Integrated structure of septic tank and sewage lifting

Abstract

The utility model relates to a septic tank sewage lifting integrated structure, relates to sewage treatment field, including three format septic tank, three format septic tank includes the first stage sedimentation fermentation tank, secondary filter tank, third stage clarifier that set up in turn from water inlet to water outlet. Secondary filter tank or third stage clarifier is equipped with independent water collecting well. When water collecting well is arranged in third stage clarifier, water collecting well is the open structure with the right pool wall of third stage clarifier, and water collecting well includes front wall, back wall, left wall, the right pool wall of third stage clarifier and bottom wall; bottom wall is connected in the middle part of the right pool wall of third stage clarifier; the top of water collecting well wall is higher than the conventional water level of third stage clarifier. Solve the problem that septic tank's discharge port position is higher than the access point of municipal pipe network or sewage channel in mountainous area or the place where sewage channel water pump is very high, and sewage discharge is inconvenient; simultaneously solve the problem that when the water quantity handled by septic tank suddenly increases, sludge will flow to municipal with sewage, and sludge deposition in municipal pipe increases.

Description

TECHNICAL FIELD

[0001] The present application relates to the field of sewage treatment, in particular to a septic sewage lifting integrated structure. BACKGROUND

[0002] The sewage discharge of conventional septic tank is generally by gravity water body to the municipal pipe network or sewage channel. Therefore, the discharge port of the septic tank must be higher than the connection point of the municipal pipe network or sewage channel, but it is difficult to achieve in mountainous areas or places where the sewage channel pump is very high. In addition, when the treatment water volume of the septic tank suddenly increases (the change range and frequency of the treatment volume are large), the sludge will flow to the municipal pipe network with the sewage, which increases the sludge deposition in the municipal pipe network. SUMMARY

[0003] The purpose of the present application is to provide a septic sewage lifting integrated structure, which solves the problems that it is difficult to achieve that the discharge port of the septic tank is higher than the connection point of the municipal pipe network or sewage channel in mountainous areas or places where the sewage channel pump is very high, and the sewage discharge is inconvenient; and solves the problem that when the treatment water volume of the septic tank suddenly increases, the sludge will flow to the municipal pipe network with the sewage, which increases the sludge deposition in the municipal pipe network.

[0004] To achieve the above purpose, the present application adopts the following technical solutions:

[0005] A septic sewage lifting integrated structure, comprising a three-format septic tank, the three-format septic tank comprising a first-stage sedimentation and fermentation tank, a second-stage filtration tank and a third-stage clarification tank which are sequentially arranged from the water inlet to the water outlet.

[0006] A separate water collecting well is arranged in the second-stage filtration tank or the third-stage clarification tank.

[0007] When the water collecting well is arranged in the third-stage clarification tank, the water collecting well is an open structure surrounded by the right tank wall of the third-stage clarification tank, and comprises a front wall, a rear wall, a left wall, the right tank wall of the third-stage clarification tank and a bottom wall; the bottom wall is connected to the middle part of the right tank wall of the third-stage clarification tank; the top of the well wall of the water collecting well is higher than the conventional water level of the third-stage clarification tank.

[0008] The left wall of the water collecting well is provided with a water passing hole, and the water passing hole is provided with at least one row.

[0009] A sewage lifting pump is arranged in the water collecting well and on the bottom wall, and the bottom of the sewage lifting pump is provided with a double-layer damping part, which comprises a pair of rubber pads and a steel plate arranged between the pair of rubber pads; the thickness of the rubber pad is 20 mm, and the thickness of the steel plate is 10 mm.

[0010] An electronic liquid level controller is arranged in the water collecting well.

[0011] Further preferred technical solutions: when the water collecting well is arranged in the second-stage filtration tank, the arrangement structure of the water collecting well is the same as that when the water collecting well is arranged in the third-stage clarification tank.

[0012] Further preferred technical solutions: when there is no obvious peak period of sewage discharge throughout the day or during the day, that is, the drainage volume is relatively uniform throughout the day or during the day, the water holes are arranged in a straight line.

[0013] Further preferred technical solutions: when there is an obvious peak period of sewage discharge throughout the day or during the day, that is, the drainage peak is obvious and the peak period is mainly after getting up in the morning, during class, and before going to bed at night, the water holes are arranged in multiple rows and multiple columns.

[0014] Further preferred technical solutions: when the sewage lifting pump is a mobile sewage lifting pump, the double-layer damping member is arranged on the base of the mobile sewage lifting pump.

[0015] Further preferred technical solutions: when the sewage lifting pump is a coupled sewage lifting pump, the double-layer damping member is arranged on the floor-mounted elbow palm of the coupled sewage lifting pump.

[0016] Further preferred technical solutions: the first-stage sedimentation and fermentation tank and the second-stage filtration tank are separated by a first partition wall, and a first water passage is formed in the middle of the first partition wall.

[0017] The second-stage filtration tank and the third-stage clarification tank are separated by a second partition wall, and a second water passage is formed in the middle of the second partition wall.

[0018] The first-stage sedimentation and fermentation tank, the second-stage filtration tank, and the third-stage clarification tank each have a reserved hole in the middle upper part, and a horizontal air pipe is arranged in the reserved hole, and the diameter of the air pipe is 150 mm.

[0019] Further preferred technical solutions: the electronic liquid level controller includes a probe and a control panel, the probe is arranged in the water collecting well, the control panel and the probe are electrically connected through a control line, and the control panel and the sewage lifting pump are electrically connected through a power line.

[0020] Further preferred technical solutions: the effective volume of the water collecting well where the sewage lifting pump is placed, that is, the drainage volume of the sewage lifting pump each time it is started:

[0021] V 有效 = Q 泵 ·t;

[0022] V 总 = V 有效 ·(1.3~1.5) 1.3~1.5 coefficient, mainly considering the height of the sewage pump suction port and the safety water level when the water pump stops;

[0023] V 总 - the actual total volume of the water collecting well (according to this value, the length, width, and height of the water collecting well can be determined);

[0024] V有效 - effective volume, m3 (water displacement per start of the pump);

[0025] Q 泵 - flow rate of the sewage pump, m3 / h;

[0026] t - running time of the sewage pump per time, h (set according to the service condition, service life, etc. of the pump).

[0027] Compared with the prior art, the present application has the following characteristics and beneficial effects:

[0028] 1. The sewage lifting pump is provided, and the sewage lifting pump provides pressure to increase the lifting height of the pressurized sewage, thereby solving the problem that the septic tank is too low in depth and the sewage cannot flow to the large municipal or sewage channel by gravity.

[0029] 2. The present application sets up an independent water collecting well in the secondary filter tank or the tertiary clarifier of the three-format septic tank, and the sewage lifting pump is located in the water collecting well. A plurality of water passing holes with a diameter of DD mm are arranged on the left wall of the water collecting well to ensure that the sewage in the three-format septic tank flows slowly into the water collecting well. At the same time, this method can reduce the disturbance of sewage flow to the sludge sediment, thereby reducing the flow of sludge to the large municipal.

[0030] 3. The present application is provided with a double-layer damping member below the sewage lifting pump. When the sewage lifting pump is in place, a corrosion-resistant double-layer damping member is arranged below the guide rail of the movable sewage lifting pump or the coupled sewage lifting pump to prevent the vibration of the sewage lifting pump from being transmitted to the sludge layer in the lower layer of the three-format septic tank through the bottom plate. BRIEF DESCRIPTION OF DRAWINGS

[0031] Figure 1 is a plan view of the septic sewage lifting integrated structure of the present application;

[0032] Figure 2 is an elevation view of the septic sewage lifting integrated structure of the present application;

[0033] Figure 3 is a 1-1 sectional view in the present application; Figure 2

[0034] Figure 4 is a schematic view of the base provided with a double-layer damping member when the sewage lifting pump of the present application is a movable sewage lifting pump;

[0035] Figure 5 is a schematic view of the double-layer damping member arranged on the elbow foot of the floor-mounted installation when the sewage lifting pump of the present application is a coupled sewage lifting pump;

[0036] REFERENCE NUMERALS:

[0037] ​1 - three format septic tank, 2 - water collecting well, 3 - water hole, 4 - sewage lifting pump, 5 - double layer damping piece, 6 - electronic liquid level controller, 7 - reserved hole, 8 - air pipe, 9 - first water pass, 10 - second water pass,

[0038] 1.1 - first stage sedimentation and fermentation tank, 1.2 - second stage filter tank, 1.3 - third stage clarifier,

[0039] 5.1 - rubber pad, 5.2 - steel plate,

[0040] 6.1 - probe, 6.2 - control panel, 6.3 - control line, 6.4 - power line. DETAILED DESCRIPTION

[0041] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative work fall within the scope of protection of the present application.

[0042] Referring to Figures 1 to 5 The present application is a septic sewage lifting integrated structure, which comprises a three format septic tank 1. The three format septic tank 1 comprises a first stage sedimentation and fermentation tank 1.1, a second stage filter tank 1.2 and a third stage clarifier 1.3 arranged in sequence from the water inlet to the water outlet.

[0043] A water collecting well 2 is arranged in the second stage filter tank 1.2 or the third stage clarifier 1.3.

[0044] When the water collecting well 2 is arranged in the third stage clarifier 1.3, the water collecting well 2 is an open structure surrounded by the right pool wall of the third stage clarifier 1.3. The water collecting well 2 comprises a front wall, a rear wall, a left wall, the right pool wall of the third stage clarifier 1.3 and a bottom wall. The bottom wall is connected to the middle part of the right pool wall of the third stage clarifier 1.3. The top of the well wall of the water collecting well 2 is higher than the normal water level of the third stage clarifier 1.3.

[0045] The left wall of the water collecting well 2 is provided with a water hole 3. The water hole 3 is provided with at least one row.

[0046] A sewage lifting pump 4 is arranged in the water collecting well 2 and on the bottom wall. The bottom of the sewage lifting pump 4 is provided with a double layer damping piece 5. The double layer damping piece 5 comprises a pair of rubber pads and a steel plate arranged between the pair of rubber pads. The thickness of the rubber pad is 20 mm, and the thickness of the steel plate is 10 mm.

[0047] An electronic liquid level controller 6 is arranged in the water collecting well 2.

[0048] When the water collecting well 2 is arranged in the second stage filter tank 1.2, the arrangement structure of the water collecting well 2 is the same as that when the water collecting well 2 is arranged in the third stage clarifier 1.3.

[0049] When there is no obvious peak period of sewage discharge throughout the day or during the day, i.e., the amount of drainage is relatively uniform throughout the day or during the day, the water passing holes 3 adopt a one-dimensional arrangement.

[0050] When there is an obvious peak period of sewage discharge throughout the day or during the day, i.e., the drainage peak period is obvious and the peak period is mainly after getting up in the morning, during class, and before going to bed at night, the water passing holes 3 adopt a multi-row and multi-column arrangement.

[0051] Specifically, the arrangement of the water passing holes:

[0052] The arrangement of the water passing holes mainly involves the influence on the water level of the three-format septic tank. The flow of the water passing holes is not the same as the water inflow of the three-format septic tank, so whether the water inflow has obvious fluctuations leads to the frequency of the liquid level fluctuation in the septic tank in a short time.

[0053] The greater the frequency, the greater the influence on the turbidity of the supernatant (not considering the fluctuation amplitude, because the liquid level fluctuation frequency in the entire three-format septic tank is very small, the liquid level amplitude in the supernatant range is difficult to affect the turbidity).

[0054] In order to eliminate the influence of the precipitate on the supernatant caused by the water level fluctuation of the three-format septic tank, the water passing holes are arranged to reduce the back-and-forth fluctuation of the liquid level in the septic tank, thereby indirectly reducing the influence of the precipitate on the supernatant.

[0055] In example one, when there is no obvious peak period of sewage discharge throughout the day or during the day (such as train stations, terminal buildings, shopping malls, public toilets in parks, etc.), the amount of drainage is relatively uniform throughout the day or during the day.

[0056] The water passing holes can adopt a one-dimensional arrangement.

[0057] The water flow is stable during the drainage period, the liquid level in the septic tank is stable, the water passing holes are arranged in a one-dimensional manner, so that the liquid level remains stable and avoids the back-and-forth fluctuation of the liquid level.

[0058] In example two, when there is an obvious peak period of sewage discharge throughout the day or during the day (such as schools, residential buildings, etc.), the drainage peak period is obvious and the peak period is mainly after getting up in the morning, during class, and before going to bed at night.

[0059] The water passing holes can adopt a multi-row and multi-column arrangement.

[0060] In this way, more supernatant can be discharged during the low period, the liquid level in the septic tank is reduced, the water inflow is increased during the peak period, the liquid level in the septic tank is supplemented, the frequency of the liquid level fluctuation in the septic tank is reduced, and the influence on the supernatant is reduced.

[0061] Reference Figure 4As shown, when the sewage lifting pump 4 is a mobile sewage lifting pump, the double-layer damping member 5 is arranged on the base of the mobile sewage lifting pump.

[0062] Referring to Figure 5 As shown, when the sewage lifting pump 4 is a coupled sewage lifting pump, the double-layer damping member 5 is arranged on the floor-mounted elbow foot of the coupled sewage lifting pump.

[0063] The first partition wall is provided with a first water passing opening 9 in the middle part;

[0064] The second partition wall is provided with a second water passing opening 10 in the middle part;

[0065] The first sedimentation and fermentation tank 1.1, the second filtration tank 1.2 and the third clarification tank 1.3 are all provided with a reserved hole 7 in the middle part, and a horizontal air pipe 8 is arranged in the reserved hole 7, and the diameter of the air pipe 8 is 150 mm.

[0066] The electronic liquid level controller 6 comprises a probe 6.1 and a control panel 6.2, the probe 6.1 is arranged in the collecting well 2, the control panel 6.2 and the probe 6.1 are electrically connected through a control line 6.3, and the control panel 6.2 and the sewage lifting pump 4 are electrically connected through a power line 6.4.

[0067] The present application solves the vibration generated when the sewage lifting pump operates or the interference of the sewage flow to the lower sludge, realizes the removal of the supernatant, avoids the lower sludge into the pressure drainage system into the large municipal or sewage canal, the present application adopts the sewage lifting mode, discharges the sewage into the large municipal or sewage canal with high water level, integrates the sewage lifting pump and the three-format septic tank, reduces the construction quantity of the sewage discharge building, and the present application can realize the factory prefabrication.

[0068] The effective volume of the collecting well 2 in which the sewage lifting pump 4 is arranged, that is, the drainage volume of the sewage lifting pump 4 each time when starting:

[0069] V 有效 = Q 泵 ·t;

[0070] V 总 = V 有效 ·(1.3~1.5) 1.3~1.5 coefficient, mainly considering the height of the sewage pump suction port and the safety water level when the water pump stops;

[0071] V 总 The actual total volume of the collecting well (according to the value, the length, width and height of the collecting well can be determined);

[0072] V 有效Effective volume, m3 (water pump discharge per start);

[0073] Q 泵 Sewage pump flow, m3 / h;

[0074] t - sewage pump each time the running time, h (according to the use of water pump, life, etc. Set)

[0075] The working process of the integrated structure of the septic tank sewage lifting:

[0076] When the discharge port position of the three-format septic tank 1 is higher than the access point of the municipal pipe network or sewage canal, an independent water collecting well 2 is arranged in the secondary filter tank 1.2 or the tertiary clarifier 1.3. The following is an example of the water collecting well 2 arranged in the tertiary clarifier 1.3:

[0077] 1, determine the arrangement of the water passing hole 3 on the water collecting well 2;

[0078] The arrangement of the water passing hole mainly involves the influence on the water level of the three-format septic tank. The flow of the water passing hole is not the same as the water inflow of the three-format septic tank, so whether the water inflow is obviously floating or not will cause the floating frequency of the liquid level in the septic tank in a short time.

[0079] The greater the frequency, the greater the influence on the turbidity of the supernatant (not considering the floating amplitude, because the liquid level amplitude in the supernatant range is difficult to affect the turbidity due to the very small floating frequency of the liquid level in the entire three-format septic tank).

[0080] In order to eliminate the influence of the precipitate on the supernatant caused by the water level floating of the three-format septic tank, the arrangement of the water passing hole is used to reduce the back and forth floating of the liquid level in the septic tank, thereby indirectly reducing the influence of the precipitate on the supernatant.

[0081] Example one, all day or daytime, when there is no obvious peak period of sewage discharge (such as train station, terminal, shopping mall, public toilet in park, etc.), the water discharge is relatively uniform all day or during the daytime.

[0082] The water passing hole can adopt a one-dimensional arrangement.

[0083] The water flow is stable during the drainage period, and the liquid level in the septic tank is stable. The one-dimensional arrangement of the water passing hole makes the liquid level always stable, avoiding the back and forth floating of the liquid level.

[0084] Example two, all day or daytime, when there is an obvious peak period of sewage discharge (such as school, residential building, etc.), the peak period of water discharge is obvious and mainly after getting up in the morning, during the class, and before going to bed at night.

[0085] The water passing hole can adopt a multi-row and multi-column arrangement.

[0086] This kind of mode, can in the low period, more supernatant is excluded, reduce the liquid level in the septic tank, the peak period of water increase, make up the liquid level in the septic tank, reduce the liquid level in the septic tank up and down floating times, reduce its influence on supernatant.

[0087] 2, sewage three format septic tank 1 in the flow process:

[0088] Sewage from the side wall of the first stage of sedimentation fermentation tank 1.1 upper flow into the first stage of sedimentation fermentation tank 1.1, and then through the first water opening 9 in the middle of the first partition wall to the second stage of filter tank 1.2, and then through the second water opening 10 in the middle of the second partition wall to the third stage of clarification tank 1.3.

[0089] The water level in the first stage of sedimentation fermentation tank 1.1, the second stage of filter tank 1.2 and the third stage of clarification tank 1.3 is level.

[0090] 3, the starting and stopping point of sewage lifting pump 4 in the water collecting well 2:

[0091] The sewage in the third stage of clarification tank 1.3 flows to the water collecting well 2 through the water hole 3 on the left wall of the water collecting well 2.

[0092] When the water level in the water collecting well 2 is level with the highest point of the water hole 3, it is the starting water level of the sewage lifting pump 4, at this time, the sewage lifting pump 4 is started by the electronic liquid level controller 6.

[0093] When the water level in the water collecting well 2 drops to the middle of the sewage lifting pump 4, it is the stopping water level of the sewage lifting pump 4, at this time, the sewage lifting pump 4 is stopped by the electronic liquid level controller 6.

[0094] It is apparent to those skilled in the art that the application is not limited to the details of the foregoing exemplary embodiments, and that the application can be implemented in other specific forms without departing from the spirit or essential characteristics of the application. Therefore, the embodiments should be considered in all respects as illustrative and not restrictive, the scope of the application being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference signs in the claims should not be construed as limiting the claims concerned.

[0095] In addition, it should be understood that although the present specification is described in terms of embodiments, not every embodiment contains only one independent technical solution, and the description of the specification is only for the sake of clarity, and those skilled in the art should consider the specification as a whole, and the technical solutions in each embodiment can be combined appropriately to form other embodiments that those skilled in the art can understand.

Claims

1. An integrated structure for lifting septic tank wastewater, characterized in that: The three-format manure tank (1) comprises a first-stage sedimentation and fermentation tank (1.1), a second-stage filtration tank (1.2) and a third-stage clarification tank (1.3) arranged in sequence from the water inlet to the water outlet. The second-stage filtration tank (1.2) or the third-stage clarification tank (1.3) is provided with a separate water collecting well (2). When the water collecting well (2) is arranged in the third-stage clarification tank (1.3), the water collecting well (2) is an open structure surrounded by the right tank wall of the third-stage clarification tank (1.3), and the water collecting well (2) comprises a front wall, a rear wall, a left wall, the right tank wall of the third-stage clarification tank (1.3) and a bottom wall; the bottom wall is connected to the middle part of the right tank wall of the third-stage clarification tank (1.3); the top of the well wall of the water collecting well (2) is higher than the normal water level of the third-stage clarification tank (1.3). The left wall of the water collecting well (2) is provided with a water passing hole (3), and the water passing hole (3) is provided with at least one row. The water collecting well (2) is provided with a sewage lifting pump (4) on the bottom wall, and the bottom of the sewage lifting pump (4) is provided with a double-layer damping part (5); the double-layer damping part (5) comprises a pair of rubber pads (5.1) and a steel plate (5.2) arranged between the pair of rubber pads; the thickness of the rubber pad is 20 mm, and the thickness of the steel plate is 10 mm. The water collecting well (2) is provided with an electronic liquid level controller (6).

2. The sewage and wastewater lifting integrated structure according to claim 1, characterized in that: When the water collecting well (2) is arranged in the second-stage filtration tank (1.2), the arrangement structure of the water collecting well (2) is the same as that when the water collecting well (2) is arranged in the third-stage clarification tank (1.3).

3. The sewage treatment and lifting integrated structure according to claim 1, characterized in that: When there is no obvious peak period of sewage discharge throughout the day or during the daytime, that is, the sewage discharge is relatively uniform throughout the day or during the daytime, The water passing hole (3) adopts a linear arrangement mode.

4. The sewage treatment and lifting integrated structure according to claim 1, characterized in that: When there is an obvious peak period of sewage discharge throughout the day or during the daytime, that is, the peak period of sewage discharge is obvious, and the peak period is mainly after getting up in the morning, during the class break and before going to bed at night, The water passing hole (3) adopts a multi-row and multi-column arrangement mode.

5. The integrated structure of the sewage and excrement lifting according to claim 1, characterized in that: When the sewage lifting pump (4) is a mobile sewage lifting pump, the double-layer damping part (5) is arranged on the base of the mobile sewage lifting pump.

6. The sewage treatment and pumping integrated structure according to claim 1, characterized in that: When the sewage lifting pump (4) is a coupled sewage lifting pump, the double-layer damping part (5) is arranged on the elbow foot of the floor-mounted installation of the coupled sewage lifting pump.

7. The integrated structure of the sewage lifting tank according to claim 1, wherein: The first-stage sedimentation and fermentation tank (1.1) and the second-stage filtration tank (1.2) are separated by a first partition wall, and the middle part of the first partition wall is provided with a first water passing hole; The second-stage filtration tank (1.2) and the third-stage clarification tank (1.3) are separated by a second partition wall, and the middle part of the second partition wall is provided with a second water passing hole; The middle part of the upper part of the first-stage sedimentation and fermentation tank (1.1), the second-stage filtration tank (1.2) and the third-stage clarification tank (1.3) is provided with a reserved hole (7), and the reserved hole (7) is provided with a horizontal air pipe (8); the diameter of the air pipe (8) is 150 mm.

8. The integrated structure of the sewage lifting and treatment according to claim 1, characterized in that: The electronic liquid level controller (6) comprises a probe (6.1) and a control panel (6.2); the probe (6.1) is arranged in the water collecting well (2); the control panel (6.2) and the probe (6.1) are electrically connected through a control line (6.3); and the control panel (6.2) and the sewage lifting pump (4) are electrically connected through a power line (6.4).

9. The integrated structure of septic tank and sewage lifting according to claim 1, characterized in that: Effective volume of the sump (2) in which the sewage lifting pump (4) is placed, i.e. the volume of water that the sewage lifting pump (4) pumps out each time it is started:

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