CN214531002U

CN214531002U - A reposition of redundant personnel drain pipe that dams for pipeline outlet

Info

Publication number: CN214531002U
Application number: CN202121145009.3U
Authority: CN
Inventors: 丁宇; 曲毅; 郝进伟; 刘雪; 杨宏旺; 徐慧荟; 刘宝明; 张培杨; 张华巍; 王兆选; 谢辉; 张来君; 孟祥利; 赵风涛; 王金城; 李守伟; 于海深; 常安; 李鹏; 柳晓明
Original assignee: Econ Technology Co Ltd
Current assignee: Econ Technology Co Ltd
Priority date: 2021-05-26
Filing date: 2021-05-26
Publication date: 2021-10-29
Anticipated expiration: 2031-05-26

Abstract

The utility model belongs to the technical field of the reposition of redundant personnel is dams to municipal drainage pipe network, concretely relates to reposition of redundant personnel drain pipe that dams for pipeline outlet, including reposition of redundant personnel drain pipe connector that dams, fixedly connected with water pipe on the reposition of redundant personnel drain pipe connector dams, fixedly connected with drought day blow off pipe on the reposition of redundant personnel drain pipe connector that dams, the inside fixedly connected with baffle of drought day blow off pipe is one, delivery port one has been seted up to the inside of drought day blow off pipe. The utility model discloses an add on the reposition of redundant personnel drain pipe connector that dams and establish drought day blow off pipe, first rain drain pipe and middle and later stage rainwater drain pipe isotructure, realize that the interception and the reposition of redundant personnel of dry season, rainy season different seasons and rainy period different periods, different concentration quality of water, sewage treatment plant is delivered to the sewage of high concentration, and the drainage river course of low concentration has ensured the quality of water of drainage nature water, has reduced or has avoided the pollution to the nature waters.

Description

A reposition of redundant personnel drain pipe that dams for pipeline outlet

Technical Field

The utility model relates to a municipal drainage pipe network reposition of redundant personnel technical field that dams specifically is a reposition of redundant personnel drain pipe that dams for pipeline outlet.

Background

In recent years, the gap of water resource requirements in China is increasingly aggravated, water pollution accidents are frequent, the wide attention of the whole society is attracted, and people are more and more eager for improving and expecting the water environment safety. The urban sewage treatment is an important way for improving urban water environment, and occupies an increasingly important position in urban construction. However, the pollution water body treatment places too much attention on 'before-the-eye pollution', and sewage interception is not carried out from the source, so that the sources of black and odorous biological pollution, building pollution and factory pollution of the water body are not known, discriminated and treated.

The drain pipe among the prior art can't shunt the inside sewage, can only directly discharge inside the river course, causes the pollution to the environment to drainage device is lower to the treatment effect of sewage. Accordingly, there is a need for improvements in the art.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a reposition of redundant personnel drain pipe dams for pipeline outlet has solved the unable problem lower with treatment effeciency of shunting sewage.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a reposition of redundant personnel drain pipe dams for pipeline outlet, includes the reposition of redundant personnel drain pipe connector that dams, fixedly connected with water pipe on the reposition of redundant personnel drain pipe connector that dams, fixedly connected with drought day blow off pipe on the reposition of redundant personnel drain pipe connector that dams, the inside fixedly connected with baffle of drought day blow off pipe is first, delivery port one has been seted up to the inside of drought day blow off pipe, fixedly connected with first rain drain pipe on the reposition of redundant personnel drain pipe connector that dams, the inside fixedly connected with baffle two of first rain drain pipe, delivery port two has been seted up on the first rain drain pipe, fixedly connected with middle and later stage rainwater drain pipe on the reposition of redundant personnel drain pipe connector that dams, the inside fixedly connected with baffle three of middle and later stage rainwater drain pipe.

Preferably, a first floating ball is connected to the inside of the dry-sky sewage draining pipe in a sliding manner and is in contact with the first baffle.

Preferably, the inner part of the initial rain drainage pipe is connected with a second floating ball in a sliding mode, and the second floating ball is in contact with the second baffle.

Preferably, the first baffle and the dry-sky sewage pipe are of an integrated structure, and both the first baffle and the dry-sky sewage pipe are made of plastic materials.

Preferably, the second baffle and the initial rain drainage pipe are of an integrated structure, and both the second baffle and the initial rain drainage pipe are made of plastic materials.

Preferably, the third baffle and the middle and later stage rainwater drainage pipe are of an integrated structure, and the third baffle and the middle and later stage rainwater drainage pipe are both made of plastic materials.

Compared with the prior art, the beneficial effects of the utility model are as follows:

1. the utility model discloses an add on the reposition of redundant personnel drain pipe connector that dams and establish drought day blow off pipe, first rain drain pipe and middle and later stage rainwater drain pipe isotructure, realize that the interception and the reposition of redundant personnel of dry season, rainy season different seasons and rainy period different periods, different concentration quality of water, sewage treatment plant is delivered to the sewage of high concentration, and the drainage river course of low concentration has ensured the quality of water of drainage nature water, has reduced or has avoided the pollution to the nature waters.

2. The utility model discloses an add on the reposition of redundant personnel drain pipe that dams and establish floater and plate washer isotructure, can change the switch and the closure of water pipe through the unsteady of floater to can improve the treatment effeciency of sewage factory, reduce the running cost, be favorable to realizing the optimization operation of municipal drainage pipe network.

Drawings

FIG. 1 is a schematic structural view of the present invention;

fig. 2 is a cross-sectional view of fig. 1 of the present invention.

In the figure: 1. a connector for the intercepting and shunting drainage pipe; 2. a water supply pipe; 3. a drainage pipe in dry weather; 31. a first baffle plate; 32. a first water outlet; 33. a first floating ball; 4. a primary rain drain pipe; 41. a second baffle plate; 42. a water outlet II; 43. a floating ball II; 5. middle and later stage rainwater drainage pipes; 51. and a third baffle plate.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Please refer to fig. 1-2, an intercepting and shunting drain pipe for a pipeline outlet, comprising an intercepting and shunting drain pipe connector 1, wherein the intercepting and shunting drain pipe connector 1 is fixedly connected with an incoming water pipe 2, the intercepting and shunting drain pipe connector 1 is fixedly connected with a drought-weather drain pipe 3, the drought-weather drain pipe 3 is fixedly connected with a first baffle plate 31, the drought-weather drain pipe 3 is internally provided with a first water outlet 32, the intercepting and shunting drain pipe connector 1 is fixedly connected with a first rain drain pipe 4, the first rain drain pipe 4 is fixedly connected with a second baffle plate 41, the first rain drain pipe 4 is provided with a second water outlet 42, the intercepting and shunting drain pipe connector 1 is fixedly connected with a middle-later stage rainwater drain pipe 5, and the middle-later stage rainwater drain pipe 5 is fixedly connected with a third baffle plate 51.

Referring to fig. 2, a floating ball 33 is slidably connected inside the dry soil sewage pipe 3, the floating ball 33 is in contact with the baffle 31, and the floating ball 33 can block the water outlet 32.

Referring to fig. 2, a second floating ball 43 is slidably connected inside the first rain drainage pipe 4, the second floating ball 43 contacts with the second baffle 41, and the second floating ball 43 can block the second water outlet 42.

Referring to fig. 2, the first baffle 31 and the dry-land sewage pipe 3 are of an integrated structure, and the first baffle 31 and the dry-land sewage pipe 3 are both made of plastic materials which have good corrosion resistance.

Referring to fig. 2, the second baffle 41 and the first rain drainage pipe 4 are of an integrated structure, and both the second baffle 41 and the first rain drainage pipe 4 are made of plastic materials, so that the integrated structure can increase the overall strength of the first rain drainage pipe 4.

Please refer to fig. 2, the third baffle 51 and the middle and later stage rainwater drainage pipe 5 are of an integrated structure, the third baffle 51 and the middle and later stage rainwater drainage pipe 5 are both made of plastic materials, and the third baffle 51 can prevent sewage from entering the middle and later stage rainwater drainage pipe 5 when the water amount is insufficient.

The utility model discloses the concrete implementation process as follows: when the water pipe is used in dry days, the water pipe 2 is mostly urban domestic sewage, the water quantity is small, the first baffle 31 is lower than the second baffle 41 and the third baffle 51, and the water is required to pass through the pipeline with the lower baffle firstly under the barrier effect of the baffle. Because the water volume is little, and flow out gradually along with the entering water of drought sky blow off pipe 3, the water yield does not appear the state of concentrating, and the water volume of coming water pipe 2 is not big during the drought day promptly, can not cross baffle two 41 and baffle three 51 and get into first rain drain pipe 4 and middle and later stage rainwater drain pipe 5, and the coming water crosses baffle one 31 and gets into drought sky blow off pipe 3, and at this moment, the water volume is not enough to make floater one 33 float completely, slightly floats in the sewage surface, and the coming water gets into drought sky blow off pipe 3, discharges to sewage treatment plant through delivery port one 32.

In rainy days and initial rains, the rainfall is increased in relatively dry days, most rainwater in the initial rains is accumulated water by washing the ground, the impurity content of pollutants in the water is high, the pollutants need to be treated in a centralized manner and cannot be directly discharged into a natural water body, at the moment, the increased water quantity enables the first floating ball 33 to rise to a completely floating state, so that the highest height of the first baffle 31 and the upper space of the dry-day drain pipe 3 are blocked, the sewage cannot enter the dry-day drain pipe 3, the second baffle 41 is lower than the third baffle 51, the second floating ball 43 cannot float completely at the moment, the floating ball is in a second floating ball 43 state, the initial rainwater flows over the second baffle 41 to enter the initial rainwater drain pipe 4 and is discharged to a sewage plant or a regulation pool through the second water outlet 42 for centralized treatment.

Along with the increase of rainfall, rainwater increases, the state of the first floating ball 33 can be continuously maintained, at the moment, the second floating ball 43 rises to a completely floating state under the action of a large amount of rainwater and sewage, so that the highest height of the second baffle 41 and the upper space of the first rainwater drainage pipe 4 are blocked, a large amount of rainwater and sewage can not flow, and the rainwater and sewage cross the third baffle 51 which is relatively highest to enter the middle and later stage rainwater drainage pipe 5. Because the rainwater volume of the middle and later periods is big and the pollutant is less relatively, accessible middle and later periods rainwater drain pipe 5 directly discharges into near river course or concentrates and collect as the afforestation water.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. An intercepting and diverting drain pipe for a pipe drain opening, comprising an intercepting and diverting drain pipe connector (1), characterized in that: fixedly connected with water pipe (2) on reposition of redundant personnel drain pipe connector (1) dams, fixedly connected with drought day blow off pipe (3) on reposition of redundant personnel drain pipe connector (1) dams, the inside fixedly connected with baffle (31) of drought day blow off pipe (3), delivery port (32) have been seted up to the inside of drought day blow off pipe (3), fixedly connected with first rain drain pipe (4) is gone up in reposition of redundant personnel drain pipe connector (1) dams, the inside fixedly connected with baffle two (41) of first rain drain pipe (4), delivery port two (42) have been seted up on first rain drain pipe (4), fixedly connected with middle and later stage rainwater drain pipe (5) on reposition of redundant personnel drain pipe connector (1) dams, the inside fixedly connected with baffle three (51) of middle and later stage rainwater drain pipe (5).

2. The shut-off diverter drain for a pipe drain according to claim 1, wherein: the dry-sky sewage pipe (3) is internally connected with a first floating ball (33) in a sliding manner, and the first floating ball (33) is in contact with the first baffle (31).

3. The shut-off diverter drain for a pipe drain according to claim 1, wherein: the inner part of the initial rain drainage pipe (4) is connected with a second floating ball (43) in a sliding mode, and the second floating ball (43) is in contact with the second baffle plate (41).

4. The shut-off diverter drain for a pipe drain according to claim 1, wherein: the first baffle plate (31) and the dry-sky sewage pipe (3) are of an integrated structure, and the first baffle plate (31) and the dry-sky sewage pipe (3) are both made of plastic materials.

5. The shut-off diverter drain for a pipe drain according to claim 1, wherein: the second baffle plate (41) and the initial rain water discharging pipe (4) are of an integrated structure, and the second baffle plate (41) and the initial rain water discharging pipe (4) are both made of plastic materials.

6. The shut-off diverter drain for a pipe drain according to claim 1, wherein: the third baffle (51) and the middle and later stage rainwater drainage pipes (5) are of an integrated structure, and the third baffle (51) and the middle and later stage rainwater drainage pipes (5) are made of plastic materials.