CN106480966A - A kind of rain sewage dams and auto purification type sand-catching apparatus - Google Patents

A kind of rain sewage dams and auto purification type sand-catching apparatus Download PDF

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Publication number
CN106480966A
CN106480966A CN201611107971.1A CN201611107971A CN106480966A CN 106480966 A CN106480966 A CN 106480966A CN 201611107971 A CN201611107971 A CN 201611107971A CN 106480966 A CN106480966 A CN 106480966A
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rainwater
well
control
inverted siphon
ball float
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尹海龙
路成刚
赵志超
张伦元
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Tongji University
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Tongji 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
    • E03F5/042Arrangements of means against overflow of water, backing-up from the drain
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/14Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates

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

Abstract

本发明属于市政工程、环境保护技术领域,具体涉及一种雨污水截流与自净式沉砂装置,包括锥形截流井、倒虹管、控制井、逆止阀、浮球机械联动控制装置。降雨初期,进入锥形截流井内的雨水及井内淤积物通过截流井底部的沉砂出口,并经由倒虹管被截流进入市政污水管网。随着降雨的持续,截流井内水位升高导致相连通的控制井内水位不断上升,井内浮球上升并通过齿轮联动促使水平控制挡板做水平运动推开环形逆止阀,将锥形截流井的倒虹管关闭。此时,浓度相对较低的雨水经市政雨水管网排入受纳水体。

The invention belongs to the technical fields of municipal engineering and environmental protection, and in particular relates to a rain and sewage interception and self-cleaning sand settling device, which includes a conical interception well, an inverted siphon, a control well, a check valve, and a floating ball mechanical linkage control device. In the early stage of rainfall, the rainwater and sediment in the conical interception well pass through the sand outlet at the bottom of the interception well, and are intercepted through the inverted siphon into the municipal sewage pipe network. As the rainfall continues, the water level in the interception well rises, causing the water level in the connected control well to rise continuously. The floating ball in the well rises and drives the horizontal control baffle to move horizontally through gear linkage to push open the annular check valve, and the conical interception well Inverted siphon closed. At this time, the rainwater with relatively low concentration is discharged into the receiving water body through the municipal rainwater pipe network.

Description

一种雨污水截流与自净式沉砂装置A rain and sewage interception and self-cleaning sand settling device

技术领域technical field

本发明属于市政工程、环境保护技术领域,具体涉及一种初期雨污水截流与自净式沉砂装置,可以截流初期雨水,并通过倒虹吸装置实现截流井自净功能。The invention belongs to the technical fields of municipal engineering and environmental protection, and in particular relates to an initial rain sewage interception and self-purification sand settling device, which can intercept initial rainwater and realize the self-cleaning function of the interception well through an inverted siphon device.

背景技术Background technique

城市初期雨水在降雨初期溶解了空气中的大量酸性气体、汽车尾气、工厂废气等污染性气体,降落地面后,又由于冲刷沥青油毡屋面、沥青混凝土道路、雨污渠道中存积的污水、污泥及垃圾等,使得雨水中含有大量的有机物、病原体、重金属、油脂、悬浮固体等污染物质。因此初期雨水的污染程度较高,通常超过了普通的城市污水的污染程度。如果将初期雨水直接排入河道或者自然承受水体,将会对水体造成非常严重的污染,必须对初期雨水进行收集、处理。The initial rainwater in the city dissolves a large amount of acid gas in the air, automobile exhaust, factory exhaust gas and other polluting gases in the early stage of rainfall. Mud and garbage, etc., make the rainwater contain a large amount of organic matter, pathogens, heavy metals, grease, suspended solids and other pollutants. Therefore, the pollution level of the initial rainwater is high, usually exceeding the pollution level of ordinary urban sewage. If the initial rainwater is directly discharged into the river course or the natural receiving water body, it will cause very serious pollution to the water body, and the initial rainwater must be collected and treated.

由此,开发一种自动截流城市初期雨水的截流井装置势在必行,同时,城市雨水收集井大都分布在城市主要干道上,每天沉入大量沙粒、杂质。所以设计一种初期雨水截流与自净式沉砂装置,在截流初期雨水的同时自动清除装置内的淤积物。该装置结构简单、环保节能、经济安全,便于推广使用。Therefore, it is imperative to develop an interception well device that automatically intercepts the initial rainwater in the city. Meanwhile, most of the urban rainwater collection wells are distributed on the main arterial roads of the city, sinking a large amount of sand and impurities every day. Therefore, an initial rainwater interception and self-cleaning sand settling device is designed to automatically remove the silt in the device while intercepting the initial rainwater. The device has the advantages of simple structure, environmental protection, energy saving, economy and safety, and is convenient for popularization and use.

发明内容Contents of the invention

本发明的目的在于提供一种雨污水截流与自净式沉砂装置,本发明将降雨初期的雨水径流截流至污水处理厂处理排放,并通过倒虹吸作用自动清除井内的淤积物。该装置结构简单、环保节能、经济安全,便于推广使用。The purpose of the present invention is to provide a rainwater interception and self-cleaning sand settling device. The invention intercepts the rainwater runoff at the initial stage of rainfall to the sewage treatment plant for treatment and discharge, and automatically removes the silt in the well through the inverted siphon effect. The device has the advantages of simple structure, environmental protection, energy saving, economy and safety, and is convenient for popularization and use.

为了实现上述目的,本发明提出了一种雨污水截流与自净式沉砂装置,所述装置可安装于雨水管道检查井或者泵站前池中,装置包括锥形截流井、倒虹管、控制井、逆止阀和浮球机械联动控制装置,其中:In order to achieve the above object, the present invention proposes a rainwater interception and self-cleaning sand settling device, which can be installed in the rainwater pipeline inspection well or the forebay of the pumping station. The device includes a conical interception well, an inverted siphon, a control Well, check valve and float mechanical linkage control device, in which:

锥形截流井由上部长方体和下部锥形体连成一体,在所述上部长方体的不同高度处分别设置有雨水入流口和雨水出流口,雨水入流口位置高于雨水出流口;雨水出流口与雨水出流管连接,雨水出流口与雨水出流管连接处安装有逆止阀,所述逆止阀既能防止入流雨水从雨水出流口短流流出,又能避免雨水管道中的雨水倒灌进入锥形截流井内;在下部锥形体底端设有沉砂出口,沉砂出口连接倒虹管进口,倒虹管出口与污水出流管连接,倒虹管出口与污水出流管连接处安装有污水逆止阀;沉砂出口正下方的倒虹管管壁上设有倒虹管启闭控制口,倒虹管启闭控制口内侧设置有环形逆止阀,顶部为圆形的水平控制挡板安装于浮球控制箱内,所述水平控制挡板能够穿过倒虹管启闭控制口进入倒虹管内,水平控制挡板用于倒虹管的密封;锥形截流井一侧设置有控制井,锥形截流井和控制井相连的井壁上设有连通口,使得锥形截流井与控制井相连通,且连通口的中轴与雨水出流口的下边缘相平齐;控制井内设置有浮球机械联动控制装置,所述浮球机械联动控制装置位于连通口下方一定距离处;控制井外壁的底端设有透水孔,所述透水孔通过透水材料进行密封,控制井内的积水可通过透水材料渗入土壤,保证非雨天时控制井内的浮球控制装置不会浸泡在水中。The conical interception well is connected by an upper cuboid and a lower conical body. Rainwater inlets and rainwater outlets are respectively arranged at different heights of the upper cuboid. The position of the rainwater inflow is higher than that of the rainwater outlet; the rainwater outflow The rainwater outlet is connected to the rainwater outlet pipe, and a check valve is installed at the connection between the rainwater outlet and the rainwater outlet pipe. The check valve can not only prevent the incoming rainwater from flowing out from the rainwater outlet, but also avoid The rainwater pours back into the conical interception well; there is a grit outlet at the bottom of the lower cone, the grit outlet is connected to the inlet of the inverted siphon, the outlet of the inverted siphon is connected to the sewage outlet pipe, and the outlet of the inverted siphon is connected to the sewage outlet pipe A sewage check valve is installed at the place; the inverted siphon opening and closing control port is provided on the wall of the inverted siphon directly below the grit outlet, and the inner side of the opening and closing control opening of the inverted siphon is provided with a ring check valve, and the top is a circular one. The horizontal control baffle is installed in the float control box, the horizontal control baffle can enter the inverted siphon through the opening and closing control port of the inverted siphon, and the horizontal control baffle is used for sealing the inverted siphon; There is a control well on the side, and a connection port is provided on the well wall connecting the conical interception well and the control well, so that the conical interception well and the control well are connected, and the central axis of the connection port is equal to the lower edge of the rainwater outlet The control well is equipped with a floating ball mechanical linkage control device, and the floating ball mechanical linkage control device is located at a certain distance below the communication port; the bottom end of the outer wall of the control well is provided with a permeable hole, and the permeable hole is sealed by a permeable material. The accumulated water in the control well can infiltrate into the soil through the permeable material to ensure that the float control device in the control well will not be soaked in water when it is not rainy.

本发明中,浮球机械联动控制装置由垂直控制连杆、水平控制挡板、浮球控制箱、转轴、转换齿轮和控制浮球组成,浮球控制箱位于倒虹管一侧,水平控制挡板安装于浮球控制箱内,且垂直控制连杆垂直穿过浮球控制箱,垂直控制连杆的外侧表面上设置有一段距离的锯齿,所述垂直控制连杆的锯齿与转换齿轮相啮合,所述转换齿轮可以绕转轴转动;水平控制挡板上表面设置有一段距离的锯齿,所述水平控制挡板与转换齿轮相啮合,通过转轴和转换齿轮实现水平控制挡板和垂直控制连杆的联动;转轴的两端固定于浮球控制箱的箱体上;垂直控制连杆的顶端安装有控制浮球,控制浮球可根据控制井内的水位变化做上下运动,控制水平控制挡板做水平运动推开环形逆止阀,从而实现水平控制挡板对倒虹管的启闭控制。In the present invention, the float mechanical linkage control device is composed of a vertical control link, a horizontal control baffle, a float control box, a rotating shaft, a conversion gear and a control float. The float control box is located on one side of the inverted siphon, and the horizontal control block The board is installed in the float control box, and the vertical control link passes through the float control box vertically, and the outer surface of the vertical control link is provided with a certain distance of sawtooth, and the sawtooth of the vertical control link meshes with the conversion gear , the conversion gear can rotate around the shaft; the upper surface of the horizontal control baffle is provided with a certain distance of sawtooth, the horizontal control baffle is meshed with the conversion gear, and the horizontal control baffle and the vertical control link are realized through the rotation shaft and the conversion gear The two ends of the rotating shaft are fixed on the box body of the float control box; the top of the vertical control link is installed with a control float, which can move up and down according to the water level in the control well, and control the horizontal control baffle. The horizontal movement pushes open the annular check valve, so as to realize the opening and closing control of the horizontal control baffle on the inverted siphon.

本发明工作原理如下:降雨初期,锥形体底部的沉砂出口处于开启状态,携带砂砾等粗颗粒物的初期雨水通过雨水入流口进入截流井内,经过倒虹吸作用,将初期雨水及淤积物截入市政污水管网,实现初期雨水的截流与沉砂自净功能;随着降雨的持续,截流井内入流的雨水量不断增加,当超出市政污水管网的截流能力时,雨水会通过连通口进入控制井内,导致控制井内的水位不断上升,控制浮球随水位做上升运动并促使水平控制挡板做水平运动,推开环形逆止阀将倒虹管关闭,随后雨水出流口处的逆止阀被推开,浓度相对较低的雨水经出流管进入市政雨水管网,最后排入受纳水体。The working principle of the present invention is as follows: in the early stage of rainfall, the grit outlet at the bottom of the cone is in the open state, and the initial rainwater carrying coarse particles such as gravel enters the interception well through the rainwater inlet, and through the inverted siphon, the initial rainwater and silt are intercepted into the municipal The sewage pipe network realizes the initial rainwater interception and sand settling self-purification function; as the rainfall continues, the amount of rainwater flowing into the interception well continues to increase. When the interception capacity of the municipal sewage pipe network is exceeded, the rainwater will enter the control well through the connecting port. As a result, the water level in the control well continues to rise, the control float moves up with the water level and prompts the horizontal control baffle to move horizontally, pushes the annular check valve to close the inverted siphon, and then the check valve at the rainwater outlet is pushed Open, the rainwater with relatively low concentration enters the municipal rainwater pipe network through the outflow pipe, and finally discharges into the receiving water body.

本发明的有益效果在于:一是装置不需要外部机械能量,降低了维护成本;二是装置加工简单,可大批量生产与应用;三是环保节能,该装置不但可以截流污染负荷较高的城市初期雨水,而且能够通过倒虹吸作用实现装置内积淤和沉砂的自动清理;四是应用广泛,该装置可在各类城市的雨水管网系统中推广应用,从而推动城市水环境质量改善。The beneficial effects of the present invention are as follows: first, the device does not require external mechanical energy, which reduces maintenance costs; second, the device is simple to process and can be mass-produced and applied; third, environmental protection and energy saving, the device can not only intercept cities with high pollution loads In addition, it can realize the automatic cleaning of silt and sand settling in the device through the inverted siphon effect; the fourth is that it is widely used, and the device can be popularized and applied in the rainwater pipe network system of various cities, thereby promoting the improvement of urban water environment quality.

附图说明Description of drawings

图1为本发明的主体结构示意图。Fig. 1 is a schematic diagram of the main structure of the present invention.

图2为本发明环形逆止阀结构示意图。Fig. 2 is a structural schematic diagram of the annular check valve of the present invention.

图3为本发明浮球控制箱结构示意图。Fig. 3 is a structural schematic diagram of the float control box of the present invention.

图4是本发明水平控制挡板结构示意图。Fig. 4 is a schematic diagram of the structure of the horizontal control baffle in the present invention.

图中标号:1为雨水入流口,2为截流井井壁,3为锥形截流井,4为雨水出流口,5为雨水逆止阀,6为雨水出流管,7为沉砂出口,8为倒虹管启闭控制口,9为倒虹管,10为污水逆止阀,11为污水出流管,12为垂直控制连杆,13 水平控制挡板,14为浮球控制箱,15为转轴,16为转换齿轮,17为控制浮球,18为连通口,19为控制井,20为控制井外壁,21为透水孔,22为环形逆止阀,23为支撑板。Numbers in the figure: 1 is the rainwater inlet, 2 is the wall of the interception well, 3 is the conical interception well, 4 is the rainwater outlet, 5 is the rainwater check valve, 6 is the rainwater outflow pipe, and 7 is the sand outlet , 8 is the opening and closing control port of the inverted siphon, 9 is the inverted siphon, 10 is the sewage check valve, 11 is the sewage outflow pipe, 12 is the vertical control connecting rod, 13 is the horizontal control baffle, 14 is the float control box 15 is a rotating shaft, 16 is a conversion gear, 17 is a control float, 18 is a communication port, 19 is a control well, 20 is a control well outer wall, 21 is a permeable hole, 22 is an annular check valve, and 23 is a support plate.

具体实施方式detailed description

下面结合附图并通过实施例做进一步说明。Further description will be made below in conjunction with drawings and embodiments.

实施例1:如图1所示,所述装置由雨水入流口1、截流井井壁2、锥形截流井3、雨水出流口4、雨水逆止阀5、雨水出流管6、沉砂出口7、倒虹管启闭控制口8、倒虹管9、污水逆止阀10、污水出流管11、垂直控制连杆12、水平控制挡板13、浮球控制箱14、转轴15、转换齿轮16、控制浮球17、连通口18、控制井19、控制井外壁20、透水孔21、环形逆止阀22和支撑板23组成。锥形截流井3由上部长方体和下部锥形体组成,上部长方体长3000mm、宽1500mm、高3000mm,下部锥形体长3000mm、宽1500mm、高1000mm;在锥形截流井3后侧井壁距长方体顶部700mm处开设直径1200mm的雨水入流口1;在锥形截流井3左侧井壁距离长方体顶部2100mm处开设直径1200mm雨水出流管6,与雨水管网相连通;在雨水出流管6与截流井井壁2的连接处安装有逆止阀5,既防止入流雨水直接通过雨水出流管6短流流出,又能避免雨水管道中的雨水倒灌;锥形截流井3的底端开设直径300mm的沉砂出口7;在沉砂出口7的下方连接一个倒虹管9,并将倒虹管9与污水出流管11相连通;在沉砂出口7的正下方500mm处设置有一个宽300mm、高50mm的控制口8,控制口内侧安装有环形逆止阀22,防止雨水通过控制口直接进入控制井。设置一个长1400mm、宽300mm和高50mm的水平控制挡板13穿过控制口8,要求该水平控制挡板能够将倒虹管9密封;在锥形截流井3的右侧设置一个长1500mm、宽1000mm和深5000mm控制井19;在锥形截流井3与控制井19共用井壁上开设一个直径300mm的连通口18,使得锥形截流井3与控制井19相连通,其中,连通口18的中轴与雨水出流口4的下边缘相平齐;在控制井19内、锥形截流井3的外侧设置一个长1500mm、宽500mm、高200mm的浮球控制箱14,浮球控制箱14位于连通口18下方一定距离处,通过支撑板13固定;在控制井外壁20的底端开设一个宽300mm、高100mm的透水孔21,用透水材料进行封闭,使得控制井19内的积水可通过透水材料渗入土壤,以保证非雨天时控制井19内的浮球机械联动控制装置不会浸泡在水中。Embodiment 1: As shown in Figure 1, the device consists of a rainwater inlet 1, an interception well wall 2, a conical interception well 3, a rainwater outlet 4, a rainwater check valve 5, a rainwater outflow pipe 6, a sink Sand outlet 7, inverted siphon opening and closing control port 8, inverted siphon 9, sewage check valve 10, sewage outflow pipe 11, vertical control connecting rod 12, horizontal control baffle 13, float control box 14, rotating shaft 15 , conversion gear 16, control float 17, communication port 18, control well 19, control well outer wall 20, permeable hole 21, annular check valve 22 and support plate 23. The conical interception well 3 is composed of an upper cuboid and a lower conical body, the upper cuboid is 3000mm long, 1500mm wide, and 3000mm high, and the lower conical body is 3000mm long, 1500mm wide, and 1000mm high; A rainwater inlet 1 with a diameter of 1200mm is set at 700mm; a rainwater outflow pipe 6 with a diameter of 1200mm is set at a place 2100mm from the top of the cuboid on the left side of the conical interception well 3, and is connected with the rainwater pipe network; A check valve 5 is installed at the joint of the well wall 2, which prevents the inflow rainwater from flowing out directly through the rainwater outlet pipe 6, and prevents the rainwater from pouring back into the rainwater pipe; Sand outlet 7; an inverted siphon 9 is connected below the sand outlet 7, and the inverted siphon 9 is connected with the sewage outflow pipe 11; a 300mm wide, high The control port 8 of 50mm is equipped with an annular check valve 22 inside the control port to prevent rainwater from directly entering the control well through the control port. A horizontal control baffle 13 with a length of 1400mm, a width of 300mm and a height of 50mm is set to pass through the control port 8, and the horizontal control baffle is required to seal the inverted siphon 9; A control well 19 with a width of 1000 mm and a depth of 5000 mm; a communication port 18 with a diameter of 300 mm is provided on the common wall of the conical interception well 3 and the control well 19, so that the conical interception well 3 and the control well 19 are connected, wherein the communication port 18 The central axis of the rainwater outlet is flush with the lower edge of the rainwater outlet 4; a float control box 14 with a length of 1500mm, a width of 500mm and a height of 200mm is arranged in the control well 19 and outside the conical interception well 3, and the float control box 14 is located at a certain distance below the communication port 18 and fixed by the support plate 13; a permeable hole 21 with a width of 300mm and a height of 100mm is opened at the bottom of the control well outer wall 20, and is closed with a permeable material so that the accumulated water in the control well 19 The soil can be infiltrated through the water-permeable material to ensure that the float mechanical linkage control device in the control well 19 can not be soaked in water when it is not rainy.

浮球机械联动控制装置由垂直控制连杆12、水平控制挡板13、浮球控制箱14、转轴15、转换齿轮16和控制浮球17组成。在水平控制挡板13的上表面设置一段距离为400mm的锯齿,水平控制挡板13安装于浮球控制箱14中,垂直控制连杆12长600mm,宽300mm,厚度为50mm,在外侧表面上设置一段距离为400mm的锯齿,并且通过配置长400mm,直径20mm的钢制转轴15及长300mm、直径100mm的转换齿轮16,实现水平控制挡板13和垂直控制连杆12的联动,在垂直控制连杆12的顶端安装一个直径200mm、高度200mm的控制浮球17,控制浮球17可根据控制井19内的水位变化做上下运动,控制水平控制挡板13做水平运动推开环形逆止阀22,从而实现对倒虹管9的启闭控制。Float mechanical linkage control device is made up of vertical control link 12, horizontal control baffle plate 13, float control box 14, rotating shaft 15, conversion gear 16 and control float 17. A section of sawtooth with a distance of 400mm is set on the upper surface of the horizontal control baffle 13, the horizontal control baffle 13 is installed in the float control box 14, the vertical control link 12 is 600mm long, 300mm wide, and 50mm thick, on the outer surface Set a sawtooth with a distance of 400mm, and by configuring a steel shaft 15 with a length of 400mm and a diameter of 20mm and a conversion gear 16 with a length of 300mm and a diameter of 100mm, the linkage between the horizontal control baffle plate 13 and the vertical control link 12 is realized. A control float 17 with a diameter of 200 mm and a height of 200 mm is installed on the top of the connecting rod 12. The control float 17 can move up and down according to the water level change in the control well 19, and the level control baffle 13 can move horizontally to push open the annular check valve. 22, thereby realizing the opening and closing control of the inverted siphon 9.

将所述装置应用在初期雨水截流与沉砂工作时,降雨初期,沉砂出口7处于开启状态,初期雨水及砂砾等通过雨水入流口1进入锥形截流井3内,经过倒虹吸作用,将初期雨水、井内的淤积物经污水出流管11截入污水管网,进而完成初期雨水截流与沉砂自净功能。随着降雨的持续,截流井3内入流的雨水量不断增加,当超出污水管网的截流能力时,雨水会通过连通口18进入控制井19,控制井内的水位不断上升,使得控制浮球做上升运动并促使水平控制挡板做水平运动推开环形逆止阀22,将倒虹管9关闭,此时雨水出流口处的逆止阀5被推开,浓度相对较低的雨水经雨水出流管6进入市政雨水管网,最后排入受纳水体。When the device is applied to initial rainwater interception and sand settling work, at the initial stage of rainfall, the sand settling outlet 7 is in an open state, and the initial rainwater and gravel enter the conical interception well 3 through the rainwater inlet 1, and through the inverted siphon effect, the Initial rainwater and sediment in the well are intercepted into the sewage pipe network through the sewage outflow pipe 11, thereby completing the functions of initial rainwater interception and sand settling self-purification. As the rainfall continues, the amount of rainwater flowing into the interception well 3 continues to increase. When the interception capacity of the sewage pipe network is exceeded, the rainwater will enter the control well 19 through the connection port 18, and the water level in the control well will continue to rise, making the control float. The upward movement and the horizontal movement of the horizontal control baffle push open the annular check valve 22 and close the inverted siphon 9. At this time, the check valve 5 at the rainwater outlet is pushed open, and the rainwater with relatively low concentration passes through the rainwater The outflow pipe 6 enters the municipal rainwater pipe network, and finally discharges into the receiving water body.

Claims (2)

1. a kind of rain sewage dams and auto purification type sand-catching apparatus, before described device is mountable to storm sewer inspection shaft or pumping plant Chi Zhong, device includes taper Vatch basin, inverted siphon, controls well, non-return valve and ball float mechanical linkage control device, and its feature exists In:
Taper Vatch basin is connected by top cuboid and lower cone body, in the differing heights punishment of described top cuboid Mouth She Zhi not become a mandarin and rainwater goes out head piece by rain, rainwater enters head piece position and goes out head piece higher than rainwater;Rainwater goes out head piece and rainwater Outflow tube connects, and rainwater goes out head piece and is provided with non-return valve with rainwater outflow tube junction, and described non-return valve can prevent the rain that becomes a mandarin Water goes out the short stream of head piece from rainwater and flows out, and the rainwater being again avoided that in storm sewer pours in down a chimney in entrance taper Vatch basin;In lower cone Body bottom is provided with sand setting outlet, and sand setting outlet connects inverted siphon import, and inverted siphon outlet is connected with sewage outflow tube, inverted siphon Outlet and sewage outflow tube junction are provided with sewage water back valve;Inverted siphon tube wall immediately below sand setting outlet is provided with inverted siphon Open and close control mouth, annular non-return valve is installed inside control mouth, prevent rainwater to be directly entered control well by control mouth, ball float controls It is provided with horizontal controlling baffle plate, described horizontal controlling baffle plate can pass through inverted siphon to open and close control mouth, horizontal controlling baffle plate in case Sealing for inverted siphon;Taper Vatch basin side is provided with control well, and taper Vatch basin sets with the borehole wall controlling well to be connected There is connected entrance so that taper Vatch basin is connected with controlling well, and the axis of connected entrance is equal with the lower limb that rainwater goes out head piece Together;Control in well and be provided with ball float mechanical linkage control device, described ball float mechanical linkage control device is located at below connected entrance At a certain distance from;The bottom controlling well outer wall is provided with permeable hole, and described permeable hole is sealed by seepy material, controls in well Hydrops soil can be penetrated into by seepy material it is ensured that controlling during the non-rainy day float ball controller in well will not be immersed in water In.
2. a kind of rain sewage according to claim 1 dams with auto purification type sand-catching apparatus it is characterised in that ball float machinery joins Dynamic control device by vertical controls connecting rod, horizontal controlling baffle plate, ball float control chamber, rotating shaft, conversion gear and controls ball float to form, Ball float control chamber is located at inverted siphon side, and horizontal controlling baffle plate is installed in ball float control chamber, and horizontal controlling baffle plate one end energy In enough keying control mouth entrance inverted siphons through inverted siphon, vertical controls connecting rod passes perpendicularly through ball float control chamber, and vertical control is even The sawtooth of one segment distance is provided with the outer surface of bar, the sawtooth of described vertical controls connecting rod is meshed with conversion gear, institute State conversion gear can rotate around the axis;Vertical controls connecting rod is meshed with horizontal controlling baffle plate, by rotating shaft and conversion gear Realize horizontal controlling baffle plate and the linkage of vertical controls connecting rod;The two ends of rotating shaft are fixed on the casing of ball float control chamber;Vertically The top of controls connecting rod is provided with control ball float, controls ball float can to control according to controlling the SEA LEVEL VARIATION in well to move up and down Horizontal controlling baffle plate moves horizontally pushes annular non-return valve open, thus realize horizontal controlling baffle plate controlling to the keying of inverted siphon.
CN201611107971.1A 2016-12-06 2016-12-06 A kind of rain sewage dams and auto purification type sand-catching apparatus Pending CN106480966A (en)

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DE3040865A1 (en) * 1980-10-30 1982-05-13 Bernhard 8071 Lenting Kessel Waste water tank or oil trap backwash seal - has closing float acting also as emergency seal, with manual arrester on insert extension
CN101967841A (en) * 2010-10-20 2011-02-09 重庆大学 Method and device for implementing primary rainwater closure in municipal network system
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CN202689171U (en) * 2012-07-20 2013-01-23 重庆大学 Intercepting well for intercepting initial rainwater source
CN104612210A (en) * 2015-01-30 2015-05-13 同济大学 Dynamic permeation rain pool system based on low-influence development
CN105672460A (en) * 2016-02-29 2016-06-15 青岛理工大学 Initial rainwater damps and self-purification formula sand setting device
CN105804200A (en) * 2016-04-19 2016-07-27 武汉圣禹排水系统有限公司 Sectioned intercepting and online treatment and discharging system
CN205444424U (en) * 2016-02-17 2016-08-10 武汉圣禹排水系统有限公司 Take vatch basin of non return function
CN106013401A (en) * 2016-07-20 2016-10-12 同济大学 Initial rainwater flow distributing device in rainwater inspection well

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3040865A1 (en) * 1980-10-30 1982-05-13 Bernhard 8071 Lenting Kessel Waste water tank or oil trap backwash seal - has closing float acting also as emergency seal, with manual arrester on insert extension
KR20110126276A (en) * 2010-05-17 2011-11-23 장기문 Initial rainwater treatment rainwater separator with oil separation function
CN101967841A (en) * 2010-10-20 2011-02-09 重庆大学 Method and device for implementing primary rainwater closure in municipal network system
CN202689171U (en) * 2012-07-20 2013-01-23 重庆大学 Intercepting well for intercepting initial rainwater source
CN104612210A (en) * 2015-01-30 2015-05-13 同济大学 Dynamic permeation rain pool system based on low-influence development
CN205444424U (en) * 2016-02-17 2016-08-10 武汉圣禹排水系统有限公司 Take vatch basin of non return function
CN105672460A (en) * 2016-02-29 2016-06-15 青岛理工大学 Initial rainwater damps and self-purification formula sand setting device
CN105804200A (en) * 2016-04-19 2016-07-27 武汉圣禹排水系统有限公司 Sectioned intercepting and online treatment and discharging system
CN106013401A (en) * 2016-07-20 2016-10-12 同济大学 Initial rainwater flow distributing device in rainwater inspection well

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