Rain and sewage diverter for vertical pipe of building

文档序号:1885613 发布日期:2021-11-26 浏览:11次 中文

阅读说明:本技术 楼宇立管雨污分流器 (Rain and sewage diverter for vertical pipe of building ) 是由 葛鑫楠 石玥 葛卫国 于 2021-08-18 设计创作,主要内容包括:本发明公开了一种楼宇立管雨污分流器,具有外管以及与外管内壁相连的在其内部的束管,束管上方的外管管壁开设有雨水溢流口、检修口,束管外形为漏斗形状,具有喇叭口和位于其下端的管径小于外管的直排管段。本发明使用时,上端直接连接到楼宇的落水管,下端接入市政的污水管网,溢流口连接到市政的雨水管网;本发明生产成本低,安装使用方便,能有效避免污水污染雨水管网以及楼宇环境的情形出现,推广应用后能带来较大的经济效果和社会效益。(The invention discloses a rain and sewage diverter of a building riser, which is provided with an outer pipe and a bundle pipe connected with the inner wall of the outer pipe and arranged inside the outer pipe, wherein the pipe wall of the outer pipe above the bundle pipe is provided with a rain overflow port and an access port, the bundle pipe is funnel-shaped and is provided with a bell mouth and a straight-line pipe section which is positioned at the lower end of the funnel mouth and has a pipe diameter smaller than that of the outer pipe. When the invention is used, the upper end is directly connected to a downpipe of a building, the lower end is connected to a municipal sewage pipe network, and the overflow port is connected to a municipal rainwater pipe network; the invention has low production cost and convenient installation and use, can effectively avoid the condition that sewage pollutes a rainwater pipe network and a building environment, and can bring greater economic effect and social benefit after popularization and application.)

1. The utility model provides a building riser rain and sewage shunt, has the outer tube, its characterized in that: the inner wall of the outer pipe is connected with a beam pipe inside the outer pipe, or the outer pipe and the beam pipe are integrally manufactured;

the wall of the outer pipe above the beam pipe is provided with a rainwater overflow port or an access port;

the beam tube is in a funnel shape and is provided with a cone-shaped or step-shaped bell mouth and a straight-line tube section connected to the lower end of the beam tube, and the diameter of the straight-line tube section is smaller than the inner diameter of the outer tube;

during the use, rain sewage shunt's outer tube upper end interface can with the pipe in the water lower extreme intercommunication, and the straight row of mouth of sewage of outer tube lower extreme can insert municipal administration sewage pipe network.

2. The building riser rain and sewage diverter of claim 1, wherein: a limiting ring is arranged between the beam tube bell mouth and the inner wall of the outer tube.

3. The building riser rain and sewage diverter of claim 2, wherein: the lower end of the bell mouth of the beam tube is provided with a straight-line tube section which shrinks step by step in two or three stages.

4. The building riser rain and sewage diverter of claim 1, wherein: a supporting screen is arranged between the straight-line pipe section and the outer pipe.

5. The building riser stormwater diverter as claimed in claim 1, 3 or 4, wherein: the lower part of the straight-line pipe section is connected with an extension section with an inverted bell mouth shape.

6. The building riser stormwater diverter as claimed in claim 1, 3 or 4, wherein: the inner wall of the straight-line pipe section is provided with an even number of symmetrically arranged vertical grooves which are sunken towards the direction of the outer pipe.

7. The building riser rain and sewage diverter of claim 1 or 2, wherein: the diameter of the outer pipe is D, and the diameter of the straight pipe section is D; d =2 ~ 6D.

Technical Field

The invention relates to a connecting pipe fitting of a water pipe and a rain and sewage diversion technology.

Background

The general drainage pipes are classified into a rainwater pipe, a sewage pipe, a confluence pipe and the like.

The rainwater pipe vertically arranged outdoors can also be called as a downpipe, is specially used for collecting rainwater on a roof, and discharges the rainwater to a rainwater pipe network on the ground, so that the rainwater can be finally discharged into a river channel.

The sewage pipe is used for discharging sewage, is provided with a vertical pipe and a horizontal pipe, and can be used for discharging domestic sewage, industrial sewage and the like. The sewage pipe is generally prohibited from directly discharging into the river channel, and is required to be conveyed to a sewage treatment plant through a sewage pipe network for treatment and then discharged.

The confluence pipe is a pipeline for draining and discharging rainwater and sewage together, and rainwater and sewage are not shunted, so that the later water treatment capacity is large if the rainwater and sewage are not shunted, and the rainwater and sewage are shunted and discharged if the rainwater and sewage are not treated and the environmental protection performance is not good.

In real life, the downpipe and the sewer of a residential building are separately arranged. However, there is a phenomenon that the sewage pipes are connected to the downpipe and directly discharged into the river, which causes deterioration of the water quality of the river. This phenomenon is urgently required to be improved.

The invention with the patent application number of 2020105073428 relates to a rain and sewage diversion system for separating initial rainwater and later rainwater, relates to the technical field of rain and sewage diversion, and comprises a sewage pipeline, a rainwater pipeline and a rainwater collection device, wherein the rainwater collection device comprises a water collection basin arranged in the open air, and a liquid level meter is arranged on the side wall of the water collection basin; one end of the rainwater pipeline is simultaneously communicated with an initial pipeline and a later pipeline, one end of the initial pipeline, which is far away from the rainwater pipeline, is communicated with a water collecting well, the water collecting well is communicated with the sewage pipeline, and the later pipeline is communicated with a river. The invention is not suitable for the diversion of rainwater and domestic sewage.

The invention with the patent application number of 2020109892777 discloses a tubular mixed flow riser rainwater and sewage diverter, which comprises a diverter shell, wherein a rainwater outlet pipe is fixedly installed at the middle position inside the diverter shell, the dual functions of an overflow weir and the rainwater outlet pipe are considered, the upper part of the diverter shell is a tubular overflow weir, the lower part of the diverter shell is a rainwater outlet pipe, a circular intercepting groove is arranged between the tubular overflow weir and the diverter shell, the bottom of the diverter shell is sealed with a diversion inclined sheet, one side of the annular outer surface of the diverter shell is fixedly provided with an overhauling flushing pipe, the other side of the annular outer surface of the diverter shell is fixedly provided with a sewage outlet pipe, and the sewage outlet pipe is provided with a control ball valve. The sewage outlet of the tubular mixed flow vertical pipe is positioned above the rainwater outlet, rainwater is easily polluted, two valves are required to be matched for use, and rainwater and sewage cannot be automatically and efficiently separated.

The invention with the patent application number of 2020103788021 relates to the technical field of municipal construction, and relates to a construction method of a municipal rainwater and sewage diversion pipeline, which comprises the following steps: step (1), excavating a working foundation pit; step (2), installing power equipment; step (3), installing pipe jacking equipment; step (4), dismantling the guide pipe; step (5), pipe jacking; the lubricant comprises the following components in parts by mass: 30-40 parts of sodium stearate; 20-25 parts of acrylic emulsion; 15-25 parts of a filler; 15-20 parts of water; 3-6 parts of N, N-dimethylethanolamine; 1-2 parts of hydroxyethyl cellulose; 0.5-1 part of 1, 2-propylene glycol. The invention has the advantages of large construction amount, more used component materials, high modification cost and difficult popularization and application.

Disclosure of Invention

The purpose of the invention is as follows:

the problem that the traditional downpipe is not suitable for being discharged with a sewage pipe shared pipeline or rain and sewage cannot be split when the traditional downpipe is discharged in a shared mode is solved, and the building vertical pipe rain and sewage splitter is simple and convenient to connect and install, capable of sharing vertical pipes and easy to split.

The technical scheme is as follows:

the invention relates to a rain and sewage diverter for a building vertical pipe (buildings in the text generally refer to various houses such as buildings, single houses and storehouses, the vertical pipe in the text comprises various water pipes which are vertically arranged and slightly inclined with a vertical line), and the rain and sewage diverter is provided with an outer pipe and a bundle pipe which is connected with the inner wall of the outer pipe and is arranged in the interior of the outer pipe (or the outer pipe and the bundle pipe are integrally manufactured).

The pipe wall of the outer pipe above the beam pipe (or higher than the beam pipe outlet by a proper height) is provided with a rainwater overflow port (connected with an overflow pipe and communicated with a rainwater pipe network) or a maintenance port (for opening and dredging when being blocked, and an external maintenance cover or a plug end is sealed).

The beam tube is funnel-shaped and has a bell mouth (round table shape or step shape) and a straight-line tube section. The upper end of the beam tube is seamlessly connected with the inner wall of the outer tube, and a limit ring (or a limit flange-salient point) can be arranged between the horn mouth of the beam tube and the inner wall of the outer tube, so that the beam tube is convenient to position.

The direct drainage pipe section with the pipe diameter smaller than the inner diameter of the outer pipe is arranged below the horn mouth of the bundle pipe, and the horn mouth is convenient for accommodating the falling water above the horn mouth; the straight-line pipe section narrows the water path, and the water flow is limited.

The upper end of the existing rainwater downpipe is connected with the rainwater ditch edge of the roof of the house, the middle section of part of the rainwater pipe receives a sewage pipe which is connected by a building resident in a private pulling and disorderly way, and the lower end of the rainwater downpipe is communicated with a rainwater pipe network (or a rainwater well).

When this rain and sewage shunt used, carried out appropriate transformation to the pipe in the water, directly communicate the outer tube upper end interface and the pipe in the water lower extreme of rain and sewage shunt (or be connected through accessories such as beam section, pipe strap), the mouth is arranged directly to the sewage of the outer tube lower extreme of rain and sewage shunt inserts municipal sewer pipe network (or bilge well).

When the water quantity in the downpipe is small, generally sewage discharged in the rainless or light rain state is connected into a sewage pipe network through the outlet of the bundle pipe and the sewage straight discharge port at the lower end of the outer pipe.

When the amount of water in the downpipe is large, the downpipe is generally rain water in heavy rain. The pipe diameter of the bundle pipe is small, so that rainwater cannot flow down quickly, only a small amount of rainwater is directly discharged into a sewage pipe network, and the small amount of directly discharged rainwater can have the function of flushing the sewage pipe network; and a large amount of rainwater which does not reach the descending of the beam pipe flows back or overflows, flows out through a rainwater overflow port on the pipe wall of the outer pipe and flows into the rainwater pipe network.

When a large amount of rainwater is mixed with sewage for mixed flow, the sewage is doped with solid sewage more and has higher density, and can be deposited at the lower end of water flow and is difficult to flow backwards. Most of sewage is discharged to the sewage straight discharge port through the bundle pipe outlet and flows into the sewage pipe network. Most of the rainwater in the mixed flow does not flow away directly but flows into the rainwater pipe network through the rainwater overflow port.

The drainage process can basically ensure that the distribution of rain and sewage is realized, and the automatic distribution does not need manual intervention.

In the present invention, it is preferable that:

the straight-line section of beam pipe can have the straight-line section that the second grade or tertiary shrink step by step, further narrows down, has both increased the velocity of flow, plays the effect that vigorously erodees sewage pipe network, reduces the straight-line of rainwater again, lets more rainwater overflows, reduces sewage pipe network's load and the sewage treatment capacity in later stage.

And a support screen plate can be arranged between the straight-line pipe section and the outer pipe, so that the fixing firmness of the bundle pipe is improved.

The lower part of the straight-line pipe section can be connected with an extension section in the shape of an inverted bell mouth as a drainage wall, so that the noise of sewage discharge can be reduced, and dirt can not be stored and taken in between the outer pipe and the bundle pipe.

The inner wall of the straight-line pipe section can also be provided with even vertical grooves (the grooves are opposite to the grooves) which are symmetrically arranged and are sunken towards the direction of the outer pipe, so that the inner diameter of the position is locally increased (the cross section area of the straight-line pipe section is still very small compared with that of the outer pipe at the moment, and the straight-line water flow can be designed and controlled), thereby facilitating the discharge of sewage with larger scale in the sewage and preventing the straight-line pipe section from being blocked.

In addition, assume that: the diameter of the outer pipe is D, the diameter of the straight-line pipe section is D (when a vertical groove is formed, the diameter of the narrowest part is formed), the height of the lower section of the outer pipe (from the joint of the beam pipe to the sewage straight discharge port) is H, and the height of the beam pipe is H. According to experience, the discharge amount of domestic sewage is 1/4-1/36 of medium rain and rain, and D = 2-6D is preferred; d is too large, rainwater flows into a sewage pipe network too much, and the sewage treatment capacity is increased; d is too small, large scale dirt is difficult to flow out through the bundle tube.

Has the advantages that:

when the rainwater and sewage diversion system is used, the upper end is directly connected to a downpipe or a drain pipe of a building, the lower end is connected to a municipal sewage pipe network, the overflow port is connected to a municipal rainwater pipe network, and rainwater and sewage diversion is automatically realized in ground management; the connection is very convenient, the ground operation can be carried out, a riser, a horizontal pipeline or a cut-off wall does not need to be newly added, excessive building and pipe network transformation do not need to be carried out, the new building or the building rescue transformation can be carried out, and the investment and use cost is very low.

The original building water leakage pipe is not allowed to be connected with a sewage discharge branch in a private way in terms of building decoration specifications, and the private connection change of building residents can be no longer limited after the current diverter provided by the invention is used (of course, the current construction specifications are forbidden and not suggested). After the invention is adopted, building residents can be connected with a sewage pipe on the downpipe in a private mode, and can be connected with the existing sewage pipe network and the existing rainwater pipe network nearby to realize automatic rainwater and sewage diversion after sewage is mixed and flows into the rainwater pipe.

The invention does not depend on the control of pipes such as valves and the like, automatically realizes the distribution of rain and sewage, and has good separation effect and high distribution efficiency.

The pipe fitting is simple to manage and maintain at the later stage, and when the pipeline is blocked, the maintenance cover or the plug of the maintenance opening can be detached for dredging. Although the diameter of the beam tube is small, the tube is short, and the beam tube is easy to dredge quickly. Meanwhile, the rainwater overflow port of the invention is higher than the sewage straight discharge port, and the pipe diameter of the beam pipe is small, thus effectively avoiding the unfavorable situation that sewage flows backwards to pollute the rainwater pipe network and the surrounding environment of the building.

The number of buildings, especially residential buildings is large, and the old downpipe generally has the condition of mixed flow of rainwater and sewage. By popularization and application of the invention, the social problem that mixed flow sewage directly beats rivers through the downpipe to pollute the water body can be well solved, and the environmental protection benefit is obvious.

Moreover, the invention can be produced, popularized and applied in large scale and batch by a common injection molding machine and a simple injection mold, and has remarkable economic benefit.

Drawings

FIG. 1 is a schematic view of a vertical cross-section of the present invention;

FIG. 2 is a schematic view of another vertical cross-section of the present invention;

FIG. 3 is a third vertical cross-sectional structural schematic of the present invention;

FIG. 4 is a schematic cross-sectional (horizontal) view of an inline segment of the present invention.

In the figure, 1-bundle tube outlet (there may be 100-drainage wall); 2-bundle pipe (including 20-straight-line pipe section, 21-second-level bundle pipe, 22-third-level bundle pipe, 50-bell mouth or 100-inverted bell mouth); 3-the wall of the outer pipe; 4-rain water overflow port (connection 41-overflow pipe); 5-upper end interface; 6-access (connection 61-access cover); 7-a limit ring; 8-supporting the screen plate; 9-a sewage straight discharge port; 10-vertical grooves; 201-straight discharge pipe wall; 202-vertical trenches.

Detailed Description

The first embodiment is as follows:

the rain and sewage diverter of the building vertical pipe shown in the figure 1 can be connected to the lower end of a downpipe or a drainpipe and is provided with an outer pipe, and the inner wall of the outer pipe is connected with a bundle pipe inside the outer pipe;

the pipe wall of the outer pipe above the bundle pipe is provided with a rainwater overflow port and an access port;

the beam tube is funnel-shaped and is provided with a bell mouth and a straight-line tube section connected to the lower end of the beam tube, and the diameter of the straight-line tube section is smaller than the inner diameter of the outer tube. A limiting ring is arranged between the beam tube bell mouth and the inner wall of the outer tube.

When in use, the sewage straight discharge port at the lower end of the outer pipe can be directly communicated with a sewage pipe network.

Example two:

the rain and sewage diverter of the building riser can also adopt a structure as shown in figure 2, and the lower end of the bell mouth of the beam tube is provided with a second-level or third-level gradually contracted straight-line tube section. And a supporting screen plate is arranged between the third stage straight-line pipe section and the outer pipe, so that the connection stability of the bundle pipe is enhanced.

Example three:

as shown in the building riser rain and sewage diverter in figure 3, an extension section in the shape of an inverted bell mouth is connected below the straight-line pipe section so as to increase the streamlined inner wall and reduce the noise of water flow.

Example four:

the inner walls of the first and third straight-line pipe sections are provided with 4 vertical grooves which are symmetrically arranged and are sunken towards the direction of the outer pipe, so that large-scale dirt can flow through the grooves conveniently and is not easy to block.

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