Flushing and pollution discharge structure of transverse drainage closestool and closestool

By designing a water trap with a gradually decreasing inner diameter and a siphon effect in the horizontal drain toilet, the problems of sewage splashing and waste backflow are solved, achieving efficient waste discharge and energy-saving cleaning.

CN224002040UActive Publication Date: 2026-03-17HUIDA SANITARY WARE
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-03-31
Publication Date
2026-03-17

AI Technical Summary

Technical Problem

Existing horizontal-drain toilets are prone to sewage splashing and waste backflow during flushing, and are difficult to effectively remove large or irregular pieces of waste, leading to clogging problems.

Method used

Design a flushing and sewage discharge structure for a horizontal drainage toilet. It adopts a horizontal drainage water trap with a gradually decreasing inner diameter. Combining the Venturi effect and siphon principle, it provides cleaning water flow through the side flush and bottom flush nozzles, enhances the water flow speed and siphon effect, and ensures that sewage is discharged smoothly.

Benefits of technology

It effectively avoids sewage splashing and backflow, improves cleaning effect, ensures the smooth discharge of large and low-density dirt, reduces the risk of clogging, and achieves energy-saving and efficient cleaning results.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to a flushing and sewage discharging structure of a transverse drainage closestool, which comprises a closestool inner pot and a transverse drainage trap, the highest point of a pipeline of the transverse drainage trap is in the middle, the middle is arched, the bottom of the closestool inner pot is communicated with the transverse drainage trap, the upper part of the closestool inner pot is provided with a side flushing port, and the bottom of the closestool inner pot is provided with a bottom flushing jet orifice. The bottom flushing jet orifice is correspondingly formed in an inlet of the transverse drainage trap, the side flushing opening and the bottom flushing jet orifice are both used for providing cleaning water, and the inner diameter of the transverse drainage trap is gradually decreased in the water flow direction. The utility model further relates to a closestool. The inner diameter of the transverse drainage trap is gradually decreased in the water flow direction, the flow speed is increased during flushing, a Venturi phenomenon is formed, water flow passes through the arched middle of the transverse drainage trap and then siphons in the falling process under the action of gravity, and dirt in an inner pot of the closestool can be rapidly discharged.
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Description

Technical Field

[0001] This utility model relates to the field of horizontal drainage toilet technology, specifically to a flushing and sewage discharge structure and toilet for a horizontal drainage toilet. Background Technology

[0002] Current horizontal flush toilets typically employ a washdown design, which has several significant drawbacks in practical applications. First, washdown toilets are prone to "splashing" during flushing, causing wastewater to splash, which not only affects comfort but may also negatively impact hygiene. Second, "backflow" is another common problem with washdown toilets. Due to their flushing mechanism, waste is not completely expelled, resulting in some waste (low-density suspended solids such as food scraps and toilet paper) flowing back into or remaining in the toilet bowl, reducing cleaning effectiveness.

[0003] To overcome these problems, some designs attempt to enhance the siphon effect by incorporating conventional S-shaped traps into the sewage pipes, aiming to remove waste more effectively. However, even with these measures, blockages can still occur when handling large artificial excrement simulants that meet national standards, demonstrating the design's limited ability to handle larger or irregularly shaped waste. Utility Model Content

[0004] To address the technical problems existing in the prior art, the purpose of this utility model is to provide a flushing and sewage discharge structure for a horizontal drainage toilet and a toilet in which the inner diameter of the horizontal drainage trap gradually decreases along the direction of water flow. When flushing, the flow velocity increases, forming a Venturi effect. After the water flows through the arched middle of the horizontal drainage trap, it falls under the action of gravity, generating a siphon that can quickly discharge the sewage from the inside of the toilet.

[0005] To achieve the above objectives, the present invention adopts the following technical solution:

[0006] A flushing and sewage disposal structure for a horizontal drain toilet includes a toilet bowl and a horizontal drain trap. The highest point of the pipe in the horizontal drain trap is in the middle, and the middle is arched. The bottom of the toilet bowl is connected to the horizontal drain trap. A side flushing port is provided at the top of the toilet bowl, and a bottom flushing nozzle is provided at the bottom of the toilet bowl. The bottom flushing nozzle is correspondingly located at the inlet of the horizontal drain trap. Both the side flushing port and the bottom flushing nozzle are used to provide flushing water. The inner diameter of the horizontal drain trap gradually decreases along the water flow direction.

[0007] As a preferred embodiment, the horizontal drainage trap includes an inlet section, an arched bend section, and an outlet section connected in sequence. The bottom jet nozzle is correspondingly located at the inlet of the inlet section, and the outlet of the outlet section is connected to a horizontal drainage pipe.

[0008] As a preferred option, the inner diameter of the drainage horizontal pipe is smaller than the inner diameter of the outlet section.

[0009] As a preferred option, the direction of the water jet from the bottom jet nozzle is consistent with the direction of the water flow in the inlet section.

[0010] As a preferred embodiment, the width of the water seal in the horizontal drainage trap is not less than 85mm, the length is not less than 100mm, and the water seal height is greater than 50mm.

[0011] As a preferred option, the inner diameter of both the horizontal drain trap and the horizontal drain pipe is greater than 41 mm.

[0012] As a preferred option, an acceleration device is provided at the bottom jet nozzle to increase the water flow velocity.

[0013] A toilet includes the flushing and sewage discharge structure of the above-mentioned horizontal drainage toilet, and also includes a water tank, the water tank including two water outlet pipes, the two water outlet pipes being respectively connected to a side flush port and a bottom flush jet port.

[0014] This utility model has the following advantages:

[0015] The inner diameter of the horizontal drain trap gradually decreases along the direction of water flow, increasing the flow velocity at the beginning of the trap (Venturi principle). After passing through the arched middle section of the trap, the water falls under the influence of gravity, creating a siphon effect. This siphon further increases the flow velocity before the water flows out of the sewer through the horizontal drain pipe. Because the flow velocity gradually increases within the trap, the force of the water flow is sufficient to carry large pieces of artificial waste and low-density suspended matter into the sewer, thus more effectively propelling waste forward and ensuring its smooth entry into the sewer system. The gradually increasing flow velocity and strong force within the trap easily carry and discharge large pieces of artificial waste and low-density suspended matter, avoiding the clogging problems common in traditional designs. Attached Figure Description

[0016] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0017] Figure 1 This is a schematic diagram of the flushing and sewage discharge structure of the horizontal drainage toilet of this utility model.

[0018] The components include: 1. Toilet bowl; 2. Horizontal drain trap; 3. Side flush nozzle; 4. Bottom flush nozzle; 5. Inlet section; 6. Arched bend section; 7. Outlet section; and 8. Horizontal drain pipe. Detailed Implementation

[0019] The technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this utility model, and not all embodiments. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of this utility model.

[0020] Example 1

[0021] like Figure 1 As shown, a flushing and sewage disposal structure for a horizontal drain toilet includes a toilet bowl 1 and a horizontal drain trap 2. The highest point of the pipe in the horizontal drain trap 2 is in the middle, and the middle section is arched. The bottom of the toilet bowl 1 is connected to the horizontal drain trap 2. A side flush outlet 3 is provided at the upper part of the toilet bowl 1, and a bottom flush nozzle 4 is provided at the bottom of the toilet bowl 1. The bottom flush nozzle 4 is correspondingly located at the inlet of the horizontal drain trap 2. Both the side flush outlet 3 and the bottom flush nozzle 4 are used to provide flushing water. The inner diameter of the horizontal drain trap 2 gradually decreases along the water flow direction. The inlet of the horizontal drain trap 2 is the water seal point.

[0022] Compared to existing technologies, by increasing the flow rate of water flowing out of the side flush outlet 3 to ensure sufficient flow of the brush ring in the inner bowl 1 of the toilet bowl, and increasing the flow rate of water flowing out of the bottom flush nozzle 4, the water flow rate of the side flush outlet 3 and the jet flow rate of the bottom flush nozzle 4 are sufficient to instantly flush the dirt at the inlet of the water inlet section 5 into the horizontal drain trap 2. The water flow quickly fills the horizontal drain trap 2, and the water flow carrying the dirt flows through the horizontal drain trap 2. The inner diameter of the horizontal drain trap 2 gradually decreases along the direction of water flow, which increases the flow rate of water in the front section of the horizontal drain trap 2 (Venturi principle). After the water flows through the arched middle part of the horizontal drain trap 2, the process of falling under the action of gravity generates a siphon. The siphon effect increases the flow rate of water again, and then flows out of the sewer through the drain horizontal pipe 8. Because the water flow velocity gradually increases within the horizontal drain trap 2, the force of the water flow is sufficient to carry large pieces of artificial excrement and low-density suspended matter into the sewer, thus more effectively propelling waste forward and ensuring its smooth entry into the sewer system. The gradually increasing water velocity within the horizontal drain trap 2 provides sufficient force to easily carry and discharge large pieces of artificial excrement and low-density suspended matter, avoiding the clogging problems common in traditional designs.

[0023] When the water flowing out of the side flush 3 reaches the water seal, the water level rises and forms a vortex. Under the action of the water jet force from the bottom flush 4, the rotating water flow is guided into the horizontal drainage water trap 2, enhancing the sewage discharge efficiency.

[0024] The horizontal drainage trap 2 includes an inlet section 5, an arched bend section 6, and an outlet section 7 connected in sequence. The inlet section 5 is inclined upward along the water flow direction, and the outlet section 7 is inclined downward along the water flow direction. The water flow after passing through the arched bend section 6 generates a gravity drop, which creates a siphon force, reduces water flow resistance, and promotes the rapid ascent of the water flow in the arched bend section 6, further accelerating the flow. The bottom flush nozzle 4 is correspondingly set at the inlet of the inlet section 5. When flushing, the bottom flush nozzle 4 can flush the dirt at the inlet of the inlet section 5 into the horizontal drainage trap 2. The outlet of the outlet section 7 is connected to a horizontal drain pipe 8, which can be connected to the sewer for easy installation.

[0025] The horizontal drain trap 2 and the horizontal drain pipe 8 are collectively referred to as the sewage pipe. The inner diameter of the sewage pipe gradually decreases along the direction of water flow. The Venturi principle causes the water flow velocity in the sewage pipe to gradually increase. The gravity of the arched bend 6 generates a siphon. Under the dual action of the Venturi principle and the siphon, the problem of poor discharge of suspended matter is solved. The inlet pipe diameter of the inlet section 5 is relatively large in order to prevent blockage when flushing away large pieces of man-made excrement.

[0026] The jetting direction of the bottom jet nozzle 4 is consistent with the water flow direction of the inlet section 5, creating a smoother water flow path. This helps reduce energy loss caused by water flow deflection or collision, allowing waste to be discharged more quickly and efficiently. The consistent water flow direction reduces energy loss, lowering the water volume and pressure required to overcome flow resistance, thus achieving energy savings. This consistent flow direction not only promotes rapid waste discharge but also helps remove residues adhering to the inside of the drain pipe. This design, by enhancing the flushing effect of the water flow on the pipe walls, effectively prevents dirt accumulation and further improves overall cleanliness.

[0027] The inner diameter of the horizontal drain pipe 8 is smaller than the inner diameter of the outlet of the water outlet section 7, so that the water flowing out of the water outlet section 7 generates a better Venturi effect in the horizontal drain pipe 8, generating a greater water flow force to discharge the sewage.

[0028] The water seal area refers to the horizontal cross-section of the water seal (i.e., the water-holding part) in the horizontal drain trap 2. The water seal height refers to the vertical depth of the water seal in the horizontal drain trap 2, which is the distance from the water seal surface to the bottom of the water seal. The width of the water seal in the horizontal drain trap 2 is not less than 85mm, the length is not less than 100mm, and the water seal height is greater than 50mm. This ensures a good water seal effect, effectively preventing backflow of sewer gas while maintaining sufficient water volume to maintain sanitary conditions. The inner diameter of both the horizontal drain trap 2 and the horizontal drain pipe 8 is greater than 41mm, ensuring that large pieces of material can pass through the sewage pipe without clogging.

[0029] The bottom-flushing nozzles are equipped with four acceleration devices to increase water flow velocity. These devices maintain efficient rinsing while reducing water consumption. By precisely controlling the speed and direction of the water flow, more effective cleaning is achieved, thereby saving water resources.

[0030] The horizontal drainage trap 2 of the flushing and sewage structure of this utility model has only one arched bend 6, which eliminates the need for complex bends and reduces the obstruction caused by large pieces of man-made excrement.

[0031] Example 2

[0032] A toilet, including the flushing and sewage disposal structure of the horizontal drainage toilet described in Embodiment 1, also includes a water tank. The water tank includes two water outlet pipes, which are respectively connected to a side flush port 3 and a bottom flush jet port 4. The toilet can be a wall-hung toilet or a floor-standing wall-mounted toilet. Because the water flow velocity gradually increases within the horizontal drainage trap 2 and the horizontal drain pipe 8, the water flow force is sufficient to flush large pieces of artificial excrement simulation materials and low-density suspended matter into the sewer.

[0033] The present invention has been further described above with reference to specific embodiments. However, it should be understood that the specific description herein should not be construed as limiting the substance and scope of the present invention. Various modifications made by those skilled in the art to the above embodiments after reading this specification are all within the scope of protection of the present invention.

Claims

1. A flushing and decontamination structure of a horizontal water closet, characterized by: The toilet includes a toilet bowl (1) and a horizontal drain trap (2), the highest point of the pipeline of the horizontal drain trap (2) is in the middle part, the middle part is arched, the bottom of the toilet bowl (1) is communicated with the horizontal drain trap (2), the upper part of the toilet bowl (1) is provided with a side flushing port (3), the bottom of the toilet bowl (1) is provided with a bottom flushing jet port (4), the bottom flushing jet port (4) is correspondingly arranged at the inlet of the horizontal drain trap (2), the side flushing port (3) and the bottom flushing jet port (4) are both used for providing cleaning water, and the inner diameter of the horizontal drain trap (2) gradually decreases along the water flow direction.

2. The flushing sani tation structure of the horizontal water closet according to claim 1, characterized by: The horizontal drain trap (2) includes a water inlet section (5), an arched bend section (6) and a water outlet section (7) connected in sequence, the bottom flushing jet port (4) is correspondingly arranged at the inlet of the water inlet section (5), and the outlet of the water outlet section (7) is connected with a drain horizontal pipe (8).

3. The flushing sani tation structure of the horizontal water closet according to claim 2, characterized in that: The inner diameter of the drain horizontal pipe (8) is smaller than that of the outlet of the water outlet section (7).

4. The flushing sani tation structure of the horizontal water closet according to claim 2, characterized by: The jet flow direction of the bottom flushing jet port (4) is consistent with the water flow direction of the water inlet section (5).

5. The flushing sani tation structure of the horizontal water closet according to claim 1, characterized in that: The width of the water seal of the horizontal drain trap (2) is not less than 85 mm, the length is not less than 100 mm, and the water seal height is greater than 50 mm.

6. The flushing sani tation structure of the horizontal water closet according to claim 2, characterized by: The inner diameters of the horizontal drain trap (2) and the drain horizontal pipe (8) are both greater than 41 mm.

7. The flushing sani tation structure of the horizontal water closet according to claim 1, characterized by: The bottom flushing jet port (4) is provided with an accelerating device for increasing the water flow speed.

8. A toilet characterized by: The flushing and decontamination structure of the horizontal drain toilet according to any one of claims 1-7 further includes a water tank, and the water tank includes two water outlet pipes connected with the side flushing port (3) and the bottom flushing jet port (4) respectively.