CN213895563U

CN213895563U - Dirty processing apparatus of excrement of synchronous curing

Info

Publication number: CN213895563U
Application number: CN202022416392.3U
Authority: CN
Inventors: 璧靛嘲; 赵峰
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-10-27
Filing date: 2020-10-27
Publication date: 2021-08-06
Anticipated expiration: 2030-10-27

Abstract

The utility model provides a dirty processing apparatus of excrement of synchronous curing, its leading features is by dividing the dirty processing apparatus of excrement that guiding device and two at least inner bag formula anaerobic treatment ponds constitute, divides the water guiding device to have two at least valves or flashboards or baffle, and two valves or flashboards or baffle take turns to open. The utility model discloses an adopt diversion guiding device and the combination of inner bag formula anaerobic treatment pond to carry out the dirty synchronous anaerobism stabilization of excrement and handle, can improve the structural strength in anaerobic treatment pond, extension fixture's working life.

Description

Dirty processing apparatus of excrement of synchronous curing

Technical Field

The utility model relates to a sludge treatment device.

Background

The water diversion flow guide device is used for controlling the N groups of anaerobic treatment tanks to carry out synchronous anaerobic stabilization treatment, so that the stabilization treatment of batches can be alternately carried out by at least two groups of anaerobic treatment tanks. The septic tank is an anaerobic treatment facility under natural working conditions, the septic tank is a brick-built or concrete-built septic tank, and an integrated septic tank made of glass fiber reinforced plastics or engineering plastics is also provided, and the internal space of the septic tank is divided into at least two treatment spaces by a partition plate or a partition wall. When using the septic tank of glass steel or engineering plastics material, because glass steel or plastics material's space baffle resistance to compression bearing capacity is little, the liquid level change causes the pressure differential in adjacent space when clearly drawing septic tank excrement, produces horizontal effort to the space baffle, and it can reduce the life of space baffle to clearly draw excrement dirt many times to produce the hidden danger that the baffle collapsed. In order to solve the problem, the end socket-shaped partition plate is adopted to replace a flat-plate partition plate, an inner container type space structure and a stress form are formed, the vertical stress of the plane partition plate is changed into the cambered surface stress of the end socket-shaped partition plate, the pressure resistance of the partition plate can be improved by using a circular arc-shaped plate surface structure through the optimization of the partition plate structure, the structural strength and the service life of the septic tank are improved, and the anaerobic treatment tank adopting the inner container type structure is suitable for a synchronous anaerobic stabilization treatment technology of a septic treatment device for removing sludge for multiple times.

Disclosure of Invention

The utility model aims at designing a synchronous curing manure treatment device which consists of a water diversion flow guide device and a plurality of liner type anaerobic treatment tanks.

The utility model discloses the dirty processing apparatus of excrement of synchronous curing's technical scheme is by dividing the dirty processing apparatus of excrement that guiding device and two at least inner bag formula anaerobic treatment ponds constitute, draw at least twice inlet branch pipe in at least one branch water diversion well from dividing the water diversion guiding device, the twice inlet branch pipe communicates two at least inner bag formula anaerobic treatment ponds respectively, on every inlet branch pipe, the mouth of pipe position of drawing inlet branch pipe in perhaps dividing the water diversion well is equipped with valve or flashboard or baffle, the preceding valve in two at least inner bag formula anaerobic treatment ponds or flashboard or baffle take turns to open.

The inner container type anaerobic treatment tank is a transverse cylindrical sewage treatment container, the inner space of the container is divided into a fecal sewage treatment device with at least two treatment spaces connected in series by at least one seal head-shaped partition plate, the sewage treatment container is composed of a transverse cylindrical sewage treatment container barrel and seal heads at two ends, a water inlet device is arranged at the seal head at one end, a water outlet device is arranged on the seal head at the other end, at least one seal head-shaped partition plate is arranged in the inner space of the sewage treatment container, the seal head-shaped partition plate is provided with a water through hole or a water through pipe, an air vent is arranged at the upper part of the seal head-shaped partition plate, an inspection hole and a cover plate are arranged on a tank body above each treatment space of the sewage treatment container, an exhaust pipe leading to the outside is arranged at the top of the sewage treatment container or the upper parts of the seal heads at two ends, and the fecal sewage treatment device is made of glass fiber reinforced plastics or engineering plastics.

The water diversion and flow guide device is composed of a water diversion and flow guide well and a valve or a flashboard or a baffle plate, the overlooking shape of the water diversion and flow guide well is circular or polygonal, the water diversion and flow guide well is composed of a shaft, a well bottom plate, an inspection opening, a cover plate and at least two water inlet and outlet bell sockets, and the valve or the flashboard or the baffle plate is arranged on the water passing cross section in front of the water inlet and outlet bell socket in at least one water outlet direction.

The sewage treatment container barrel is a horizontal cylindrical barrel, the barrel is a cylindrical barrel with smooth inner and outer walls, or a barrel with reinforcing ribs on the inner wall or the outer part of the cylindrical barrel, or a barrel with a concave-convex structure on the cylindrical barrel, or a cylindrical barrel formed by buckling an upper groove body and a lower groove body with semicircular sections.

The seal heads are sealing devices arranged at two ends of a cylindrical sewage treatment container barrel, or the seal heads are two ends of a container formed by buckling an upper groove body and a lower groove body which are semicircular in cross section of the barrel, the seal heads are hemispherical or crown-shaped, or arc-shaped, the outer surfaces of the seal heads are smooth surfaces, or reinforcing ribs are arranged on the inner wall or the outer wall of the seal head, or the seal heads are seal heads with concave-convex structures, and the upper parts of the seal heads are provided with holes for installing water inlet devices or water outlet devices.

The end enclosure-shaped partition board is a space partition board inside the sewage treatment container, the shape of the board surface of the end enclosure-shaped partition board is hemispherical or crown, or the shape of the cross section of the end enclosure-shaped partition board is arc-shaped, or the shape of the cross section of the end enclosure-shaped partition board is trapezoid table-shaped, the surface of the end enclosure-shaped partition board is a non-convex smooth surface, or a reinforcing rib is arranged on the board surface, or the board surface is of a concave-convex structure, the end enclosure-shaped partition board is provided with at least one water passing hole or water passing pipe, the water passing hole or water passing pipe is arranged in the middle of the end enclosure-shaped partition board, or the lower part of the end enclosure-shaped partition board, or the upper part of the end enclosure-shaped partition board, or the middle part and the lower part of the end enclosure-shaped partition board are both provided with the water passing hole.

The water inlet device is a horizontal water inlet pipe, or a water inlet tee joint, or an overflowing device formed by the horizontal water inlet pipe and the vertical flow guide channel.

The water outlet device is a horizontal water outlet pipe, or a water outlet tee joint, or an overflow device formed by the horizontal water outlet pipe and a vertical flow guide channel, or a speed-reducing and flow-stabilizing drainage device.

The water passing pipe is a horizontal pipe, or a three-way pipe, or an inverted L-shaped pipeline.

The seal head is in a crown shape, and the cross section of a corner part of the seal head plate surface which is circular in overlook shape and is connected with the sewage treatment container barrel is in an arc shape.

The vertical flow guide channel is a vertical flow passage with the side surface communicated with the horizontal water inlet pipe or the horizontal water outlet pipe and led to the lower part, the top of the vertical flow guide channel is opened, the vertical flow guide channel is in a circular tube shape, a groove shape or a semicircular tube shape, or the vertical flow guide channel is a vertical flow guide groove which is arranged behind the horizontal water inlet pipe or in front of the horizontal water outlet pipe and is a vertical flow guide plate or a U-shaped vertical flow guide groove, and the vertical flow guide plate or the vertical flow guide groove is a vertical channel formed between the end enclosure and the end enclosure.

The water discharging device for reducing speed and stabilizing flow is a three-way water discharging device, the three-way water discharging device is composed of a vertical flow guide pipe and a horizontal water outlet pipe, a small-caliber water outlet is formed in the bottom of the vertical flow guide pipe, an overflow port is formed in the top of the vertical flow guide pipe, one end of the horizontal water outlet pipe is communicated with the side face of the vertical flow guide pipe, the other end of the horizontal water outlet pipe is a water outlet, and the horizontal water outlet pipe is led to the outside of the sewage treatment container.

The utility model is suitable for a carry out stabilization to domestic sewage's excrement is dirty, especially is used for adopting the anaerobic treatment pond of glass steel material or engineering plastics material to carry out the stabilization of excrement and is handled, and useful part is the bearing capacity and the intensity of the septic tank space division board that can improve glass steel or plastics material, increase of service life, guarantee synchronous curing treatment pond need be in batches clearly drawn the operational reliability of mud.

Drawings

The structure of the present invention will be further described with reference to the accompanying drawings and examples.

Fig. 1 is a schematic top plan view of embodiment 1 of the present invention.

Fig. 2 is a schematic view of section a-a of embodiment 1 of the present invention.

Fig. 3 is a schematic top plan view of embodiment 2 of the present invention.

Fig. 4 is a schematic top plan view of embodiment 3 of the present invention.

In the attached drawings, 1, a water diversion well; 2. an inner container type anaerobic treatment tank; 3. a water inlet pipe; 4. a water outlet device; 5. a water inlet branch pipe; 6. a water passing hole or a water passing pipe; 7. a head-shaped partition plate; 8. An exhaust pipe; 9. an inspection opening and a cover plate; 10. a valve or gate or baffle; 11. and (4) a vent hole.

Detailed Description

As shown in figure 1, 2 embodiment 1 is composed of two water diversion well 1 and two liner type anaerobic treatment pool 2 formed manure treatment device, the water inlet pipe 3 is connected with a water diversion well 1, two water inlet branch pipes 5 are led out from the water diversion well 1, one end of one water inlet branch pipe 5 is provided with a valve or a flashboard or a baffle 10, the other end is communicated with one liner type anaerobic treatment pool 2, the other water inlet branch pipe 5 is connected with the other water diversion well 1, a water inlet branch pipe 5 is led out from the water diversion well 1, one end of the water inlet branch pipe 5 is provided with a valve or a flashboard or a baffle, the other end is connected with the other liner type anaerobic treatment pool 2, the liner type anaerobic treatment pool 2 is internally provided with a seal head type clapboard 7, the middle part of the seal head type clapboard 7 is provided with a water through hole 6, the upper part of the seal head type clapboard 7 is provided with a vent hole 11, the seal head type clapboard 7 divides the internal space of the liner type anaerobic treatment pool 2 into two spaces, an inspection hole and a cover plate 9 are arranged on the tank body at the top of each lattice space, an exhaust pipe 8 leading to the outside is arranged on the tank body at the top of the front lattice space, a water outlet device 4 is arranged in the rear lattice space of the liner type anaerobic treatment tank 2, the water outlet device 4 is a horizontal water outlet pipe or a water outlet tee joint or an overflow device consisting of the horizontal water outlet pipe and a vertical diversion channel or a drainage device for reducing and stabilizing the speed, and valves or flashboards or baffles 10 in the two water diversion wells 1 are opened alternately.

As shown in fig. 3, the embodiment 2 is a fecal sewage treatment device composed of a water diversion well 1 and two sets of liner anaerobic treatment tanks 2, a water inlet pipe 3 is connected with the water diversion well 1, then two water inlet branch pipes 5 are led out from the water diversion well 1, the two water inlet branch pipes 5 are respectively connected with one liner anaerobic treatment tank 2, a valve or a gate plate or a baffle plate 10 is arranged at the pipe orifice of each water inlet branch pipe 5 in the water diversion well 1, and the design of other aspects of the embodiment is the same as that of the embodiment 1.

As shown in figure 4, the embodiment 3 is a feces treatment device composed of three water diversion wells 1, three valves or flashboards or baffles 10 and three liner-type anaerobic treatment pools 2, wherein a water inlet pipe 3 is connected with one water diversion well 1, two water inlet branch pipes 5 are led out from the water diversion well 1, one water inlet branch pipe 5 is communicated with one liner-type anaerobic treatment pool 2, the other water inlet branch pipe 5 is connected with the second water diversion well 1, two water inlet branch pipes 5 are led out from the second water diversion well 1, one water inlet branch pipe 5 is communicated with the second liner-type anaerobic treatment pool 2, the other water inlet branch pipe 5 is connected with the third water diversion well 1, one water inlet branch pipe 5 is led out from the third water diversion well 1 and is communicated with one liner-type anaerobic treatment pool 2, a valve or flashboard 10 is arranged at the pipe orifice part of each water inlet branch pipe 5 connected with the liner-type anaerobic treatment pool 2 in the water diversion well 1, this embodiment is otherwise designed as in embodiment 1.

Claims

1. A synchronous curing excrement treatment device is characterized in that the excrement treatment device is formed by communicating a water diversion guide device with at least two inner container type anaerobic treatment tanks, the water diversion guide device is provided with at least one water diversion guide well, at least two water inlet branch pipes are led out from the water diversion guide well and are respectively communicated with the at least two inner container type anaerobic treatment tanks, and valves or flashboards or baffles are arranged on each water inlet branch pipe or at pipe orifice parts of the water inlet branch pipes led out from the water diversion guide well.

2. The synchronous curing fecal sewage treatment device of claim 1 wherein the liner-type anaerobic treatment tank is a fecal sewage treatment device having at least one head-shaped partition dividing the interior space of the container into at least two chambers connected in series in a horizontal cylindrical sewage treatment container, the sewage treatment container is composed of a horizontal cylindrical sewage treatment container cylinder and two end heads, the head at one end has a water inlet device, the head at the other end has a water outlet device, the interior space of the sewage treatment container is provided with at least one head-shaped partition, the head-shaped partition is provided with a water through hole or a water through pipe, the upper part of the head-shaped partition is provided with a vent hole, the tank body above each chamber of the sewage treatment container is provided with an inspection hole and a cover plate, the top of the sewage treatment container or the upper parts of the head at both ends is provided with an exhaust pipe leading to the outside, the excrement treatment device is made of glass fiber reinforced plastic materials or engineering plastic materials.

3. The device for treating fecal sewage by synchronous curing as claimed in claim 1 wherein the diversion device is composed of diversion well, water inlet branch pipe, valve or gate plate or baffle plate, the top view shape of the diversion well is circular or polygonal, the diversion well is composed of shaft, well bottom plate, inspection port and cover plate, at least two water inlet and outlet sockets, the valve or gate plate or baffle plate is arranged on the water passing cross section position in front of the water inlet and outlet socket in at least one water outlet direction.

4. The device for treating fecal sewage with synchronous curing as claimed in claim 2, wherein the head-shaped partition is a space partition inside the sewage treatment container, the plate surface of the head-shaped partition is hemispherical or crown-shaped, or the cross-sectional shape of the head-shaped partition is circular arc, or the cross-sectional shape of the head-shaped partition is trapezoidal table-shaped, the surface of the head-shaped partition is smooth without protrusion, or the plate surface is provided with reinforcing ribs, or the plate surface is provided with concave-convex structure, the head-shaped partition is provided with at least one water passing hole or water passing pipe, the water passing hole or water passing pipe is arranged in the middle of the head-shaped partition, or the lower part of the head-shaped partition, or the upper part of the head-shaped partition, or both the middle part and the lower part of the head-shaped partition are provided with water passing holes.

5. The device for treating feces after synchronous curing according to claim 2, wherein the water inlet device is a horizontal water inlet pipe, or a water inlet tee, or an overflow device formed by the horizontal water inlet pipe and a vertical diversion channel, and the water outlet device is a horizontal water outlet pipe, or a water outlet tee, or an overflow device formed by the horizontal water outlet pipe and a vertical diversion channel, or a deceleration and steady flow drainage device.