Slope retaining wall combined drop energy dissipation structure
The combined design of slope waterfalls, retaining wall water pipes and energy dissipation pools solves the water scouring problem in traditional slope drainage design, achieves slope stability and retaining wall protection, and ensures slope safety.
Patent Information
- Application Number
- CN202422974889.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-04
- Publication Date
- 2025-10-17
- Estimated Expiration
- 2034-12-04
AI Technical Summary
In traditional slope design, drainage design is often neglected, resulting in excessive water content inside the slope, weakening stability and potentially causing disasters such as landslides. In addition, large water flows can scour the slope foot, affecting stability.
A combined waterfall energy dissipation structure for a slope retaining wall is designed, including a slope waterfall, a retaining wall water guide pipe, and an energy dissipation pool. Through the combination of the slope waterfall trough, energy dissipation steps, and water guide pipe, water is guided to the outside of the energy dissipation pool for discharge, dissipating water flow energy and reducing scouring of the slope.
Effectively drain surface water, reduce the impact of water flow on slopes, protect slope stability, reduce soil erosion, improve retaining wall stability, and prevent soil softening.
Smart Images
Figure CN223446192U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model belongs to geotechnical engineering technical field, and specifically relates to a slope retaining wall combination water fall energy dissipation structure. BACKGROUND
[0002] In the field of geotechnical engineering, the stability of the slope is directly related to the safety and service life of the project. The traditional slope design mainly focuses on the mechanical stability, that is, through reasonable slope, reinforcement measures and support structure to ensure that the slope will not slide or collapse due to gravity. However, practice shows that it is not enough to only ensure the mechanical stability, and the drainage design also plays a decisive role in the long-term stability of the slope. However, in the conventional slope design, the drainage design is often ignored, which may lead to high water content in the internal soil of the slope, and the high water content will reduce the shear strength of the soil and increase the pore water pressure of the soil, thereby weakening the stability of the slope. In addition, high water content may also cause the deformation of the slope to intensify, and even cause slope failure, such as landslides, mudslides and other disasters.
[0003] In order to solve the above problems, the traditional slope drainage design usually sets a drainage ditch on the slope surface to collect and discharge surface water. However, when the water flow in the drainage ditch is too large, it will cause erosion to the soil at the slope toe or to the retaining wall at the slope toe, and will also affect the stability of the slope to some extent.
[0004] Therefore, there is a need for a slope retaining wall combination water fall energy dissipation structure that can effectively discharge surface water outside the slope range and ensure the stability of the slope. SUMMARY
[0005] The utility model aims at providing a slope retaining wall combination water fall energy dissipation structure that can effectively discharge surface water outside the slope range and ensure the stability of the slope.
[0006] To achieve the above-mentioned purpose, the utility model adopts the technical scheme of:
[0007] A slope retaining wall combination water fall energy dissipation structure, comprising a slope surface water fall arranged along the inclined direction of the slope surface, a retaining wall water guide pipe arranged inside the retaining wall at the slope toe and inclined downward, and an energy dissipation pool arranged outside the retaining wall and buried in the soil below the slope toe. The upper and lower ends of the retaining wall water guide pipe are respectively connected with the lower end of the slope surface water fall and the side wall of the energy dissipation pool close to the retaining wall. The side walls on the front and rear sides of the energy dissipation pool are respectively provided with a slope toe drainage ditch in communication with the inside thereof, and the slope toe drainage ditch is arranged along the length direction of the slope toe of the retaining wall.
[0008] The further improvement in the technical scheme of the utility model lies in that: the slope water-drop comprises a water-drop groove opened along the slope direction of the slope surface, and a plurality of energy dissipation steps arranged uniformly along the slope direction in the water-drop groove and an energy dissipation platform arranged at the bottom of the last energy dissipation step.
[0009] The further improvement in the technical scheme of the utility model lies in that: the upper and lower ends of the retaining wall water guide pipe are integrally formed with a bell mouth and an elbow respectively; the retaining wall water guide pipe is connected with the energy dissipation platform of the slope water-drop through the bell mouth at the upper end, and the elbow at the lower end of the retaining wall water guide pipe is connected with the side wall of the energy dissipation pool near the retaining wall through a drainage cross pipe; the drainage cross pipe is perpendicular to the slope toe drainage ditch on the front and back sides of the energy dissipation pool in the horizontal direction.
[0010] The further improvement in the technical scheme of the utility model lies in that: the caliber of the bell mouth of the retaining wall water guide pipe is larger than the width of the water-drop groove; the retaining wall water guide pipe can adopt cast iron pipe or PVC pipe.
[0011] Thanks to the above technical scheme, the utility model has the following technical progress:
[0012] The slope retaining wall combined water-drop energy dissipation structure can effectively concentrate the slope surface and slope top runoff out of the slope range, guide the water flow and dissipate the water flow energy, reduce the influence of the surface water on the slope, and ensure the stability of the slope.
[0013] The slope water-drop adopted by the utility model effectively slows down the water flow speed, reduces the water and soil loss, and protects the stability of the slope through the design of the water-drop groove and the energy dissipation step.
[0014] The retaining wall water guide pipe adopted by the utility model can smoothly guide the water flow through the design of the bell mouth and the elbow, avoids the direct scouring of the water flow on the foundation of the retaining wall, and thus improves the stability of the retaining wall.
[0015] The energy dissipation pool adopted by the utility model can effectively dissipate the energy of the water flow, reduces the scouring of the water flow on the downstream soil body through the falling and diffusion of the water flow.
[0016] The slope toe drainage adopted by the utility model can timely drain the accumulated water in the energy dissipation pool, prevent the accumulated water from causing adverse influence on the foundation of the retaining wall, and also helps to keep the soil body behind the retaining wall dry and prevent the soil body from softening. DRAWINGS
[0017] Figure 1 is the structure schematic view of the water-drop energy dissipation structure of the utility model;
[0018] Figure 2 is the structure schematic view of the slope water-drop of the utility model;
[0019] Figure 3It is the assembly schematic view of the retaining wall water guide pipe, the energy dissipation pool and the slope foot drainage ditch of the utility model;
[0020] Figure 4 It is the structure schematic view of the retaining wall water guide pipe of the utility model;
[0021] Wherein, 1, slope water fall, 1-1, water fall groove, 1-2, energy dissipation step, 1-3, energy dissipation platform, 2, retaining wall water guide pipe, 3, drainage cross pipe, 4, energy dissipation pool, 5, slope foot drainage ditch, 6, horn mouth, 7, elbow, 8, slope, 9, retaining wall. DETAILED DESCRIPTION
[0022] The utility model will be further explained in detail in combination with examples:
[0023] As Figures 1-3 The utility model provides a slope retaining wall combination water fall energy dissipation structure, including slope water fall 1, retaining wall water guide pipe 2 and energy dissipation pool 4. Specifically, slope water fall 1 is located on the slope surface of slope 8 and is arranged along the inclination direction of the slope surface of slope 8. Retaining wall water guide pipe 2 is arranged in the inside of retaining wall 9 at the slope foot of slope 8, and retaining wall water guide pipe 2 is arranged downwardly. Energy dissipation pool 4 is located on the outside of retaining wall 9, and energy dissipation pool 4 is buried in the soil below the slope foot of retaining wall 9, that is, below the ground level, and energy dissipation pool 4 can adopt concrete pouring. Wherein, the upper end of retaining wall water guide pipe 2 is connected with the lower end of slope water fall 1, the lower end of retaining wall water guide pipe 2 is connected with the side wall of energy dissipation pool 4 close to the side of retaining wall 9, and simultaneously, the side walls on the front and back sides of energy dissipation pool 4 are respectively provided with slope foot drainage ditch 5 in communication with the inside thereof, preferably, slope foot drainage ditch 5 is arranged along the length direction of the slope foot of retaining wall 9.
[0024] When draining, slope water fall 1 can effectively guide the water flow on the slope surface of slope 8 into retaining wall water guide pipe 2, reduce water and soil loss and erosion on the slope surface of slope 8, retaining wall water guide pipe 2 can guide the water flow of slope water fall 1 into energy dissipation pool 4, and the water flow in energy dissipation pool 4 is drained by slope foot drainage ditch 5, thereby effectively dissipating the energy of water flow and reducing the scouring of water flow on the slope foot of slope 8 and the slope foot of retaining wall 9, by combining slope water fall 1, retaining wall water guide pipe 2 and energy dissipation pool 4, the purpose of slope drainage and energy dissipation is effectively realized.
[0025] Specifically, the slope water drop 1 comprises a water drop groove 1-1 and a plurality of energy dissipation steps 1-2 and energy dissipation platforms 1-3 arranged in the water drop groove 1-1, wherein the water drop groove 1-1 is arranged along the slope direction of the slope 8, the plurality of energy dissipation steps 1-2 are arranged in the water drop groove 1-1 and evenly arranged along the slope direction of the water drop groove 1-1, the size of the energy dissipation steps 1-2 is determined by the catchment area and the flow size, and the energy dissipation platforms 1-3 are arranged at the bottom of the last energy dissipation step 1-2, i.e. the energy dissipation platforms 1-3 are arranged at the bottom of the lowest energy dissipation step 1-2.
[0026] Further, as shown in Figure 4 the upper and lower ends of the retaining wall water guide pipe 2 are integrally formed with a bell mouth 6 and an elbow 7 respectively, the retaining wall water guide pipe 2 is connected with the energy dissipation platform 1-3 of the slope water drop 1 through the bell mouth 6 at the upper end, and the elbow 7 at the lower end of the retaining wall water guide pipe 2 is connected with the side wall of the energy dissipation pool 4 close to the retaining wall 9 through a drainage cross pipe 3, and the drainage cross pipe 3 is perpendicular to the slope toe drainage ditch 5 at the front and back sides of the energy dissipation pool 4 in the horizontal direction. Preferably, the diameter of the bell mouth 6 at the upper end of the retaining wall water guide pipe 2 is slightly larger than the width of the water drop groove 1-1, and the retaining wall water guide pipe 2 can be a cast iron pipe or a PVC pipe.
[0027] It can be understood that the utility model is described through some embodiments, and those skilled in the art know that various changes or equivalent replacements can be made to these features and embodiments without departing from the spirit and scope of the utility model. In addition, under the guidance of the utility model, these features and embodiments can be modified to adapt to specific conditions and materials without departing from the spirit and scope of the utility model. Therefore, the utility model is not limited by the specific embodiments disclosed herein, and all embodiments falling within the scope of the claims of the present application belong to the scope protected by the utility model.
Claims
1. A slope retaining wall combined with a waterfall energy dissipation structure, characterized by: The utility model comprises a slope drop (1) arranged along the inclination direction of the slope surface of the side slope (8), a retaining wall water pipe (2) arranged inside the retaining wall (9) at the foot of the side slope (8) and inclined downward, and an energy dissipation pool (4) located outside the retaining wall (9) and buried in the soil below the foot of the slope, wherein the upper and lower ends of the retaining wall water pipe (2) are respectively connected to the lower end of the slope drop (1) and the side wall of the energy dissipation pool (4) close to the retaining wall (9); the side walls on the front and rear sides of the energy dissipation pool (4) are respectively provided with a slope foot drainage ditch (5) connected to the interior thereof, and the slope foot drainage ditch (5) is arranged along the length direction of the slope foot of the retaining wall (9).
2. The slope retaining wall combined waterfall energy dissipation structure according to claim 1, characterized in that: The slope waterfall (1) comprises a waterfall trough (1-1) opened along the inclination direction of the slope (8), a plurality of energy dissipation steps (1-2) arranged in the waterfall trough (1-1) and evenly arranged along the inclination direction thereof, and an energy dissipation platform (1-3) arranged at the bottom of the last energy dissipation step (1-2).
3. The slope retaining wall combined waterfall energy dissipation structure according to claim 2, characterized in that: The upper and lower ends of the retaining wall water pipe (2) are respectively integrally formed with a bell mouth (6) and an elbow (7); the retaining wall water pipe (2) is connected to the energy dissipation platform (1-3) of the slope waterfall (1) through the bell mouth (6) at its upper end, and the elbow (7) at the lower end of the retaining wall water pipe (2) is connected to the side wall of the energy dissipation pool (4) close to the retaining wall (9) through the drainage transverse pipe (3); the drainage transverse pipe (3) and the slope foot drainage ditch (5) on the front and rear sides of the energy dissipation pool (4) are perpendicular in the horizontal direction.
4. The slope retaining wall combined waterfall energy dissipation structure according to claim 3, characterized in that: The diameter of the bell mouth (6) at the upper end of the retaining wall water pipe (2) is larger than the width of the drop chute (1-1); the retaining wall water pipe (2) can be a cast iron pipe or a PVC pipe.