CN210215123U

CN210215123U - Glass fiber reinforced plastic septic tank

Info

Publication number: CN210215123U
Application number: CN201920908456.6U
Authority: CN
Inventors: Lin Zhang; 张琳; Ling Guan; 关玲; Hongfeng Zhang; 张宏峰; Qing Zhang; 张庆; Zhancheng Zhang; 张占成; Peiyang Wang; 王培养
Original assignee: Qinyang Hongda Technology Co ltd
Current assignee: Qinyang Hongda Technology Co ltd
Priority date: 2019-06-17
Filing date: 2019-06-17
Publication date: 2020-03-31
Anticipated expiration: 2029-06-17

Abstract

The utility model discloses a glass fiber reinforced plastic septic tank, which comprises a tank made of glass fiber reinforced plastic, wherein the tank is internally divided into a first-stage anaerobic chamber, a second-stage anaerobic chamber and a clarification chamber from left to right, a bottom plate between the first-stage anaerobic chamber and the second-stage anaerobic chamber is of the steepest curve structure, a collection chamber is arranged above the first-stage anaerobic chamber and the second-stage anaerobic chamber, a first air-homogenizing pore plate is arranged between the collection chamber and the first-stage anaerobic chamber and between the collection chamber and the second-stage anaerobic chamber, a waste gas purification chamber is arranged above the clarification chamber and is divided into a first-stage purification chamber and a second-stage purification chamber, adsorption balls are respectively arranged in the first-stage purification chamber and the second-stage purification chamber, a cleaning port is arranged on the tank wall at the upper end of the first-stage anaerobic chamber and the second-stage purification chamber, an inverted L-shaped exhaust pipe is arranged on the tank wall at the upper end of the second-stage purification chamber, a blow-, can purify waste gas, convenient maintenance.

Description

Glass fiber reinforced plastic septic tank

Technical Field

The utility model belongs to the septic tank field, concretely relates to glass tempering manure pit.

Background

The septic tank is a miniature sewage treatment device, extensive being applied to district, hospital, mill, scenic spot etc, most suspended solid can be got rid of to sewage through the sedimentation of septic tank, and degrade partial organic matter through the anaerobic fermentation effect of microorganism, but the deposit that is located the bottom of the pool is difficult complete to be taken out, all be from the deep bottom extraction of septic tank upper portion intubate when extracting the deposit, difficult control orificial position after the excrement pipe deepened to the bottom owing to take out, lead to appearing the inconvenient and incomplete problem of extraction. In addition, organic matters in the septic tank can generate gas when decomposed, the gas has peculiar smell, and the direct discharge can generate air pollution.

SUMMERY OF THE UTILITY MODEL

The utility model provides a novel glass tempering manure pit to the not enough of above-mentioned prior art to solve the difficult problem of clearly drawing and peculiar smell gaseous emission of deposit.

In order to achieve the above purpose, the present invention is implemented by the following technical solutions:

the utility model provides a glass tempering manure pit, includes the tank, tank inside separates in proper order for one-level anaerobic chamber, second grade anaerobic chamber and clarification chamber from a left side to the right side, be equipped with bottom plate and first baffle between one-level anaerobic chamber and the second grade anaerobic chamber, the bottom plate is the fastest curve structure, and bottom plate one end is equipped with the second baffle with the lower part fixed connection of jar wall, the lower extreme fixed connection of the other end and first baffle between second grade anaerobic chamber and the clarification chamber, and the top of clarification chamber is provided with exhaust-gas purification room.

Further, a gas collecting chamber is arranged above the first-stage anaerobic chamber and the second-stage anaerobic chamber, a first gas pore plate is arranged between the gas collecting chamber and the first-stage anaerobic chamber and between the gas collecting chamber and the second-stage anaerobic chamber, the cross section of the first gas pore plate is L-shaped, the upper part of a vertical section of the first gas pore plate is fixedly connected with the tank wall, the right end of a horizontal section is fixedly connected with the second baffle, and the bottom of the horizontal section is fixedly connected with the first baffle.

Further, the waste gas clean room divide into one-level clean room and second grade clean room, is equipped with the even orifice plate of second between one-level clean room and the clarification room, is equipped with the fourth baffle between second grade clean room and the clarification room, is equipped with the third baffle between one-level clean room and the second grade clean room, be equipped with the air duct on the third baffle, adsorption ball has all been placed in one-level clean room and the second grade clean room, adsorption ball is the spheroid of adopting the active carbon to make.

Furthermore, a filter screen is embedded in the lower portion of the first baffle, an air guide pipe is arranged above the second baffle and communicated with the air collection chamber and the primary purification chamber, and a filter screen is embedded in the second baffle and used for communicating the secondary anaerobic chamber and the clarification chamber.

Further, tank left side upper end is equipped with into dirty pipe, and tank left side lower extreme is equipped with clearly draws the pipe, clearly draw the pipe be located the bottom plate below and with second grade anaerobic room intercommunication, be equipped with clearly on the upper end jar wall of one-level anaerobic room and draw the mouth, be equipped with material mouth and blast pipe on the upper end jar wall of exhaust gas purification room, be equipped with the blow off pipe on the wall of clarification room right side, advance dirty pipe, clearly draw the pipe, clearly draw mouthful, material mouth and blow off pipe on all be furnished with sealed lid.

Further, the exhaust pipe is an inverted L-shaped bent pipe.

Further, the tank body that the tank was made for adopting the glass steel, is equipped with the strengthening rib on the tank left and right sides, and the bottom of tank is equipped with the support.

The utility model has the advantages that:

the utility model discloses a glass fiber reinforced plastic septic tank, the tank is the tubular structure, and some strengthening ribs can improve the intensity of tank, the bottom of the first-level anaerobic chamber is the fastest curve structure, when extracting deposit, deposit easily and quickly slides to the manure extraction pipe mouth, so that extraction is more convenient, deposit is extracted more cleanly, the cleaning pipe of the second-level anaerobic chamber is positioned at the lower end of the left side of the tank and is positioned below the bottom plate to be communicated with the second-level anaerobic chamber, when extracting deposit, the deposit can be directly extracted at the bottom through the cleaning pipe, so that extraction is more convenient, waste gas generated in the first-level anaerobic chamber and the second-level anaerobic chamber enters the gas collection chamber through the first gas-homogenizing hole plate, waste gas in the gas collection chamber enters the waste gas purification chamber through the gas guide pipe, adsorption balls are arranged in the waste gas purification chamber to purify waste gas, and a material port is arranged on the tank wall of the first-level and second-level, the adsorption ball is filled to convenient clearance, and second grade clean room upper end blast pipe is for falling "L" shape, and the design of blast pipe has also effectually prevented that debris and rainwater from passing through the blast pipe entering jar in.

Drawings

Fig. 1 is a schematic structural diagram of the glass fiber reinforced plastic septic tank of the utility model.

Figure 2 is a left side view of the glass fiber reinforced plastic septic tank.

Fig. 3 is a schematic structural diagram of the first baffle and the filter screen of the glass fiber reinforced plastic septic tank.

The reference numbers in the drawings are as follows: 1 is the pond jar, 2 is for drawing the mouth clearly, 3 is the material mouth, 4 is for drawing the pipe clearly, 5 is the bottom plate, 601 is first even gas orifice plate, 602 is the even gas orifice plate of second, 7 is the air duct, 8 is the adsorption ball, 901 is first baffle, 902 is the second baffle, 903 is the third baffle, 904 is the fourth baffle, 10 is the blast pipe, 11 is the sewage inlet pipe, 12 is the blow off pipe, 13 is one-level anaerobic chamber, 14 is second grade anaerobic chamber, 15 is the clarification chamber, 16 is the support, 17 is the filter screen, 18 is exhaust gas purification room, 19 is the strengthening rib, 20 is the collection chamber.

Detailed Description

The septic tank of the utility model is further explained by combining the attached drawings and the specific embodiment as follows:

in the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. indicate the position or positional relationship based on the position or positional relationship shown in fig. 1, or the position or positional relationship that the product of the present invention is usually placed when in use, and are only for convenience of description and simplification of the description, but do not indicate or imply that the device or element referred to must have a specific position, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," "third," and the like are used solely to distinguish one from another and are not to be construed as indicating or implying relative importance.

As shown in fig. 1 to 3, the utility model provides a glass fiber reinforced plastic septic tank, which comprises a tank 1 made of glass fiber reinforced plastic, wherein the tank 1 is of a cylindrical structure, the tank 1 is internally and sequentially divided into a first-stage anaerobic chamber 13, a second-stage anaerobic chamber 14 and a clarification chamber 15 from left to right, a bottom plate 5 and a first baffle 901 are arranged between the first-stage anaerobic chamber 13 and the second-stage anaerobic chamber 14, the bottom plate 5 is of a steepest curve structure, one end of the bottom plate 5 is fixedly connected with the lower part of the left end of the tank wall, the other end of the bottom plate is fixedly connected with the lower end of the first baffle 901, a second baffle 902 is arranged between the second-stage anaerobic chamber 14 and the clarification chamber 15, a gas collection chamber 20 is arranged on the first-stage anaerobic chamber 13 and the second-stage anaerobic chamber 14, a first gas-homogenizing pore plate 601 is arranged between the gas collection chamber 20 and the first-stage anaerobic chamber 13 and the second-stage anaerobic chamber 14, the first gas-homogenizing pore plate 601 is of a plate, even orifice plate 601 vertical section top and jar wall fixed connection, the right-hand member of horizontal segment and second baffle 902 fixed connection, the bottom and the first baffle 901 fixed connection of horizontal segment, the top of clarification room 15 is provided with exhaust gas purification room 18, exhaust gas purification room 18 divide into one-level clean room and second grade clean room, and adsorption ball 8 has all been placed in one-level clean room and the second grade clean room, is equipped with the even orifice plate 602 of second between one-level clean room and the clarification room 15, is equipped with fourth baffle 904 between second grade clean room and the clarification room 15, is equipped with third baffle 903 between one-level clean room and the second grade clean room.

The lower part of the first baffle 901 is embedded with a filter screen 17, so that the upper layer liquid in the first-stage anaerobic chamber 13 flows into the second-stage anaerobic chamber 14, the second baffle 902 is embedded with a filter screen 17 for communicating the second-stage anaerobic chamber 14 with the clarification chamber 15, so that the upper layer liquid in the second-stage anaerobic chamber 14 flows into the clarification chamber 15, the upper end of the second baffle 902 is provided with a gas guide pipe 7, the gas guide pipe 7 is communicated with a gas collection chamber 20 and a first-stage purification chamber, so that the waste gas in the gas collection chamber 20 enters the first-stage purification chamber, and the third baffle 903 is provided with a gas guide pipe 903, so that the gas in the first-stage.

1 left side upper end of tank 1 is equipped with into dirty pipe 11, and 1 left side lower extreme of tank is equipped with clearly draws pipe 4, clearly draws pipe 4 to be located bottom plate 5 below and communicate with second grade anaerobic room 14, is equipped with clearly on the upper end jar wall of one-level anaerobic room 13 and draws mouth 2, is equipped with material mouth 3 on the upper end jar wall of one-level clean room and second grade clean room, is equipped with down "L" shape blast pipe 10 on the upper end jar wall of second grade clean room, is equipped with blow off pipe 12 on the 15 right side walls of clarification chamber, all be furnished with sealed lid on advancing dirty pipe 11, clearly drawing mouth 2, material mouth 3, the blow off pipe 12, the bottom of tank 1 is equipped with support 16, is equipped with strengthening rib 19 on the 1 left and right sides of tank.

During the use, sewage gets into in the one-level anaerobic chamber 13 of tank 1 through sewage inlet pipe 11, and the thing that slightly floats in the sewage floats in the surface of water upper strata, can take out from clear draw mouthful 2, and the solid matter in the sewage sinks to the bottom of the pool, then decomposes, and liquid gets into second grade anaerobic chamber 14 through filter screen 17 on first baffle 901, and organic matter in it degrades at second grade anaerobic chamber 14, and upper liquid gets into clarification chamber 15 through filter screen 17 on second baffle 902, and the liquid accessible blow off pipe 12 that gets into clarification chamber 15 discharges.

When the sediments in the first-stage anaerobic chamber 13 need to be cleared, the excrement pumping pipe can go deep into the bottom of the first-stage anaerobic chamber 13 for extraction through the clearing opening 2 at the upper end of the first-stage anaerobic chamber 13, and because the bottom plate 5 is in the fastest curve structure, the sediments in the first-stage anaerobic chamber 13 can directly and quickly slide to the excrement pumping pipe opening when being cleared, so that clearing is more convenient and more thorough, the sediments in the second-stage anaerobic chamber 14 can be cleared quickly only through the clearing pipe 4, waste gas generated in the first-stage anaerobic chamber 13 and the second-stage anaerobic chamber 14 enters the gas collection chamber 20 through the first gas-homogenizing hole plate 601, the waste gas in the gas collection chamber 20 enters the first-stage purification chamber through the gas guide pipe 7 at the upper end of the second baffle 902 and is purified through the adsorption balls 8, the gas after the first-stage purification enters the second-stage purification chamber through the gas guide pipe 7 on the fourth baffle 904 and is subjected to secondary purification through the adsorption balls 8, and the gas after the secondary purification is discharged, the even pore plate 602 of second of waste gas in the clarification chamber 15 direct through the top gets into the one-level clean room and purifies, later get into the second grade clean room through air duct 7 on the third baffle 903 and purify, discharge through blast pipe 10 at last, the one-level clean room is equipped with material mouth 3 with the upper end of second grade clean room, be convenient for clear up the change to adsorbing ball 8, the design of "L" shape blast pipe 10 of falling is effectual has prevented in debris and the rainwater directly gets into the jar through blast pipe 10, the above design makes this glass tempering manure pit convenient to use, it is convenient to maintain.

The above-mentioned embodiments are merely preferred embodiments of the present invention, and not intended to limit the scope of the present invention, so that equivalent changes or modifications made by the structure, features and principles of the present invention should be included in the claims of the present invention.

Claims

1. The utility model provides a glass tempering manure pit, includes tank (1), its characterized in that: the anaerobic tank is characterized in that the tank (1) is internally and sequentially divided into a first-stage anaerobic chamber (13), a second-stage anaerobic chamber (14) and a clarifying chamber (15) from left to right, a bottom plate (5) and a first baffle (901) are arranged between the first-stage anaerobic chamber (13) and the second-stage anaerobic chamber (14), the bottom plate (5) is of a fastest curve structure, one end of the bottom plate (5) is fixedly connected with the lower part of a tank wall, the other end of the bottom plate is fixedly connected with the lower end of the first baffle (901), a second baffle (902) is arranged between the second-stage anaerobic chamber (14) and the clarifying chamber (15), and a waste gas purifying chamber (18) is arranged above the clarifying chamber (15).

2. The glass fiber reinforced plastic septic tank of claim 1, wherein a gas collection chamber (20) is arranged above the primary anaerobic chamber (13) and the secondary anaerobic chamber (14), a first gas-distributing pore plate (601) is arranged between the gas collection chamber (20) and the primary anaerobic chamber (13) and between the gas collection chamber (20) and the secondary anaerobic chamber (14), the cross section of the first gas-distributing pore plate (601) is L-shaped, the upper part of the vertical section of the first gas-distributing pore plate (601) is fixedly connected with the tank wall, the right end of the horizontal section is fixedly connected with the second baffle (902), and the bottom of the horizontal section is fixedly connected with the first baffle (901).

3. The glass fiber reinforced plastic septic tank of claim 1, wherein the waste gas purification chamber (18) is divided into a primary purification chamber and a secondary purification chamber, a second air pore homogenizing plate (602) is arranged between the primary purification chamber and the clarification chamber (15), a fourth baffle (904) is arranged between the secondary purification chamber and the clarification chamber (15), a third baffle (903) is arranged between the primary purification chamber and the secondary purification chamber, an air duct (7) is arranged on the third baffle (903), adsorption balls (8) are arranged in the primary purification chamber and the secondary purification chamber, and the adsorption balls (8) are balls made of activated carbon.

4. The glass fiber reinforced plastic septic tank of claim 1, wherein: the lower part of the first baffle (901) is embedded with a filter screen (17), the upper part of the second baffle (902) is provided with an air duct (7), the air duct (7) is communicated with a gas collecting chamber (20) and a primary purification chamber, and the second baffle (902) is embedded with the filter screen (17) for communicating a secondary anaerobic chamber (14) and a clarification chamber (15).

5. The glass fiber reinforced plastic septic tank of claim 1, wherein: pond jar (1) left side upper end is equipped with into dirty pipe (11), and pond jar (1) left side lower extreme is equipped with clearly draws pipe (4), clearly draws pipe (4) to be located bottom plate (5) below and communicate with second grade anaerobic chamber (14), is equipped with clearly on the upper end jar wall of one-level anaerobic chamber (13) and draws mouth (2), is equipped with material mouth (3) and blast pipe (10) on the upper end jar wall of exhaust gas purification room (18), is equipped with blow off pipe (12) on clarification chamber (15) right side wall, all be furnished with sealed lid on advancing dirty pipe (11), clearly drawing pipe (4), clearly draw mouth (2), material mouth (3) and blow off pipe (12).

6. The glass fiber reinforced plastic septic tank of claim 5, wherein the exhaust pipe (10) is an inverted L-shaped bent pipe.

7. The glass fiber reinforced plastic septic tank of claim 1, wherein: tank body that tank (1) was made for adopting the glass steel is equipped with strengthening rib (19) on the left and right sides of tank (1), and the bottom of tank (1) is equipped with support (16).