CN111519742A - Rain and sewage diversion well suitable for building confluence drainage - Google Patents

Rain and sewage diversion well suitable for building confluence drainage Download PDF

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Publication number
CN111519742A
CN111519742A CN202010547791.5A CN202010547791A CN111519742A CN 111519742 A CN111519742 A CN 111519742A CN 202010547791 A CN202010547791 A CN 202010547791A CN 111519742 A CN111519742 A CN 111519742A
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sewage
well
rainwater
pipe
room
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王志勇
王先兵
李苏琦
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Taizhou University
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Taizhou University
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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03CDOMESTIC PLUMBING INSTALLATIONS FOR FRESH WATER OR WASTE WATER; SINKS
    • E03C1/00Domestic plumbing installations for fresh water or waste water; Sinks
    • E03C1/12Plumbing installations for waste water; Basins or fountains connected thereto; Sinks
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04Roof drainage; Drainage fittings in flat roofs, balconies or the like

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  • Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Environmental & Geological Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)

Abstract

本发明公开了一种适用于建筑合流排水的雨污分流井,包括进水管、井室、污水管和雨水管,所述井室中设置有隔板,隔板将井室分割为污水室和雨水室,进水管穿过污水室的井室壁,进水管出口与隔板相对,隔板上设置有与进水管出口相对应的孔洞,污水管设置在污水室的井室壁上,雨水管设置有雨水室的井室壁上,污水管和雨水管均低于孔洞。所述孔洞与进水管出口处于同一水平线上。所述进水管上设置有管道消能装置,消能装置处于紧靠井室的附井内。该发明较好利用雨水和污水的势能不同,利用分流井内隔板及孔洞达到雨污分流的目的。

Figure 202010547791

The invention discloses a rain and sewage diversion well suitable for building confluence drainage, comprising a water inlet pipe, a well room, a sewage pipe and a rainwater pipe. The well room is provided with a partition, and the partition divides the well room into a sewage room and a rainwater The water inlet pipe passes through the wall of the well chamber of the sewage chamber, the outlet of the water inlet pipe is opposite to the partition plate, and the partition plate is provided with holes corresponding to the outlet of the water inlet pipe. On the well wall of the rainwater room, the sewage pipes and the rainwater pipes are lower than the holes. The hole and the outlet of the water inlet pipe are on the same horizontal line. The water inlet pipe is provided with a pipeline energy dissipation device, and the energy dissipation device is located in the attached well close to the well chamber. The invention preferably utilizes the difference in potential energy between rainwater and sewage, and utilizes the partitions and holes in the diversion well to achieve the purpose of diverting rainwater and sewage.

Figure 202010547791

Description

一种适用于建筑合流排水的雨污分流井A rain and sewage diversion well suitable for building confluence drainage

技术领域technical field

本发明涉及一种雨污分流井,尤其涉及一种适用于建筑合流排水的雨污分流井。The invention relates to a rain and sewage diversion well, in particular to a rain and sewage diversion well suitable for building confluence drainage.

背景技术Background technique

在建筑排水系统中,经常会有屋顶雨水和建筑内生活废水合流到一根排水立管中。这样的合流排水直接进入市政雨水管道,最终会流向自然水体,造成环境污染;如果全部接入到市政污水管网中,会增加污水处理厂的负担。In the building drainage system, roof rainwater and domestic wastewater in the building are often combined into a drainage riser. Such combined drainage directly enters the municipal rainwater pipeline, and will eventually flow to natural water bodies, causing environmental pollution; if all of it is connected to the municipal sewage pipe network, it will increase the burden on the sewage treatment plant.

针对上述建筑内合流排水管,进行雨污分流改造。当室内管道无法进行雨污分流改造时,可在室外排水管上设置雨污分流井。目前,常用的雨污分流井为井室、进水管、污水管和雨水管,进水管、污水管和雨水管布置于井室壁上,雨水管高于污水管设置,当只有污水时,由进水管进入井室,由于污水水量有限,排水管很快将污水排走进入污水系统;当雨水水量大时,污水管排放不及时,水位上升,从雨水管排出进入雨水系统,此时,仍然有大量的雨水进入污水管,同时当雨水量小时,全部雨水都有污水管进入污水系统。因此,现有雨污分流井效果不佳。For the above-mentioned combined drainage pipes in the building, carry out rain and sewage diversion transformation. When the indoor pipeline cannot be transformed into rain and sewage diversion, a rain and sewage diversion well can be set on the outdoor drainage pipe. At present, the commonly used rain and sewage diversion wells are well room, water inlet pipe, sewage pipe and rainwater pipe. The water inlet pipe, sewage pipe and rainwater pipe are arranged on the wall of the well chamber. The rainwater pipe is set higher than the sewage pipe. When there is only sewage, the water inlet pipe enters. In the well room, due to the limited amount of sewage, the drainage pipe quickly drains the sewage into the sewage system; when the amount of rainwater is large, the sewage pipe is not discharged in time, the water level rises, and is discharged from the rainwater pipe into the rainwater system. At this time, there is still a large amount of rainwater Enter the sewage pipe, and at the same time when the amount of rainwater is small, all the rainwater has a sewage pipe to enter the sewage system. Therefore, the existing rain and sewage diversion wells are not effective.

发明内容SUMMARY OF THE INVENTION

针对上述现有技术,本发明要解决的技术问题是提供一种能用于建筑合流排水的雨污分流井。In view of the above-mentioned prior art, the technical problem to be solved by the present invention is to provide a rainwater and sewage diversion well that can be used for combined drainage of buildings.

为解决上述技术问题,本发明一种适用于建筑合流排水的雨污分流井,包括进水管、井室、污水管和雨水管。所述井室中设置有隔板,隔板将井室分割为污水室和雨水室,进水管穿过污水室的井室壁,进水管出口与隔板相对,隔板上设置有与进水管出口相对应的孔洞,污水管设置在污水室的井室壁上,雨水管设置有雨水室的井室壁上,污水管和雨水管均低于孔洞。In order to solve the above technical problems, the present invention provides a rainwater and sewage diversion well suitable for combined drainage of buildings, including a water inlet pipe, a well chamber, a sewage pipe and a rainwater pipe. The well chamber is provided with a partition, the partition divides the well chamber into a sewage chamber and a rainwater chamber, the water inlet pipe passes through the well chamber wall of the sewage chamber, the outlet of the water inlet pipe is opposite to the partition plate, and the partition plate is provided with a water inlet pipe. The hole corresponding to the outlet, the sewage pipe is arranged on the wall of the well chamber of the sewage chamber, the rainwater pipe is arranged on the wall of the well chamber of the rainwater chamber, and both the sewage pipe and the rainwater pipe are lower than the hole.

进一步,上述孔洞与进水管出口处于同一水平线上,方便安装,只要屋顶雨水势能足够大,排水管出口雨水水柱穿过孔洞。Further, the above-mentioned holes and the outlet of the water inlet pipe are on the same horizontal line, which is convenient for installation. As long as the potential energy of rainwater on the roof is large enough, the rainwater column of the outlet of the drainage pipe passes through the holes.

进一步,上述进水管上设置有管道消能装置,消能装置处于紧靠井室的附井内,消能装置主要是为了消除部分污水的动能,使进水管出口处污水水柱水平流速降低,从而使其快速向下倾斜下落,不会从孔洞穿过,这样可以降低隔板到进水管之间的间距,从而可以大大减小分流井的空间。Further, the above-mentioned water inlet pipe is provided with a pipeline energy dissipation device, and the energy dissipation device is located in the attached well close to the well chamber. The energy dissipation device is mainly used to eliminate the kinetic energy of part of the sewage, so that the horizontal flow rate of the sewage water column at the outlet of the water inlet pipe is reduced. It falls down quickly and does not pass through the hole, which can reduce the distance between the partition and the water inlet pipe, which can greatly reduce the space of the diverter well.

本发明与现有技术相比的有益效果在于:雨水最初具有的势能比污水的大得多,无论雨水大小,雨水势能转化为动能后,都能够都穿过本发明中的隔板上孔洞,进入雨水室,排入雨水系统;污水经过消能装置,使污水动能降低,而使污水不能穿过孔洞,停留在污水室内,排入污水系统,达到雨污分流的目的。同时减小分流井的空间,降低成本。Compared with the prior art, the beneficial effect of the present invention is that the initial potential energy of rainwater is much larger than that of sewage. No matter the size of the rainwater, after the potential energy of the rainwater is converted into kinetic energy, it can pass through the holes on the separator in the present invention. Enter the rainwater chamber and discharge into the rainwater system; the sewage passes through the energy dissipation device to reduce the kinetic energy of the sewage, so that the sewage cannot pass through the holes, stay in the sewage chamber, and discharge into the sewage system to achieve the purpose of rain and sewage diversion. At the same time, the space of the diverter well is reduced and the cost is reduced.

附图说明Description of drawings

图1是本发明的结构示意图。Figure 1 is a schematic structural diagram of the present invention.

图2是图1中A-A的断面图。FIG. 2 is a cross-sectional view along A-A in FIG. 1 .

图3是本发明进入污水时的使用结构图。Fig. 3 is the use structure diagram when the present invention enters sewage.

图4是本发明进入雨水时的使用结构图。Fig. 4 is the use structure diagram of the present invention when the rainwater enters.

具体实施方式Detailed ways

下面结合附图以具体实施例对本发明作进一步描述,参见图1—4。The present invention will be further described below with specific embodiments in conjunction with the accompanying drawings, referring to Figures 1-4.

一种适用于建筑合流排水的雨污分流井,包括进水管100、井室200、污水管300和雨水管400。所述井室200中设置有隔板210,隔板210将井室200分割为污水室220和雨水室230,进水管100穿过污水室220的井室壁,进水管100出口与隔板210相对,隔板210上设置有与进水管100出口相对应的孔洞211,污水管300设置在污水室220的井室200壁上,雨水管400设置有雨水室230的井室200壁上,污水管220和雨水管230均低于孔洞211。A rainwater and sewage diversion well suitable for building confluence drainage includes a water inlet pipe 100 , a well chamber 200 , a sewage pipe 300 and a rainwater pipe 400 . The well chamber 200 is provided with a partition plate 210, the partition plate 210 divides the well chamber 200 into a sewage chamber 220 and a rainwater chamber 230, the water inlet pipe 100 passes through the well chamber wall of the sewage chamber 220, and the outlet of the water inlet pipe 100 is connected to the partition plate 210. On the other hand, the partition plate 210 is provided with holes 211 corresponding to the outlet of the water inlet pipe 100, the sewage pipe 300 is provided on the wall of the well chamber 200 of the sewage chamber 220, the rainwater pipe 400 is provided on the wall of the well chamber 200 of the rainwater chamber 230, and the sewage pipe 220 and the rainwater pipe 230 are both lower than the hole 211 .

上述孔洞211与进水管100出口处于同一水平线上。The hole 211 and the outlet of the water inlet pipe 100 are on the same horizontal line.

上述进水管100上设置有管道消能装置110,消能装置110处于紧靠井室200的附井240内。The water inlet pipe 100 is provided with a pipeline energy dissipation device 110 , and the energy dissipation device 110 is located in the attached well 240 close to the well chamber 200 .

下面具体描述本发明的使用过程。The following describes the use process of the present invention in detail.

当建筑内污水收集装置500将污水排入到合流立管120,再流到水平的进水管100,污水的势能转化为动能,经过管道消能装置110减小污水的部分动能,从而减小进水管100出口处的水平流速,延长污水水柱130在污水室220内的停留时间;在重力的作用下,污水水柱130产生向下的加速度,使污水水柱130向下倾斜下落,冲击到孔洞211下方的隔板210上或污水室220底部,这样可以降低隔板210到进水管100之间的间距,从而可以大大减小分流井的空间,降低造价;污水在井室200内被隔板210隔离在污水室220内,由下部的污水管300排出。When the sewage collection device 500 in the building discharges the sewage into the confluence riser 120, and then flows to the horizontal inlet pipe 100, the potential energy of the sewage is converted into kinetic energy, and part of the kinetic energy of the sewage is reduced through the pipeline energy dissipation device 110, thereby reducing the intake of sewage. The horizontal flow rate at the outlet of the water pipe 100 prolongs the residence time of the sewage water column 130 in the sewage chamber 220 ; under the action of gravity, the sewage water column 130 generates a downward acceleration, so that the sewage water column 130 slopes downward and falls, impacting the bottom of the hole 211 On the separator 210 or the bottom of the sewage chamber 220, the distance between the separator 210 and the water inlet pipe 100 can be reduced, thereby greatly reducing the space of the shunt well and reducing the cost; the sewage is isolated in the well chamber 200 by the separator 210 In the sewage chamber 220, it is discharged from the sewage pipe 300 in the lower part.

当楼顶雨水收集装置140收集到雨水后,不论雨水大小,进入到合流立管120,再流到水平的进水管100,由于雨水最初的势能比污水最初具有的势能要大,雨水由势能转化的动能也大,经过管道消能装置110减小雨水的部分动能有限,从而减小进水管100出口处的雨水水平流速有限,进水管100出口处的雨水水柱150水平流速仍然较大,因此,雨水水柱150在井室200内的停留时间较短,向下的流速较小,基本保持水平流向,穿过隔板210上的孔洞211,冲击到雨水室230的井壁上,落入到雨水室230内部;雨水在井室200内被隔板210隔离在雨水室230内,由下部的雨水管400排出。After the rainwater is collected by the roof rainwater collection device 140, regardless of the size of the rainwater, it enters the merging riser 120, and then flows to the horizontal water inlet pipe 100. Since the initial potential energy of the rainwater is larger than the initial potential energy of the sewage, the rainwater is transformed by the potential energy. The kinetic energy of the water is also large, and the partial kinetic energy of reducing the rainwater through the pipeline energy dissipation device 110 is limited, so that the horizontal flow rate of the rainwater at the outlet of the water inlet pipe 100 is limited, and the horizontal flow rate of the rainwater column 150 at the outlet of the water inlet pipe 100 is still relatively large. Therefore, The rainwater water column 150 has a short residence time in the well chamber 200, the downward flow velocity is small, and basically maintains a horizontal flow direction, passes through the holes 211 on the partition plate 210, impacts on the well wall of the rainwater chamber 230, and falls into the rainwater The inside of the chamber 230; the rainwater is isolated in the rainwater chamber 230 by the partition plate 210 in the well chamber 200, and is discharged by the rainwater pipe 400 at the lower part.

上述实施例仅为本发明的较佳实施例,并非依此限制本发明的保护范围,故:凡依本发明的结构、形状、原理所做的等效变化,均应涵盖于本发明的保护范围之内。The above-mentioned embodiments are only preferred embodiments of the present invention, and are not intended to limit the protection scope of the present invention. Therefore: all equivalent changes made according to the structure, shape and principle of the present invention shall be covered by the protection of the present invention. within the range.

Claims (3)

1. The utility model provides a distribution of rain and sewage well suitable for building confluence drainage which characterized in that: including inlet tube, well room, sewage pipe and rainwater pipe, be provided with the baffle in the well room, the baffle is split into sewage room and rainwater room with the well room, and the inlet tube passes the well room wall of sewage room, and the inlet tube export is relative with the baffle, is provided with the hole corresponding with the inlet tube export on the baffle, and the sewage pipe sets up on the well room wall of sewage room, and on the rainwater pipe was provided with the well room wall of rainwater room, sewage pipe and rainwater pipe all were less than the hole.
2. The rainwater and sewage diversion well suitable for building combined drainage of claim 1, wherein: the hole and the outlet of the water inlet pipe are positioned on the same horizontal line.
3. A distribution well for rain and sewage suitable for use in combined drainage of buildings according to claim 1 or 2, wherein: and the water inlet pipe is provided with a pipeline energy dissipation device which is arranged in an auxiliary well close to the well chamber.
CN202010547791.5A 2020-06-16 2020-06-16 Rain and sewage diversion well suitable for building confluence drainage Withdrawn CN111519742A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112031116A (en) * 2020-09-18 2020-12-04 台州学院 A rainwater and sewage diversion reconstruction system for combined drainage risers
CN112538888A (en) * 2021-01-11 2021-03-23 台州学院 Through rainwater and sewage reposition of redundant personnel well that changes inlet tube export direction
CN112554304A (en) * 2021-01-14 2021-03-26 台州学院 Rain and sewage diversion system suitable for open-air cleaning place
CN112554319A (en) * 2021-01-12 2021-03-26 台州学院 According to rainfall size adjustable rain and sewage reposition of redundant personnel well
CN112554320A (en) * 2021-01-12 2021-03-26 台州学院 Rainwater and sewage diversion well capable of regulating and controlling water inflow through partition plate

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112031116A (en) * 2020-09-18 2020-12-04 台州学院 A rainwater and sewage diversion reconstruction system for combined drainage risers
CN112538888A (en) * 2021-01-11 2021-03-23 台州学院 Through rainwater and sewage reposition of redundant personnel well that changes inlet tube export direction
CN112554319A (en) * 2021-01-12 2021-03-26 台州学院 According to rainfall size adjustable rain and sewage reposition of redundant personnel well
CN112554320A (en) * 2021-01-12 2021-03-26 台州学院 Rainwater and sewage diversion well capable of regulating and controlling water inflow through partition plate
CN112554319B (en) * 2021-01-12 2022-01-28 台州学院 According to rainfall size adjustable rain and sewage reposition of redundant personnel well
CN112554320B (en) * 2021-01-12 2022-01-28 台州学院 A rainwater and sewage diversion well that controls water intake through partitions
CN112554304A (en) * 2021-01-14 2021-03-26 台州学院 Rain and sewage diversion system suitable for open-air cleaning place
CN112554304B (en) * 2021-01-14 2022-01-28 台州学院 A rain and sewage diversion system suitable for open-air cleaning places

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Application publication date: 20200811