拆卸式泄水管
The detachable drainage pipe structure solves the problems of insufficient drainage efficiency and easy blockage of existing drainage pipes, achieving efficient drainage and simplified maintenance, and ensuring the safety, stability and economy of foundation pit and slope engineering.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- CCCC FOURTH HARBOR ENG CO LTD
- Filing Date
- 2025-07-25
- Publication Date
- 2026-07-17
Smart Images

Figure CN224514187U_ABST
Abstract
Claims
1. A detachable downspout, comprising: include: A sand-free concrete pipe (100) is provided with a cavity (110) along its axial direction. An insertion end (120) is provided at the end of the sand-free concrete pipe (100). The opening of the cavity (110) is opened in a direction away from the insertion end (120). An outer tube (200) is fixedly inserted into the cavity (110). The outer tube (200) is coaxially arranged with the sand-free concrete pipe (100). The outer tube (200) has a plurality of first through holes (210) evenly opened on its body. The inner tube (300) is detachably inserted into the outer tube (200). The inner tube (300) is coaxially arranged with the sand-free concrete pipe (100). The inner tube (300) has a plurality of second through holes (310) evenly opened in its body. Geotextile (400) is wrapped around the outside of the inner tube (300) and is located between the inner tube (300) and the outer tube (200).
2. The removable downspout of claim 1, wherein, One end of the inner tube (300) abuts against the insertion end (120), and the other end extends out of the opening of the outer tube (200) and extends away from the insertion end (120).
3. The removable downspout of claim 1, wherein, The sand-free concrete pipe (100) adopts a sand-free concrete formula meeting wherein, D cn35 is a pore size value corresponding to a cumulative percentage of 35% on a sand-free concrete limited pore size distribution curve, d 85 is a particle size value corresponding to a cumulative percentage of 85% on a stratum soil particle grading curve.
4. The removable downspout of claim 1, wherein, The geotextile (400) covers the body of the inner tube (300) and the open end of the inner tube (300) near the insertion end (120).
5. The removable downspout of claim 1, wherein, The first through hole (210) is a long rectangular shape extending along the axial direction of the outer tube (200), and the second through hole (310) is circular.
6. The removable downspout of claim 1, wherein, The opening ratio of the outer tube (200) is greater than that of the inner tube (300).
7. The removable downspout of claim 1, wherein, The insertion end (120) has a flat bottom structure.
8. The removable downspout of claim 7, wherein, The thickness of the insertion end (120) is the same as the wall thickness of the sand-free concrete pipe (100).
9. The removable downspout of claim 1, wherein, The insertion end (120) has a tapered structure.