Anti-blocking slope drain pipe and construction method thereof
By using a combined structure of fine rock water filter layer, inner water filter plate, sponge water filter layer and outer water filter plate in the slope drainage pipe, the problem of easy blockage of existing water drainage pipes is solved, achieving more efficient water drainage and safer slope support.
Patent Information
- Application Number
- CN202510362397.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-03-26
- Publication Date
- 2025-05-27
AI Technical Summary
During the installation and use of existing slope drainage pipes, the drainage effect is easily reduced due to damage to non-woven fabrics, and the permeable holes are easily blocked by the soil, affecting the safety of slope support.
A anti-blocking slope drainage pipe was designed, and a combined structure of fine stone water filter layer, inner water filter plate, sponge water filter layer and outer water filter plate was used to replace traditional non-woven packaging to reduce the risk of blockage. The inclined layout and specific water filter layer thickness design are used to ensure the effective drainage function of the drainage pipe.
It effectively prevents the damage and blockage of non-woven fabrics, improves the drainage effect of slope drainage holes, enhances the safety of slope support, simplifies the construction process, and improves construction efficiency.
Smart Images

Figure CN120042223A_ABST
Abstract
Description
Technical Field
[0001] This application belongs to the technical field of slope construction, and particularly relates to a clogging-proof slope drain pipe and its construction method. Background Art
[0002] With the increasing development of construction projects, slope projects can be seen everywhere in various engineering projects. The safety and stability of slope support are very important. Since water damage is fatal to the stability of the slope structure, drain pipes are usually set on the slope support during slope support to timely drain the water in the soil body after slope support through the drain pipes, avoid the influence of water damage, and increase the stability of slope support.
[0003] The construction method of the existing drain pipe is as follows: First, use a drill to drill a hole at the designed installation position of the drain pipe, use a perforated pvc pipe as the main body of the drain pipe, and then insert the pvc pipe wrapped with non-woven fabric into the drilled hole to play the role of draining water, that is, the installation of the drain pipe is completed.
[0004] However, the construction method of the existing drain pipe has the following deficiencies: 1. When the drain pipe is inserted into the drilled hole, the non-woven fabric wrapped outside is easily damaged by the friction of the hole wall, resulting in a sharp decline in the drainage effect of the drain pipe. And because the aperture of the water-permeable hole of the drain pipe is small, it may even cause the holes of the pvc pipe to be blocked by the soil body and unable to effectively drain the water in the soil body, affecting the support safety of the slope; 2. After the drain pipe is installed, since the non-woven fabric is in direct contact with the soil body and the pores on the non-woven fabric are small, the soil body is easy to block the pores of the non-woven fabric, reducing the drainage effect and affecting the support safety of the slope.
[0005] Therefore, a construction method of a drain pipe that does not damage the non-woven fabric during installation and reduces blockage during use is needed. Summary of the Invention
[0006] The purpose of this application is as follows: This application provides a clogging-proof slope drain pipe and its construction method, which is applied to the installation of the drain pipe in the slope drain hole to solve the problem that the drain pipe is easily blocked during the construction of the existing slope shotcrete support.
[0007] The purpose of this application is achieved through the following technical solutions:
[0008] A clogging-proof slope drain pipe includes a slope soil body, and an inclined drain pipe body is provided on the slope soil body. The inner end of the drain pipe body is inserted into the slope soil body, and the outer end of the drain pipe body extends out of the slope soil body. The drain pipe body is sequentially provided with a fine stone water filtration layer, an inner filter water plate, a sponge water filtration layer, and an outer filter water plate from the inside to the outside.
[0009] Further, the inclination angle of the drain pipe body is 10-20°.
[0010] Further, the drain pipe body is made of PVC material.
[0011] Further, the drain pipe body includes a percolation pipe section at the inner end and a direct penetration pipe section at the outer end. The percolation pipe section is connected to the direct penetration pipe section. A fine stone water filtration layer is provided inside the percolation pipe section, and an inner water filtration plate, a sponge water filtration layer, and an outer water filtration plate are provided inside the direct penetration pipe section.
[0012] Further, the percolation pipe section has a structure with a closed inner end and an open outer end. Water permeable holes are provided on the pipe wall and the rear end sealing plate of the percolation pipe section. The direct penetration pipe section has a structure with both inner and outer ends open.
[0013] Further, the percolation pipe section is connected to the direct penetration pipe section by threads.
[0014] Further, the inner water filtration plate and the outer water filtration plate are plastic plates with water filtration holes, and the inner water filtration plate and the outer water filtration plate are detachably fixed inside the drain pipe body.
[0015] Further, the thickness of the fine stone water filtration layer is 150 - 250 mm, the thickness of the inner water filtration plate and the outer water filtration plate is 5 - 15 mm, and the thickness of the sponge water filtration layer is 50 - 110 mm.
[0016] Further, a shotcrete surface is provided on the slope surface of the slope soil body, and the outer end of the drain pipe body extends out of the shotcrete surface.
[0017] A construction method of an anti - clogging slope drain pipe, using the above - mentioned anti - clogging slope drain pipe, further includes the following steps:
[0018] Step S01, drilling a hole with a drill: Using a drill to perform hole - forming operation for the drain hole on the slope soil body;
[0019] Step S02, installing the pipe body: Installing the drain pipe body into the drain hole;
[0020] Step S03, fixing the pipe body: Fixing the outer end of the drain pipe body and blocking the pipe orifice at the outer end of the drain pipe body;
[0021] Step S04, shotcreting: Performing shotcreting operation on the slope surface of the slope soil body.
[0022] Further, in step S01, according to the construction drawings, lay out the position of the drain pipe body on the slope soil body, move the drill to its position, and keep the drill inclined along the hole - forming angle. Then start the drill to make the drill bit penetrate into the slope soil body. The drill cuttings are stored in the soil bin of the drill bit. When the drill bit penetrates to the set depth, stop drilling and form the hole.
[0023] Further, in step S03, use transparent tape to block the pipe orifice at the outer end of the drain pipe body.
[0024] This application combines the construction technology of slope drainage holes to optimize the design concept of traditional drain pipes, and designs an anti-blocking slope drain pipe and its construction method to ensure the normal operation of the drainage function of the drain pipe during the use of the slope.
[0025] Beneficial effects of this application:
[0026] 1. The manufacturing method of the anti-blocking drain pipe is simple, the operation is convenient, and the on-site use saves the investment in manpower and instruments.
[0027] 2. The on-site installation is simple and convenient to use, effectively improving the drainage effect of the slope drainage holes.
[0028] 3. It has strong operability, can ensure that the drain pipe is not blocked, and can be flexibly installed to ensure the convenience of rectifying subsequent construction problems.
[0029] 4. The processing raw materials are easy to obtain, the processing is simple, and the forming effect is good.
[0030] 5. Improve the installation efficiency of the drain pipe, save the construction period, and have a relatively wide promotion and application value in similar construction technologies.
[0031] The main solution of the foregoing application and its various further alternative solutions can be freely combined to form multiple solutions, all of which are solutions that can be adopted and claimed by this application; and in this application, (each non-conflicting option) options can be freely combined with each other and with other options. Those skilled in the art can understand that there are various combinations according to the prior art and common general knowledge after understanding the solution of this application, all of which are the technical solutions to be protected by this application, and will not be enumerated here. Brief Description of the Drawings
[0032] Figure 1 It is a structural schematic diagram of this application.
[0033] In the figure: 1-slope soil body, 2-drain pipe body, 3-fine stone filter layer, 4-inner filter plate, 5-sponge filter layer, 6-outer filter plate, 7-sprayed concrete surface, 201-percolation pipe section, 202-direct penetration pipe section. Specific Embodiments
[0034] The following non-limiting embodiments are used to illustrate this application.
[0035] Embodiment 1
[0036] Refer to Figure 1 As shown, an anti-blocking slope drain pipe includes a slope soil body 1, a drain pipe body 2, a fine stone filter layer 3, an inner filter plate 4, a sponge filter layer 5, an outer filter plate 6 and a sprayed concrete surface 7.
[0037] An inclined drain pipe body 2 is provided on the slope soil body 1 to ensure that the accumulated water in the pipe flows downward. The inner end of the drain pipe body 2 is inserted into the slope soil body 1, and the outer end of the drain pipe body 2 extends out of the slope soil body 1, so as to drain the accumulated water in the slope soil body 1 to the outside of the slope.
[0038] The drain pipe body 2 is successively provided with a fine stone water filtration layer 3, an inner side water filtration plate 4, a sponge water filtration layer 5 and an outer side water filtration plate 6 from the inside to the outside. The water in the slope soil body enters the fine stone water filtration layer through the drain pipe body, then enters the sponge water filtration layer through the inner side water filtration plate, and finally flows out through the outer side water filtration plate into the long straight pipe section.
[0039] That is, this drain pipe optimizes the non-woven fabric wrapped outside the traditional drain pipe. The sponge water filtration layer and the fine stone water filtration layer of the drain pipe are used to replace the non-woven fabric wrapped outside the traditional drain pipe. The pores of the fine stone water filtration layer are much larger than those of the non-woven fabric, realizing preliminary water filtration and drainage, and then secondary water filtration and drainage through the sponge water filtration layer. The drain pipe is not easy to be blocked during use.
[0040] The inclination angle of the drain pipe body 2 is 10-20°, preferably 15°, to ensure the self-flow of the water inside the pipe under gravity. The drain pipe body 2 is made of PVC material, which is strong and durable when buried in the soil. At the same time, the cost is low and it is easy to process and manufacture.
[0041] The drain pipe body 2 includes a filtration pipe section 201 at the inner end and a straight-through pipe section 202 at the outer end. The filtration pipe section 201 is connected to the straight-through pipe section 202. Preferably, the filtration pipe section 201 is connected to the straight-through pipe section 202 by threads, which is convenient for the connection and assembly of the two pipe sections and is also convenient for arranging each water filtration layer therein.
[0042] The filtration pipe section 201 has a structure with a closed inner end and an open outer end. The pipe wall and the rear end sealing plate of the filtration pipe section 201 are both provided with water permeable holes, and the aperture of the water permeable holes is much larger than that of the non-woven fabric, which can greatly reduce the blockage of sand and soil in the water permeable holes and ensure the passage and penetration of seepage.
[0043] A fine stone water filtration layer 3 is provided inside the filtration pipe section 201. The density of the traditional non-woven fabric is small, and it is easy to be blocked when directly contacting the soil body, especially fine sand. This drain pipe uses the fine stone water filtration layer as the first filtration layer, and its pores are much larger than those of the non-woven fabric, which is equivalent to filtering the sand and soil once and greatly alleviating the blockage problem caused by sand and soil.
[0044] The straight-through pipe section 202 has a structure with both inner and outer ends open, preferably a long straight pipe section. The straight-through pipe section 202 is provided with an inner side water filtration plate 4, a sponge water filtration layer 5 and an outer side water filtration plate 6 inside. The water filtration plate has a certain water filtration and seepage effect, and at the same time limits the fine stone water filtration layer 3 at the inner end and the sponge water filtration layer 5 in the middle to ensure the stability of the overall structure. The pores of the sponge water filtration layer 5 are small, and after the first filtration, secondary fine filtration is carried out.
[0045] The inner water filter plate 4 and the outer water filter plate 6 are plastic plates with water filter holes. The inner water filter plate 4 and the outer water filter plate 6 are detachably fixed in the drain pipe body 2. Preferably, the water filter plates are fixed by threads to achieve the disassembly function of the water filter plates from the outside. If the inside of the drain pipe is blocked, the water filter plates can be removed from the outside and the sponge water filter layer can be replaced, thus solving the problem of blockage of the drain pipe.
[0046] The thickness of the fine stone water filter layer 3 is 150 - 250 mm, preferably 200 mm. The thickness of the inner water filter plate 4 and the outer water filter plate 6 is 5 - 15 mm, preferably 10 mm. The thickness of the sponge water filter layer 5 is 50 - 110 mm, preferably 80 mm. The total length of the drain pipe body 2 is 400 - 800, preferably 600 mm, to meet specific construction requirements.
[0047] The slope surface of the slope soil body 1 is provided with a shotcrete surface 7. The outer end of the drain pipe body 2 extends out of the shotcrete surface 7, and the shotcrete surface 7 is used to reinforce the slope surface.
[0048] Embodiment 2
[0049] Reference Figure 1 As shown, a construction method of an anti-blocking slope drain pipe uses the anti-blocking slope drain pipe of Embodiment 1 and further includes the following steps: Step S01, drilling holes with a drill: Use a drill to perform hole-forming operations for drain holes on the slope soil body 1.
[0050] In Step S01, according to the construction drawings, lay out the position of the drain pipe body 2 on the slope soil body 1, move the drill into position, and keep the drill inclined along the hole-forming angle. Then start the drill to make the drill bit drill into the slope soil body 1. The drill cuttings are stored in the soil bin of the drill bit. When the drill bit drills to the set depth, stop drilling and form a hole.
[0051] Step S02, installing the pipe body: Install the drain pipe body 2 into the drain hole.
[0052] Step S03, fixing the pipe body: Fix the outer end of the drain pipe body 2 and seal the pipe orifice at the outer end of the drain pipe body 2 to prevent the shotcrete from blocking the pipe body.
[0053] In Step S03, seal the pipe orifice at the outer end of the drain pipe body 2 with transparent tape.
[0054] Step S04, shotcreting: Perform shotcreting operations on the slope surface of the slope soil body 1.
[0055] The foregoing basic examples and their respective further selected examples of the present application can be freely combined to form multiple embodiments, all of which are embodiments that can be adopted and claimed in the present application. In the solution of the present application, each selected example can be arbitrarily combined with any basic example and selected example.
[0056] The above are only the preferred embodiments of the present application and are not intended to limit the present application. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present application shall be included within the protection scope of the present application.
Claims
1. An anti-blocking slope drainage pipe, comprising a slope soil body (1), characterized in that: The slope soil body (1) is provided with an inclined drainage pipe body (2), the inner end of the drainage pipe body (2) is inserted into the slope soil body (1), and the outer end of the drainage pipe body (2) extends out of the slope soil body (1). The drainage pipe body (2) is sequentially provided with a fine stone water filter layer (3), an inner water filter plate (4), a sponge water filter layer (5) and an outer water filter plate (6) from the inside to the outside.
2. The anti-clogging slope drain pipe according to claim 1, characterized in that: The inclination angle of the drain pipe body (2) is 10-20°; the drain pipe body (2) is made of PVC material.
3. The anti-clogging slope drain pipe according to claim 1 or 2, characterized in that: The drainage pipe body (2) comprises a percolation pipe section (201) at the inner end and a straight permeation pipe section (202) at the outer end. The percolation pipe section (201) is connected to the straight permeation pipe section (202). A fine stone water filter layer (3) is provided in the percolation pipe section (201). An inner water filter plate (4), a sponge water filter layer (5) and an outer water filter plate (6) are provided in the straight permeation pipe section (202).
4. The anti-clogging slope drain pipe according to claim 3 is characterized by: The infiltration pipe section (201) is a structure with a closed inner end and an open outer end. The pipe wall and the rear end sealing plate of the infiltration pipe section (201) are both provided with water permeable holes. The straight through pipe section (202) is a structure with open inner and outer ends.
5. The anti-clogging slope drain pipe according to claim 3, characterized in that: The infiltration pipe section (201) is connected to the straight pipe section (202) via threads.
6. The anti-clogging slope drain pipe according to claim 1, characterized in that: The inner water filter plate (4) and the outer water filter plate (6) are plastic plates with water filter holes. The inner water filter plate (4) and the outer water filter plate (6) are detachably fixed in the drain pipe body (2).
7. The anti-clogging slope drain pipe according to claim 1, characterized in that: The thickness of the fine stone water filter layer (3) is 150-250 mm, the thickness of the inner water filter plate (4) and the outer water filter plate (6) is 5-15 mm, and the thickness of the sponge water filter layer (5) is 50-110 mm.
8. The anti-clogging slope drain pipe according to claim 1, characterized in that: The slope surface of the slope soil body (1) is provided with a sprayed concrete surface (7), and the outer end of the drainage pipe body (2) extends out of the sprayed concrete surface (7).
9. A construction method for preventing clogging of a slope drainage pipe, characterized in that: The anti-clogging slope drain pipe according to any one of claims 1 to 8 further comprises the following steps: Step S01, drilling holes: using a drilling machine to drill drainage holes on the slope soil (1); Step S02, pipe body installation: installing the drain pipe body (2) into the drain hole; Step S03, fixing the pipe body: fixing the outer end of the drain pipe body (2) and sealing the pipe opening at the outer end of the drain pipe body (2); Step S04, concrete spraying: performing concrete spraying operation on the slope surface of the slope soil body (1).
10. The construction method of the anti-clogging slope drain pipe according to claim 9, characterized in that: In step S01, according to the construction drawing, the position of the drainage pipe body (2) is laid out on the slope soil (1), the drilling rig is moved into position, and the drilling rig is kept tilted along the hole forming angle, and then the drilling rig is started, so that the drill bit drills into the slope soil (1), and the drill residue is stored in the soil bin of the drill bit. When the drill bit reaches the set depth, the drilling is stopped and the hole is formed; In step S03, a transparent tape is used to seal the pipe opening at the outer end of the drain pipe body (2).