CN111622330A - Novel sponge type gutter inlet for intercepting sewage - Google Patents

Novel sponge type gutter inlet for intercepting sewage Download PDF

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CN111622330A
CN111622330A CN202010395374.3A CN202010395374A CN111622330A CN 111622330 A CN111622330 A CN 111622330A CN 202010395374 A CN202010395374 A CN 202010395374A CN 111622330 A CN111622330 A CN 111622330A
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rainwater
filter material
inlet
layer
pipe
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褚华强
张亚雷
周雪飞
李树平
黄守渤
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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
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/001Processes for the treatment of water whereby the filtration technique is of importance
    • 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
    • E03F5/0401Gullies for use in roads or pavements
    • 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
    • E03F5/0401Gullies for use in roads or pavements
    • E03F5/0404Gullies for use in roads or pavements with a permanent or temporary filtering device; Filtering devices specially adapted therefor
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/001Runoff or storm water
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/08Chemical Oxygen Demand [COD]; Biological Oxygen Demand [BOD]
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/10Solids, e.g. total solids [TS], total suspended solids [TSS] or volatile solids [VS]
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/14NH3-N
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/16Total nitrogen (tkN-N)
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00General aspects of water treatment
    • C02F2301/08Multistage treatments, e.g. repetition of the same process step under different conditions

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  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Water Supply & Treatment (AREA)
  • Health & Medical Sciences (AREA)
  • Public Health (AREA)
  • Environmental & Geological Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Sewage (AREA)

Abstract

本发明公开了一种新型截流截污海绵型雨水口,属于海绵城市排水技术领域。本发明包括雨水口井室、截污挂网、导流板、隔板、集渣篮、滤料层、穿孔滤管和雨水管;截污挂网设于雨水口井室顶部,截污挂网用于对从雨水口进口进入雨水口井室的雨水进行一次过滤;导流板设于截污挂网下方,导流板用于引导一次过滤后的雨水流入集渣篮中;隔板设于雨水口井室底部,隔板将雨水口井室底部分隔成容置区和滤料区,容置区内放置有起二次过滤作用的集渣篮,滤料区内设有对雨水起净化作用的滤料层;穿孔滤管设于滤料层底部,穿孔滤管用于将经滤料层处理后的雨水排出雨水口井室;雨水管设于雨水口井室的中部。本发明可对初期雨水中污染物进行有效截留及高效净化。

Figure 202010395374

The invention discloses a novel interception and sewage interception sponge-type rainwater gully, which belongs to the technical field of sponge city drainage. The invention includes a rainwater inlet well room, a sewage interception hanging net, a deflector, a partition plate, a slag collecting basket, a filter material layer, a perforated filter pipe and a rainwater pipe; It is used to filter the rainwater entering the rainwater well chamber from the inlet of the rainwater inlet; the deflector is set under the sewage interception and hanging net, and the deflector is used to guide the rainwater after the primary filtration to flow into the slag collecting basket; At the bottom of the rainwater well chamber, the partition divides the bottom of the rainwater well chamber into an accommodation area and a filter material area. A slag collection basket is placed in the accommodation area for secondary filtration. The perforated filter pipe is arranged at the bottom of the filter material layer, and the perforated filter pipe is used to discharge the rainwater treated by the filter material layer out of the rainwater well chamber; the rainwater pipe is set in the middle of the rainwater well chamber. The invention can effectively intercept and purify the pollutants in the initial rainwater.

Figure 202010395374

Description

一种新型截流截污海绵型雨水口A new type of sewage interception sponge-type rainwater outlet

技术领域technical field

本发明涉及一种雨水口,具体涉及一种新型截流截污海绵型雨水口,属于海绵城市排水技术领域。The invention relates to a rainwater gully, in particular to a novel interception and sewage interception sponge-type rainwater gully, which belongs to the technical field of sponge city drainage.

背景技术Background technique

传统的雨水口只是将雨水收集排放到管网,没有任何的初期雨水净化功能,会使污染物负荷增加,给城市收纳水体带来严重的污染,此外,随着雨水径流冲刷地表,垃圾会直接进入雨水口,造成雨水口堵塞,当降雨量较大时,还会引起城市内涝,使雨水口逐渐丧失原有功能。因此,设计出一种具有截流截污及对初期雨水具有净化功能的雨水口对城市水环境改善具有重要的意义。The traditional rainwater outlet only collects and discharges rainwater into the pipe network, without any initial rainwater purification function, which will increase the pollutant load and bring serious pollution to the urban storage water body. When the rainwater enters the gutter, it will cause the gutter to be blocked. When the rainfall is large, it will also cause urban waterlogging, so that the gutter will gradually lose its original function. Therefore, it is of great significance for the improvement of urban water environment to design a rainwater outlet with the function of intercepting sewage and purifying the initial rainwater.

发明内容SUMMARY OF THE INVENTION

针对现有技术中的问题,本发明提供一种新型截流截污海绵型雨水口,该雨水口通过对污染物的有效截留以及初期雨水的高效净化,可以避免雨水口的堵塞风险,同时也可以对初期雨水起到调蓄净化作用,进而可补充地下水,减少城市的内涝风险和污染,实现水资源的充分利用,从而最大程度上发挥海绵城市设施“渗、滞、蓄、净、用、排”的作用。In view of the problems in the prior art, the present invention provides a novel interception and sewage interception sponge-type gully, which can avoid the risk of clogging of the gully by effectively intercepting pollutants and efficiently purifying the initial rainwater. It plays a role in regulating, storing and purifying the initial rainwater, which can then supplement groundwater, reduce the risk of waterlogging and pollution in the city, and realize the full utilization of water resources, so as to maximize the "seepage, stagnation, storage, purification, use, and drainage of sponge city facilities." " effect.

为实现以上技术目的,本发明的技术方案是:For realizing the above technical purpose, the technical scheme of the present invention is:

一种新型截流截污海绵型雨水口,包括雨水口井室、截污挂网、导流板、隔板、集渣篮、滤料层、穿孔滤管和雨水管;所述截污挂网设于雨水口井室顶部,截污挂网用于对从雨水口进口进入雨水口井室的雨水进行一次过滤;所述导流板设于截污挂网下方,导流板用于引导一次过滤后的雨水流入集渣篮中;所述隔板设于雨水口井室底部,隔板将雨水口井室底部分隔成容置区和滤料区,容置区内放置有起二次过滤作用的集渣篮,滤料区内设有对雨水起净化作用的滤料层;所述穿孔滤管设于滤料层底部,穿孔滤管用于将经滤料层处理后的雨水排出雨水口井室;所述雨水管设于雨水口井室的中部。本发明结构简单,可以实现对初期雨水中污染物的有效截留以及初期雨水的高效净化,净化后的雨水可用于补充地下水,从而实现水资源的充分利用,最大程度上发挥海绵城市设施“渗、滞、蓄、净、用、排”的作用。A new type of sewage interception sponge-type rainwater outlet, comprising a rainwater outlet well chamber, a sewage interception hanging net, a deflector, a baffle, a slag collecting basket, a filter material layer, a perforated filter pipe and a rainwater pipe; On the top of the rainwater inlet well chamber, the sewage interception hanging net is used to filter the rainwater entering the rainwater inlet well chamber from the inlet of the rainwater inlet; The last rainwater flows into the slag collecting basket; the separator is arranged at the bottom of the rainwater well chamber, and the separator divides the bottom of the rainwater well chamber into a accommodating area and a filter material area, and a secondary filtration function is placed in the accommodating area. The filter material area is provided with a filter material layer that purifies rainwater; the perforated filter tube is set at the bottom of the filter material layer, and the perforated filter tube is used to discharge the rainwater treated by the filter material layer into the rainwater well. The rainwater pipe is arranged in the middle of the rainwater well room. The present invention has a simple structure, can achieve effective interception of pollutants in the initial rainwater and efficient purification of the initial rainwater, and the purified rainwater can be used to supplement groundwater, thereby realizing full utilization of water resources and maximizing the use of sponge city facilities to "seepage, improve, and clean". The functions of stagnation, storage, purification, utilization, and discharge.

作为优选方案,所述截污挂网设置为向下弯曲的弧面。如此设置可以增大对雨水一次过滤的有效面积,提高截留效率。As a preferred solution, the pollution intercepting and hanging net is set as a downwardly curved arc surface. This arrangement can increase the effective area for the primary filtration of rainwater and improve the interception efficiency.

作为优选方案,所述导流板包括两块斜板,两块斜板的顶端分别与雨水口井室顶部两端固连,两块斜板均倾斜设置,两块斜板之间形成倒八字形,所述集渣篮位于倒八字形正下方。As a preferred solution, the deflector includes two inclined plates, the tops of the two inclined plates are respectively fixed with the two ends of the top of the rainwater well chamber, the two inclined plates are both inclined, and an inverted eighth is formed between the two inclined plates. The slag collecting basket is located just below the inverted figure.

作为进一步优选方案,两块斜板底端之间的间距大于集渣篮的最大长度。如此设置可以方便集渣篮的灵活提取,以便于集渣篮中污染物的及时清理。As a further preferred solution, the distance between the bottom ends of the two inclined plates is greater than the maximum length of the slag collecting basket. Such arrangement can facilitate the flexible extraction of the slag collecting basket and facilitate timely cleaning of the pollutants in the slag collecting basket.

作为进一步优选方案,所述斜板与雨水口井室壁的夹角范围为40~50°。As a further preferred solution, the angle between the inclined plate and the wall of the rainwater well chamber ranges from 40° to 50°.

作为优选方案,所述隔板为周向闭合的隔板,隔板顶端开口。As a preferred solution, the separator is a circumferentially closed separator, and the top of the separator is open.

作为优选方案,所述滤料层由上到下依次布置有上层颗粒滤料、中层粗砂滤料、底层细砂滤料,其中,上层颗粒滤料粒径为25~30mm,中层粗砂滤料粒径为5~20mm,底层细沙滤料为0.5~1mm。如此设置可以对雨水中不同类型的污染物进行层层净化,从而可以提高对雨水中的COD、TSS、氨氮、总氮、总磷等污染物的去除效果,减少初期雨水的污染负荷。As a preferred solution, the filter material layer is sequentially arranged from top to bottom with an upper layer of granular filter material, a middle layer of coarse sand filter material, and a bottom layer of fine sand filter material. The particle size of the material is 5-20mm, and the bottom fine sand filter material is 0.5-1mm. This arrangement can purify different types of pollutants in rainwater layer by layer, thereby improving the removal effect of COD, TSS, ammonia nitrogen, total nitrogen, total phosphorus and other pollutants in rainwater, and reducing the pollution load of initial rainwater.

作为进一步优选方案,滤料采用模块化构造。如此设置可实现滤料的一体化组装填充,以方便其定期更换或反冲洗再生。As a further preferred solution, the filter material adopts a modular structure. This arrangement can realize the integrated assembly and filling of the filter material, so as to facilitate its regular replacement or backwash regeneration.

附图说明Description of drawings

图1是本发明的结构示意图;Fig. 1 is the structural representation of the present invention;

附图标记:Reference number:

1.雨水口井室、2.截污挂网、3.导流板、4.隔板、5.集渣篮、6.滤料层、61. 上层颗粒滤料、62.中层粗砂滤料、63.底层细砂滤料、7.穿孔滤管、8.雨水管1. Rainwater inlet well room, 2. Sewage interception and hanging net, 3. Baffle plate, 4. Partition plate, 5. Slag collecting basket, 6. Filter material layer, 61. Upper particle filter material, 62. Middle layer coarse sand filter 63. Bottom fine sand filter material, 7. Perforated filter tube, 8. Rainwater pipe

具体实施方式Detailed ways

结合图1,详细说明本发明的一个具体实施例,但不对本发明的权利要求做任何限定。1, a specific embodiment of the present invention is described in detail, but does not make any limitation to the claims of the present invention.

如图1所示,一种新型截流截污海绵型雨水口,包括雨水口井室、截污挂网、导流板、隔板、集渣篮、滤料层、穿孔滤管和雨水管;As shown in Figure 1, a new type of sewage interception sponge-type rainwater inlet includes a rainwater inlet well room, a sewage interception hanging net, a deflector, a baffle, a slag collection basket, a filter material layer, a perforated filter pipe and a rainwater pipe;

所述截污挂网设于雨水口井室顶部,截污挂网用于对从雨水口进口进入雨水口井室的雨水进行一次过滤,截污挂网的网孔孔径设置为20~30mm,以截留雨水中的塑料袋、树枝树叶等大污染物,其中,为了增大截污挂网对雨水一次过滤的有效面积,截污挂网设置为向下弯曲的弧面;The sewage intercepting and hanging net is arranged on the top of the rainwater inlet well room, and the sewage intercepting and hanging net is used to filter the rainwater entering the rainwater inlet well room from the inlet of the rainwater inlet. In order to intercept the large pollutants such as plastic bags, branches and leaves in the rainwater, in order to increase the effective area of the sewage interception hanging net to filter the rainwater at one time, the sewage intercepting hanging net is set as a downward curved arc surface;

所述导流板设于截污挂网下方,导流板用于引导一次过滤后的雨水流入集渣篮中,所述导流板包括两块斜板,两块斜板的顶端分别与雨水口井室顶部两端固连,两块斜板均倾斜设置,斜板与雨水口井室壁的夹角为40~50°,两块斜板之间形成倒八字形;The deflector is arranged below the sewage interception and hanging net, and the deflector is used to guide the rainwater after primary filtration into the slag collection basket. Both ends of the top of the well chamber are fixedly connected, and the two inclined plates are set obliquely;

所述隔板设于雨水口井室底部,隔板为周向闭合的隔板,隔板顶端开口,隔板将雨水口井室底部分隔成容置区和滤料区,所述容置区内放置有起二次过滤作用的集渣篮,集渣篮网孔孔径设置为1~3mm,以截留截污挂网不能去除的沙粒灰尘等小颗粒污染物,集渣篮位于两块斜板所形成的倒八字形的正下方,集渣篮的最大长度小于两块斜板之间的间距,以方便集渣篮的灵活提取,所述滤料区内设有对雨水起净化作用的滤料层,滤料层由上到下依次布置有上层颗粒滤料、中层粗砂滤料、底层细砂滤料,其中,上层颗粒滤料粒径为25~30mm,上层颗粒滤料可快速吸收初期雨水,初步净化雨水,中层粗砂滤料粒径为5~20mm,中层粗砂滤料可进一步净化雨水并储存初期雨水,底层细沙滤料粒径为0.5~1mm,底层细砂滤料深度净化雨水并补充初期雨水的地下水储存,为方便滤料层中滤料的定期更换或反冲洗再生,滤料采用模块化构造,一体化组装填充;The separator is arranged at the bottom of the rainwater well chamber, the separator is a circumferentially closed separator, the top of the separator is open, and the separator divides the bottom of the rainwater well chamber into a accommodating area and a filter material area, and the accommodating area is There is a slag collecting basket for secondary filtration. The mesh aperture of the slag collecting basket is set to 1-3mm to retain small particle pollutants such as sand and dust that cannot be removed by the fouling and hanging net. The slag collecting basket is located in two inclined blocks. Just below the inverted figure-eight shape formed by the plate, the maximum length of the slag collecting basket is less than the distance between the two inclined plates, so as to facilitate the flexible extraction of the slag collecting basket. The filter material layer, the filter material layer is arranged from top to bottom in order with the upper layer of granular filter material, the middle layer of coarse sand filter material, and the bottom layer of fine sand filter material. Absorb the initial rainwater and purify the rainwater initially. The particle size of the middle layer of coarse sand filter material is 5-20mm. The middle layer of coarse sand filter material can further purify the rainwater and store the initial rainwater. The particle size of the bottom layer of fine sand filter material is 0.5-1mm. In order to facilitate the regular replacement or backwash regeneration of the filter material in the filter material layer, the filter material adopts a modular structure and is assembled and filled in an integrated manner;

所述穿孔滤管设于滤料层底部,穿孔滤管用于将经滤料层处理后的雨水排出雨水口井室;The perforated filter pipe is arranged at the bottom of the filter material layer, and the perforated filter pipe is used to discharge the rainwater treated by the filter material layer out of the rainwater well chamber;

所述雨水管设于雨水口井室的中部。The rainwater pipe is arranged in the middle of the rainwater well chamber.

当雨量较小时,从雨水口进口进入雨水口井室的雨水首先经过截污挂网,雨水冲刷地表携带的体积较大的污染物被截留,随后雨水通过导流板流入集渣篮,不能被截留挂网去除的小颗粒污染物被集渣篮收集并沉降至底部,随着雨水在容置区内的不断收集,雨水溢流至滤料区,并由上到下依次流经上层颗粒滤料5、中层粗砂滤料6、底层细砂滤料7,以去除雨水中COD、TSS、氨氮、总氮、总磷等污染物,最后处理过的雨水经滤料层底部的穿孔滤管排出。When the rainfall is small, the rainwater entering the rainwater well chamber from the inlet of the rainwater inlet first passes through the sewage interception and hanging net, and the larger pollutants carried by the rainwater scouring the surface are intercepted, and then the rainwater flows into the slag collection basket through the deflector, and cannot be trapped. The small particle pollutants removed by the interception and hanging net are collected by the slag collecting basket and settle to the bottom. With the continuous collection of rainwater in the holding area, the rainwater overflows to the filter material area, and flows through the upper particle filter from top to bottom. Material 5, middle layer coarse sand filter material 6, bottom layer fine sand filter material 7, to remove COD, TSS, ammonia nitrogen, total nitrogen, total phosphorus and other pollutants in rainwater, and finally treated rainwater passes through the perforated filter tube at the bottom of the filter material layer. discharge.

当雨量较大时,随着雨水的不断收集,雨水水位达到雨水管所在位置,此时,部分雨水经滤料区滤料层处理后再经穿孔滤管排出,部分雨水经雨水管直接进入市政网管。When the rainfall is large, with the continuous collection of rainwater, the rainwater level reaches the location of the rainwater pipe. At this time, part of the rainwater is treated by the filter material layer in the filter material area and then discharged through the perforated filter pipe, and part of the rainwater directly enters the municipal network pipe through the rainwater pipe.

综上所述,本发明具有以下优点:To sum up, the present invention has the following advantages:

(1)本发明通过在雨水口井室顶部和底部分别设置截污挂网和集渣篮,可以对初期雨水中的污染物进行有效截留,其中,截污挂网可以截留雨水中的塑料袋、树枝树叶等大污染物,集渣篮可以截留截污挂网不能去除的沙粒灰尘等小颗粒污染物。(1) The present invention can effectively intercept the pollutants in the initial rainwater by setting the sewage intercepting net and the slag collecting basket at the top and bottom of the rainwater well chamber, wherein the sewage intercepting and hanging net can intercept the plastic bags in the rainwater. , branches and leaves and other large pollutants, the slag collection basket can intercept small particle pollutants such as sand and dust that cannot be removed by the interception and hanging net.

(2)本发明通过设置与集渣篮相配合的导流板,不仅可以引导一次过滤后的雨水快速流入集渣篮中,以提高集渣篮对雨水的截留效率,而且还可以方便集渣篮的灵活提取,以便于集渣篮中污染物的及时清理。(2) The present invention can not only guide the rainwater after one-time filtering to flow quickly into the slag collecting basket by setting the guide plate matched with the slag collecting basket to improve the interception efficiency of rainwater by the slag collecting basket, but also facilitate the slag collecting. The flexible extraction of the basket facilitates the timely cleaning of contaminants in the slag collecting basket.

(3)本发明通过在滤料区设置多级粒径不同的滤料,可以对雨水中不同类型的污染物进行层层净化,其中,上层颗粒滤料可快速吸收初期雨水,初步净化雨水,中层粗砂滤料可进一步净化雨水并储存初期雨水,底层细砂滤料深度净化雨水并补充初期雨水的地下水储存,从而能够高效去除雨水中的COD、TSS、氨氮、总氮、总磷等污染物,减少初期雨水的污染负荷。此外,本发明中滤料可采用模块化构造,一体化组装填充,方便定期更换或反冲洗再生。(3) The present invention can purify different types of pollutants in rainwater layer by layer by arranging multi-stage filter materials with different particle sizes in the filter material area, wherein the upper particle filter material can quickly absorb the initial rainwater and preliminarily purify the rainwater, The middle layer of coarse sand filter material can further purify the rainwater and store the initial rainwater, while the bottom layer of fine sand filter material deeply purifies the rainwater and supplements the groundwater storage of the initial rainwater, so as to effectively remove the COD, TSS, ammonia nitrogen, total nitrogen, total phosphorus and other pollution in the rainwater reduce the pollution load of initial rainwater. In addition, the filter material in the present invention can adopt a modular structure, which can be assembled and filled in an integrated manner, which is convenient for regular replacement or backwash regeneration.

(4)本发明通过设置穿孔滤管,可以加速净化后的雨水外排,增大雨水口的过流能力。(4) In the present invention, by setting the perforated filter tube, the external discharge of the purified rainwater can be accelerated, and the flow capacity of the rainwater inlet can be increased.

(5)本发明通过设置雨水管可以将过量雨水排入与雨水管连通的市政网管中,通过将雨水管设置在雨水口井室的中部,既可以避免初期雨水中污染物的直接排放,又可以利用高差防止雨水直接排入雨水管,减少市政网管的水量负荷。(5) The present invention can discharge excess rainwater into the municipal network pipe communicated with the rainwater pipe by arranging the rainwater pipe, and by arranging the rainwater pipe in the middle of the rainwater well chamber, the direct discharge of pollutants in the initial rainwater can be avoided, and the high The difference prevents rainwater from being directly discharged into the rainwater pipe and reduces the water load of the municipal network pipe.

可以理解的是,以上关于本发明的具体描述,仅用于说明本发明而并非受限于本发明实施例所描述的技术方案。本领域的普通技术人员应当理解,仍然可以对本发明进行修改或等同替换,以达到相同的技术效果;只要满足使用需要,都在本发明的保护范围之内。It can be understood that the above specific description of the present invention is only used to illustrate the present invention and is not limited to the technical solutions described in the embodiments of the present invention. Those of ordinary skill in the art should understand that the present invention can still be modified or equivalently replaced to achieve the same technical effect; as long as it meets the needs of use, it is within the protection scope of the present invention.

Claims (8)

1.一种新型截流截污海绵型雨水口,其特征在于,包括雨水口井室、截污挂网、导流板、隔板、集渣篮、滤料层、穿孔滤管和雨水管;所述截污挂网设于雨水口井室顶部,截污挂网用于对从雨水口进口进入雨水口井室的雨水进行一次过滤;所述导流板设于截污挂网下方,导流板用于引导一次过滤后的雨水流入集渣篮中;所述隔板设于雨水口井室底部,隔板将雨水口井室底部分隔成容置区和滤料区,容置区内放置有起二次过滤作用的集渣篮,滤料区内设有对雨水起净化作用的滤料层;所述穿孔滤管设于滤料层底部,穿孔滤管用于将经滤料层处理后的雨水排出雨水口井室;所述雨水管设于雨水口井室的中部。1. a novel interception and sewage interception sponge type rainwater gully, is characterized in that, comprises rainwater gully well room, sewage interception hanging net, deflector, clapboard, slag collecting basket, filter material layer, perforated filter pipe and rainwater pipe; The sewage interception hanging net is installed on the top of the rainwater inlet well room, and the sewage intercepting hanging net is used to filter the rainwater entering the rainwater inlet well room from the inlet of the rainwater inlet. The plate is used to guide the rainwater after primary filtration into the slag collecting basket; the baffle is arranged at the bottom of the rainwater well chamber, and the partition divides the bottom of the rainwater well chamber into a accommodating area and a filter material area, and the accommodating area is placed There is a slag collection basket for secondary filtration, and a filter material layer for purifying rainwater is arranged in the filter material area; the perforated filter tube is arranged at the bottom of the filter material layer, and the perforated filter tube is used to treat the filtered material layer. The rainwater is discharged from the rainwater well room; the rainwater pipe is arranged in the middle of the rainwater well room. 2.如权利要求1所述的雨水口,其特征在于,所述截污挂网设置为向下弯曲的弧面。2 . The rainwater outlet according to claim 1 , wherein the sewage intercepting and hanging net is set as a downwardly curved arc surface. 3 . 3.如权利要求1所述的雨水口,其特征在于,所述导流板包括两块斜板,两块斜板的顶端分别与雨水口井室顶部两端固连,两块斜板均倾斜设置,两块斜板之间形成倒八字形,所述集渣篮位于倒八字形正下方。3. The rainwater inlet as claimed in claim 1, wherein the deflector comprises two inclined plates, the tops of the two inclined plates are respectively fixed with the two ends of the top of the well chamber of the rainwater inlet, and the two inclined plates are respectively fixed. Inclined arrangement, an inverted figure-eight shape is formed between the two inclined plates, and the slag collecting basket is located directly below the inverted figure-of-eight shape. 4.如权利要求3所述的雨水口,其特征在于,两块斜板底端之间的间距大于集渣篮的最大长度。4. The gully of claim 3, wherein the distance between the bottom ends of the two inclined plates is greater than the maximum length of the slag collecting basket. 5.如权利要求3所述的雨水口,其特征在于,所述斜板与雨水口井室壁的夹角为40~50°。5 . The rainwater inlet according to claim 3 , wherein the angle between the inclined plate and the well chamber wall of the rainwater inlet is 40-50°. 6 . 6.如权利要求1所述的雨水口,其特征在于,所述隔板为周向闭合的隔板,隔板顶端开口。6 . The gully of claim 1 , wherein the partition is a partition closed in the circumferential direction, and the top of the partition is open. 7 . 7.如权利要求1所述的雨水口,其特征在于,所述滤料层由上到下依次布置有上层颗粒滤料、中层粗砂滤料、底层细砂滤料,其中,上层颗粒滤料粒径为25~30mm,中层粗砂滤料粒径为5~20mm,底层细沙滤料为0.5~1mm。7. The rainwater inlet as claimed in claim 1, wherein the filter material layer is sequentially arranged with upper layer particle filter material, middle layer coarse sand filter material and bottom layer fine sand filter material from top to bottom, wherein the upper layer particle filter material is The particle size of the material is 25-30mm, the particle size of the middle layer of coarse sand filter material is 5-20mm, and the bottom layer of fine sand filter material is 0.5-1mm. 8.如权利要求7所述的雨水口,其特征在于,所述滤料采用模块化构造。8. The gully of claim 7, wherein the filter material adopts a modular construction.
CN202010395374.3A 2020-05-12 2020-05-12 Novel sponge type gutter inlet for intercepting sewage Pending CN111622330A (en)

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