Mobile pad integrated sewage treatment equipment

CN224812401UActive Publication Date: 2026-09-29BEIJING HEZHONG DACHENG ENVIRONMENTAL PROTECTION TECH CO LTD
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Patent Information

Application Number
CN202522235389.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-10-22
Publication Date
2026-09-29
Estimated Expiration
2035-10-22

AI Technical Summary

Technical Problem

[0004]1、项目规模不同,实施周期不同,但污水处理设施是固定的,寿命一般大于20年,工程完工后,其污水处理设施也就随之废弃,产生极大的浪费

Benefits of technology

[0019]本技术突破了传统的工程施工现场固定污水处理设施的现状,采用我司移动式PAD一体化污水处理设备,此工程完工后可将此设备移动到下一个施工现场,继续使用。运用具催化反应技术进行生化耦合深度处理,无需加药,无需投加碳源,污泥量很少,不产生二次污染,达标排放。由控制柜完全自动远程控制,维护简便,无需人员值守。可以污水多次循环处理,适应性强,对于因现场人员变动而造成的污水水量变动,对本设备影响有限。

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a mobile PAD integrated sewage treatment equipment, including equipment room, PA1 storehouse (4), PO1 storehouse, PO2 storehouse, promote storehouse, SA1 storehouse, SA2 storehouse, SB1 storehouse, SB2 storehouse, SB3 storehouse and deposit storehouse. The mobile PAD integrated sewage treatment equipment of this, biological filler is equipped between the first support, and the second support is carried with multiple catalytic composite carrier, breaks the present situation of traditional engineering construction site fixed sewage treatment facility, adopts the mobile PAD integrated sewage treatment equipment of our office, can move this equipment to the next construction site after this project is completed, continues using. Using catalytic reaction technology carries out biochemical coupling depth treatment, need not dosing, need not adding carbon source, and sludge quantity is very little, and no secondary pollution is produced, and reaches standard discharge. By control cabinet complete automatic remote control, maintenance is simple, need not personnel on duty. Can sewage multiple cycle treatment, and the adaptability is strong, and the sewage water volume change caused by the site personnel change, and the influence of this equipment is limited.
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Description

Technical Field

[0001] This utility model relates to the field of wastewater treatment technology, specifically to a mobile PAD integrated wastewater treatment device. Background Technology

[0002] The existing wastewater treatment process includes toilet wastewater treatment, canteen wastewater treatment, and washing / shower wastewater treatment. 1. Toilet wastewater: It is separately connected to a septic tank, where suspended solids and some organic matter are removed through sedimentation and anaerobic fermentation (retention time ≥ 12 hours). 2. Canteen wastewater: It first passes through a grease trap to remove animal and vegetable oils (grease removal rate ≥ 80%) to prevent grease from clogging subsequent pipes or affecting the efficiency of treatment equipment. 3. Washing / shower wastewater: It is directly connected to the collection network and can be combined with pre-treated canteen wastewater and septic tank effluent. After the above wastewater treatment, it will enter the subsequent treatment unit for further treatment. If the construction site is ≤ 1km from the municipal sewage network and the network has the capacity to receive it, it can be connected to the municipal network for wastewater treatment. If it is located in a remote construction site or an area without a municipal sewage network, a small-scale wastewater treatment facility needs to be built. After treatment, it will be discharged into surrounding water bodies or reused for non-potable purposes.

[0003] Regarding the limitations of the "on-site processing" model:

[0004] 1. Projects vary in scale and implementation period, but wastewater treatment facilities are fixed and generally have a lifespan of more than 20 years. After the project is completed, the wastewater treatment facilities are abandoned, resulting in a huge waste.

[0005] 2. Limited adaptability to treatment scale: The number of construction personnel required varies greatly depending on the progress of the construction project. Fixed equipment is difficult to meet the increasing demand for sewage. If it is forced to operate under overload, it may lead to a decrease in treatment effect and accelerated equipment wear and tear.

[0006] 3. Limitations of on-site fabrication: On-site fabrication places higher demands on the site, environment, and processing equipment. This is especially true for small construction companies whose wastewater treatment facilities require significant design capabilities, which are often difficult to meet.

[0007] Therefore, a mobile PAD integrated sewage treatment device is proposed to solve the above problems. Utility Model Content

[0008] The purpose of this invention is to provide a mobile PAD integrated sewage treatment device to solve the problems mentioned in the background art.

[0009] To achieve the above objectives, this utility model provides the following technical solution:

[0010] The mobile PAD integrated sewage treatment equipment includes a housing. A partition is fixedly connected inside the housing, dividing it into an equipment room, PA1 compartment (4), PO1 compartment, PO2 compartment, lifting compartment, SA1 compartment, SA2 compartment, SB1 compartment, SB2 compartment, SB3 compartment, and sedimentation compartment. The equipment room is equipped with a first electromagnetic flow regulating valve group, a second electromagnetic flow regulating valve group, an ultraviolet disinfection machine, a circulating pump, an electrical control cabinet, and an aerator. The aerator has two outlets, each equipped with a normally open solenoid valve and a normally closed solenoid valve. The normally open solenoid valve is connected to a P aeration pipe and a B aeration pipe. The P aeration pipe... The pipe end is equipped with multiple branches that are inserted into the bottom inner sides of the PA1, PO1, and PO2 chambers respectively. The B aeration pipe is equipped with multiple branches that are inserted into the bottom inner sides of the SB1, SB2, and SB3 chambers respectively. The inlet end of the first electromagnetic flow regulating valve group is fixedly connected to the P inlet pipe, which extends out of the housing. The outlet end of the first electromagnetic flow regulating valve group is fixedly connected to the PA1 inlet pipe inserted into the PA1 chamber. A lift pump is installed inside the lift chamber, and a delivery branch pipe is connected to the lift pump. The delivery branch pipe is connected to the inlet end of the second electromagnetic flow regulating valve group, and the outlet end of the second electromagnetic flow regulating valve group is connected to an inlet branch pipe. Inside the bottom of the SA1 chamber, a normally closed solenoid valve is connected to a backflush pipe (A). The A backflush pipe has two branches that insert into the bottom of the SA1 and SA2 chambers respectively. A vertical overflow pipe is installed inside the sedimentation chamber. The overflow pipe is connected to a first and second outlet branch pipe, positioned vertically. The first outlet branch pipe connects to a UV sterilizer, whose outlet is fixedly connected to a purified water outlet pipe. The second outlet branch pipe connects to the inlet of a circulation pump, whose outlet connects to the A inlet pipe. The A inlet pipe is inserted into the bottom of the SA1 chamber. The bottoms of the PA1 and PO1 chambers are interconnected. The PO1 and PO2 chambers... The tops of the chambers are connected to each other through a connecting port. The bottoms of the PO2 chamber and the lifting chamber are connected to each other. The tops of the SA1 and SA2 chambers are connected to each other through a connecting port. The bottoms of the SA2 and SB1 chambers are connected to each other through a connecting port. The tops of the SB1 and SB2 chambers are connected to each other through a connecting port. The bottom of the SB3 chamber is connected to the sedimentation chamber. Each of the PA1, PO1, and PO2 chambers is fixedly connected to a first support. Biological packing is placed between the first supports. Each of the SA1, SA2, SB1, SB2, and SB3 chambers is fixedly connected to two second supports arranged vertically. The second supports are equipped with a multi-element catalytic composite carrier.

[0011] As a further embodiment of this utility model: the top of each of the PO1, PO2, SA1, SA2, SB1, SB2 and SB3 compartments is fixedly connected with an overflow weir, the overflow weir corresponds to the connecting port, the overflow weir at the top of the PO1 compartment is higher than the overflow weir at the top of the PO2 compartment, the height of the overflow weirs at the top of the SA1, SA2, SB1, SB2 and SB3 compartments decreases sequentially, and the overflow weirs at the top of the SB1 and SB2 compartments are set at the same level.

[0012] As a further embodiment of this utility model: the P aeration pipe, B aeration pipe and A backflush pipe are all fixedly connected to the top wall of the box and pass through the top surface of the box; the P water inlet pipe and the clean water outlet pipe are fixedly connected to the side wall of the box; the PA1 water inlet pipe delivery branch pipe, water inlet branch pipe, first water outlet branch pipe, second water outlet branch pipe and A water inlet pipe are fixedly connected to the partition and their ports extend to the equipment room.

[0013] As a further improvement of this utility model, the bottom ends of the P aeration pipe, B aeration pipe, A backflush pipe, water inlet branch pipe and A water inlet pipe are all fixedly connected to evenly distributed pipes.

[0014] As a further embodiment of this utility model: the lifting pump is fixedly connected to the third bracket, and the third bracket is fixedly connected inside the lifting chamber.

[0015] As a further embodiment of this utility model: a first sedimentation hopper is fixedly connected to the bottom of the lifting chamber, and a first sewage pipe is arranged inside the first sedimentation hopper. The first sewage pipe extends from the outside of the box to the equipment room. A second sewage pipe is provided at the bottom of the SA1 and SA2 chambers. The second sewage pipe extends from the outside of the box to the equipment room. A second sedimentation hopper is fixedly connected to the bottom of the sedimentation chamber, and a third sewage pipe is arranged inside the second sedimentation hopper. The third sewage pipe extends through the partition and into the equipment room. The first sewage pipe, the second sewage pipe, and the third sewage pipe are all connected to the sludge pump.

[0016] As a further embodiment of this utility model: the outer surface of the box is provided with a decorative panel, the top surface of the box is fixedly installed with a guardrail, the notch of the guardrail is provided with a ladder fixedly installed with the side wall of the box, and the side wall of the box is provided with a door corresponding to the equipment room.

[0017] As a further improvement of this utility model: the top of the box is provided with five inspection ports, and the inspection ports are covered with inspection cover plates that are adapted to them. The inspection ports correspond to the PA1 and sedimentation tank, PO1 and SB3 tank, PO2 and SB2 tank, lifting tank and SB1 tank, and SA1 and SA2 tank respectively.

[0018] Compared with the prior art, the beneficial effects of this utility model are:

[0019] This technology breaks through the traditional fixed sewage treatment facilities at construction sites. Utilizing our mobile PAD integrated sewage treatment equipment, this equipment can be moved to the next construction site for continued use after the completion of this project. Employing catalytic reaction technology for deep biochemical coupling treatment, it requires no chemical addition or carbon source, produces very little sludge, generates no secondary pollution, and achieves compliant discharge. Fully automated remote control via a control cabinet simplifies maintenance and requires no personnel on-site. It can treat sewage multiple times, exhibiting strong adaptability; fluctuations in sewage volume due to changes in on-site personnel have limited impact on the equipment. Attached Figure Description

[0020] Figure 1 This is a schematic diagram of the structure of a mobile PAD integrated sewage treatment equipment.

[0021] Figure 2 This is an open top view of the mobile PAD integrated wastewater treatment unit.

[0022] Figure 3 This is a side cross-sectional view of the mobile PAD integrated wastewater treatment equipment.

[0023] Figure 4 This is a top-down view of the mobile PAD integrated wastewater treatment equipment.

[0024] Figure 5 A 3D view of the rear of the mobile PAD integrated wastewater treatment unit.

[0025] Figure 6 This is a 3D view of the front of the casing of the mobile PAD integrated sewage treatment equipment.

[0026] Figure 7 This is a front-end internal view of a mobile PAD integrated wastewater treatment device.

[0027] Figure 8 Internal view of the mobile PAD integrated wastewater treatment equipment.

[0028] Figure 9 This is a control flow diagram for a mobile PAD integrated wastewater treatment device.

[0029] In the diagram: 1. Box body; 2. Partition; 3. Equipment room; 4. PA1 compartment; 5. PO1 compartment; 6. PO2 compartment; 7. Lifting compartment; 8. SA1 compartment; 9. SA2 compartment; 10. SB1 compartment; 11. SB2 compartment; 12. SB3 compartment; 13. First support frame; 14. Sedimentation compartment; 15. First electromagnetic flow regulating valve assembly; 16. Second electromagnetic flow regulating valve assembly; 17. Ultraviolet sterilizer; 18. Circulating pump; 19. Electrical control cabinet; 20. Aerator; 21. Normally open solenoid valve; 22. Normally closed solenoid valve; 23. P aeration pipe; 24. B aeration pipe; 25. P inlet. 26. Water pipe; PA1 inlet pipe; 27. Booster pump; 28. Delivery branch pipe; 29. ​​Inlet branch pipe; 30. A backflush pipe; 31. Overflow pipe; 32. First outlet branch pipe; 33. Second outlet branch pipe; 34. A inlet pipe; 36. Second support; 37. Overflow weir; 38. Uniformly distributed pipeline; 39. Third support; 40. First sedimentation hopper; 41. First sewage pipe; 42. Second sewage pipe; 43. Second sedimentation hopper; 44. Third sewage pipe; 45. Decorative panel; 46. Guardrail; 47. Ladder; 48. Box door; 49. Inspection cover plate; 50. Clean water outlet pipe. Detailed Implementation

[0030] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0031] Please see Figures 1-9In this embodiment of the utility model, the mobile PAD integrated sewage treatment equipment includes a housing 1. A partition 2 is fixedly connected inside the housing 1, dividing the housing 1 into an equipment room 3, a PA1 compartment 4, a PO1 compartment 5, a PO2 compartment 6, a lifting compartment 7, an SA1 compartment 8, an SA2 compartment 9, an SB1 compartment 10, an SB2 compartment 11, an SB3 compartment 12, and a sedimentation compartment 14. The equipment room 3 is equipped with a first electromagnetic flow regulating valve group 15, a second electromagnetic flow regulating valve group 16, an ultraviolet disinfection machine 17, a circulating pump 18, an electrical control cabinet 19, and an aerator 20. The aerator 20 has two outlets, each equipped with a normally open solenoid valve 21 and a normally closed solenoid valve 22. The normally open solenoid valve 21 is connected to a P aeration pipe 23 and a B aeration pipe. Pipe 24 and P aeration pipe 23 have multiple branch ports at their ends, which are respectively inserted into the bottom inner sides of PA1 chamber 4, PO1 chamber 5 and PO2 chamber 6. Pipe B aeration pipe 24 has multiple branch ports, which are respectively inserted into the bottom inner sides of SB1 chamber 10, SB2 chamber 11 and SB3 chamber 12. The inlet end of the first electromagnetic flow regulating valve group 15 is fixedly connected to P inlet pipe 25, which extends out of the housing 1. The outlet end of the first electromagnetic flow regulating valve group 15 is fixedly connected to PA1 inlet pipe 26, which is inserted into PA1 chamber 4. The lifting chamber 7 is equipped with a lifting pump 27, which is connected to a delivery branch pipe 28. The delivery branch pipe 28 is connected to the inlet end of the second electromagnetic flow regulating valve group 16, and the outlet end of the second electromagnetic flow regulating valve group 16 is connected to an inlet branch pipe 28. 9. The inlet branch pipe 29 is inserted into the bottom inner side of SA1 chamber 8. The normally closed solenoid valve 22 is connected to the A backflush pipe 30. The A backflush pipe 30 has two branch ports at its end, which are respectively inserted into the bottom inner side of SA1 chamber 8 and SA2 chamber 9. An overflow pipe 31 is vertically installed in the sedimentation chamber 14. The overflow pipe 31 is connected to the upper part of the first outlet branch pipe 32 and the second outlet branch pipe 33, which are arranged vertically. The first outlet branch pipe 32 is connected to the ultraviolet sterilizer 17. The outlet end of the ultraviolet sterilizer 17 is fixedly connected to the purified water outlet pipe 50. The second outlet branch pipe 33 is connected to the inlet end of the circulation pump 18. The outlet end of the circulation pump 18 is connected to the A inlet pipe 34. The A inlet pipe 34 is inserted into the bottom inner side of SA1 chamber 8. The bottoms of PA1 chamber 4 and PO1 chamber 5 are connected. The tops of PO2 and PO2 are connected to each other via a connecting port. The bottoms of PO2 and PO2 are connected to each other via a connecting port. The tops of SA1 and SA2 are connected to each other via a connecting port. The bottoms of SA2 and PO2 are connected to each other via a connecting port. The tops of PO2 and PO2 are connected to each other via a connecting port. The bottoms of PO3 and PO2 are connected to each other via a connecting port. The first support 13 is fixedly connected to each of PA1, PO1, and PO2. Biological packing material is provided between the first support 13. Two second supports 36 are fixedly connected to each of SA1, SA2, PO ...

[0032] The tops of PO1 5, PO2 6, SA1 8, SA2 9, SB1 10, SB2 11 and SB3 12 are all fixedly connected with overflow weirs 37. The overflow weirs 37 correspond to the connecting openings. The overflow weir 37 at the top of PO1 5 is higher than the overflow weir 37 at the top of PO2 6. The height of the overflow weirs 37 at the top of SA1 8, SA2 9, SB1 10, SB2 11 and SB3 12 decreases sequentially. The overflow weirs 37 at the top of SB1 10 and SB2 11 are set at the same level.

[0033] P aeration pipe 23, B aeration pipe 24 and A backflush pipe 30 are all fixedly connected to the top wall of the box 1 and pass through the top surface of the box 1. P water inlet pipe 25 and clean water outlet pipe 50 are fixedly connected to the side wall of the box 1. PA1 water inlet pipe 26 conveying branch pipe 28, water inlet branch pipe 29, first water outlet branch pipe 32, second water outlet branch pipe 33 and A water inlet pipe 34 are fixedly connected to the partition 2 and their ports extend to the equipment room 3.

[0034] The bottom ends of P aeration pipe 23, B aeration pipe 24, A backflush pipe 30, water inlet branch pipe 29 and A water inlet pipe 34 are all fixedly connected to evenly distributed pipes 38.

[0035] The booster pump 27 is fixedly connected to the third bracket 39, and the third bracket 39 is fixedly connected inside the booster chamber 7.

[0036] The bottom of the lifting chamber 7 is fixedly connected to a first sedimentation hopper 40, and a first sewage pipe 41 is arranged inside the first sedimentation hopper 40. The first sewage pipe 41 extends from the outside of the box 1 to the equipment room 3. The bottom of the SA1 chamber 8 and the SA2 chamber 9 are provided with a second sewage pipe 42, which extends from the outside of the box 1 to the equipment room 3. The bottom of the sedimentation chamber 14 is fixedly connected to a second sedimentation hopper 43, and a third sewage pipe 44 is arranged inside the second sedimentation hopper 43. The third sewage pipe 44 passes through the partition 2 and extends to the equipment room 3. The first sewage pipe 41, the second sewage pipe 42 and the third sewage pipe 44 are all connected to the sludge pump.

[0037] The outer surface of the enclosure 1 is provided with a decorative panel 45, and a guardrail 46 is fixedly installed on the top surface of the enclosure 1. A ladder 47 is fixedly installed on the side wall of the enclosure 1 at the notch of the guardrail 46. The side wall of the enclosure 1 is provided with a door 48 corresponding to the equipment room 3.

[0038] The top of the container 1 is provided with five inspection ports, and the inspection ports are covered with inspection cover plates 49 that are adapted to them. The inspection ports correspond to PA1 tank 4 and sedimentation tank 14, PO1 tank 5 and SB3 tank 12, PO2 tank 6 and SB2 tank 11, lifting tank 7 and SB1 tank 10, SA1 tank 8 and SA2 tank 9 respectively.

[0039] The working principle of this utility model is as follows:

[0040] Domestic sewage undergoes a preliminary treatment process to filter out impurities such as shredded paper, plastics, and fibers. It then enters a regulating tank, where water is stored and the inflow is adjusted to ensure a stable water supply to downstream equipment. The sewage is further treated in tanks PA1 (4), PO1 (5), PO2 (6), and a booster tank (7). Finally, it undergoes a biochemical coupling deep treatment process in tanks SA1 (8), SA2 (9), SB1 (10), SB2 (11), SB3 (12), and a sedimentation tank (14) to remove nitrogen and phosphorus. The treated water is then either discharged or reused.

[0041] Aerator 20 is responsible for supplying oxygen to aeration pipes 23 and 24 (P and B) and backflushing chambers 8 (SA1) and 9 (SA2) through backflushing pipe 30 (A).

[0042] The booster pump 27 is responsible for the power system of the sewage treatment.

[0043] P-AD technology (biochemical coupling deep processing)

[0044] The process consists of a pretreatment section, a core treatment unit consisting of a multi-element catalytic composite carrier, and an ultraviolet disinfection unit. Domestic sewage, after passing through the pretreatment section (biochemical treatment - biological packing), is pumped into SA1 compartment 8 by lift pump 27. It then flows through the multi-element catalytic composite carrier, overflow weir 37, and evenly distributed into SA2 compartment 9, SB1 compartment 10, SB2 compartment 11, and SB3 compartment 12 via distributed pipes 38. These compartments are filled with multi-element catalytic composite carriers, allowing for deep purification of the sewage as it flows through them.

[0045] Wastewater at the bottom of sedimentation tank 14 is returned to the bottom of SA1 tank 8 via circulation pump 18 to achieve recirculation. The bottom of SB1 tank 10, SB2 tank 11 and SB3 tank 12 is equipped with B aeration pipe 24, which provides an appropriate amount of oxygen. Through the biochemical coupling effect of the multi-element catalytic composite carrier, the wastewater is deeply treated.

[0046] This module consists of SA1 compartment 8, SA2 compartment 9, SB1 compartment 10, SB2 compartment 11, SB3 compartment 12, and a multi-component catalytic composite support. It generates strong oxygen through micro-region electrocatalysis on the support.

[0047] It can remove COD through chemical free radicals, electrocatalytic oxidation (advanced oxidation), catalytic oxidation-autotrophic denitrification coupled denitrification, and micro-electrolysis-catalytic oxidation-precipitation phosphorus removal. It can remove pollutants such as COD, ammonia nitrogen, total nitrogen, total phosphorus and SS without adding chemicals and achieve standard discharge. It can also be reused for greening, flushing and other purposes.

[0048] The control cabinet 19 outputs power supplies of different voltages to drive various electrical components, and the PLC program controls the equipment to work normally.

[0049] Domestic sewage first undergoes pretreatment, which intercepts and filters out impurities such as shredded paper, plastic, and fibers, and adjusts the sewage to meet the influent conditions for entering the main equipment.

[0050] Water inlet system

[0051] Wastewater is pumped through P inlet pipe 25, the first electromagnetic flow regulating valve group 15, and PA1 inlet pipe 26 into PA1 chamber 4 for wastewater treatment. Afterwards, it undergoes aerobic treatment in PO1 chamber 5 and PO2 chamber 6, and then converges in lift chamber 7. Lift pump 27, in conjunction with delivery branch pipe 28, the second electromagnetic flow regulating valve group 16, and inlet branch pipe 29, enters the advanced treatment SA1 chamber 8, and then from SA1 chamber 8 into SA2 chamber 9. Subsequently, it enters SB1 chamber 10, SB2 chamber 11, and SB3 chamber 12 in sequence. After thorough purification using different multi-element catalytic composite carriers in SA1 chamber 8, SA2 chamber 9, SB1 chamber 10, SB2 chamber 11, and SB3 chamber 12, it flows through the overflow pipe 31 of sedimentation chamber 14 and the first outlet branch pipe 32 into the ultraviolet disinfection machine 17 for sterilization. The treated water that meets standards is then discharged or reused.

[0052] Aeration system

[0053] A certain volume and pressure of gas generated by aerator 20 is controlled by normally open solenoid valve 21 to enter PA1 compartment 4, PO1 compartment 5, PO2 compartment 6, SB1 compartment 10, SB2 compartment 11, and SB3 compartment 12, thereby increasing oxygenation and accelerating the wastewater treatment reaction. A separate gas path, controlled by normally closed solenoid valve 22, opens periodically to enter SA1 compartment 8 and SA2 compartment 9, serving as a backflushing mechanism to increase the reaction surface area and improve reaction efficiency.

[0054] Reflux system

[0055] The wastewater is further treated and returned to the reflux chamber. Through the circulation pump 18, in conjunction with the A inlet pipe 34, the second outlet branch pipe 33, the SA1 chamber 8, SA2 chamber 9, SB1 chamber 10, SB2 chamber 11, SB3 chamber 12 and the sedimentation chamber 14, the wastewater is circulated. The treated water, N times the amount, is sent back to the SA1 chamber 8 for reprocessing, which increases the removal of total nitrogen.

[0056] The purpose of setting up PA1 compartment 4, PO1 compartment 5, and PO2 compartment 6 is to ensure the water intake conditions of SA1 compartment 8, SA2 compartment 9, SB1 compartment 10, SB2 compartment 11, and SB3 compartment 12.

[0057] Deep processing unit

[0058] It consists of SA1 compartment 8, SA2 compartment 9, SB1 compartment 10, SB2 compartment 11, and SB3 compartment 12, and contains different multi-element catalytic composite carriers. It is mainly used to remove COD, ammonia nitrogen, total nitrogen, total phosphorus and SS.

[0059] Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the protection scope of the present invention.

Claims

1. A mobile PAD integrated sewage treatment equipment, comprising a housing (1), characterized in that: The box (1) is internally fixedly connected to a partition (2), which divides the box (1) into an equipment room (3), a PA1 chamber (4), a PO1 chamber (5), a PO2 chamber (6), a lifting chamber (7), a SA1 chamber (8), a SA2 chamber (9), a SB1 chamber (10), a SB2 chamber (11), a SB3 chamber (12), and a sedimentation chamber (14). The equipment room (3) is equipped with a first electromagnetic flow regulating valve group (15), a second electromagnetic flow regulating valve group (16), an ultraviolet sterilizer (17), a circulating pump (18), an electrical control cabinet (19), and an aerator (20). The aerator (20) has two air outlets, and each air outlet is equipped with a normally open solenoid valve (21) and a normally closed solenoid valve (22). The solenoid valve (21) is connected to a P aeration pipe (23) and a B aeration pipe (24). The P aeration pipe (23) has multiple branches at its end, which are inserted into the bottom inner sides of the PA1 chamber (4), PO1 chamber (5), and PO2 chamber (6), respectively. The B aeration pipe (24) has multiple branches, which are inserted into the bottom inner sides of the SB1 chamber (10), SB2 chamber (11), and SB3 chamber (12), respectively. The inlet of the first electromagnetic flow regulating valve group (15) is fixedly connected to a P inlet pipe (25), which extends out of the housing (1). The outlet of the first electromagnetic flow regulating valve group (15) is fixedly connected to a PA1 inlet pipe (26) inserted into the PA1 chamber (4). The lifting chamber (7) is equipped with a lifting pump (27). A conveying branch pipe (28) is connected to the upper part of the settling chamber (8). The conveying branch pipe (28) is connected to the inlet end of the second electromagnetic flow regulating valve group (16). The outlet end of the second electromagnetic flow regulating valve group (16) is connected to the inlet branch pipe (29). The inlet branch pipe (29) is inserted into the bottom inner side of the SA1 chamber (8). A backflush pipe (30) is connected to the normally closed solenoid valve (22). The backflush pipe (30) has two branches at its end, which are inserted into the bottom inner side of the SA1 chamber (8) and the SA2 chamber (9) respectively. An overflow pipe (31) is vertically arranged in the sedimentation chamber (14). The overflow pipe (31) is connected to the upper part of the first outlet branch pipe (32) and the second outlet branch pipe (33) arranged vertically. The first outlet branch pipe (32) is connected to the ultraviolet disinfection machine (17). The outlet end of the machine (17) is fixedly connected to a clean water outlet pipe (50). The second outlet branch pipe (33) is connected to the inlet end of the circulation pump (18). The outlet end of the circulation pump (18) is connected to the A inlet pipe (34). The A inlet pipe (34) is inserted into the bottom inner side of the SA1 compartment (8). The bottoms of the PA1 compartment (4) and the PO1 compartment (5) are connected. The tops of the PO1 compartment (5) and the PO2 compartment (6) are connected to each other through a connecting port. The bottoms of the PO2 compartment (6) and the lifting compartment (7) are connected to each other. The tops of the SA1 compartment (8) and the SA2 compartment (9) are connected to each other through a connecting port. The bottoms of the SA2 compartment (9) and the SB1 compartment (10) are connected to each other. The tops of the SB1 compartment (10) and the SB2 compartment (11) are connected to each other through a connecting port.The bottoms of SB3 chamber (12) and sedimentation chamber (14) are interconnected. First supports (13) are fixedly connected to each of PA1 chamber (4), PO1 chamber (5), and PO2 chamber (6), with biological packing material between the first supports (13). Two vertically arranged second supports (36) are fixedly connected to each of SA1 chamber (8), SA2 chamber (9), SB1 chamber (10), SB2 chamber (11), and SB3 chamber (12), each supporting a multi-element catalytic composite carrier.

2. The mobile PAD integrated sewage treatment equipment according to claim 1, characterized in that: The tops of the PO1 (5), PO2 (6), SA1 (8), SA2 (9), SB1 (10), SB2 (11) and SB3 (12) are all fixedly connected with overflow weirs (37). The overflow weirs (37) correspond to the connecting ports. The overflow weir (37) at the top of the PO1 (5) is higher than the overflow weir (37) at the top of the PO2 (6). The height of the overflow weirs (37) at the top of the SA1 (8), SA2 (9), SB1 (10), SB2 (11) and SB3 (12) decreases sequentially. The overflow weirs (37) at the top of the SB1 (10) and SB2 (11) are set at the same level.

3. The mobile PAD integrated sewage treatment equipment according to claim 1, characterized in that: The P aeration pipe (23), B aeration pipe (24) and A backflush pipe (30) are all fixedly connected to the top wall of the box (1) and pass through the top surface of the box (1). The P water inlet pipe (25) and the clean water outlet pipe (50) are fixedly connected to the side wall of the box (1). The PA1 water inlet pipe (26), the conveying branch pipe (28), the water inlet branch pipe (29), the first water outlet branch pipe (32), the second water outlet branch pipe (33) and the A water inlet pipe (34) are fixedly connected to the partition (2) and their ports extend to the equipment room (3).

4. The mobile PAD integrated sewage treatment equipment according to claim 1, characterized in that: The bottom ends of the P aeration pipe (23), B aeration pipe (24), A backflush pipe (30), water inlet branch pipe (29) and A water inlet pipe (34) are all fixedly connected to uniformly distributed pipes (38).

5. The mobile PAD integrated sewage treatment equipment according to claim 1, characterized in that: The lifting pump (27) is fixedly connected to the third bracket (39), which is fixedly connected inside the lifting chamber (7).

6. The mobile PAD integrated sewage treatment equipment according to claim 1, characterized in that: The bottom of the lifting chamber (7) is fixedly connected to a first sedimentation hopper (40), and a first sewage pipe (41) is arranged inside the first sedimentation hopper (40). The first sewage pipe (41) extends from the outside of the box (1) to the equipment room (3). The bottom of the SA1 chamber (8) and the SA2 chamber (9) is provided with a second sewage pipe (42), and the second sewage pipe (42) extends from the outside of the box (1) to the equipment room (3). The bottom of the sedimentation chamber (14) is fixedly connected to a second sedimentation hopper (43), and a third sewage pipe (44) is arranged inside the second sedimentation hopper (43). The third sewage pipe (44) extends through the partition (2) and then to the equipment room (3). The first sewage pipe (41), the second sewage pipe (42) and the third sewage pipe (44) are all connected to the sludge pump.

7. The mobile PAD integrated sewage treatment equipment according to claim 1, characterized in that: The outer surface of the box (1) is provided with a decorative panel (45), a guardrail (46) is fixedly installed on the top surface of the box (1), a ladder (47) is fixedly installed at the notch of the guardrail (46) and is fixedly installed on the side wall of the box (1), and a box door (48) is provided on the side wall of the box (1) corresponding to the equipment room (3).

8. The mobile PAD integrated sewage treatment equipment according to claim 1, characterized in that: The top of the box (1) is provided with five inspection ports, and the inspection ports are covered with inspection cover plates (49) that are adapted to them. The inspection ports correspond to the PA1 chamber (4) and sedimentation chamber (14), PO1 chamber (5) and SB3 chamber (12), PO2 chamber (6) and SB2 chamber (11), lifting chamber (7) and SB1 chamber (10), SA1 chamber (8) and SA2 chamber (9), respectively.