Slope drainage pipeline
By designing slope drainage pipelines, the problems of landslides and collapses caused by seepage channels in the cutoff dam were solved, achieving efficient drainage and improved structural stability, and reducing the risk of seepage pressure.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-03-28
- Publication Date
- 2026-03-27
AI Technical Summary
Existing cutoff dam structures pose a risk of landslides and collapses due to the development of seepage channels during mineral resource extraction. Traditional sealing methods have limited drainage capacity and cannot effectively reduce seepage pressure.
Design a slope drainage pipeline, including multiple drainage pipes and positioning devices. The drainage pipes are fan-shaped and the positioning devices are strip structures with positioning notches. The drainage pipes are inserted into the notches, and seepage holes and filter screens are set in the seepage section to enhance drainage capacity.
It significantly improves the drainage efficiency of the cutoff dam slope, reduces seepage pressure, decreases the risk of collapse, and enhances the structural stability of the cutoff dam.
Smart Images

Figure CN224048318U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model belongs to the technical field of seepage dam drainage, and particularly relates to a slope drainage pipeline. BACKGROUND
[0002] In the process of mineral resource exploitation, the stability of the ore heap seepage dam directly affects production safety and ecological environment, and the existing seepage dam structure often appears seepage, and with the continuous development of the seepage passage, the slope body is prone to landslides, collapses and other geological disasters. The traditional technology generally adopts grouting and other forms to block the seepage area, and the drainage capacity of such a mode for seepage water is limited, and with the passage of time, the internal seepage pressure is continuously increased, and the dam body still has the hidden danger of collapse, therefore, it is necessary to improve the drainage efficiency of the seepage dam slope and improve the drainage scheme. CONTENT OF THE UTILITY MODEL
[0003] The utility model aims at overcoming the defects in the prior art, and provides a slope drainage pipeline.
[0004] In order to achieve the above-mentioned purpose, the utility model provides the following technical scheme:
[0005] A slope drainage pipeline comprises a plurality of drainage pipes located in a seepage dam, one end of the plurality of drainage pipes is fan-shaped and diverges, and the other end extends to the surface of the slope of the seepage dam.
[0006] Positioning devices corresponding to the plurality of drainage pipes are arranged at the slope of the seepage dam, the positioning devices are strip-shaped structures extending along the same horizontal line of the seepage dam, positioning notches corresponding to the plurality of drainage pipes extending along the length direction are arranged in the positioning devices, and the plurality of drainage pipes extend into the plurality of positioning notches respectively.
[0007] Preferably, the drainage pipe comprises a drainage section, a seepage section and an over-drilling section, the drainage section extends out of the slope surface of the seepage dam, the seepage section is provided with arrayed seepage holes, and the over-drilling section is provided with a filter screen.
[0008] Preferably, the seepage section is wrapped with geotextile.
[0009] Preferably, the positioning device is a strip-shaped metal plate, and a plurality of positioning notches are arranged on the metal plate.
[0010] Preferably, the positioning device is a long strip-shaped structure welded by steel bars, so as to form the positioning notches corresponding to the drainage pipes by the steel bars.
[0011] Preferably, the drainage pipe passes through the corresponding positioning notches, baffles corresponding to the two sides of the positioning device are arranged on the drainage pipe, and a gap is left between the two baffles and the positioning device.
[0012] Preferably, the positioning device is provided with a plurality of anchor nails extending into the intercepting dam.
[0013] Preferably, a buffer is arranged between the baffle and the strip-shaped frame.
[0014] Beneficial effects: the application optimizes the layout of the drainage pipe, enhances the structural stability and drainage capacity of the intercepting dam, significantly improves the drainage efficiency of the intercepting dam slope, thereby reducing the seepage pressure inside the intercepting dam and the possibility of landslides of the intercepting dam slope. BRIEF DESCRIPTION OF DRAWINGS
[0015] The drawings accompanying the specification of the present application form a part thereof, serve to provide further understanding of the present application, and together with the description of the exemplary embodiments of the present application, serve to explain the present application, and do not constitute an improper limitation of the present application. Among them:
[0016] Figure 1 The installation schematic diagram of the drainage pipe line in the specific embodiment provided by the present application;
[0017] Figure 2 The structural schematic diagram of the drainage pipe line in the specific embodiment provided by the present application;
[0018] Figure 3 The structural schematic diagram of the positioning device in the specific embodiment provided by the present application;
[0019] Figure 4 The structural schematic diagram of the drainage pipe structure in the specific embodiment provided by the present application.
[0020] In the figure: 1, intercepting dam; 2, drainage pipe; 3, positioning device; 4, baffle; 5, positioning notch; 201, drainage section; 202, water seepage section; 203, over-drilling section; 204, filter screen. DETAILED DESCRIPTION
[0021] The technical solutions in the embodiments of the present application will be described clearly and completely below. Obviously, the described embodiments are only a part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art belong to the scope of protection of the present application.
[0022] In the description of this utility model, the terms "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," and "bottom," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used only for the convenience of describing this utility model and do not require that this utility model be constructed and operated in a specific orientation; therefore, they should not be construed as limitations on this utility model. The terms "connected" and "linked" used in this utility model should be interpreted broadly. For example, they can refer to a fixed connection or a detachable connection; they can refer to a direct connection or an indirect connection through intermediate components. Those skilled in the art can understand the specific meaning of the above terms according to the specific circumstances.
[0023] The present invention will now be described in detail with reference to the accompanying drawings and embodiments. It should be noted that, unless otherwise specified, the embodiments and features described herein can be combined with each other.
[0024] like Figures 1-4 As shown, a slope drainage pipeline is provided. The drainage pipeline 2 is located on the outside of the cutoff dam 1 and in the seepage area of the slope, thereby enhancing the structural stability and drainage capacity of the cutoff dam 1, significantly improving the drainage efficiency of the slope of the cutoff dam 1, and reducing the seepage pressure of the cutoff dam 1 through diversion to avoid collapse.
[0025] In this embodiment, the drainage pipe 2 includes multiple drainage pipes 2, which extend into the seepage interception dam 1. The length of the drainage pipe 2 is designed according to the detected seepage range, and the angle can be 15°. In this embodiment, the multiple drainage pipes 2 are located in the same plane, with one end of the multiple drainage pipes 2 fanning out and the other end extending to the slope surface of the seepage interception dam 1, so as to drain the seepage water inside the seepage interception dam 1. A positioning device 3 corresponding to the multiple drainage pipes 2 is provided at the slope of the seepage interception dam 1. The positioning device 3 fixes the end of the multiple drainage pipes 2 that they converge to avoid displacement of the drainage pipes 2 caused by changes in ground stress or settlement inside the seepage interception dam 1. The positioning device 3 is a strip structure extending along the same horizontal line of the seepage interception dam 1, with multiple positioning notches 5 in its length direction. Generally, the positioning device 3 is strip-shaped or square, or if multiple layers of drainage pipes 2 are set, two or more positioning devices 3 can be spliced together. The positioning device 3 is provided with multiple positioning notches 5 corresponding to the multiple positioning notches 5 extending along its length direction, and the multiple drainage pipes 2 extend into the multiple positioning notches 5 respectively. The positioning notch 5 can be square or round.
[0026] In an optional embodiment, the positioning device 3 is embedded in the slope of the seepage interception dam 1 and close to the slope surface. To improve the tightness of the connection with the drainage pipe 2, clay or water-stopping material is filled between the positioning notch 5 and the drainage pipe 2.
[0027] Further, the drainage pipe 2 comprises multiple sections spliced with each other, and the drainage pipe 2 comprises a drainage section 201, a water seepage section 202 and a super-drilling section 203; the drainage section 201 extends to and out of the slope surface; in order to improve the stability of the slope surface, a geotextile layer is arranged on the slope surface, and clay or water-stopping material is filled between the geotextile layer and the drainage pipe 2.
[0028] The water seepage section 202 is provided with arrayed water seepage holes, and the super-drilling section 203 is provided with a filter screen 204.
[0029] A drainage groove corresponding to the outlet of the drainage pipe 2 is arranged on the slope of the cut-off dam 1, and the drainage groove extends to a liquid collecting groove, so that the seeped water is purified, and the environment is prevented from being polluted by the seeped water in the mine heap; further, in order to ensure the filtering capacity, the water seepage section 202 is wrapped with geotextile, so that the gravel in the mine heap is prevented from entering the drainage pipe 2 along with the seeped water.
[0030] In an optional embodiment, the positioning device 3 is a strip-shaped metal plate, and a plurality of positioning notches 5 are formed on the metal plate by cutting; when the positioning notches 5 are circular, the diameter is greater than the diameter of the drainage pipe 2; when the positioning notches 5 are square, the inscribed circle is greater than the diameter of the drainage pipe 2.
[0031] Alternatively, the positioning device 3 is a long strip-shaped structure welded by steel bars, so that the positioning notches 5 corresponding to the drainage pipe 2 are formed by the strip-shaped frame welded by the steel bars.
[0032] In the embodiment, the drainage pipe 2 passes through the corresponding positioning notches 5; in order to prevent the drainage pipe 2 from being displaced in the axial direction, the drainage pipe 2 is provided with baffles 4 corresponding to the two sides of the positioning device 3; a gap is left between the two baffles 4 and the positioning device 3, the gap can facilitate the drainage pipe 2 to be inclined at different angles, and a certain displacement amount is left to ensure the stability of the drainage pipe 2.
[0033] Further, a buffer is arranged between the baffles 4 and the positioning device 3. The buffer can be a spring or a rubber sleeve, the rubber sleeve is sleeved on the drainage pipe 2 and has a diameter greater than that of the positioning notches 5, and the rubber sleeve is provided with an openwork, so that the large deformation capacity can be met, and the drainage pipe 2 can be displaced within a certain range.
[0034] The positioning device 3 is provided with a plurality of anchor nails extending into the cut-off dam 1 to ensure the stability of the positioning device 3.
[0035] The above merely describes the preferred embodiments of the present application and is not used to limit the present application, and any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application is within the protection scope of the pending right claim of the present application.
Claims
1. A side slope drainage pipeline, characterized by, The drainage pipe is arranged in the cut-off dam, one end of the drainage pipe is fan-shaped, and the other end extends to the slope surface of the cut-off dam; The positioning device is arranged on the slope of the cut-off dam and corresponds to the plurality of drainage pipes, the positioning device is a strip-shaped structure extending along the same horizontal line of the cut-off dam, and a plurality of positioning notches extending along the length direction of the positioning device are arranged in the positioning device.
2. The slope drainage piping according to claim 1, characterized by The drainage pipe comprises a drainage section, a water seepage section and an over-drilling section, the drainage section extends out of the slope surface of the cut-off dam, the water seepage section is provided with arrayed water seepage holes, and the over-drilling section is provided with a filter screen.
3. The slope drainage piping according to claim 2, characterized by, The water seepage section is wrapped with a geotextile.
4. The slope drainage conduit of claim 1, wherein, The positioning device is a strip-shaped metal plate, and a plurality of positioning notches are arranged on the metal plate.
5. The slope drainage conduit of claim 1, wherein, The positioning device is a long strip-shaped structure welded by steel bars, so that the positioning notches corresponding to the drainage pipes are formed by the steel bars.
6. A slope drainage conduit according to any one of claims 4 or 5, wherein, The drainage pipe passes through the corresponding positioning notches, and baffles corresponding to the two sides of the positioning device are arranged on the drainage pipe, and a gap is formed between the two baffles and the positioning device.
7. The slope drainage conduit of claim 1, wherein, A plurality of anchor nails extending into the cut-off dam are arranged on the positioning device.
8. The slope drainage conduit of claim 6, wherein, A buffer is arranged between the baffles and the strip-shaped frame.