CN101736803B

CN101736803B - Sewage deodorization and discharge system with water storage pipes

Info

Publication number: CN101736803B
Application number: CN200910227218XA
Authority: CN
Inventors: 鲍福来
Original assignee: Individual
Current assignee: Individual
Priority date: 2009-12-01
Filing date: 2009-12-01
Publication date: 2011-09-07
Anticipated expiration: 2029-12-01
Also published as: CN101736803A

Abstract

The invention belongs to the technical field of urban sewage discharge and treatment, in particular to a sewage deodorization and discharge system with water storage pipes. In the system, water storage pipes are additionally arranged between a sewage pipe and a sewage discharge pipeline, between the sewage discharge pipeline and a septic tank, and between the septic tank and a pit as well as between two pits, wherein the water storage pipe is in an arc shape, and a distance from the upper edge of the pipeline to the bottom of a lower arc is not larger than 2.5 times of the pipe diameter; the bottom of an upper arc is lower than the lower edge of the pipeline; and a sewage well is arranged between the pits and a total sewage discharge pipe. The pipeline is sealed by utilizing water stored in an arc section of the water storage pipe so as to ensure that gas in the pipeline cannot circulate. The system can be applied to the construction of a new sewage discharge system and the transformation of an old sewage discharge system, has wide application range and can solve the problem of odors of toilets. Moreover, the arc pipeline reduces the resistance of flowing water, and meanwhile, feculences in water can be effectively prevented from depositing at the bottom of the arc so as to avoid pipeliune blockage. The system can also solve the problem of odors given by pits of housing districts and roads and improve the travel environment of people.

Description

The sewage deodorization and discharge system of band trap

Technical field:

The invention belongs to urban sewage discharge and administer technical field, be specifically related to a kind of sewage deodorization and discharge system with trap.

Background technology:

Along with economic development, increasing of people's income, the increasing quality of life of paying close attention to oneself of people, but, perplex the foul smell problem of people's washroom for a long time, the foul smell problem of sewer, cloudy well that is seen everywhere and cloudy well foul smell problem never are solved, have a strong impact on people's quality of life, at washroom foul smell problem and sewer foul smell problem, people have designed " U " shape pipe and serpentine pipe, these two kinds of pipelines are to have a certain amount of water in pipeline, thereby it is air in air in the washroom and the sewer pipe is isolated, prevent that the foul smell in the sewer pipe from leading to washroom even indoor by channel flow, this method has well solved the foul smell problem of washroom, but, no matter be " U " shape pipe or serpentine pipe, its resistance to flowing water is all very big, dirt in the water deposits in pipe bent position easily, thereby cause line clogging, cause many inconvenience to people's life, no matter be to see cloudy well everywhere in the sub-district or on the highway, if running into cloudy well stops up, leak, the stench that distributes in the cloudy well brings very big influence for people's trip.

Summary of the invention:

In sum, in order to overcome the deficiency of prior art problem, the invention provides a kind of sewage deodorization and discharge system with trap, it can be used for the construction of new foul water system, also can be used for the transformation to existing system, applied range, can effectively solve washroom foul smell problem, and pipeline is not easy to stop up, and can also solve the foul smell that the cloudy well on sub-district and the highway distributes, and improves people's living environment.

For realizing above-mentioned target, the technical solution used in the present invention is:

A kind of sewage deodorization and discharge system with trap, comprise sewer pipe 3, sewer pipe 3 is provided with first soil pipe 1 and second soil pipe 5, second soil pipe 5 connects the 3rd soil pipe 7, the horizontal segment of sewer pipe 3 connects septic tank 9, septic tank 9 connects the first cloudy well 12 by first pipeline 10, the first cloudy well 12 connects the second cloudy well 15 by second pipeline 13, the second cloudy well 15 connects the 3rd public cloudy well 18 that municipal administration is provided with by the 3rd pipeline 16, wherein: described first soil pipe 1, be respectively arranged with first trap 2 on the horizontal segment of second soil pipe 5 and the 3rd soil pipe 7, second trap 4 and the 3rd trap 6, the horizontal segment of sewer pipe 3 is arranged under the liquid level of septic tank 9, described first pipeline, 10 length are at least 1m, the two ends of first pipeline 10 are arranged on the liquid level of the septic tank 9 and the first cloudy well 12, first pipeline 10 is provided with the 4th trap 11, the length of second pipeline 13 is at least 1m, second pipeline 13 two ends be arranged on the liquid level of the first cloudy well 12 and the second cloudy well 15, second pipeline 13 is provided with the 5th trap 14, the length of the 3rd pipeline 16 is at least 1m, the 3rd pipeline 16 two ends be arranged on the liquid level of the second cloudy well 15 and the 3rd cloudy well 18, the 3rd pipeline 16 is provided with the 6th trap 17, be provided with sink hole 20 between the described the 3rd cloudy well 18 and the blowdown main 22, sink hole 20 is connected with the 3rd cloudy well 18 by the 4th pipeline 19, the 4th pipeline 19 two ends be arranged under the liquid level of the 3rd cloudy well 18 and sink hole 20, sink hole 20 is arranged on the liquid level of sink hole 20 and blowdown main 22 by the two ends that the 5th pipeline 21 connects blowdown main 22 the 5th pipeline 21, the well head sealing of sink hole 20, the distance 〉=1m between its well head and the ground.

Further, be provided with the 7th trap 8 between described sewer pipe 3 and the septic tank 9.

Further, the described sink hole 20 and the 3rd cloudy well 18 shared boreholes wall, the shared borehole wall is provided with passage 23, and passage 23 is arranged under the liquid level of sink hole 20 and the 3rd cloudy well 18.

Further, the horizontal segment of described first pipeline 10, second pipeline 13, the 3rd pipeline 16, the 4th pipeline 19 two ends and first soil pipe 1, second soil pipe 5, the 3rd soil pipe 7 all keeps level.

Further, described first trap 2, second trap 4, the 3rd trap 6, the 7th trap 8, the 4th trap 11, the 5th trap 14 and the 6th trap 17 are circular arc, the caliber of 26 distance≤2.5 times at the bottom of the circular arc down, pipeline

upper edge

24,27 are lower than pipeline lower edge 25 at the bottom of the last circular arc.

Beneficial effect of the present invention is:

1, the invention provides a kind of sewage deodorization and discharge system with trap, it mainly utilizes the water that retains in the pipeline with seal for pipe joints, and the gas in the pipeline can not be flowed, and can not form convection current, reaches the purpose of deodorization.

2, the present invention can be used for the construction of new foul water system, also can be used for transformation to old foul water system, applied range, can effectively solve washroom foul smell problem, the trap that is provided with on soil pipe and the blow-off pipe is the circular arc pipeline, not only can reduce the resistance of flowing water, can prevent effectively that simultaneously dirt in the sealing is in the circular arc bottom deposit, avoid line clogging, can also solve the foul smell that the cloudy well on sub-district and the highway distributes, improve people's living trip environment.

3, the present invention can utilize current material construction, and do not need to add auxiliary material such as deodorant and can realize deodorization functions, labor and material saving, easy construction, construction costs is low.

Description of drawings:

Fig. 1 is used for the schematic diagram that new foul water system is built for the present invention;

Fig. 2 is used for the schematic diagram that existing foul water system is transformed for the present invention;

Fig. 3 is the enlarged drawing of A portion among Fig. 1 of the present invention.

The specific embodiment:

The present invention is described in further detail below in conjunction with drawings and Examples.

Embodiment one

As Fig. 1, shown in 3, sewer pipe 3 is provided with first soil pipe 1 and second soil pipe 5, second soil pipe 5 connects the 3rd soil pipe 7, on the horizontal segment of first soil pipe 1, be respectively arranged with first trap 2 on the horizontal segment of second soil pipe 5 and on the horizontal segment of the 3rd soil pipe 7, second trap 4 and the 3rd trap 6, the horizontal segment of sewer pipe 3 connects septic tank 9, the horizontal segment of sewer pipe 3 is arranged under the liquid level of septic tank 9, septic tank 9 connects the first cloudy well 12 by first pipeline 10, the length of first pipeline 10 is 1m, first pipeline, 10 two ends keep level, the two ends of first pipeline 10 are arranged on the liquid level of the septic tank 9 and the first cloudy well 12, first pipeline 10 is provided with the 4th trap 11, the first cloudy well 12 connects the second cloudy well 15 by second pipeline 13, the length of second pipeline 13 is 2m, second pipeline, 13 two ends keep level, the two ends of second pipeline 13 are arranged on the liquid level of the first cloudy well 12 and the second cloudy well 15, second pipeline 13 is provided with the 5th trap 14, the second cloudy well 15 connects the 3rd public cloudy well 18 by the 3rd pipeline 16, the length of the 3rd pipeline 16 is 4m, the 3rd pipeline 16 two ends keep level, the two ends of the 3rd pipeline 16 are arranged on the liquid level of the second cloudy well 15 and the 3rd cloudy well 18, the 3rd pipeline 16 is provided with the 6th trap 17, the 3rd cloudy well 18 connects sink hole 20 by the 4th pipeline 19, the two ends of the 4th pipeline 19 are arranged under the liquid level of the 3rd cloudy well 18 and sink hole 20, sink hole 20 connects blowdown main 22 by the 5th pipeline 21, the two ends of the 5th pipeline 21 are arranged on the liquid level of sink hole 20 and blowdown main 22, the well head sealing of sink hole 20, distance between its well head and the ground is 1m, referring to Fig. 3, first trap 2, second trap 4, the 3rd trap 6, the 4th trap 11, the 5th trap 14 and the 6th trap 17 are circular arc, its pipeline upper edge 24 distance of 26 at the bottom of the following circular arc is the caliber of twice, and 27 are lower than pipeline lower edge 25 at the bottom of the last circular arc.

Shown in Fig. 1,3, during use, with 1 blowdown of first soil pipe is example, sewage flows to sewer pipe 3 from first soil pipe 1, flows to septic tank 9 through sewer pipe 3, flows to the first cloudy well 12 through septic tank 9 by first pipeline 10 then, flow to the second cloudy well 15 through second pipeline 13 again, flow to the 3rd cloudy well 18 through the 3rd pipeline 16 again, flow to sink hole 20 through the 4th pipeline 19 again, after the 5th pipeline 21 flows to blowdown main 22.

As Fig. 1, shown in 3, after blowdown stops, the circular arc portion of first trap 2 has a certain amount of water, water is with 1 sealing of first soil pipe, thereby prevent that the foul smell in the sewer pipe 3 from entering in the washroom, the horizontal segment of sewer pipe 3 is arranged under the liquid level of septic tank 9, like this after blowdown stops, horizontal segment at sewer pipe 3 can have a certain amount of water, with sewer pipe 3 sealings, prevent that the gas in the septic tank 9 from entering sewer pipe 3, first pipeline 10 between the septic tank 9 and the first cloudy well 12 is provided with the 4th trap 11, after blowdown stops, there is a certain amount of water in the arc sections branch of the 4th trap 11, water is with 10 sealings of first pipeline, thereby stop the gas communication between the septic tank 9 and the first cloudy well 12, as a same reason, the 5th trap 14 between the first cloudy well 12 and the second cloudy well 15 is with 13 sealings of second pipeline, prevent the gas communication between the first cloudy well 12 and the second cloudy well 15, the 6th trap 17 between the second cloudy well 15 and the 3rd cloudy well 18 is with 16 sealings of the 3rd pipeline, prevent the gas communication between the second cloudy well 15 and the 3rd cloudy well 18, the 3rd cloudy well 18 connects sink hole 20 by the 4th pipeline 19, the two ends of the 4th pipeline 19 are arranged under the liquid level of the 3rd cloudy well 18 and sink hole 20, prevent the gas communication between the 3rd cloudy well 18 and the sink hole 20, so just guaranteed that the gas in the entire sewage exhaust system can not circulate each other, gas does not flow, foul smell just can't spread, thereby realizes the purpose of deodorization.

Embodiment two

As shown in Figure 2, repeat embodiment one, following difference is arranged: be provided with the 7th trap 8 between sewer pipe 3 and the septic tank 9, the sink hole 20 and the 3rd cloudy well 18 shared boreholes wall, the shared borehole wall is provided with passage 23, and passage 23 is arranged under the liquid level of sink hole 20 and the 3rd cloudy well 18.As shown in Figure 3, the 7th trap 8 is a circular arc, pipeline upper edge 24 distance of 26 at the bottom of the following circular arc is 1.5 times a caliber, 27 are lower than pipeline lower edge 25 at the bottom of the last circular arc, present embodiment is the transformation at old foul water system, it mainly is to set up the 7th trap 8 between the sewer pipe 3 of old foul water system and septic tank 9, respectively at first pipeline 10, set up the 4th trap 11 on second pipeline 13 and the 3rd pipeline 16, the 5th trap 14 and the 6th trap 17, between the 3rd cloudy well 18 and sewer house steward 22, sink hole 20 is set, the sink hole 20 and the 3rd cloudy well 18 shared boreholes wall, sink hole 20 and the 3rd cloudy well 18 are by passage 23 UNICOMs, passage 23 is arranged under the liquid level of sink hole 20 and the 3rd cloudy well 18, and sink hole 20 is connected by the 5th pipeline 21 with blowdown main 22.

Be noted that at last, the above embodiment is to the explanation of technical solution of the present invention and unrestricted, other modification that is equal to replacement or makes of affiliated technical field those of ordinary skill according to prior art, as long as do not exceed the thinking and the scope of technical solution of the present invention, all should be included within the interest field of the presently claimed invention.

Claims

1. sewage deodorization and discharge system with trap, comprise sewer pipe (3), sewer pipe (3) is provided with first soil pipe (1) and second soil pipe (5), second soil pipe (5) connects the 3rd soil pipe (7), the horizontal segment of sewer pipe (3) connects septic tank (9), septic tank (9) connects the first cloudy well (12) by first pipeline (10), the first cloudy well (12) connects the second cloudy well (15) by second pipeline (13), the second cloudy well (15) connects the 3rd public cloudy well (18) that municipal administration is provided with by the 3rd pipeline (16), it is characterized in that: described first soil pipe (1), second soil pipe (5), be respectively arranged with first trap (2) on the horizontal segment of the 3rd soil pipe (7), second trap (4) and the 3rd trap (6), the horizontal segment of sewer pipe (3) is arranged under the liquid level of septic tank (9), the length of described first pipeline (10) is at least 1m, the two ends of first pipeline (10) are arranged on the liquid level of the septic tank (9) and the first cloudy well (12), first pipeline (10) is provided with the 4th trap (11), the length of second pipeline (13) is at least 1m, the two ends of second pipeline (13) are arranged on the liquid level of the first cloudy well (12) and the second cloudy well (15), second pipeline (13) is provided with the 5th trap (14), the length of the 3rd pipeline (16) is at least 1m, the two ends of the 3rd pipeline (16) are arranged on the liquid level of the second cloudy well (15) and the 3rd cloudy well (18), the 3rd pipeline (16) is provided with the 6th trap (17), be provided with sink hole (20) between the described the 3rd cloudy well (18) and the blowdown main (22), sink hole (20) is connected with the 3rd cloudy well (18) by the 4th pipeline (19), the two ends of the 4th pipeline (19) are arranged under the liquid level of the 3rd cloudy well (18) and sink hole (20), sink hole (20) connects blowdown main (22) by the 5th pipeline (21), the two ends of the 5th pipeline (21) are arranged on the liquid level of sink hole (20) and blowdown main (22), the well head sealing of sink hole (20), the distance 〉=1m between its well head and the ground.

2. the sewage deodorization and discharge system of band trap according to claim 1 is characterized in that: be provided with the 7th trap (8) between described sewer pipe (3) and the septic tank (9).

3. the sewage deodorization and discharge system of band trap according to claim 1, it is characterized in that: the described sink hole (20) and the shared borehole wall of the 3rd cloudy well (18), the shared borehole wall is provided with passage (23), and passage (23) is arranged under the liquid level of sink hole (20) and the 3rd cloudy well (18).

4. the sewage deodorization and discharge system of band trap according to claim 1 is characterized in that: the horizontal segment of the two ends of described first pipeline (10), second pipeline (13), the 3rd pipeline (16), the 4th pipeline (19) and first soil pipe (1), second soil pipe (5), the 3rd soil pipe (7) all keeps level.

5. the sewage deodorization and discharge system of band trap according to claim 1 and 2, it is characterized in that: described first trap (2), second trap (4), the 3rd trap (6), the 7th trap (8), the 4th trap (11), the 5th trap (14) and the 6th trap (17) are circular arc, the caliber of distance≤2.5 times of (26) at the bottom of the following circular arc, pipeline upper edge (24), (27) are lower than pipeline lower edge (25) at the bottom of the last circular arc.