CN214940813U - Prevent municipal drainage pipe of stifled type - Google Patents

Prevent municipal drainage pipe of stifled type Download PDF

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Publication number
CN214940813U
CN214940813U CN202120346156.0U CN202120346156U CN214940813U CN 214940813 U CN214940813 U CN 214940813U CN 202120346156 U CN202120346156 U CN 202120346156U CN 214940813 U CN214940813 U CN 214940813U
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pipe
section
drainage
bent
municipal drainage
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CN202120346156.0U
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郑创雄
叶东鹏
黄锴
张晓烽
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Guangdong Jian'an Municipal Engineering Co ltd
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Guangdong Jian'an Municipal Engineering Co ltd
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Abstract

The utility model belongs to the technical field of municipal drainage pipe's technique and specifically relates to a prevent municipal drainage pipe of plug-in type is related to, it is including being used for changing the mainstream pipe of water flow direction in the drainage pipe, the mainstream pipe intercommunication has the auxiliary flow pipe, the mainstream pipe includes the inflow section that communicates in proper order along the rivers direction, first bending tube and outflow section, the inflow section is vertical setting, the outflow section is the level setting, auxiliary flow pipe one end and the lateral wall intercommunication of inflow section, the other end and the lateral wall intercommunication of outflow section, the both ends of auxiliary flow pipe all are higher than the outflow section setting. This application has the effect of the unable normal work of problem of drainage pipe that leads to that the department of buckling of solving municipal drainage pipe is blockked up.

Description

Prevent municipal drainage pipe of stifled type
Technical Field
The application relates to municipal drainage pipe's technical field especially relates to a municipal drainage pipe who prevents stifled type.
Background
Municipal drainage pipelines include various drainage pipelines such as rainwater pipelines, domestic sewage pipelines, industrial sewage pipelines and the like, and the drainage pipelines are an important component in municipal construction and are an indispensable part for building urban infrastructures.
Municipal drainage pipelines are generally buried underground in cities, and communicate factories, residential buildings or roads with sewage treatment plants, so that wastewater discharged from the factories, the residential buildings or the roads can flow into the sewage treatment plants for treatment. Because distribute between each mill, the residential building relatively for the dispersion, municipal drainage pipe need communicate a plurality of mills or residential buildings that disperse in different places, therefore municipal drainage pipe generally has a plurality of return bends in order to change the flow direction of rivers in the pipeline for waste water rivers can gather in municipal drainage pipe's trunk.
In view of the above-mentioned related technologies, the inventor believes that waste water often contains many garbage impurities, and the garbage impurities are most likely to gather at the bent position of the municipal drainage pipeline and block the drainage pipeline, so that the drainage pipeline cannot normally discharge the waste water, and inconvenience is caused to the life of residents and the production of factories.
SUMMERY OF THE UTILITY MODEL
In order to solve municipal drainage pipe's the department of buckling and blockked up and lead to the unable problem of normal work of drainage pipe, this application provides a municipal drainage pipe who prevents stifled type.
The application provides a municipal drainage pipe who prevents stifled type adopts following technical scheme:
the utility model provides a prevent municipal drainage pipe of stifled type, is including being used for changing the mainstream pipe of water flow direction in the drainage pipe, the mainstream pipe intercommunication has the auxiliary flow pipe, the mainstream pipe includes along the inflow section, first bending pipe and the outflow section that the rivers direction feeds through in proper order, the inflow section is vertical setting, the outflow section is the level setting, auxiliary flow pipe one end with the lateral wall intercommunication of inflow section, the other end with the lateral wall intercommunication of outflow section, the both ends of assisting the flow pipe all are higher than the outflow section sets up.
By adopting the technical scheme, if the main flow pipe is unblocked, water flows through the main flow pipe in the drainage pipeline to change the flow direction, and at the moment, because both ends of the auxiliary flow pipe are higher than the outflow section, the water does not flow through the auxiliary flow pipe; if rubbish impurity blocks up and leads to the mainstream pipe to be blockked up by rubbish debris in first bending pipe, rivers flow into and assist the flow pipe and discharge drainage pipe through assisting the flow pipe to make drainage pipe still can continue to work, thereby solved municipal drainage pipe's the department of buckling and blockked up and lead to the unable problem of normal work of drainage pipe.
Optionally, the auxiliary flow pipe comprises a retention pipe and a drainage pipe, the water inlet end of the retention pipe is communicated with the inflow section, the water outlet end of the retention pipe is communicated with the water inlet end of the drainage pipe, the water outlet end of the drainage pipe is communicated with the outflow section, the water inlet end of the retention pipe is higher than the water outlet end of the retention pipe, and the water outlet end of the drainage pipe is higher than the water inlet end of the drainage pipe.
Through adopting above-mentioned technical scheme, the stay tube is the U type setting with the drainage tube and forms the siphon with the outflow section, and when displacement reduced, the water that stays in tube and drainage tube under the siphon effect will carry the rubbish debris that rivers are inclusive to discharge through the outflow section to reduce the rubbish debris that the rivers carried in the subsidiary flow pipe and cause the risk of secondary jam to the mainstream pipe, improved drainage pipe's security. Theoretically, the auxiliary flow pipe can be communicated with another auxiliary flow pipe, so that the joint work of a plurality of auxiliary flow pipes is realized to reduce the risk that the auxiliary flow pipes are blocked, and the working stability of the drainage pipeline is improved.
Optionally, the water outlet end of the drainage tube is far away from the first bending tube.
Through adopting above-mentioned technical scheme, keep away from the drainage tube that first bending tube set up and can reduce the influence of the interior rubbish debris of gathering of first bending tube to drainage tube outlet end to reduce the risk that the drainage tube is blockked up, improve the practicality of assisting the flow tube.
Optionally, the water inlet end of the retention pipe is close to the first bending pipe.
Through adopting above-mentioned technical scheme, when rubbish debris accumulated in first bending pipe, need wait the water yield to accumulate to can not discharge through assisting the flow tube to the end of intaking that can be detained the pipe, consequently the end of intaking that will detain the pipe is close to first bending pipe and sets up and to accelerate sewage and discharge through assisting the flow tube, reduces the accumulation volume of sewage in first bending pipe, and then reduces the risk that the pathogen multiplied in drainage pipe.
Optionally, a first cleaning hole is formed in one side, opposite to the inflow section, of the first bent pipe, and the first bent pipe is detachably connected with a first sealing plate used for plugging the first cleaning hole.
Through adopting above-mentioned technical scheme, municipal administration personnel can regularly pull down first closing plate and clear up the intraductal rubbish debris of first buckling to dredge the mainstream pipe, make drainage pipe can use for a long time.
Optionally, the detention pipe includes along the first vertical section, the second pipe and the first horizontal segment of buckling that water flow direction communicates in proper order, first vertical section with the section intercommunication that flows in, first horizontal segment with the drainage tube intercommunication, the second is buckled the pipe dorsad the second hole of decontaminating has been seted up to the one side of first vertical section, the second is buckled the pipe and can be dismantled and be connected with and be used for the shutoff the second closure plate in the second hole of decontaminating.
Through adopting above-mentioned technical scheme, the second hole of decontaminating is seted up in the second bent pipe department that is detained the pipe and gathers rubbish debris most easily for municipal administration personnel can pull down the second closing plate regularly and clear up the rubbish debris in the second bent pipe, thereby dredge the supplementary flow tube, make drainage pipe can use for a long time.
Optionally, the first closing plate is connected with the first bent pipe through a flange, and the second closing plate is connected with the second bent pipe through a flange.
Through adopting above-mentioned technical scheme, first closing plate and second closing plate through flange joint have stronger joint strength, can bear the impact of great rivers and do not take place to drop to improve drainage pipe's stability.
Optionally, a rubber sealing ring is arranged between the first closing plate and the first bent pipe, and a rubber sealing ring is arranged between the second closing plate and the second bent pipe.
Through adopting above-mentioned technical scheme, rubber seal's setting can improve the leakproofness between first closing plate and first bent version, second closing plate and the second pipe of buckling, prevents that sewage from oozing into from the drainage pipe and causes underground pollution.
In summary, the present application includes at least one of the following beneficial technical effects:
1. when the main flow pipe is blocked, sewage flow can still be discharged through the auxiliary flow pipe, so that the influence of the blockage of the main flow pipe on the drainage work of the whole drainage pipeline is reduced, and the problem that the drainage pipeline cannot work normally due to the blockage of the bent part of the drainage pipeline is solved;
2. the auxiliary flow pipe with a special structure can automatically clean garbage and sundries in the pipe by using the change of water consumption, thereby prolonging the service life of the auxiliary flow pipe;
3. the first sealing plate and the second sealing plate are arranged to clean the first bent pipe and the second bent pipe, so that the service life of the drainage pipeline is further prolonged.
Drawings
FIG. 1 is a schematic structural view of an anti-blocking municipal drainage pipeline according to an embodiment of the present invention.
Fig. 2 is an enlarged view of the area a in fig. 1.
Fig. 3 is an enlarged view of the region B in fig. 1.
Description of reference numerals: 1. a main flow pipe; 11. an inflow section; 12. a first bent tube; 121. a first purge hole; 122. a first closing plate; 13. an outflow section; 2. an auxiliary flow pipe; 21. a retention tube; 211. a first vertical section; 212. a second bent tube; 2121. a second purge hole; 2122. a second closing plate; 213. a first horizontal segment; 214. a second horizontal segment; 22. a drainage tube; 221. a second vertical section; 222. a third horizontal segment; 223. a third vertical section; 3. a rubber seal ring.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses municipal drainage pipe who prevents stifled type. Referring to fig. 1, the anti-blocking municipal drainage pipeline comprises a main flow pipe 1 and an auxiliary flow pipe 2, wherein the main flow pipe 1 comprises an inflow section 11, a first bent pipe 12 and an outflow section 13, and the inflow section 11, the first bent pipe 12 and the outflow section 13 are communicated in sequence along the flow direction of sewage discharge; the auxiliary flow pipe 2 comprises a retention pipe 21 and a drainage pipe 22 which are communicated in sequence, the retention pipe 21 is communicated with the inflow section 11, and the drainage pipe 22 is communicated with the outflow section 13.
Referring to fig. 1, specifically, inflow section 11 is vertical, and the bending angle of first bending pipe 12 is 90 °, and outflow section 13 is horizontal, and inflow section 11 is located outflow section 13 top, and inflow section 11 and outflow section 13 are circular pipeline, and inflow section 11 is the same with the pipe diameter that flows out section 13.
Referring to fig. 2, a first cleaning hole 121 is formed in one side of the first bending pipe 12, which is opposite to the inflow section 11, the first bending pipe 12 is connected with a first closing plate 122 through a flange, and the first closing plate 122 covers the first cleaning hole 121, so that the first closing plate 122 has a plugging effect on the first cleaning hole 121. A rubber sealing ring 3 is arranged between the first closing plate 122 and the first bent pipe 12 to improve the sealing property of the connection between the first closing plate 122 and the first bent pipe 12.
Referring to fig. 1, the retention tube 21 includes a second horizontal segment 214, a first vertical segment 211, a second bending tube 212 and a first horizontal segment 213 which are sequentially communicated, one end of the second horizontal segment 214, which is far away from the first vertical segment 211, is communicated with the side wall of the inflow segment 11, the bending angle of the second bending tube 212 is 90 degrees, the first horizontal segment 213 is communicated with the drainage tube 22, the first vertical segment 211, the second bending tube 212 and the first horizontal segment 213 are located in the same vertical plane, the second horizontal segment 214, the first vertical segment 211 and the first horizontal segment 213 are all circular tubes and have the same tube diameter, and the second horizontal segment 214 and the inflow segment 11 have the same tube diameter, so as to ensure that the flow rate of water flowing between the inflow segment 11 and the retention tube 21 is the same, and reduce the influence of the water flow rate change on the whole rate change of the drainage pipeline. Specifically, the second horizontal section 214 is bent, so that the first vertical section 211 and the outflow section 13 are arranged in a staggered manner; the second horizontal segment 214 is disposed higher than the first bending pipe 12, and the second horizontal segment 214 is disposed close to the first bending pipe 12.
Referring to fig. 3, a second dirt removing hole 2121 is formed in a side of the second bent pipe 212 facing away from the first vertical section 211, the second bent pipe 212 is connected to a second blocking plate 2122 through a flange, and the second blocking plate 2122 covers the second dirt removing hole 2121, so that the second blocking plate 2122 has a blocking effect on the second dirt removing hole 2121. A rubber packing 3 is disposed between the second blocking plate 2122 and the second bent tube 212 to improve the sealing property of the connection between the second blocking plate 2122 and the second bent tube 212.
Referring to fig. 1, the draft tube 22 includes a second vertical section 221, a third horizontal section 222 and a third vertical section 223 which are sequentially communicated, the second vertical section 221 is communicated with the first horizontal section 213, and one end of the third vertical section 223 far from the third horizontal section 222 is communicated with the side wall of the top surface of the outflow section 13. Specifically, the second vertical segments 221 and the first horizontal segments 213 are disposed in the same vertical plane, and the second vertical segments 221 and the third vertical segments 223 are disposed in a staggered manner. Further, third vertical section 223 is located same vertical plane with outflow section 13 and sets up, third vertical section 223 is kept away from first bending pipe 12 and is set up, make to be detained tub 21 and drainage tube 22 and be the setting of U type, the level of first horizontal segment 213 is less than the level of outflow section 13, second horizontal segment 214 simultaneously, the level of third horizontal segment 222 all is higher than the level of outflow section 13, make the interior rubbish debris of jam of first bending pipe 12 can fall into in the subsidiary flow pipe 2 through second horizontal segment 214 after continuing to gather and then washed away by rivers, thereby lightened the time and the cost of carrying out the mediation work to main flow pipe 1.
Of course, when the first bent pipe 12 is in a long-term blockage state, the second bent pipe 212 still has a blockage risk, and in view of this situation, the connection of the additional auxiliary flow pipe 2 can be performed outside the auxiliary flow pipe 2, so that when the auxiliary flow pipe 2 is blocked, the additional auxiliary flow pipe 2 can be started to guide the sewage flow to the pipeline which is not blocked for discharge. However, in consideration of construction cost and management cost, in the present embodiment, it is preferable that only one set of the auxiliary flow pipes 2 is provided.
The utility model provides a municipal drainage pipe's that prevents stifled type theory of operation as follows:
when the drainage pipeline is unblocked: the sewage flows in from the inflow section 11 of the main flow pipe 1, changes the flow direction through the first bending pipe 12, and then flows out from the outflow section 13. At this time, since the second horizontal section 214 and the third horizontal section 222 of the auxiliary flow pipe 2 are both higher than the outflow section 13, the sewage is not shunted by the auxiliary flow pipe 2.
When the first bending pipe 12 is blocked: the sewage is accumulated in the inflow section 11, so that the sewage flows into the second horizontal section 214 from the inflow section 11, sequentially flows through the first vertical section 211, the second bending pipe 212, the first horizontal section 213, the second vertical section 221, the third horizontal section 222 and the third vertical section 223, and finally flows into the outflow section 13 again from the third vertical section 223, thereby realizing the automatic switching of the flow channel and effectively reducing the influence on the drainage pipeline caused by the blockage of the main flow pipe 1. At this moment, the municipal administration staff can detach the first closing plate 122 and clean up the rubbish debris in the main flow pipe 1, thereby dredging the main flow pipe 1. When the second bent pipe 212 is also blocked, the municipal administration staff can remove the second closing plate 2122 to clean up the garbage and sundries in the auxiliary flow pipe 2, so as to dredge the auxiliary flow pipe 2.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. The utility model provides a municipal drainage pipe who prevents stifled type which characterized in that: including mainstream pipe (1) that is used for changing rivers flow direction in the drainage pipe, mainstream pipe (1) intercommunication has subsidiary flow pipe (2), mainstream pipe (1) includes inflow section (11), first bending tube (12) and outflow section (13) that communicate in proper order along the rivers direction, inflow section (11) are vertical setting, outflow section (13) are the level setting, assist flow pipe (2) one end with the lateral wall intercommunication of inflow section (11), the other end with the lateral wall intercommunication of outflow section (13), the both ends of assisting flow pipe (2) all are higher than outflow section (13) set up.
2. The anti-blocking municipal drainage pipeline according to claim 1, characterized in that: the auxiliary flow pipe (2) comprises a retention pipe (21) and a drainage pipe (22), the water inlet end of the retention pipe (21) is communicated with the inflow section (11), the water outlet end of the retention pipe (21) is communicated with the water inlet end of the drainage pipe (22), the water outlet end of the drainage pipe (22) is communicated with the outflow section (13), the water inlet end of the retention pipe (21) is higher than the water outlet end of the retention pipe (21), and the water outlet end of the drainage pipe (22) is higher than the water inlet end of the drainage pipe (22).
3. The anti-blocking municipal drainage pipeline according to claim 2, wherein: the water outlet end of the drainage tube (22) is far away from the first bent tube (12).
4. The anti-blocking municipal drainage pipeline according to claim 2, wherein: the water inlet end of the retention pipe (21) is close to the first bending pipe (12).
5. The anti-blocking municipal drainage pipeline according to any one of claims 2 to 4, wherein: a first cleaning hole (121) is formed in one surface, back to the inflow section (11), of the first bent pipe (12), and a first closing plate (122) used for plugging the first cleaning hole (121) is detachably connected to the first bent pipe (12).
6. The anti-blocking municipal drainage pipeline according to claim 5, wherein: detain pipe (21) and include along first vertical section (211), second bent pipe (212) and first horizontal segment (213) that rivers direction communicates in proper order, first vertical section (211) with flow in section (11) intercommunication, first horizontal segment (213) with drainage tube (22) intercommunication, second bent pipe (212) dorsad second hole of decontaminating (2121) have been seted up to the one side of first vertical section (211), second bent pipe (212) can be dismantled and be connected with and be used for the shutoff second enclosed plate (2122) of second hole of decontaminating (2121).
7. The anti-blocking municipal drainage pipeline according to claim 6, wherein: the first closing plate (122) is connected with the first bent pipe (12) through a flange, and the second closing plate (2122) is connected with the second bent pipe (212) through a flange.
8. The anti-blocking municipal drainage pipeline according to claim 7, wherein: a rubber sealing ring (3) is arranged between the first closing plate (122) and the first bent pipe (12), and a rubber sealing ring (3) is arranged between the second closing plate (2122) and the second bent pipe (212).
CN202120346156.0U 2021-02-06 2021-02-06 Prevent municipal drainage pipe of stifled type Active CN214940813U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120346156.0U CN214940813U (en) 2021-02-06 2021-02-06 Prevent municipal drainage pipe of stifled type

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120346156.0U CN214940813U (en) 2021-02-06 2021-02-06 Prevent municipal drainage pipe of stifled type

Publications (1)

Publication Number Publication Date
CN214940813U true CN214940813U (en) 2021-11-30

Family

ID=79118904

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120346156.0U Active CN214940813U (en) 2021-02-06 2021-02-06 Prevent municipal drainage pipe of stifled type

Country Status (1)

Country Link
CN (1) CN214940813U (en)

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