High cutting embedded drainage structure
By designing a high road cutting embedded drainage structure, the combination of horizontal drainage pipes, vertical drainage pipes and bent pipe section drainage pipes is used to solve the problems of lateral displacement and instability of the soil caused by groundwater in the high road cutting support structure, and effectively improves drainage and soil stability.
Patent Information
- Application Number
- CN202421586925.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-05
- Publication Date
- 2025-04-15
- Estimated Expiration
- 2034-07-05
AI Technical Summary
In the high road cutting support structure, the pressure of groundwater and soil void water causes lateral displacement and instability of the soil.
A high-road cutting embedded drainage structure is designed, including horizontal drainage pipes, vertical drainage pipes and bent pipe section drainage pipes. Groundwater is collected through drainage holes on the horizontal drainage pipes, introduced into vertical drainage pipes, and finally discharged through the bent pipe section drainage pipes to reduce the water pressure in the soil pore.
Effectively eliminate potential groundwater, reduce soil pore water pressure, and prevent lateral displacement and instability of the soil.
Smart Images

Figure CN222758656U_ABST
Abstract
Description
Technical Field
[0001] The utility model patent relates to the technical field of drainage structures, and specifically, to a high road cutting embedded drainage structure. Background Art
[0002] A vertical high cutting support structure is a structural system used to support earthworks with high slopes or deep excavations. Its main purpose is to provide support for soil stability and ensure safety during construction. In construction projects such as roads, bridges, slopes and underground projects, deep excavations may be required to place foundations or construct underground spaces.
[0003] The drainage system in the vertical high cutting support structure needs to remove potential groundwater and reduce the pore water pressure of the soil to prevent lateral displacement and instability of the soil. Utility Model Content
[0004] The utility model aims to provide a high road cutting embedded drainage structure, aiming to solve the problem of lateral displacement and instability of earthwork caused by pore water pressure of groundwater and soil in the high road cutting support structure in the prior art.
[0005] The utility model is implemented as follows: an embedded drainage structure for a high road cutting comprises a drainage structure main body, wherein the drainage structure main body comprises a horizontal drainage pipe, a vertical drainage pipe and a curved pipe section drainage pipe, the upper and lower ends of the vertical drainage pipe are connected with a tee pipe, the two tee pipes are connected with a horizontal drainage pipe, the bottom of the tee pipe at the bottom of the vertical drainage pipe is connected with a curved pipe section drainage pipe, and a plurality of drainage holes are evenly opened on the horizontal drainage pipe.
[0006] Preferably, the diameter of the plurality of drainage holes on the horizontal drainage pipe is 8 mm.
[0007] Preferably, the diameter of the horizontal drain pipe is 100 mm, the diameter of the vertical drain pipe is 150 mm, and the length of the horizontal drain pipe is 1 m.
[0008] Preferably, the spacing between the plurality of drainage holes on the horizontal drainage pipe is 50m.
[0009] Preferably, the horizontal drainage pipe is surrounded by two layers of non-woven fabric wrapped with gravel of 30 mm in diameter.
[0010] Preferably, the horizontal drain pipe, vertical drain pipe, elbow drain pipe and tee pipe in the drainage structure are all made of PVC.
[0011] Preferably, a docking groove is provided at the open end of the three-way pipe, and the diameter of the docking groove is the same as the outer diameter of the vertical drain pipe and the horizontal drain pipe.
[0012] Preferably, three L-shaped docking grooves are evenly opened in the docking groove along the circumferential direction, and three L-shaped docking blocks are evenly arranged along the circumferential direction on the docking surface between the vertical drain pipe or the horizontal drain pipe and the docking groove.
[0013] Preferably, a reset groove is provided on the inner wall at the bottom of the L-shaped docking groove, a movable top block is slidably arranged in the reset groove, a reset spring is arranged in the reset groove, one end of the reset spring is installed on the inner wall of the reset groove, and the other end of the reset spring is installed on the movable top block, and a limiting hole adapted to the movable top block is provided at the bottom of the L-shaped docking block.
[0014] Preferably, the top end of the movable top block is spherical, and the bottom diameter of the movable top block is larger than the opening end diameter of the reset slide groove.
[0015] Compared with the prior art, the high road cutting embedded drainage structure provided by the utility model can collect groundwater or moisture in the surrounding soil through a number of drainage holes on the horizontal drainage pipe through the mutual cooperation of the horizontal drainage pipe, the vertical drainage pipe and the curved pipe section drainage pipe, and introduce the moisture into the vertical drainage pipe through the horizontal drainage pipe, and finally discharge it through the curved pipe section drainage pipe, thereby eliminating potential groundwater and reducing the pore water pressure of the soil, preventing lateral displacement and instability of the earth. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] Figure 1 It is a schematic diagram of the overall structure of the high road cutting embedded drainage structure provided by the utility model;
[0017] Figure 2 It is a cross-sectional structural diagram of the horizontal drainage pipe and the vertical drainage pipe of the high road cutting embedded drainage structure provided by the utility model;
[0018] Figure 3 It is a structural schematic diagram of an L-shaped docking block and an L-shaped docking groove of a high road cutting embedded drainage structure provided by the utility model;
[0019] Figure 4 It is a schematic cross-sectional structure diagram of an L-shaped docking block and an L-shaped docking groove and other structures of a high-cut embedded drainage structure provided by the utility model;
[0020] Figure 5 The utility model provides a high road cutting embedded drainage structure. Figure 4 A schematic diagram of the enlarged structure in the middle.
[0021] Description of reference numerals:
[0022] 1. Drainage structure; 2. Horizontal drain pipe; 3. Drain hole; 4. Vertical drain pipe; 5. Bend section drain pipe; 6. Tee pipe; 7. L-shaped docking block; 8. Docking groove; 9. L-shaped docking groove. DETAILED DESCRIPTION
[0023] In order to make the purpose, technical solution and advantages of the utility model more clear, the utility model is further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the utility model and are not used to limit the utility model.
[0024] The implementation of the present utility model is described in detail below in conjunction with specific embodiments.
[0025] The same or similar numbers in the drawings of this embodiment correspond to the same or similar parts; in the description of the present utility model, it should be understood that if the terms "upper", "lower", "left", "right" and the like indicate directions or positional relationships based on the directions or positional relationships shown in the drawings, it is only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific direction, be constructed and operated in a specific direction. Therefore, the terms describing the positional relationship in the drawings are only used for illustrative purposes and cannot be understood as limitations on this patent. For ordinary technicians in this field, the specific meanings of the above terms can be understood according to specific circumstances.
[0026] Reference Figure 1-5 As shown, it is a preferred embodiment provided by the utility model.
[0027] The embedded drainage structure of a high road cutting includes a main body of the drainage structure 1, which includes a horizontal drainage pipe 2, a vertical drainage pipe 4 and a curved pipe section drainage pipe 5. The upper and lower ends of the vertical drainage pipe 4 are connected with tees 6, and the two tees 6 are connected with the horizontal drainage pipe 2. The bottom of the tee 6 at the bottom of the vertical drainage pipe 4 is connected with the curved pipe section drainage pipe 5, and a plurality of drainage holes 3 are evenly opened on the horizontal drainage pipe 2.
[0028] Specifically, in this embodiment, the diameter of the plurality of drainage holes 3 on the horizontal drainage pipe 2 is 8 mm.
[0029] Specifically, in this embodiment, the diameter of the horizontal drainage pipe 2 is 100 mm, the diameter of the vertical drainage pipe 4 is 150 mm, and the length of the horizontal drainage pipe 2 is 1 m.
[0030] Specifically, in this embodiment, the spacing between the plurality of drainage holes 3 on the horizontal drainage pipe 2 is 50m.
[0031] Specifically, in this embodiment, the four sides of the horizontal drainage pipe 2 are wrapped with two layers of non-woven fabrics with gravel of 30 mm in diameter.
[0032] By providing 30 mm gravel wrapped in non-woven fabric, the soil around the horizontal drainage pipe 2 can be filtered, so that the moisture in the soil can enter the horizontal drainage pipe 2 through filtration, preventing debris particles in the soil from entering the drainage hole 3 and causing blockage.
[0033] Specifically, in this embodiment, the horizontal drainage pipe 2, the vertical drainage pipe 4, the curved section drainage pipe 5 and the three-way pipe 6 in the drainage structure 1 are all made of PVC.
[0034] Specifically, in the present embodiment, a docking groove 8 is provided at the open end of each of the three-way pipes 6 , and the diameter of the docking groove 8 is the same as the outer diameter of the vertical drain pipe 4 and the horizontal drain pipe 2 .
[0035] Specifically, in this embodiment, three L-shaped docking grooves 9 are evenly opened in the docking groove 8 along the circumferential direction, and three L-shaped docking blocks 7 are evenly arranged along the circumferential direction on the docking surface between the vertical drain pipe 4 or the horizontal drain pipe 2 and the docking groove 8.
[0036] Through the mutual cooperation between the L-shaped docking groove 9 and the L-shaped docking block 7, when the vertical drain pipe 4 or the horizontal drain pipe 2 is docked with the three-way pipe 6, the L-shaped docking block 7 on the vertical drain pipe 4 or the horizontal drain pipe 2 can be inserted into the L-shaped docking block 7 on the docking groove 8 and rotated a certain angle in the clockwise direction, so as to realize the connection and locking between the L-shaped docking block 7 and the L-shaped docking groove 9, thereby achieving the purpose of convenient docking, and glue can be applied in the docking groove 8 before connection to ensure subsequent waterproofness and connection stability.
[0037] Specifically, in the present embodiment, a reset groove 11 is provided on the inner wall at the bottom of the L-shaped docking groove 9, a movable top block 13 is slidably arranged in the reset groove 11, a reset spring 12 is arranged in the reset groove 11, one end of the reset spring 12 is mounted on the inner wall of the reset groove 11, and the other end of the reset spring 12 is mounted on the movable top block 13, a limiting hole 10 adapted to the movable top block 13 is provided at the bottom of the L-shaped docking block 7, the top end of the movable top block 13 is spherical, and the bottom diameter of the movable top block 13 is larger than the opening end diameter of the reset groove 11.
[0038] By arranging structures such as the movable top block 13, the return spring 12 and the limiting hole 10, when the L-shaped docking block 7 and the L-shaped docking groove 9 are connected and locked, the movable top block 13 can be squeezed by the L-shaped docking block 7 and the movable top block 13 can be retracted into the return slide groove 11. When the L-shaped docking block 7 and the L-shaped docking groove 9 are docked, the movable top block 13 will be aligned with the limiting hole 10. At this time, the elastic potential energy of the return spring 12 can push the movable top block 13 to be inserted into the limiting hole 10 at the bottom of the L-shaped docking block 7, thereby further improving the connection stability between the vertical drain pipe 4 or the horizontal drain pipe 2 and the three-way pipe 6.
[0039] The above are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the protection scope of the present invention.
Claims
1. High cutting embedded drainage structure, characterized in that: It includes a drainage structure body, which includes a horizontal drainage pipe, a vertical drainage pipe and a curved pipe section drainage pipe. The upper and lower ends of the vertical drainage pipe are connected with tees, and the two tees are connected with horizontal drainage pipes. The bottom of the tee at the bottom of the vertical drainage pipe is connected with the curved pipe section drainage pipe, and a number of drainage holes are evenly opened on the horizontal drainage pipe.
2. The high road cutting embedded drainage structure according to claim 1, characterized in that: The diameter of the plurality of drainage holes on the horizontal drainage pipe is 8 mm.
3. The high road cutting embedded drainage structure according to claim 1, characterized in that: The diameter of the horizontal drain pipe is 100 mm, the diameter of the vertical drain pipe is 150 mm, and the length of the horizontal drain pipe is 1 m.
4. The high road cutting embedded drainage structure according to claim 1, characterized in that: The spacing between the plurality of drainage holes on the horizontal drainage pipe is 50m.
5. The high cutting embedded drainage structure according to claim 1, characterized in that: The horizontal drainage pipe is surrounded by two layers of non-woven fabrics wrapped with gravel of 30 mm in diameter.
6. The high road cutting embedded drainage structure according to claim 1, characterized in that: The horizontal drainage pipe, vertical drainage pipe, curved pipe section drainage pipe and three-way pipe in the drainage structure are all made of PVC.
7. The high road cutting embedded drainage structure according to claim 1, characterized in that: The opening ends of the three-way pipes are all provided with docking grooves, and the diameter of the docking grooves is the same as the outer diameters of the vertical drainage pipe and the horizontal drainage pipe.
8. The high road cutting embedded drainage structure according to claim 7, characterized in that: Three L-shaped docking grooves are evenly arranged in the circumferential direction in the docking groove, and three L-shaped docking blocks are evenly arranged in the circumferential direction on the docking surface between the vertical drain pipe or the horizontal drain pipe and the docking groove.
9. The high road cutting embedded drainage structure according to claim 8, characterized in that: A reset slide groove is provided on the inner wall at the bottom of the L-shaped docking groove, a movable top block is slidably arranged in the reset slide groove, a reset spring is arranged in the reset slide groove, one end of the reset spring is installed on the inner wall of the reset slide groove, and the other end of the reset spring is installed on the movable top block, and a limiting hole adapted to the movable top block is provided at the bottom of the L-shaped docking block.
10. The high cutting embedded drainage structure according to claim 9, characterized in that: The top end of the movable top block is spherical, and the bottom diameter of the movable top block is larger than the opening end diameter of the reset slide groove.