Sewage treatment horizontal pipe precipitation system
By designing a horizontal pipe sedimentation system for wastewater treatment, and utilizing a combination of agitator and water distribution grid, the wastewater and flocculant are fully mixed, solving the problem of low wastewater sedimentation efficiency, improving sedimentation effect, and saving space.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-04-09
- Publication Date
- 2026-04-10
AI Technical Summary
In existing wastewater treatment sedimentation tanks, the wastewater and flocculant are not mixed sufficiently, resulting in poor sedimentation efficiency and effectiveness.
Design a horizontal pipe sedimentation system for wastewater treatment, including a sedimentation tank, a mixing drum, a water distribution grid, and a horizontal sedimentation pipe. The system is divided into an inlet chamber, a water distribution chamber, a sedimentation chamber, and an outlet chamber by a partition. Water passage holes and a water distribution grid are provided to achieve full mixing of wastewater and flocculant and particle coagulation.
It improves the mixing effect of wastewater and flocculant, accelerates particle coagulation speed, enhances sedimentation efficiency and effect, and has a compact structure with a small footprint.
Smart Images

Figure CN224105635U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to sewage treatment technical field, concretely relates to a sewage treatment horizontal pipe sedimentation system. BACKGROUND
[0002] In the sewage treatment process, flocculation and sedimentation separation is the key link of removing suspended solid impurities in sewage. Common sedimentation tanks include horizontal flow sedimentation tank, inclined plate sedimentation tank, inclined tube sedimentation tank and the like, and these sedimentation tanks all have respective advantages, but all have a disadvantage: the fullness of sewage mixed with flocculants is poor, which affects the efficiency and effect of sewage sedimentation to some extent. SUMMARY
[0003] In order to overcome the deficiencies in the prior art, the utility model aims at providing a sewage treatment horizontal pipe sedimentation system to improve the efficiency and effect of sewage flocculation and sedimentation separation.
[0004] The utility model solves the above problems through the following technical means:
[0005] A sewage treatment horizontal pipe sedimentation system, comprising a sedimentation tank and a hopper arranged at the bottom of the sedimentation tank, wherein the sedimentation tank is divided into a water inlet cavity, a water distribution cavity, a sedimentation cavity and a water outlet cavity by a partition plate, the partition plate is provided with water flow holes for making water flow through the water inlet cavity, the water distribution cavity, the sedimentation cavity and the water outlet cavity in turn, and at least one layer of water distribution grating is arranged in the water distribution cavity.
[0006] Further, a stirring cylinder is further included, the side wall of the stirring cylinder is connected with a water inlet pipe in a tangential direction, and the bottom of the stirring cylinder is communicated with the water inlet cavity.
[0007] Further, the inner wall of the stirring cylinder is provided with a cyclone plate.
[0008] Further, a plurality of horizontal sedimentation pipes are laid in the sedimentation cavity, and the bottom of the horizontal sedimentation pipe is open.
[0009] Further, adjacent layers of horizontal sedimentation pipes are arranged in a staggered manner along the laying direction.
[0010] Further, the horizontal sedimentation pipe is a rhombic pipe.
[0011] Further, the water outlet cavity is connected with a water outlet pipe.
[0012] Further, the hopper is connected with a sludge discharge pipe provided with a sludge discharge valve.
[0013] Further, the water distribution cavity is divided into a plurality of water distribution chambers by the partition plate, the partition plate is provided with water flow holes for making water flow through the plurality of water distribution chambers in turn, and at least one layer of water distribution grating is arranged in the water distribution chamber.
[0014] Further, a plurality of water distribution grids are arranged in the water distribution chamber in vertical direction.
[0015] Compared with the prior art, the utility model has the beneficial effects that:
[0016] The sewage treatment horizontal pipe sedimentation system comprises a sedimentation tank and a sludge bucket arranged at the bottom of the sedimentation tank, the sedimentation tank is divided into a water inlet cavity, a water distribution cavity, a sedimentation cavity and a water outlet cavity by a partition plate, the partition plate is provided with water passing holes for water to flow through the water inlet cavity, the water distribution cavity, the sedimentation cavity and the water outlet cavity in sequence, and at least one layer of water distribution grids is arranged in the water distribution cavity. BRIEF DESCRIPTION OF DRAWINGS
[0017] The utility model will be further described below in combination with the drawings and examples.
[0018] Fig. 1 It is the three-dimensional structure schematic view of the preferred embodiment of the utility model;
[0019] Fig. 2 It is the front view of the preferred embodiment of the utility model;
[0020] Fig. 3 It is the three-dimensional structure schematic view of the stirring drum;
[0021] Fig. 4 It is the A-A section view of the stirring drum. DETAILED DESCRIPTION
[0022] The technical scheme in the embodiments of the utility model will be described clearly and completely below in combination with the drawings in the embodiments of the utility model, and obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments, and all the other embodiments obtained by the person skilled in the art without creative labor based on the embodiments in the utility model belong to the protection scope of the utility model.
[0023] In the description of the utility model, it is understood that the terms "center", "longitudinal", "transverse", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential" and the like indicate the orientation or positional relationship shown in the drawings, which is only for the convenience of description and simplification of the description of the utility model, and does not indicate or imply that the indicated device or element must have a particular orientation, structure and operation, and therefore cannot be understood as a limitation on the utility model.
[0024] In addition, the terms "first" and "second" are only for the purpose of description, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features, so that the features with "first" and "second" can explicitly or implicitly include one or more features, and in the description of the utility model, the meaning of "multiple" is two or more, unless otherwise specifically limited.
[0025] As shown in Figs. 1 to 4 The utility model provides a kind of sewage treatment horizontal tube sedimentation system, including sedimentation tank 4 and the hopper 14 of setting at the bottom of sedimentation tank, the sedimentation tank is divided into water inlet cavity 5, water distribution cavity 6, sedimentation cavity 11 and water outlet cavity 12 by partition 8, the water hole 9 that makes water flow sequentially turns back and flows through water inlet cavity, water distribution cavity, sedimentation cavity and water outlet cavity is opened on the partition, at least one layer of water distribution grid 7 is provided in water distribution cavity.
[0026] In the embodiment, the water distribution cavity is divided into a plurality of water distribution chambers by the partition, the water hole that makes water flow sequentially turns back and flows through the plurality of water distribution chambers is opened on the partition, and at least one layer of water distribution grid is provided in the water distribution chamber. Preferably, a plurality of layers of water distribution grids are provided in the water distribution chamber in the vertical direction. In this way, the water distribution time can be prolonged, and the water distribution effect can be improved. The water distribution grid functions to further mix the water outlet from the water inlet cavity with the flocculant, to make the flocculation reaction more sufficient, to make the particles further grow, and to create better conditions for subsequent sedimentation and separation.
[0027] When working, the sewage sequentially turns back and flows through the water inlet cavity, the water distribution cavity, the sedimentation cavity and the water outlet cavity, uniformly distributes water through the water distribution cavity, can make the sewage and the flocculant fully mix, improves the flocculation effect, speeds up the particle coagulation speed, and thus improves the sedimentation efficiency and effect. In specific implementation, the water outlet cavity is connected with a water outlet pipe 13, and the purified clean water can be discharged through the water outlet pipe; the hopper is connected with a sludge discharge pipe 15 with a sludge discharge valve, and the sludge is discharged from the sludge discharge pipe.
[0028] As a further improvement of the above technical solution, the stirring barrel 3 is further provided with the water inlet pipe 1 connected to the side wall of the stirring barrel in a tangential direction, and the bottom of the stirring barrel is communicated with the water inlet cavity. The inner wall of the stirring barrel is provided with the cyclone plate 2. In the specific implementation, the stirring barrel is arranged in the water inlet cavity, the top of the stirring barrel is higher than the top of the water inlet cavity, the sewage enters the stirring barrel through the water inlet pipe in a tangential direction, and then flows into the water inlet cavity from the bottom of the stirring barrel. The sewage is stirred by the stirring barrel, and the flow guide effect of the cyclone plate can enhance the water flow stirring and promote the preliminary mixing of the sewage and the flocculating agent, so that the suspended particles collide and gather with each other.
[0029] As a further improvement of the above technical solution, the sedimentation cavity is paved with multiple layers of horizontal sedimentation pipes 10, and adjacent layers of horizontal sedimentation pipes are arranged staggered in the paving direction. The bottom of the horizontal sedimentation pipe is open, and the horizontal sedimentation pipe is a rhombic pipe. When the sewage flows in the rhombic pipe, the sludge particles are precipitated downward under the action of gravity due to the density difference of the sludge and water, and are discharged through the bottom opening of the rhombic pipe.
[0030] In summary, the sewage treatment horizontal pipe sedimentation system of the present application has the following characteristics:
[0031] 1) Efficient mixing: the cooperation of the stirring barrel and the water distribution grid can make the sewage and the flocculating agent fully mixed, improve the flocculation effect, accelerate the particle coagulation speed, and thus improve the sedimentation efficiency.
[0032] High separation efficiency: the structure of the horizontal sedimentation pipe arranged in an up-down staggered array increases the sedimentation area and shortens the particle sedimentation distance, effectively improving the sludge and water separation efficiency, and thus improving the sewage treatment efficiency.
[0033] Compact structure: the overall structure of the present sedimentation system is relatively compact, and occupies a small space, which can save the occupied area in actual engineering application and facilitate installation and arrangement.
[0034] Finally, it should be pointed out that the above embodiments are only used to illustrate the technical solutions of the present application and not to limit it. Although the present application has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the present application can be modified or replaced equivalently without departing from the purpose and scope of the present application, and all should be covered in the scope of the claims of the present application.
Claims
1. A sewage treatment horizontal tube sedimentation system, characterized by: The sedimentation tank is divided into a water inlet cavity, a water distribution cavity, a sedimentation cavity and a water outlet cavity by a partition plate, and the partition plate is provided with water passing holes for water to flow through the cavities in sequence.
2. The sewage treatment horizontal tube sedimentation system according to claim 1, characterized in that: The stirring cylinder is further provided with a water inlet pipe connected to the side wall in a tangential direction, and the bottom of the stirring cylinder is communicated with the water inlet cavity.
3. The sewage treatment horizontal tube sedimentation system according to claim 2, characterized in that: The inner wall of the stirring cylinder is provided with a cyclone plate.
4. The sewage treatment horizontal tube sedimentation system according to claim 1, characterized in that: The sedimentation cavity is paved with multiple layers of horizontal sedimentation pipes, and the bottom of the horizontal sedimentation pipe is open.
5. The sewage treatment horizontal tube sedimentation system according to claim 4, characterized in that: The adjacent layers of horizontal sedimentation pipes are arranged in a staggered manner along the paving direction.
6. The sewage treatment horizontal tube sedimentation system according to claim 5, characterized in that: The horizontal sedimentation pipe is a rhombic pipe.
7. The sewage treatment horizontal tube sedimentation system according to claim 1, characterized in that: The water outlet cavity is connected with a water outlet pipe.
8. The sewage treatment horizontal tube sedimentation system according to claim 1, characterized in that: The mud bucket is connected with a mud discharge pipe provided with a mud discharge valve.
9. The sewage treatment horizontal tube sedimentation system according to claim 1, characterized in that: The water distribution cavity is divided into multiple water distribution chambers by the partition plate, and the partition plate is provided with water passing holes for water to flow through the water distribution chambers in sequence, and the water distribution chambers are provided with at least one layer of water distribution grilles.
10. The sewage treatment horizontal tube sedimentation system according to claim 9, characterized in that: Multiple layers of water distribution grilles are arranged in a vertical direction in the water distribution chamber.