment. When it is needed to use, only the wall body 21 and the wall body 23 are cooperated to increase the stability and water permeability of the wall body.
[0031] The present application will be described below in conjunction with the drawings and specific embodiments:
[0032] In conjunction with Figures 1-3 , the present application provides a retaining wall structure for slope treatment, comprising a slope structure 1; the slope structure 1 comprises: a turf layer 12 arranged on the top of a slope body 11; a retaining structure 2 arranged on the slope structure 1, the retaining structure 2 comprises: a wall body 21 arranged on one side of the slope body 11; a cavity 22 arranged in the interior of the wall body 21; a water inlet hole 221 arranged on the outer side wall of the wall body 21 and communicated with the cavity 22; a drainage hole 222 arranged on the outer side wall of the wall body 21 and communicated with the cavity 22; a wall body 23 arranged on one side of the wall body 21; a drainage channel 24 arranged on the outer side wall of the wall body 23 and communicated with the drainage hole 222; a drainage ditch 25 arranged on the outer side wall of the wall body 23; and a filter screen 251 arranged on the top of the drainage ditch 25.
[0033] In use, when the rainwater flows down on the slope body 11, it flows between the slope body 11 and the wall body 21, then infiltrates, and extends out of the water inlet hole 221 of the wall body 21, flows into the cavity 22, and is discharged from the drainage hole 222 to the drainage channel 24 of the wall body 23, and then flows out of the drainage channel 24 and into the drainage ditch 25. The filter screen 251 blocks the gravel from entering the drainage ditch 25. The wall body 23 and the wall body 21 cooperate to increase the strength of the retaining wall structure. The turf layer 12 reduces the loss of water and soil.
[0034] In some embodiments, the interior of the drain 24 is provided with a baffle 241. The baffle 241 increases the strength of the drain 24 in the interior of the drain 24, and serves as a support.
[0035] In some embodiments, the wall body two 23 is in a trapezoidal structure, and is provided with reinforcing nails 26 between the wall body two 23 and the wall body one 21. The wall body two 23 in a trapezoidal structure has stronger stability than the wall body in a rectangular structure.
[0036] In some embodiments, the top of the wall body two 23 is provided with a retaining wall 231. The retaining wall 231 is used to block rolling stones.
[0037] In some embodiments, the outer wall of the wall body one 21 is provided with a plate body 28, and the plate body 28 is provided with reinforcing ribs 281 between the plate body 28 and the wall body one 21. The plate body 28 is located at the bottom of the slope body 11, and cooperates with the wall body one 21 through the reinforcing ribs 281, thereby further strengthening the stability of the wall body one 21.
[0038] In some embodiments, a sandstone layer 13 is provided between the slope body 11 and the plate body 28. The sandstone layer 13 is located at one side of the water inlet hole 221, and facilitates the penetration of rainwater.
[0039] In some embodiments, the interior of the wall body one 21 is provided with a column body 27. The column body 27 is located in the interior of the cavity 22, and increases the strength of the wall body one 21.
[0040] In some embodiments, the top of the slope body 11 is provided with vegetation 14 and a protective net 15. The vegetation 14 increases the firmness of the soil at the water inlet hole 221, and the protective net 15 further reduces the loss of water and soil.
[0041] In the description of the present specification, the description of the terms "one embodiment", "some embodiments", "an example", "a specific example", "some examples" and the like means that the specific features, structures, materials or characteristics described in connection with the embodiment or example are included in at least one embodiment or example of the present application. In the present specification, the illustrative description of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner. In addition, those skilled in the art can combine and combine different embodiments or examples described in the specification.
[0042] In addition, the technical solutions of each embodiment can be combined with each other, but it must be based on the realization of the ordinary skilled in the art, when the combination of technical solutions appears contradictory or cannot be realized, it should be considered that the combination of technical solutions does not exist, also not within the protection scope required by the present application.
[0043] While the embodiments of the present application have been illustrated and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the spirit and scope of the application, which is defined by the appended claims and their equivalents.
Claims
1. A retaining wall structure for slope stabilization, comprising a slope structure (1); said slope structure (1) comprising: The slope (11) has a turf layer (12) on top; The feature is that a retaining structure (2) is provided on the slope structure (1), and the retaining structure (2) includes: Wall 1 (21) is located on one side of the slope (11); A cavity (22) is formed inside the wall (21); A water inlet (221) is provided on the outer side wall of the wall (21) and communicates with the cavity (22); A drainage hole (222) is provided on the outer side wall of the wall (21) and communicates with the cavity (22); Wall 2 (23) is located on one side of wall 1 (21); A drainage channel (24) is provided on the outer side wall of the second wall (23) and is connected to the drainage hole (222); Drainage ditch (25) is provided on the outer side wall of the second wall (23); A filter screen (251) is provided on top of the drainage ditch (25).
2. The retaining wall structure for slope stabilization according to claim 1, characterized in that: The drainage channel (24) is equipped with a baffle (241).
3. A retaining wall structure for slope stabilization according to claim 1, characterized in that: The second wall (23) has a trapezoidal structure and is provided with reinforcing nails (26) between it and the first wall (21).
4. A retaining wall structure for slope stabilization according to claim 3, characterized in that: A retaining wall (231) is provided on the top of the second wall (23).
5. A retaining wall structure for slope stabilization according to claim 1, characterized in that: The outer wall of the first wall (21) is provided with a plate (28), and a reinforcing rib (281) is provided between the plate (28) and the first wall (21).
6. A retaining wall structure for slope stabilization according to claim 5, characterized in that: A layer of sand and gravel (13) is provided between the slope (11) and the slab (28).
7. A retaining wall structure for slope stabilization according to claim 1, characterized in that: The interior of the wall (21) is provided with a column (27).
8. A retaining wall structure for slope stabilization according to claim 7, characterized in that: The top of the slope (11) is covered with vegetation (14) and a protective net (15).
Citation Information
Patent Citations
Frost heaving prevention drainage retaining wall for water-rich slope
CN221218883U