CN111501946A - Sewage regulation and storage device and method based on gravity water inflow and air pressure water evacuation and water outflow - Google Patents

Sewage regulation and storage device and method based on gravity water inflow and air pressure water evacuation and water outflow Download PDF

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CN111501946A
CN111501946A CN202010210121.4A CN202010210121A CN111501946A CN 111501946 A CN111501946 A CN 111501946A CN 202010210121 A CN202010210121 A CN 202010210121A CN 111501946 A CN111501946 A CN 111501946A
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sewage
buffer
biochemical
interception
outlet
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李习洪
周超
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Wuhan Shengyu Drainage Systems Co Ltd
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Wuhan Shengyu Drainage Systems Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F1/00Methods, systems, or installations for draining-off sewage or storm water
    • E03F1/002Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
    • E03F1/003Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells via underground elongated vaulted elements
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F1/00Methods, systems, or installations for draining-off sewage or storm water
    • E03F1/002Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
    • E03F1/005Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells via box-shaped elements
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F1/00Methods, systems, or installations for draining-off sewage or storm water
    • E03F1/006Pneumatic sewage disposal systems; accessories specially adapted therefore
    • E03F1/007Pneumatic sewage disposal systems; accessories specially adapted therefore for public or main systems
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/02Arrangement of sewer pipe-lines or pipe-line systems
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/04Pipes or fittings specially adapted to sewers
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F2201/00Details, devices or methods not otherwise provided for
    • E03F2201/10Dividing the first rain flush out of the stormwater flow
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F2201/00Details, devices or methods not otherwise provided for
    • E03F2201/20Measuring flow in sewer systems

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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

本发明提供了一种基于重力进水及气压排空出水的污水调蓄装置,包括:生化部;截流部,分别与生化部、合流管相连通;缓冲部,与截流部相连通,以及和外界大气压相连通;气源,与缓冲部相连通;在缓冲部进水时,污水在重力作用下经收纳空间流入存储空间,在缓冲部出水时,由气源向缓冲部内充入空气,将污水排至收纳空间。本发明有效的避免了技术中对于由生化部输入的污水直接进入合流管予以输出的结构设计所存在在雨天时极易造成自然水体严重污染,或者污水处理设施处理压力过大、资源浪费等技术缺陷,能够达到在不需要污水排放时对污水进行调蓄的技术效果,具有结构简单、操作方便及适用性广的特点。

Figure 202010210121

The invention provides a sewage regulation and storage device based on gravity water intake and air pressure discharge water, comprising: a biochemical part; an interception part, which is respectively connected with the biochemical part and the confluence pipe; a buffer part, which is in communication with the interception part; and The external atmospheric pressure is connected; the air source is connected to the buffer part; when the buffer part enters the water, the sewage flows into the storage space through the storage space under the action of gravity; Sewage is discharged to the storage space. The present invention effectively avoids the structural design that the sewage input from the biochemical department directly enters the confluence pipe for output, which is very easy to cause serious pollution of natural water bodies in rainy days, or excessive treatment pressure of sewage treatment facilities, waste of resources and other technologies. It has the advantages of simple structure, convenient operation and wide applicability.

Figure 202010210121

Description

一种基于重力进水及气压排空出水的污水调蓄装置及方法A sewage regulation and storage device and method based on gravity water inlet and air pressure emptying water

技术领域technical field

本发明属于排水技术领域,特别涉及一种基于重力进水及气压排空出水的污水调蓄装置及方法。The invention belongs to the technical field of drainage, and in particular relates to a sewage regulation and storage device and method based on gravity water inlet and air pressure emptying water outlet.

背景技术Background technique

城市管网分为合流制排水系统和分流制排水系统,用于对单元区域内的污水(如生活污水)进行排放,现有的排放过程中,其单元区域内的污水首先经污水支管输送至化粪池进行汇集并化学处理(如在化粪池中进行化学分解),使得处理后的上层液经合流管流入市政管道中进行后续处理。The urban pipe network is divided into a combined drainage system and a split drainage system, which are used to discharge sewage (such as domestic sewage) in the unit area. In the existing discharge process, the sewage in the unit area is first transported to the sewage branch pipe. The septic tank is collected and chemically treated (such as chemical decomposition in the septic tank), so that the treated upper layer liquid flows into the municipal pipeline through the confluence pipe for subsequent treatment.

然而,该种排放方式使得在进行污水排放时,由化粪池输出的污水直接进入合流管后与雨水混合在一起,而在雨天时如果将该雨水和污水的混合水直接排入自然水体时极易造成受纳水体遭受严重的污染,如果将其直接排入污水处理设施进行处理时,造成雨天时的大量较干净的雨水进入污水处理设施进行不必要的处理,造成资源浪费。However, this kind of discharge method makes the sewage output from the septic tank directly enter the merging pipe and mix with the rainwater when the sewage is discharged. In rainy days, if the mixed water of the rainwater and sewage is directly discharged into the natural water body It is very easy to cause serious pollution of the receiving water body. If it is directly discharged into the sewage treatment facility for treatment, a large amount of clean rainwater will enter the sewage treatment facility for unnecessary treatment in rainy days, resulting in waste of resources.

由此可见,现有技术中对于由化粪池输入的污水直接进入合流管予以输出的结构设计,存在在雨天时极易造成自然水体严重污染,或者污水处理设施处理压力过大、资源浪费等技术缺陷。It can be seen that the structural design in the prior art that the sewage input from the septic tank directly enters the confluence pipe for output, it is easy to cause serious pollution of natural water bodies in rainy days, or the treatment pressure of sewage treatment facilities is too large, and resources are wasted, etc. Technical flaws.

发明内容SUMMARY OF THE INVENTION

本发明所要解决的技术问题是现有技术中对于由生化部输入的污水直接进入合流管予以输出的结构设计,存在在雨天时极易造成自然水体严重污染,或者污水处理设施处理压力过大、资源浪费等技术缺陷。The technical problem to be solved by the present invention is the structural design in the prior art that the sewage input from the biochemical department directly enters the confluence pipe for output, and it is very easy to cause serious pollution of the natural water body in rainy days, or the treatment pressure of the sewage treatment facility is too large, Technical defects such as waste of resources.

为解决上述技术问题,本发明提供了一种基于重力进水及气压排空出水的污水调蓄装置,所述装置包括:截流部,内部具有一收纳污水的收纳空间;缓冲部,内部具有一存储污水的存储空间,并分别与所述截流部和外界大气压相连通;所述缓冲部与所述截流部相连通部位处的底标高,低于所述截流部与合流管相连通部位处的底标高;气源,与所述缓冲部相连通;在所述缓冲部进水时,所述截流部中的污水在重力作用下经所述收纳空间流入所述存储空间,在所述缓冲部出水时,由所述气源向所述缓冲部内充入气压,气压作用下将所述存储空间中的污水排至所述收纳空间。In order to solve the above-mentioned technical problems, the present invention provides a sewage regulation and storage device based on gravity water intake and air pressure emptying of water. The storage space for storing sewage is respectively communicated with the interception part and the external atmospheric pressure; the bottom elevation at the part where the buffer part communicates with the interception part is lower than that at the part where the interception part communicates with the confluence pipe. Bottom elevation; air source, communicated with the buffer part; when the buffer part enters the water, the sewage in the interception part flows into the storage space through the storage space under the action of gravity, and the buffer part flows into the storage space through the storage space. When the water comes out, the air pressure is charged into the buffer part from the air source, and the sewage in the storage space is discharged to the storage space under the action of the air pressure.

可选的,还包括:开设在所述缓冲部的排气管;在所述排气管处设置有第一阀门,将所述气源和所述缓冲部相连通;在所述排气管处设置有第二阀门,将所述缓冲部与外界大气压相连通。Optionally, it also includes: an exhaust pipe opened in the buffer part; a first valve is provided at the exhaust pipe to communicate the air source and the buffer part; in the exhaust pipe A second valve is arranged at the position to communicate the buffer portion with the external atmospheric pressure.

可选的,所述截流部包括:截流进口,与用于接收单元区域排除污水的生化部的出水口相连通;第一截流出口和第二截流出口,所述第一截流出口与所述合流管相连通,所述第二截流出口与所述缓冲部相连通。Optionally, the interception part includes: an interception inlet, which is communicated with the water outlet of the biochemical part for receiving sewage in the receiving unit area; a first interception outlet and a second interception outlet, the first interception outlet and the confluence The pipes communicate with each other, and the second shut-off outlet communicates with the buffer portion.

可选的,所述缓冲部的顶标高,低于所述截流进口的底标高。Optionally, the top elevation of the buffer portion is lower than the bottom elevation of the interception inlet.

可选的,还包括:设置在所述第一截流出口处的第一开关;以及设置在所述第二截流出口处的第二开关。Optionally, it further includes: a first switch arranged at the first shut-off outlet; and a second switch arranged at the second shut-off outlet.

可选的,所述缓冲部、所述生化部及所述截流部为分体式结构;所述生化部是化粪池;所述缓冲部是调蓄池、箱涵或管涵中的一种;所述截流部是分流井、截流井、弃流井、缓冲廊道或安装井中的一种。Optionally, the buffer part, the biochemical part and the interception part are of a split structure; the biochemical part is a septic tank; the buffer part is one of a storage tank, a box culvert or a pipe culvert ; The interception part is one of a diversion well, an interception well, an abandoned well, a buffer corridor or an installation well.

可选的,所述缓冲部、所述生化部及所述截流部为一体式结构;所述生化部是化粪池,所述缓冲部和所述截流部是所述生化部内的两个独立区域。Optionally, the buffer part, the biochemical part and the interception part are integrated structures; the biochemical part is a septic tank, and the buffer part and the interception part are two independent parts in the biochemical part. area.

可选的,所述生化部及所述截流部为一体式结构;所述缓冲部和所述一体式结构呈分体式分布;所述缓冲部是调蓄池、箱涵、管涵或缓冲廊道中的一种;所述生化部是化粪池,所述截流部是所述生化部内的一个独立区域。Optionally, the biochemical part and the interception part are of an integrated structure; the buffer part and the integrated structure are distributed in a split type; the buffer part is a storage tank, a box culvert, a pipe culvert or a buffer gallery One of the tracts; the biochemical section is a septic tank, and the interception section is an independent area within the biochemical section.

可选的,所述缓冲部及所述截流部为一体式结构;所述生化部和所述一体式结构呈分体式分布,所述生化部是化粪池;所述缓冲部是调蓄池、箱涵、管涵或缓冲廊道中的一种。Optionally, the buffer part and the interception part are an integrated structure; the biochemical part and the integrated structure are distributed in a split type, the biochemical part is a septic tank; the buffer part is a regulating and storage tank , box culvert, pipe culvert or buffer corridor.

可选的,还包括:开设在所述生化部上的排气管;在所述排气管处设置有第一阀门,将所述气源和所述缓冲部相连通;在所述排气管处设置有第二阀门,将所述缓冲部与外界大气压相连通。Optionally, it also includes: an exhaust pipe opened on the biochemical part; a first valve is provided at the exhaust pipe to communicate the air source and the buffer part; A second valve is arranged at the pipe to communicate the buffer portion with the external atmospheric pressure.

可选的,还包括:弯管,所述弯管的一端与所述第二截流出口相连通,所述弯管的另一端与所述缓冲部的底部相连通,所述弯管的一端的高度,低于所述弯管的另一端的高度。Optionally, it also includes: an elbow, one end of the elbow is communicated with the second shut-off outlet, the other end of the elbow is communicated with the bottom of the buffer part, and one end of the elbow is communicated with the bottom of the buffer part. Height, lower than the height of the other end of the elbow.

第二方面,还提供了一种基于重力进水及气压排空出水的污水调蓄方法,应用于上述所述的装置,所述方法包括:接收所述缓冲部是否需要出水的识别指令;若是,则控制第一开关和第二开关开启,以及第一阀门打开和第二阀门关闭,向所述缓冲部内充入空气;所述空气挤压所述缓冲部中的污水流入截流部,并由合流管排出;接收所述缓冲部是否需要储水的识别指令;若是,控制所述第一开关关闭、所述第二开关打开、所述第一阀门关闭及所述第二阀门打开;截流部中的污水在重力作用下流入所述缓冲部中。In a second aspect, there is also provided a sewage regulation and storage method based on gravity water intake and air pressure discharge water, which is applied to the above-mentioned device. , then the first switch and the second switch are controlled to open, the first valve is opened and the second valve is closed, and air is filled into the buffer part; The confluence pipe is discharged; the identification instruction of whether the buffer part needs to store water is received; if so, the first switch is closed, the second switch is opened, the first valve is closed, and the second valve is opened; the interception part The sewage flows into the buffer under the action of gravity.

有益效果:Beneficial effects:

本发明提供的污水调蓄装置,在雨天需要将污水和雨水分开时,生化部输出的污水在自身重力的作用下由截流部流入缓冲部中进行存储,使得合流管中仅存在雨水,而当需要污水输出时,通过气源向缓冲部中充入空气,使得存储的污水在空气压力作用下下流入截流部,并由合流管中排除,有效的避免了技术中对于由生化部输入的污水直接进入合流管予以输出的结构设计所存在在雨天时极易造成自然水体严重污染,或者污水处理设施处理压力过大、资源浪费等技术缺陷,能够达到在不需要污水排放时对污水进行调蓄的技术效果,具有结构简单、操作方便及适用性广的特点。In the sewage regulation and storage device provided by the present invention, when sewage and rainwater need to be separated in rainy days, the sewage output by the biochemical part flows into the buffer part from the interception part under the action of its own gravity for storage, so that only rainwater exists in the confluence pipe, and when When sewage output is required, air is filled into the buffer part through the air source, so that the stored sewage flows into the interception part under the action of air pressure, and is discharged from the confluence pipe, effectively avoiding the technical problem of sewage input from the biochemical part. The structural design that directly enters the confluence pipe for output has technical defects such as excessive pollution of natural water bodies in rainy days, or excessive treatment pressure of sewage treatment facilities, waste of resources and other technical defects, which can achieve the adjustment and storage of sewage when sewage discharge is not required. It has the characteristics of simple structure, convenient operation and wide applicability.

上述说明仅是本发明技术方案的概述,为了能够更清楚了解本发明的技术手段,而可依照说明书的内容予以实施,并且为了让本发明的上述和其它目的、特征和优点能够更明显易懂,以下特举本发明的具体实施方式。The above description is only an overview of the technical solutions of the present invention, in order to be able to understand the technical means of the present invention more clearly, it can be implemented according to the content of the description, and in order to make the above and other purposes, features and advantages of the present invention more obvious and easy to understand , the following specific embodiments of the present invention are given.

附图说明Description of drawings

为了更清楚地说明本说明书实施例或现有技术中的技术方案,下面将对实施例中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the embodiments of the present specification or the technical solutions in the prior art, the accompanying drawings required in the embodiments will be briefly introduced below. Obviously, the accompanying drawings in the following description are only some of the present invention. In the embodiments, for those of ordinary skill in the art, other drawings can also be obtained according to these drawings without any creative effort.

图1为本发明实施例提供的污水调蓄装置一种结构示意图;1 is a schematic structural diagram of a sewage regulation and storage device provided by an embodiment of the present invention;

图2为本发明实施例提供的污水调蓄装置又一种结构示意图;;Fig. 2 is another structural schematic diagram of the sewage regulation and storage device provided by the embodiment of the present invention;

图3为图2的俯视图;Fig. 3 is the top view of Fig. 2;

图4为本发明实施例提供的污水调蓄装置又一种结构示意图;Fig. 4 is another structural schematic diagram of the sewage regulation and storage device provided by the embodiment of the present invention;

图5为本发明实施例提供的污水调蓄装置再一种结构示意图;Fig. 5 is another structural schematic diagram of the sewage regulation and storage device provided by the embodiment of the present invention;

图6为图5的俯视图;Fig. 6 is the top view of Fig. 5;

图7为图1中存在弯管的结构示意图;Fig. 7 is the structural representation of the elbow in Fig. 1;

图8为图2中存在弯管的结构示意图;Fig. 8 is the structural representation of the elbow in Fig. 2;

图9为本发明实施例提供的当缓冲部位于截流部的正下方时的结构示意图。FIG. 9 is a schematic structural diagram when the buffer portion is located directly below the blocking portion according to an embodiment of the present invention.

具体实施方式Detailed ways

下面将结合本说明书实施例中的附图,对本说明书实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本说明书一部分实施例,而不是全部的实施例。基于本说明书中的实施例,本领域普通技术人员所获得的所有其他实施例,都属于本发明保护的范围;其中本实施中所涉及的“和/或”关键词,表示和、或两种情况,换句话说,本说明书实施例所提及的A和/或B,表示了A和B、A或B两种情况,描述了A与B所存在的三种状态,如A和/或B,表示:只包括A不包括B;只包括B不包括A;包括A与B。The technical solutions in the embodiments of the present specification will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present specification. Obviously, the described embodiments are only a part of the embodiments of the present specification, rather than all the embodiments. Based on the embodiments in this specification, all other embodiments obtained by those of ordinary skill in the art fall within the protection scope of the present invention; wherein the keyword "and/or" involved in this implementation means and or both In other words, A and/or B mentioned in the embodiments of this specification represent two situations of A and B, A or B, and describe the three states that A and B exist, such as A and/or B, means: only include A but not B; only include B but not A; include A and B.

同时,本说明书实施例中,当组件被称为“固定于”另一个组件,它可以直接在另一个组件上或者也可以存在居中组件。当一个组件被认为是“连接”另一个组件,它可以是直接连接到另一个组件或者可能同时存在居中组件。当一个组件被认为是“设置于”另一个组件,它可以是直接设置在另一个组件上或者可能同时存在居中组件。本说明书实施例中所使用的术语“垂直的”、“水平的”、“左”、“右”以及类似的表述只是为了说明目的,并不是旨在限制本发明。Meanwhile, in the embodiments of this specification, when a component is referred to as being "fixed to" another component, it may be directly on the other component or there may also be a central component. When a component is considered to be "connected" to another component, it may be directly connected to the other component or there may be a co-existence of an intervening component. When a component is considered to be "set on" another component, it may be directly set on the other component or there may be a co-existing centered component. The terms "vertical", "horizontal", "left", "right" and similar expressions used in the embodiments of the present specification are only for the purpose of illustration and are not intended to limit the present invention.

需要说明的是,为了对本说明书进行更为详细的说明,以使本领域技术人员能够更为清楚、明白的理解本说明书,进而支持本说明书所要解决的技术问题以及对应所能达到的技术效果,特在介绍本说明书之前,针对其所涉及的术语名词作出如下解释:It should be noted that, in order to describe this specification in more detail, so that those skilled in the art can understand this specification more clearly and clearly, and then support the technical problems to be solved by this specification and the corresponding technical effects that can be achieved, Before introducing this manual, the following explanations are given for the terms and nouns involved:

“单元区域”,是指存在污水的区域,如小区、学校、写字楼、商场等;污水支管,“合流管”,是在单元区域管道中用于输送雨水、污水或者雨水和污水的混合水的管道;“生化部”,是指用于对单元区域内污水支管所传输的污水进行汇集并化学处理,可以是类似于化粪池等具有处理功能池体结构;“底标高”指的是某个部位、构件最底层的标高值。“顶标高”指的是某个部位、构件最顶层的标高值。"Unit area" refers to areas where sewage exists, such as residential areas, schools, office buildings, shopping malls, etc.; sewage branch pipes, "confluence pipes", are used in the unit area pipelines to transport rainwater, sewage or mixed water of rainwater and sewage Pipelines; "Biochemical Department" refers to the collection and chemical treatment of sewage transmitted by sewage branch pipes in the unit area, which can be similar to septic tanks and other tank structures with treatment functions; "bottom elevation" refers to a certain The elevation value of the bottom layer of each part and component. "Top elevation" refers to the elevation value of the top level of a certain part and component.

本说明书实施例提供的污水调蓄装置应用于排水系统这一具体的应用场景中时,可以实现通过该污水调蓄装置基于真空泵输入的气压及其污水的自身重力实现对污水进行调蓄,也即污水的排放和存储,该排水系统可以包括污水支管、生化部20、合流管30、市政管道等,污水支管与生化部相连,以将单元区域内的污水集中输送至生化部中。When the sewage regulation and storage device provided in the embodiments of this specification is applied to the specific application scenario of a drainage system, the sewage regulation and storage device can realize the regulation and storage of sewage based on the air pressure input by the vacuum pump and the gravity of the sewage, and also That is, the discharge and storage of sewage, the drainage system may include sewage branch pipes, biochemical parts 20, confluence pipes 30, municipal pipelines, etc. The sewage branch pipes are connected to the biochemical part to centrally transport sewage in the unit area to the biochemical part.

实施例一Example 1

具体的,请参阅附图1-6,在该种污水调蓄装置的实施方式中,该污水调蓄装置至少包括生化部20、截流部10、缓冲部40及气源120。Specifically, please refer to FIGS. 1-6 . In the embodiment of the sewage regulation and storage device, the sewage regulation and storage device at least includes a biochemical part 20 , a shut-off part 10 , a buffer part 40 and a gas source 120 .

其中,该截流部10内部具有一个可用于收纳污水的收纳空间101,并分别与生化部20、合流管30相连通;该收纳空间101的大小、体积本发明不做限定,可根据实际作业需求灵活设计即可。同样的,缓冲部40内部也具有一个可用于存储上述污水的存储空间401,并与截流部10相连通;该存储空间401的大小、体积本发明不做限定,可根据实际作业需求灵活设计即可。截流部10,内部具有一收纳污水的收纳空间101,并分别与所述生化部20、所述合流管30相连通;其中,缓冲部40与截流部10相连通部位处的底标高,低于截流部10与合流管30相连通部位处的底标高;在这里缓冲部40与截流部10相连通部位处可以是指由缓冲部40向截流部10输送污水或者由截流部10向缓冲部40输送污水的部位处。气源120是向缓冲部40中充入压缩气体的设备,以在缓冲部40内形成气压,进而挤压缓冲部40内的污水流向截流部10。Wherein, the intercepting part 10 has a storage space 101 which can be used to store sewage, and is connected with the biochemical part 20 and the confluence pipe 30 respectively; the size and volume of the storage space 101 are not limited in the present invention, and can be based on actual operation requirements. Design flexibility. Similarly, the buffer part 40 also has a storage space 401 that can be used to store the above-mentioned sewage, and is communicated with the interception part 10; the size and volume of the storage space 401 are not limited in the present invention, and can be flexibly designed according to the actual operation requirements. Can. The interception part 10 has a storage space 101 for receiving sewage inside, and is communicated with the biochemical part 20 and the confluence pipe 30 respectively; wherein, the bottom elevation of the part where the buffer part 40 communicates with the interception part 10 is lower than The bottom elevation of the part where the interception part 10 and the confluence pipe 30 are connected; here, the part where the buffer part 40 and the interception part 10 are connected may refer to the conveyance of sewage from the buffer part 40 to the interception part 10 or from the interception part 10 to the buffer part 40 at the site where sewage is transported. The air source 120 is a device for filling the buffer portion 40 with compressed gas, so as to form air pressure in the buffer portion 40 , and then squeeze the sewage in the buffer portion 40 to flow to the intercepting portion 10 .

在缓冲部40需要进水时,由生化部20输送至截流部10中的污水经在自身重力作用下流入缓冲部40中存储;在缓冲部40需要出水时,气源120向缓冲部40中充入压缩气体,以在缓冲部40内形成气压,进而挤压缓冲部40内的污水流流入收纳空间101,并由合流管30排出。When the buffer part 40 needs to enter water, the sewage transported by the biochemical part 20 to the interception part 10 flows into the buffer part 40 under the action of its own gravity and is stored; Compressed gas is charged to form an air pressure in the buffer part 40 , and the sewage flow in the buffer part 40 is squeezed into the storage space 101 , and discharged through the merging pipe 30 .

作为该截流部10的一种实施方式,其可以包括:截流进口102、第一截流出口103和第二截流出口104,该截流进口102用于与生化部连接,用于对需要调蓄的污水提供输入接口,第一截流出口103用于与合流管30连接,用于对需要调蓄的污水提供输出接口,第二截流出口104与缓冲部40连接。As an embodiment of the interception part 10 , it may include a interception inlet 102 , a first interception outlet 103 and a second interception outlet 104 , the interception inlet 102 is used for connecting with the biochemical part, and is used for sewage that needs to be regulated and stored. An input interface is provided, the first interception outlet 103 is used to connect with the confluence pipe 30 , and is used to provide an output interface for sewage that needs to be adjusted and stored, and the second interception outlet 104 is connected to the buffer part 40 .

作为该缓冲部40的一种实施方式,其可以包括:缓冲口402,该缓冲口402与第二截流出口104相连通,其底标高低于第一截流出口103的底标高,这样使得当需要对污水输入机构输入的污水进行调蓄时,由截流部10中的污水通过缓冲口402与第二截流出口104流入缓冲部40中进行存储,而需要将缓冲部40中的污水进行排放时,只需要将缓冲部40中所存储的污水通过缓冲口402流入截流部10中,并由第一截流出口103排入合流管30中即可。As an embodiment of the buffer portion 40, it may include: a buffer port 402, the buffer port 402 is communicated with the second interception outlet 104, and the bottom elevation of the buffer port 402 is lower than that of the first interception outlet 103, so that when the need arises When the sewage input by the sewage input mechanism is adjusted and stored, the sewage in the interception part 10 flows into the buffer part 40 through the buffer port 402 and the second interception outlet 104 for storage, and when the sewage in the buffer part 40 needs to be discharged, The sewage stored in the buffer part 40 only needs to flow into the interception part 10 through the buffer port 402 and be discharged into the merging pipe 30 through the first interception outlet 103 .

作为该气源120的一种实施方式,其可以在缓冲部40或是生化部20的顶部开始一个排气管403,并在排气管403处并列设置第一阀门406和第二阀门407;并通过该第一阀门406将所述气源120和所述缓冲部40相连通,通过该第二阀门407将所述缓冲部40与外界大气压相连通,这样使得在缓冲部40需要进水时,关闭第一阀门406并打开第二阀门407,使得截流部10内的污水在重力作用下流入缓冲部40,在缓冲部40需要出水时,气源120向缓冲部40中充入压缩气体,以在缓冲部40内形成气压,进而挤压缓冲部40内的污水流流入收纳空间101,并由合流管30排出。其中,为了能够在缓冲部进水时,由生化部输送的污水顺利在重力作用下经截流部流入缓冲部中,作为一种优选方案,缓冲部40的顶标高,低于截流进口102的底标高。As an embodiment of the gas source 120, an exhaust pipe 403 can be started at the top of the buffer part 40 or the biochemical part 20, and a first valve 406 and a second valve 407 are arranged in parallel at the exhaust pipe 403; And through the first valve 406, the air source 120 is communicated with the buffer portion 40, and the second valve 407 is used to communicate the buffer portion 40 with the outside atmospheric pressure, so that when the buffer portion 40 needs to be filled with water , close the first valve 406 and open the second valve 407, so that the sewage in the interception part 10 flows into the buffer part 40 under the action of gravity. By forming air pressure in the buffer part 40 , the sewage flow in the buffer part 40 is squeezed and flows into the storage space 101 , and is discharged from the confluence pipe 30 . Among them, in order to make the sewage transported by the biochemical part smoothly flow into the buffer part through the interception part under the action of gravity when the buffer part enters the water, as a preferred solution, the top elevation of the buffer part 40 is lower than the bottom of the interception inlet 102 elevation.

需要说明的是,针对上述截流进口102、第一截流出口103、第二截流出口104、缓冲口402而言,本发明对其口径大小、各自在其载体上开设的方位不做限制,可实际作业需求灵活设计即可,只要能够实现污水在生化部20、截流部的10及缓冲部40中互通即可,同样的,针对缓冲部40的个数,以及对应的缓冲口402的个数,本说明书实施例也不做限定,可根据实际储水量的大小灵活设计即可,不应以口径大小不同、或各自在其载体上开设的方位不同、以及缓冲部40的个数不同,而被认为不在本发明的保护范围之内。It should be noted that, for the above-mentioned interception inlet 102, first interception outlet 103, second interception outlet 104, and buffer port 402, the present invention does not limit the size of its caliber and the orientation of each opening on its carrier, which can be practically The operation needs can be designed flexibly, as long as the sewage can be communicated in the biochemical part 20, the interception part 10 and the buffer part 40. Similarly, for the number of buffer parts 40 and the corresponding number of buffer ports 402, The embodiment of this specification is not limited, and it can be flexibly designed according to the actual water storage capacity. It is not considered to be within the scope of protection of the present invention.

作为本说明书实施例的一种应用环境,对于上述所述的“需要调蓄的污水”而言,可以是根据有降雨和无降雨的情况设定调蓄节点予以调蓄,例如在有降雨时,如果由生化部输出的污水直接进入合流管后与雨水混合在一起,则将该雨水和污水的混合水直接排入自然水体时极易造成受纳水体遭受严重的污染,如果将其直接排入污水处理设施进行处理时,造成雨天时的大量较干净的雨水进入污水处理设施进行不必要的处理,造成资源浪费。因此此时在有降雨时可通过本说明书实施例提供的污水调蓄装置对由生化部20输出的污水进行调蓄,而在无降雨时可停止污水调蓄,也即此时由生化部20输出的污水直接输入至合流管30;As an application environment of the embodiments of this specification, for the above-mentioned "sewage that needs to be adjusted and stored", the adjustment and storage nodes can be set according to the conditions of rainfall and no rainfall, for example, when there is rainfall If the sewage output by the biochemical department directly enters the confluence pipe and is mixed with the rainwater, the mixed water of the rainwater and sewage is very likely to be seriously polluted when the mixed water of the rainwater and sewage is directly discharged into the natural water body. When it is sent to the sewage treatment facility for treatment, a large amount of relatively clean rainwater in rainy days will enter the sewage treatment facility for unnecessary treatment, resulting in a waste of resources. Therefore, when there is rainfall, the sewage output from the biochemical unit 20 can be adjusted and stored by the sewage adjusting and storage device provided in the embodiment of this specification, and the sewage adjustment and storage can be stopped when there is no rainfall, that is, at this time, the biochemical unit 20 The output sewage is directly input to the confluence pipe 30;

也即,通过截流部10的截流进口102与生化部20的出水口相连通,使得生化部20中的污水在进入合流管前先进入截流部10,并实现截流部10和缓冲部40相连通,这样在降雨时需要对污水进行调蓄时,只需由生化部20输出的污水通过缓冲口402流入缓冲部40中进行存储,使得合流管30中仅存在雨水,而在晴天需要污水输出时,只需在缓冲部40中存储的污水依次通过缓冲口402、第一截流出口103流入合流管30中即可,有效的避免了现有技术中对于由生化部20输入的污水直接进入合流管予以输出的结构设计所存在在雨天时极易造成自然水体严重污染,或者污水处理设施处理压力过大、资源浪费等技术缺陷,能够达到在不需要污水排放时对污水进行调蓄的技术效果,具有结构简单、操作方便及适用性广的特点。That is, the interception inlet 102 of the interception part 10 is communicated with the water outlet of the biochemical part 20, so that the sewage in the biochemical part 20 first enters the interception part 10 before entering the confluence pipe, and the interception part 10 and the buffer part 40 are communicated with each other. In this way, when the sewage needs to be adjusted and stored during rainfall, only the sewage output from the biochemical part 20 needs to flow into the buffer part 40 through the buffer port 402 for storage, so that there is only rainwater in the confluence pipe 30, and when the sewage needs to be output on sunny days , it is only necessary that the sewage stored in the buffer part 40 flows into the confluence pipe 30 through the buffer port 402 and the first interception outlet 103 in sequence, which effectively avoids the problem that the sewage input from the biochemical part 20 directly enters the confluence pipe in the prior art. The structural design to be exported has technical defects such as serious pollution of natural water bodies in rainy days, or excessive treatment pressure of sewage treatment facilities, waste of resources and other technical defects, which can achieve the technical effect of regulating and storing sewage when sewage discharge is not required. It has the characteristics of simple structure, convenient operation and wide applicability.

作为本说明书实施例的又一种应用环境,对于上述所述的“需要调蓄的污水”而言,可以根据降雨量的大小设定调蓄节点予以调蓄,例如在降雨量比较大时,如果由生化部输出的污水直接进入合流管后与雨水混合在一起,则将该雨水和污水的混合水直接排入自然水体时极易造成受纳水体遭受严重的污染,如果将其直接排入污水处理设施进行处理时,造成雨天时的大量较干净的雨水进入污水处理设施进行不必要的处理,造成资源浪费。因此此时在降雨量比较大时可通过本说明书实施例提供的污水调蓄装置对由生化部20输出的污水进行调蓄,而在降雨量比较小时可停止污水调蓄,也即此时由生化部20输出的污水直接输入至合流管30。As another application environment of the embodiments of this specification, for the above-mentioned "sewage that needs to be adjusted and stored", the adjustment and storage nodes can be set according to the magnitude of the rainfall for adjustment and storage. For example, when the rainfall is relatively large, If the sewage output by the biochemical department directly enters the confluence pipe and is mixed with the rainwater, the mixed water of the rainwater and sewage is very likely to be seriously polluted when the mixed water of the rainwater and sewage is directly discharged into the natural water body. During the treatment of sewage treatment facilities, a large amount of relatively clean rainwater in rainy days will enter the sewage treatment facilities for unnecessary treatment, resulting in waste of resources. Therefore, when the rainfall is relatively large, the sewage output from the biochemical unit 20 can be adjusted and stored by the sewage regulation and storage device provided in the embodiment of this specification, and the sewage regulation and storage can be stopped when the rainfall is relatively small. The sewage output from the biochemical unit 20 is directly input to the confluence pipe 30 .

也即,通过截流部10的截流进口102与生化部20的出水口相连通,使得生化部20中的污水在进入合流管前先进入截流部10,并通过缓冲部40的缓冲口402,实现截流部10和缓冲部40相连通,这样在降雨量比较大需要对污水进行调蓄时,只需由生化部20输出的污水通过缓冲口402流入缓冲部40中进行存储,使得合流管30中仅存在降雨量比较大时的雨水,而在晴天或者降雨量比较小需要污水输出时,只需在缓冲部40中存储的污水依次通过缓冲口402、第一截流出口103流入合流管30中即可,有效的避免了对于由生化部20输入的污水直接进入合流管予以输出的结构设计所存在的在降雨量比较大时极易造成自然水体严重污染,或者污水处理设施处理压力过大、资源浪费等技术缺陷,能够达到在不需要污水排放时对污水进行调蓄的技术效果,具有结构简单、操作方便及适用性广的特点。That is, the interception inlet 102 of the interception part 10 communicates with the water outlet of the biochemical part 20, so that the sewage in the biochemical part 20 enters the interception part 10 before entering the confluence pipe, and passes through the buffer opening 402 of the buffer part 40. The interception part 10 and the buffer part 40 are connected, so that when the rainfall is relatively large and the sewage needs to be adjusted and stored, only the sewage output by the biochemical part 20 needs to flow into the buffer part 40 through the buffer port 402 for storage, so that the confluence pipe 30 is stored in the buffer part 40 . There is only rainwater when the rainfall is relatively large, and when the output of sewage is required on sunny days or when the rainfall is relatively small, the sewage stored in the buffer portion 40 only needs to flow into the merging pipe 30 through the buffer port 402 and the first interception outlet 103 in sequence. Yes, it can effectively avoid the structural design that the sewage input from the biochemical section 20 directly enters the confluence pipe for output, which is very likely to cause serious pollution of natural water bodies when the rainfall is relatively large, or the treatment pressure of sewage treatment facilities is too large. Waste and other technical defects can achieve the technical effect of regulating and storing sewage when sewage discharge is not required, and has the characteristics of simple structure, convenient operation and wide applicability.

本领域技术人员可以理解,针对降雨量的大与小,本发明并不做限定,可以根据实际作业需求设定雨量参数阈值进行界定即可。Those skilled in the art can understand that the present invention does not limit the amount of rainfall, and the threshold value of rainfall parameters can be set according to actual operation requirements.

作为本说明书实施例的再一种应用环境,对于上述所述的“需要调蓄的污水”而言,可以是根据缓冲部40内的液位高度,通过预先设置液位区间阈值,并对缓冲部40内的液位高度实时监测,使得当液位高度低于该区间阈值的最小值时,则认为需要对污水进行调蓄,也即此时生化部20输出的污水流入缓冲部40进行存储。而当液位高度高于该区间阈值的最大值可停止污水调蓄,也即此时由生化部20输出的污水直接输入至合流管30。As another application environment of the embodiments of this specification, for the above-mentioned "sewage that needs to be adjusted and stored", it can be based on the liquid level height in the buffer part 40, by pre-setting the liquid level interval threshold, and adjusting the buffer The liquid level height in the part 40 is monitored in real time, so that when the liquid level height is lower than the minimum value of the threshold value of the interval, it is considered that the sewage needs to be adjusted and stored, that is, the sewage output by the biochemical part 20 flows into the buffer part 40 for storage. . When the height of the liquid level is higher than the maximum value of the threshold value in the interval, the regulation and storage of sewage can be stopped, that is, the sewage output by the biochemical unit 20 is directly input into the confluence pipe 30 at this time.

也即,通过截流部10的截流进口102与生化部20的出水口相连通,使得生化部20中的污水在进入合流管前先进入截流部10,并通过缓冲部40的缓冲口402,实现截流部10和缓冲部40相连通,这样在当液位高度低于该区间阈值的最小值时,表示此时缓冲部10的存储空间很大,为了降低合流管的输送压力,以及污水处理设施的处理压力等,只需由生化部20输出的污水通过缓冲口402流入缓冲部40中进行存储,实现在缓冲部40在液位比较低时对污水进行存储,而当液位高度高于该区间阈值的最大值时,表示此时缓冲部10的中所存储的污水即将溢出,此时只需在缓冲部40中存储的污水依次通过缓冲口402、第一截流出口103流入合流管30中即可,在有效的减轻了合流管的输送压力,或者污水处理设施处理压力过大、资源浪费等技术缺陷的同时,还能够有效防止出现缓冲部40内污水溢出的情况,具有安全性高的特点。That is, the interception inlet 102 of the interception part 10 communicates with the water outlet of the biochemical part 20, so that the sewage in the biochemical part 20 enters the interception part 10 before entering the confluence pipe, and passes through the buffer opening 402 of the buffer part 40. The interception part 10 and the buffer part 40 are connected, so that when the liquid level is lower than the minimum value of the threshold value of the interval, it means that the storage space of the buffer part 10 is very large at this time. The sewage output from the biochemical part 20 only needs to flow into the buffer part 40 through the buffer port 402 for storage, so that the sewage can be stored in the buffer part 40 when the liquid level is relatively low, and when the liquid level is higher than this When the interval threshold is the maximum value, it means that the sewage stored in the buffer part 10 is about to overflow. At this time, only the sewage stored in the buffer part 40 needs to flow into the confluence pipe 30 through the buffer port 402 and the first interception outlet 103 in sequence. That is, while effectively reducing the conveying pressure of the confluence pipe, or technical defects such as excessive treatment pressure of sewage treatment facilities and waste of resources, etc., it can also effectively prevent the overflow of sewage in the buffer portion 40, and has high safety. Features.

作为本说明书实施例的再一种应用环境,可以按照污水处理厂是否有富余容量的情况设定调蓄节点予以调蓄,例如在污水处理厂没有富余容量时,如果由生化部输出的污水直接进入合流管后,在非降雨时期直接输送至污水处理厂,或者在降雨时期与雨水混合在一起后输送至污水处理厂,此时都会造成进入污水处理厂的处理水过多而达到污水处理厂的处理上限,极易发生溢流,因此此时可通过本说明书实施例提供的污水调蓄装置对由生化部20输出的污水进行调蓄,而在污水处理厂有富余容量时可停止污水调蓄,也即此时由生化部20输出的污水直接输入至合流管30。As another application environment of the embodiment of this specification, the adjustment and storage nodes can be set according to whether the sewage treatment plant has surplus capacity. For example, when the sewage treatment plant has no surplus capacity, if the sewage output by the biochemical department directly After entering the confluence pipe, it is directly transported to the sewage treatment plant during the non-rainfall period, or mixed with rainwater during the rainy period and then transported to the sewage treatment plant. Therefore, at this time, the sewage output from the biochemical unit 20 can be adjusted and stored by the sewage adjustment and storage device provided in the embodiment of this specification, and the sewage adjustment can be stopped when the sewage treatment plant has surplus capacity. storage, that is, the sewage output from the biochemical unit 20 is directly input to the merging pipe 30 at this time.

需要说明的是,上述针对本说明书实施例提供的污水调蓄装置在排水系统的上述四种应用环境的说明仅是对污水调蓄装置实际应用时的举例说明,并非构成使用限制,本领域技术人员同样可以理解,本说明书实施例提供的污水调蓄装置还可以应用于排水系统除了上述四种应用环境外,其他需要用于对污水进行存储调蓄的应用环境,或者上述四种应用环境的组合,包括还可以应用于除了排水系统这一具体应用场景的其他应用场景,对此本发明并不做限定。换句话说,只要是能够实现对污水进行存储,达到对污水进行调蓄的技术效果的应用环境或者应用场景,均适用于本发明,并在本发明的保护范围之内。It should be noted that the above descriptions for the above-mentioned four application environments of the sewage regulation and storage device provided in the embodiments of this specification in the drainage system are only examples of the actual application of the sewage regulation and storage device, and do not constitute a use restriction. Personnel can also understand that the sewage regulation and storage device provided in the embodiment of this specification can also be applied to the drainage system in addition to the above four application environments, other application environments that need to be used for the storage, regulation and storage of sewage, or the above four application environments. The combination includes other application scenarios other than the specific application scenario of the drainage system, which is not limited by the present invention. In other words, as long as it is an application environment or application scenario that can store sewage and achieve the technical effect of regulating and storing sewage, it is applicable to the present invention and falls within the protection scope of the present invention.

作为本说明书实施例中的一种实施方式,所述缓冲部40、所述生化部20及所述截流部10可以为附图1所示的分体式结构,生化部20可以是化粪池;缓冲部40是调蓄池、箱涵、管涵或缓冲廊道中的一种;截流部10也可以是是分流井、截流井、弃流井、缓冲廊道或安装井中的一种。As an implementation in the embodiments of this specification, the buffer part 40, the biochemical part 20 and the shut-off part 10 may be a split structure as shown in FIG. 1, and the biochemical part 20 may be a septic tank; The buffer part 40 is one of a storage tank, a box culvert, a pipe culvert or a buffer corridor; the interception part 10 can also be one of a diversion well, an interception well, an abandonment well, a buffer corridor or an installation well.

具体的,在该种实施方式中,所述缓冲部40可以包括:缓冲口402,所述缓冲口402通过所述第二截流出口104与所述截流部10相连通,所述缓冲口402的底标高低于所述第一截流出口103的底标高。在缓冲部40需要进水时,由生化部20输送至截流部10中的污水经在自身重力作用下流入缓冲部40中存储;在缓冲部40需要出水时,气源120向缓冲部40中充入压缩气体,以在缓冲部40内形成气压,进而挤压缓冲部40内的污水流流入收纳空间101,并由合流管30排出。需要特别强调的是,缓冲口402的底标高是低于第一截流出口103的底标高的,且该缓冲口402在截流部10中距离其底部越近越好,Specifically, in this embodiment, the buffer portion 40 may include: a buffer port 402 , the buffer port 402 communicates with the shut-off portion 10 through the second shut-off outlet 104 , and the buffer port 402 is in communication with the shut-off portion 10 . The bottom elevation is lower than the bottom elevation of the first interception outlet 103 . When the buffer part 40 needs to enter water, the sewage transported by the biochemical part 20 to the interception part 10 flows into the buffer part 40 under the action of its own gravity and is stored; Compressed gas is charged to form an air pressure in the buffer part 40 , and the sewage flow in the buffer part 40 is squeezed into the storage space 101 , and discharged through the merging pipe 30 . It should be emphasized that the bottom elevation of the buffer port 402 is lower than the bottom elevation of the first interception outlet 103, and the buffer port 402 in the interception portion 10 is as close to the bottom as possible.

作为一种优选,请继续参阅图7-8,在截流部10的底部增设一个弯管408,且该弯管408的一开口端作为缓冲口402与截流部10相通。另一开口端与缓冲部40相连通,且与截流部10相通的那一端的底标高低于与缓冲部40相连通的另一端的底标高,这样能使得在截流部中足够多的污水能够流入缓冲部40中,同时也便于在缓冲口402处对污泥、残渣进行集中汇集并清理。As a preference, please continue to refer to FIGS. 7-8 , an elbow 408 is added at the bottom of the interception portion 10 , and an open end of the elbow 408 is used as a buffer port 402 to communicate with the interception portion 10 . The other open end communicates with the buffer portion 40, and the bottom elevation of the end communicated with the interception portion 10 is lower than the bottom elevation of the other end communicated with the buffer portion 40, so that enough sewage in the interception portion can be discharged. It flows into the buffer part 40 , and at the same time, it is convenient to collect and clean the sludge and residues at the buffer port 402 .

作为本说明书实施例中的又一种实施方式,也可以是如图2-3所示的所述缓冲部40和所述截流部10为一体式结构。生化部20和所述一体式结构呈分体式分布。As another implementation in the embodiments of this specification, the buffer portion 40 and the shut-off portion 10 as shown in FIGS. 2-3 may also be an integral structure. The biochemical part 20 and the integrated structure are distributed in separate parts.

具体的,在该种实施方式中生化部20是化粪池;缓冲部40是调蓄池、箱涵、管涵或缓冲廊道中的一种,而截流部10是所述缓冲部40内的一个独立区域,可以理解为此时缓冲部40存在图2-3所示的2个区域,其左边区域为截流部10,其右边区域为缓冲部40,二者相互独立,并通过缓冲口及第二截流出口相连通。其污水流入缓冲部和从缓冲部排出原理方式,与上述附图1所示的分体式结构中的原理相通,此处不再赘述,在该种实施方式中,同样的缓冲口402的底标高是低于第一截流出口103的底标高的,且该缓冲口402在截流部10中距离其底部越近越好,这样才能使得在截流部中足够多的污水在重力作用下流入缓冲部40中。Specifically, in this embodiment, the biochemical part 20 is a septic tank; the buffer part 40 is one of a storage tank, a box culvert, a pipe culvert or a buffer corridor; For an independent area, it can be understood that there are two areas in the buffer part 40 as shown in FIG. 2-3 at this time, the left area is the interception part 10, and the right area is the buffer part 40, the two are independent of each other, and pass through the buffer port and The second shut-off outlet is communicated. The principle that the sewage flows into the buffer part and discharges from the buffer part is similar to the principle of the split structure shown in FIG. 1 above, and will not be repeated here. In this embodiment, the bottom elevation of the same buffer port 402 It is lower than the bottom elevation of the first interception outlet 103, and the buffer port 402 in the interception portion 10 is as close to its bottom as possible, so that enough sewage in the interception portion can flow into the buffer portion 40 under the action of gravity. middle.

作为本说明书实施例中的再一种实施方式,也可以是如图4所示的所述生化部20和所述截流部10为一体式结构。缓冲部40和所述一体式结构呈分体式分布。可以理解为此时生化部20存在图4所示的2个区域,其左边区域为生化部20,其右边区域为截流部10,二者相互独立,并通过截流进口相连通。其污水流入缓冲部和从缓冲部排出原理方式,与上述附图1-3所示的结构中的原理相通,此处不再赘述,在该种实施方式中,同样的缓冲口402的底标高是低于第一截流出口103的底标高的,且该缓冲口402在截流部10中距离其底部越近越好,这样才能使得在截流部中足够多的污水在重力作用下流入缓冲部40中。As another embodiment in the embodiments of the present specification, the biochemical part 20 and the shut-off part 10 as shown in FIG. 4 may also be an integral structure. The buffer portion 40 and the integrated structure are distributed in a separate manner. It can be understood that there are two areas in the biochemical section 20 as shown in FIG. 4 , the left section is the biochemical section 20 and the right section is the interception section 10 , which are independent of each other and communicated through the interception inlet. The principle that the sewage flows into the buffer part and discharges from the buffer part is similar to the principle in the structure shown in the above-mentioned Figures 1-3, and will not be repeated here. In this embodiment, the bottom elevation of the same buffer port 402 It is lower than the bottom elevation of the first interception outlet 103, and the buffer port 402 in the interception portion 10 is as close to its bottom as possible, so that enough sewage in the interception portion can flow into the buffer portion 40 under the action of gravity. middle.

作为本说明书实施例中的再一种实施方式,所述缓冲部40和所述截流部10可为附图5-6所示的一体式结构,生化部20是化粪池,所述缓冲部40和所述截流部10是所述生化部20内的两个独立区域,二者均在生化部20的内部。其左边区域为生化部20,其右边区域为截流部10,其中间区域为缓冲部40,三者相互独立,其污水流入缓冲部和从缓冲部排出原理方式,与上述附图1-3所示的结构中的原理相通,此处不再赘述,在该种实施方式中,同样的缓冲口402的底标高是低于第一截流出口103的底标高的,且该缓冲口402在截流部10中距离其底部越近越好,这样才能使得在截流部中足够多的污水在重力作用下流入缓冲部40中。As another implementation of the embodiments of this specification, the buffer part 40 and the shut-off part 10 may be an integrated structure as shown in FIGS. 5-6 , the biochemical part 20 is a septic tank, and the buffer part 40 and the shut-off part 10 are two independent areas within the biochemical part 20 , both of which are inside the biochemical part 20 . The left area is the biochemical part 20, the right area is the interception part 10, and the middle area is the buffer part 40, and the three are independent of each other. The principle of the structure shown is the same, and will not be repeated here. In this embodiment, the bottom elevation of the same buffer port 402 is lower than the bottom elevation of the first interception outlet 103, and the buffer port 402 is at the interception portion. The closer the middle 10 is to its bottom, the better, so that enough sewage in the interception part can flow into the buffer part 40 under the action of gravity.

需要说明的是,针对本说明书实施例提供的所述缓冲部40、所述生化部20及所述截流部10具体是属于上述哪一种结构,本发明并不做限定。换句话说,上述的任意一种结构,或者进行简单变换后的其他结构形式,只要能够实现通过在缓冲部和截流部之间构建压力差,使得在重力作用下污水进入缓冲部40进行存储,并且在需要污水排放时向缓冲部中充入气压,以挤压污水排放的技术效果,均适用于本发明,也均在本发明的保护范围之内。It should be noted that, the present invention does not limit which structure the buffer part 40 , the biochemical part 20 and the intercepting part 10 provided in the embodiments of the present specification belong to. In other words, any of the above-mentioned structures, or other structural forms after simple transformation, as long as the pressure difference can be established between the buffer part and the interception part, so that the sewage enters the buffer part 40 for storage under the action of gravity, In addition, when sewage discharge is required, air pressure is charged into the buffer part to squeeze the technical effect of sewage discharge, which are all applicable to the present invention and are also within the protection scope of the present invention.

更进一步的,请继续参阅图9,为了能够使得截流部10流入的污水,在自身重力作用下顺利、快速流入缓冲部40中,该截流部10还可以是呈T型结构。具体来说,截流进口102和第一截流出口103构成T型结构的横向管道,可以理解为如图9所示的截流进口102为该成T型结构的左侧管道,第一截流出口103为该T型结构的右侧管道,第二截流出口104构成T型结构的竖向管道,以此形成呈T型结构的截流部10,其管道内部用于污水流通的空间则构成收容空间101。Further, please continue to refer to FIG. 9 , in order to allow the sewage flowing into the intercepting part 10 to flow into the buffer part 40 smoothly and quickly under the action of its own gravity, the intercepting part 10 may also have a T-shaped structure. Specifically, the interception inlet 102 and the first interception outlet 103 constitute a transverse pipe with a T-shaped structure. It can be understood that the interception inlet 102 as shown in FIG. 9 is the left pipe of the T-shaped structure, and the first interception outlet 103 is On the right pipe of the T-shaped structure, the second interception outlet 104 constitutes a vertical pipe of the T-shaped structure, thereby forming the interception portion 10 of the T-shaped structure, and the space for sewage circulation inside the pipe constitutes the receiving space 101 .

在该结构中,缓冲部40位于截流部10的下方,并通过第二截流出口104竖向插入存储空间401,以将缓冲部40和截流部10相连通,并将缓冲部40和截流部10实现二者在竖直方向上的高度差,这样当污水由截流进口102流入收容空间101时,能够在自身重力作用下直接通过第二截流出口104流入存储空间401中进行存储。In this structure, the buffer portion 40 is located below the interception portion 10 and is vertically inserted into the storage space 401 through the second interception outlet 104 to connect the buffer portion 40 and the interception portion 10 and connect the buffer portion 40 to the interception portion 10 . The vertical height difference between the two is achieved, so that when sewage flows into the storage space 101 from the interception inlet 102, it can directly flow into the storage space 401 through the second interception outlet 104 under its own gravity for storage.

而且,为了能够一方面对缓存空间401中的污泥、残渣进行集中清洗,又一方免也为了在对存储空间401在进行污水排放时更多地排放污水,作为一种优选方式,缓冲部40的底部设置有相对于存储空间401向下方凹陷的凹槽411,且该第二截流出口104置于所述凹槽411中。可以理解为凹槽411的底标高,低于缓冲部40除凹槽411外其余部位的底标高,以此实现在将污水进行排出时,其会在自身重力作用下流入该凹槽411处,继而方便排出,同时也将存储空间内的污泥、残渣随污水的流动集中在该凹槽411处进行清洗。Moreover, in order to be able to centrally clean the sludge and residues in the buffer space 401 on the one hand, and also to avoid discharging more sewage when discharging sewage to the storage space 401 , as a preferred method, the buffer part 40 A groove 411 recessed downward relative to the storage space 401 is provided at the bottom of the , and the second shut-off outlet 104 is placed in the groove 411 . It can be understood that the bottom elevation of the groove 411 is lower than the bottom elevation of the rest of the buffer portion 40 except the groove 411, so that when the sewage is discharged, it will flow into the groove 411 under the action of its own gravity, Then, it is convenient to discharge, and at the same time, the sludge and residue in the storage space are concentrated at the groove 411 for cleaning along with the flow of sewage.

作为本说明书实施例污水流通的一种实施方式,该污水调蓄装置还包括:设置在所述第一截流出口103处的第一开关121;设置在所述第二截流出口104和所述缓冲口相连通部位处的第二开关122其中,该第一开关121、第二开关122可以为闸门、堰门、阀门、闸阀、气囊、气枕、管夹阀或柔性截流装置中的任意一种,本发明不做限定,只要能够实现对进出口的导通或截止的机构均适用于本发明,也均在本发明的保护范围之内。As an implementation of the sewage circulation in the embodiment of this specification, the sewage regulation and storage device further includes: a first switch 121 disposed at the first interception outlet 103 ; a first switch 121 disposed at the second interception outlet 104 and the buffer The second switch 122 at the mouth-connected part, wherein the first switch 121 and the second switch 122 can be any one of a gate, a weir gate, a valve, a gate valve, an air bag, an air pillow, a pipe pinch valve or a flexible shut-off device , the present invention is not limited, as long as the mechanism that can realize the conduction or cut-off of the inlet and outlet is applicable to the present invention, it is also within the protection scope of the present invention.

更进一步的,作为本说明书实施例中用于控制第一开关121、第二开关122、第一阀门406和/或第二阀门407开启和开闭的一种实时方式,该污水调蓄装置还可以包括:Furthermore, as a real-time method for controlling the opening and closing of the first switch 121 , the second switch 122 , the first valve 406 and/or the second valve 407 in the embodiment of this specification, the sewage regulation and storage device also Can include:

第一液位计,设置在缓冲部10中,用于监测缓冲部10内污水的液位数据;The first liquid level gauge is arranged in the buffer part 10 and is used for monitoring the liquid level data of the sewage in the buffer part 10;

控制器,分别与第一开关121、第二开关122、第一阀门406、第二阀门407和第一液位计进行通讯,以接收液位数据并依据所述液位数据对所述第一开关121、第二开关122的开启与关闭进行切换;其中,控制器包括一存储器和一处理器,所述存储器存储有计算机程序,所述程序被处理器执行时能够实现以下步骤:The controller communicates with the first switch 121 , the second switch 122 , the first valve 406 , the second valve 407 and the first liquid level gauge respectively, so as to receive the liquid level data and adjust the first liquid level data according to the liquid level data. The switch 121 and the second switch 122 are switched on and off; wherein, the controller includes a memory and a processor, and the memory stores a computer program, and when the program is executed by the processor, the following steps can be implemented:

将所述液位数据与标准液位区间进行比较,所述标准液位区间包括区间最小液位值和区间最大液位值;Comparing the liquid level data with a standard liquid level interval, the standard liquid level interval includes an interval minimum liquid level value and an interval maximum liquid level value;

若所述液位数据小于或等于所述区间最小液位值,则控制所述第一开关关闭,所述第二开关开启,所述第一阀门406关闭及第二阀门407开启;If the liquid level data is less than or equal to the minimum liquid level value in the interval, control the first switch to close, the second switch to open, the first valve 406 to close and the second valve 407 to open;

若所述液位数据大于或等于所述区间最大液位值,则控制所述第一开关开启,所述第一阀门406开启及第二阀门407关闭,向缓冲部中充入气压。If the liquid level data is greater than or equal to the maximum liquid level value in the interval, the first switch is controlled to open, the first valve 406 is opened and the second valve 407 is closed, and the buffer is filled with air pressure.

在该种实施方式中,通过截流部10的截流进口102与生化部20的出水口相连通,使得生化部20中的污水在进入合流管前先进入截流部10,并通过缓冲部40的缓冲口402,实现截流部10和缓冲部40相连通,这样在当液位高度低于该区间阈值的最小值时,表示此时缓冲部10的存储空间很大,为了降低合流管的输送压力,以及污水处理设施的处理压力等,只需由生化部20输出的污水通过缓冲口402流入缓冲部40中进行存储,实现在缓冲部40在液位比较低时对污水进行存储,而当液位高度高于该区间阈值的最大值时,表示此时缓冲部10的中所存储的污水即将溢出,此时只需在缓冲部40中存储的污水依次通过缓冲口402、第一截流出口103流入合流管30中即可,在有效的减轻了合流管的输送压力,或者污水处理设施处理压力过大、资源浪费等技术缺陷的同时,还能够有效防止出现缓冲部40内污水溢出的情况,具有安全性高的特点。In this embodiment, the interception inlet 102 of the interception part 10 is communicated with the water outlet of the biochemical part 20 , so that the sewage in the biochemical part 20 first enters the interception part 10 before entering the confluence pipe, and passes through the buffer of the buffer part 40 The port 402 realizes the communication between the blocking part 10 and the buffer part 40, so that when the liquid level is lower than the minimum value of the threshold value in this interval, it means that the storage space of the buffer part 10 is very large at this time. In order to reduce the conveying pressure of the confluence pipe, As well as the treatment pressure of the sewage treatment facility, etc., only the sewage output from the biochemical part 20 flows into the buffer part 40 through the buffer port 402 for storage, so that the sewage can be stored in the buffer part 40 when the liquid level is relatively low, and when the liquid level is relatively low. When the height is higher than the maximum value of the threshold value of the interval, it means that the sewage stored in the buffer part 10 is about to overflow at this time. At this time, only the sewage stored in the buffer part 40 needs to flow in through the buffer port 402 and the first interception outlet 103 in sequence. The confluence pipe 30 is sufficient, which can effectively reduce the conveying pressure of the confluence pipe, or technical defects such as excessive treatment pressure of sewage treatment facilities and waste of resources, etc., and can also effectively prevent the overflow of sewage in the buffer portion 40. Features of high security.

更进一步的,作为本说明书实施例中用于控制第一开关121、第二开关122、第一阀门406和/或第二阀门407开启和开闭的又一种实时方式,该污水调蓄装置还包括:Further, as another real-time method for controlling the opening and closing of the first switch 121, the second switch 122, the first valve 406 and/or the second valve 407 in the embodiment of this specification, the sewage regulating and storage device Also includes:

第一雨量计,与上述控制器进行通讯,用于监测当前是否为降雨时期;The first rain gauge, which communicates with the above-mentioned controller, is used to monitor whether it is currently a rainy period;

上述存储器中所存储的程序被处理器执行时还能够实现以下步骤:When the program stored in the above-mentioned memory is executed by the processor, the following steps can also be implemented:

若当前为降雨状态,则控制所述第一开关关闭、所述第二开关开启、第一阀门关闭及第二阀门开启;If the current state of rainfall, control the first switch to be closed, the second switch to be opened, the first valve to be closed, and the second valve to be opened;

若当前为非降雨状态,则控制所述第一开关开启,第一阀门开启和第二阀门关闭,向缓冲部中充入气压。If it is not raining at present, the first switch is controlled to be turned on, the first valve is turned on and the second valve is turned off, and air pressure is charged into the buffer part.

在该种实施方式中,通过截流部10的截流进口102与生化部20的出水口相连通,使得生化部20中的污水在进入合流管前先进入截流部10,并通过缓冲部40的缓冲口402,与第二截流出口104相连通,以实现截流部10和缓冲部40相连通,这样在降雨时需要对污水进行调蓄时,只需由生化部20输出的污水通过缓冲口402流入缓冲部40中进行存储,使得合流管30中仅存在雨水,而在晴天需要污水输出时,只需在缓冲部40中存储的污水依次通过缓冲口402、第一截流出口103流入合流管30中即可,有效的避免了现有技术中对于由生化部20输入的污水直接进入合流管予以输出的结构设计所存在在雨天时极易造成自然水体严重污染,或者污水处理设施处理压力过大、资源浪费等技术缺陷,能够达到在不需要污水排放时对污水进行调蓄的技术效果,具有结构简单、操作方便及适用性广的特点。In this embodiment, the interception inlet 102 of the interception part 10 is communicated with the water outlet of the biochemical part 20 , so that the sewage in the biochemical part 20 first enters the interception part 10 before entering the confluence pipe, and passes through the buffer of the buffer part 40 The port 402 is communicated with the second interception outlet 104 to realize the communication between the interception part 10 and the buffer part 40, so that when the sewage needs to be adjusted and stored during rainfall, only the sewage output from the biochemical part 20 flows in through the buffer port 402 Storage is performed in the buffer part 40, so that only rainwater exists in the junction pipe 30, and when the sewage needs to be output on a sunny day, the sewage stored in the buffer part 40 only needs to flow into the junction pipe 30 through the buffer port 402 and the first interception outlet 103 in sequence. That is, it can effectively avoid the existing structural design that the sewage input from the biochemical unit 20 directly enters the confluence pipe for output. In rainy days, it is easy to cause serious pollution of the natural water body, or the treatment pressure of the sewage treatment facility is too large, Technical defects such as waste of resources can achieve the technical effect of regulating and storing sewage when sewage discharge is not required, and has the characteristics of simple structure, convenient operation and wide applicability.

更进一步的,作为本说明书实施例中用于控制第一开关121、第二开关122、第一阀门406和/或第二阀门407开启和开闭的再一种实时方式,该污水调蓄装置还包括:Furthermore, as another real-time method for controlling the opening and closing of the first switch 121 , the second switch 122 , the first valve 406 and/or the second valve 407 in the embodiment of this specification, the sewage regulation and storage device Also includes:

第二雨量计,与上述控制器进行通讯,用于在当前为降雨时期时,监测降雨量;The second rain gauge, which communicates with the above-mentioned controller, is used to monitor the rainfall during the current rainfall period;

上述存储器中所存储的程序被处理器执行时还能够实现以下步骤:When the program stored in the above-mentioned memory is executed by the processor, the following steps can also be implemented:

若当前的降雨量小于预先设置的雨量基础阈值时,则控制所述第一开关开启,所述第一阀门开启及第二阀门关闭,向缓冲部中充入气压;If the current rainfall is less than the preset basic threshold of rainfall, the first switch is controlled to open, the first valve is opened and the second valve is closed, and the buffer is filled with air pressure;

若当前的降雨量大于预先设置的雨量基础阈值时,则控制所述第一开关关闭、所述第二开关开启、所述第一阀门关闭及所述第二阀门开启;If the current rainfall is greater than the preset rainfall basic threshold, controlling the first switch to close, the second switch to open, the first valve to close, and the second valve to open;

在该种实施方式中,通过截流部10的截流进口102与生化部20的出水口相连通,使得生化部20中的污水在进入合流管前先进入截流部10,并通过缓冲部40的缓冲口402,与第二截流出口104相连通,以实现截流部10和缓冲部40相连通,这样在降雨量比较大需要对污水进行调蓄时,只需由生化部20输出的污水通过缓冲口402流入缓冲部40中进行存储,使得合流管30中仅存在降雨量比较大时的雨水,而在降雨量比较小需要污水输出时,只需在缓冲部40中存储的污水依次通过缓冲口402、第一截流出口103流入合流管30中即可,有效的避免了对于由生化部20输入的污水直接进入合流管予以输出的结构设计所存在的在降雨量比较大时极易造成自然水体严重污染,或者污水处理设施处理压力过大、资源浪费等技术缺陷,能够达到在不需要污水排放时对污水进行调蓄的技术效果,具有结构简单、操作方便及适用性广的特点。In this embodiment, the interception inlet 102 of the interception part 10 is communicated with the water outlet of the biochemical part 20 , so that the sewage in the biochemical part 20 first enters the interception part 10 before entering the confluence pipe, and passes through the buffer of the buffer part 40 The port 402 is communicated with the second interception outlet 104 to realize the communication between the interception part 10 and the buffer part 40, so that when the rainfall is relatively large and the sewage needs to be adjusted and stored, only the sewage output by the biochemical part 20 needs to pass through the buffer port 402 flows into the buffer part 40 for storage, so that there is only rainwater in the merging pipe 30 when the rainfall is relatively large, and when the rainfall is relatively small and requires sewage to be output, only the sewage stored in the buffer part 40 needs to pass through the buffer port 402 in turn. The first interception outlet 103 can flow into the confluence pipe 30, which effectively avoids the fact that the sewage input from the biochemical section 20 directly enters the confluence pipe for output, which is easy to cause serious natural water bodies when the rainfall is relatively large. Pollution, or technical defects such as excessive treatment pressure of sewage treatment facilities and waste of resources, can achieve the technical effect of regulating and storing sewage when sewage discharge is not required, and has the characteristics of simple structure, convenient operation and wide applicability.

更进一步的,作为本说明书实施例中用于控制第一开关121、第二开关122、第一阀门406和/或第二阀门407开启和开闭的再一种实时方式,该污水调蓄装置还可以包括:Furthermore, as another real-time method for controlling the opening and closing of the first switch 121 , the second switch 122 , the first valve 406 and/or the second valve 407 in the embodiment of this specification, the sewage regulation and storage device Can also include:

第二液位计,设置在污水处理厂中,用于监测污水处理厂内污水的液位数据;The second liquid level gauge is set in the sewage treatment plant and used to monitor the liquid level data of the sewage in the sewage treatment plant;

控制器,分别与第一开关121、第二开关122、第一阀门406、第二阀门407、和第二液位计进行通讯,以接收液位数据并依据所述液位数据对开关和阀门的开启与关闭进行切换;其中,控制器包括一存储器和一处理器,所述存储器存储有计算机程序,所述程序被处理器执行时能够实现以下步骤:The controller communicates with the first switch 121, the second switch 122, the first valve 406, the second valve 407, and the second liquid level gauge, respectively, to receive liquid level data and adjust the switches and valves according to the liquid level data. switch on and off; wherein, the controller includes a memory and a processor, the memory stores a computer program, and the program can realize the following steps when executed by the processor:

将所述液位数据与标准液位区间进行比较,所述标准液位区间包括区间最小液位值和区间最大液位值;Comparing the liquid level data with a standard liquid level interval, the standard liquid level interval includes an interval minimum liquid level value and an interval maximum liquid level value;

若所述液位数据大于所述区间最小液位值,则控制所述第一开关关闭、所述第二开关开启、所述第一阀门关闭及所述第二阀门开启;If the liquid level data is greater than the minimum liquid level value in the interval, control the first switch to close, the second switch to open, the first valve to close, and the second valve to open;

若所述液位数据小于所述区间最大液位值,则控制所述第一开关开启,所述第一阀门开启及所述第二阀门关闭,向缓冲部中充入气体。If the liquid level data is less than the maximum liquid level value in the interval, the first switch is controlled to be turned on, the first valve is turned on and the second valve is turned off, and the buffer is filled with gas.

在该种实施方式中,通过截流部10的截流进口102与生化部20的出水口相连通,使得生化部20中的污水在进入合流管前先进入截流部10,并通过缓冲部40的缓冲口402,与第二截流出口104相连通,以实现截流部10和缓冲部40相连通,这样在当液位高度低于该区间阈值的最小值时,表示此时污水处理厂还有富余处理量,此时只需在缓冲部40中存储的污水依次通过缓冲口402、第一截流出口103流入合流管30中即可,合理对污水处理厂的处理能力进行有效利用,实现污水及时排出的技术效果。而当液位高度高于该区间阈值的最大值时,表示此时污水处理厂的处理能力也达上限,无法对更多的污水进行处理,为了降低污水处理设施的处理压力,只需由生化部20输出的污水通过缓冲口402流入缓冲部40中进行存储,具有安全性高的特点。In this embodiment, the interception inlet 102 of the interception part 10 is communicated with the water outlet of the biochemical part 20 , so that the sewage in the biochemical part 20 first enters the interception part 10 before entering the confluence pipe, and passes through the buffer of the buffer part 40 The port 402 is communicated with the second interception outlet 104 to realize the communication between the interception part 10 and the buffer part 40, so that when the liquid level is lower than the minimum value of the threshold value of the interval, it means that the sewage treatment plant still has surplus treatment at this time. At this time, the sewage stored in the buffer part 40 only needs to flow into the confluence pipe 30 through the buffer port 402 and the first interception outlet 103 in sequence, and the treatment capacity of the sewage treatment plant can be reasonably and effectively utilized to realize the timely discharge of sewage. technical effect. When the liquid level is higher than the maximum value of the threshold value in this interval, it means that the treatment capacity of the sewage treatment plant has reached the upper limit, and more sewage cannot be treated. In order to reduce the treatment pressure of the sewage treatment facility, only the biochemical treatment The sewage output from the part 20 flows into the buffer part 40 through the buffer port 402 for storage, and has the characteristics of high safety.

需要说明的是,上述针对本说明书实施例提供的污水调蓄装置在排水系统的上述四种实施方式的说明仅是对污水调蓄装置实际应用时的举例说明,并非构成使用限制,本领域技术人员同样可以理解,本说明书实施例提供的污水调蓄装置还可以应用于排水系统除了上述四种实施方式外,其他需要用于对污水进行存储调蓄的实施方式,或者上述四种实施方式的组合,对此本发明并不做限定。换句话说,只要是能够实现对污水进行存储或排放,达到对污水进行调蓄的技术效果的实施方式,均适用于本发明,并在本发明的保护范围之内。It should be noted that the above descriptions of the above four implementations of the sewage regulation and storage device in the drainage system provided by the embodiments of this specification are only examples of the practical application of the sewage regulation and storage device, and do not constitute a limitation of use. Personnel can also understand that the sewage regulation and storage device provided in the embodiments of this specification can also be applied to the drainage system in addition to the above four implementations, other implementations that need to be used for the storage regulation and storage of sewage, or the above four implementations. combination, which is not limited in the present invention. In other words, as long as it is an embodiment capable of storing or discharging sewage and achieving the technical effect of regulating and storing sewage, it is applicable to the present invention and falls within the protection scope of the present invention.

本领域技术人员可以理解,针对雨量基础阈值的大小设定、标准液位区间的大小设定,本发明并不做限定,可以根据实际作业需求对雨量参数阈值及标准液位区间进行设定即可。同样的,针对降雨时期和非降雨时期的监测,以及针对降雨量大小的监测,可以通过两个雨量计进行监测,当也可以通过一个具有两种监测功能雨量监测器来对降雨时期和非降雨时期、以及降雨量大小进行监测,以及针对液位的监测,可以通过两个液位计进行监测,当也可以通过一个具有两种液位监测功能的液位监测器来对缓冲池和污水处理厂的液位大小进行监测,本发明不做限定,只要能够实现两种监测功能的一个或者多个监测器件的实施方法均适用于本发明,也均在本发明的保护范围之内。Those skilled in the art can understand that the present invention does not limit the size setting of the basic rainfall threshold value and the size setting of the standard liquid level interval, and the rainfall parameter threshold value and the standard liquid level interval can be set according to the actual operation requirements. Can. Similarly, the monitoring of rainfall period and non-rainfall period, as well as the monitoring of rainfall amount, can be monitored by two rain gauges. The monitoring of the period, the amount of rainfall, and the monitoring of the liquid level can be monitored by two liquid level gauges, and the buffer pool and sewage treatment can also be monitored by a liquid level monitor with two liquid level monitoring functions. The liquid level of the factory is monitored, which is not limited in the present invention, as long as the implementation methods of one or more monitoring devices capable of realizing two monitoring functions are applicable to the present invention and are also within the protection scope of the present invention.

实施例二Embodiment 2

与实施例一同样的发明构思,本发明实施例二还提供了一种基于重力进水及气压排空出水的污水调蓄方法,应用于上述实施例一所述的装置,该方法包括:The same inventive concept as the first embodiment, the second embodiment of the present invention also provides a sewage regulation and storage method based on gravity water intake and air pressure emptying water, which is applied to the device described in the above-mentioned first embodiment, and the method includes:

接收所述缓冲部是否需要出水的识别指令;receiving an identification instruction for whether the buffer needs to be discharged;

若是,则控制第一开关和第二开关开启,以及第一阀门打开和第二阀门关闭,向所述缓冲部内充入空气;If so, control the first switch and the second switch to open, and the first valve to open and the second valve to close, and fill the buffer with air;

所述空气挤压所述缓冲部中的污水流入截流部,并由合流管排出;The air squeezes the sewage in the buffer portion to flow into the interception portion, and is discharged from the confluence pipe;

接收所述缓冲部是否需要储水的识别指令;receiving an identification instruction of whether the buffer needs to store water;

若是,控制所述第一开关关闭、所述第二开关开启、所述第二阀门开启和所述第一阀门关闭;截流部中的污水在重力作用下流入所述缓冲部中。。If yes, control the first switch to close, the second switch to open, the second valve to open, and the first valve to close; the sewage in the interception part flows into the buffer part under the action of gravity. .

具体为,在第一雨量计监测到当前时期为降雨状态时,则向控制器发送缓冲部需要储水的识别指令,也即通过控制器控制第一开关关闭、第二开关开启、第一阀门关闭及第二阀门开启,进而实现由生化部20输出的污水在重力作用下经截流部通过缓冲口402流入缓冲部40中进行存储,使得合流管30中仅存在雨水。而当第一雨量计监测到当前时期为非降雨状态时,则向控制器发送缓冲部需要出水的识别指令,也即通过控制器控制第一开关开启、第一阀门开启及第二阀门关闭,通过气源向缓冲部充入气压,此时在缓冲部40中存储的污水在气压压力的作用下依次通过缓冲口402、第一截流出口103被压入合流管30中排出,有效的避免了现有技术中对于由生化部20输入的污水直接进入合流管予以输出的结构设计所存在在雨天时极易造成自然水体严重污染,或者污水处理设施处理压力过大、资源浪费等技术缺陷,能够达到在不需要污水排放时对污水进行调蓄的技术效果,具有控制简单、操作方便及适用性广的特点。Specifically, when the first rain gauge detects that the current period is in a rain state, it sends an identification instruction to the controller that the buffer needs to store water, that is, the controller controls the first switch to close, the second switch to open, and the first valve to open. The second valve is closed and the second valve is opened, so that the sewage output from the biochemical part 20 flows into the buffer part 40 through the buffer port 402 through the interception part under the action of gravity for storage, so that only rainwater exists in the confluence pipe 30 . When the first rain gauge detects that the current period is in a non-rain condition, it sends an identification instruction to the controller that the buffer needs to be discharged, that is, the controller controls the opening of the first switch, the opening of the first valve and the closing of the second valve, The air pressure is charged into the buffer part through the air source. At this time, the sewage stored in the buffer part 40 is pressed into the junction pipe 30 through the buffer port 402 and the first interception outlet 103 in turn under the action of air pressure and discharged, which effectively avoids the need for In the prior art, the structural design of the sewage inputted by the biochemical unit 20 directly enters the confluence pipe for output, and there are technical defects such as serious pollution of natural water bodies in rainy days, or excessive treatment pressure of sewage treatment facilities and waste of resources, etc. It achieves the technical effect of regulating and storing sewage when sewage discharge is not required, and has the characteristics of simple control, convenient operation and wide applicability.

作为该方法的第二种应用环境,可依据上述实施例一中的第二雨量计来输出是否需要出水、或出水的识别指令,然后由与第二雨量计通讯的控制器来执行控制。As the second application environment of the method, the second rain gauge in the above-mentioned first embodiment can output whether the water needs to be discharged, or the identification instruction of water discharge, and then the controller communicating with the second rain gauge can execute the control.

具体的,在第二雨量计监测到当前时期为降雨量较大时,则向控制器发送缓冲部需要储水的识别指令,也即通过控制器控制第一开关关闭、第二开关开启、第一阀门关闭及第二阀门开启,进而实现由生化部20输出的污水在重力作用下经截流部通过缓冲口402流入缓冲部40中进行存储,使得合流管30中仅存在降雨量比较大时的雨水,而在第二雨量计监测到当前时期为降雨量较小时,则向控制器发送缓冲部需要出水的识别指令,也即通过控制器控制第一开关开启、第一阀门开启及第二阀门关闭,通过气源向缓冲部充入气压,此时在缓冲部40中存储的污水在气压压力的作用下依次通过缓冲口402、第一截流出口103被压入合流管30中排出,有效的避免了对于由生化部20输入的污水直接进入合流管予以输出的结构设计所存在的在降雨量比较大时极易造成自然水体严重污染,或者污水处理设施处理压力过大、资源浪费等技术缺陷,能够达到在不需要污水排放时对污水进行调蓄的技术效果,具有结构简单、操作方便及适用性广的特点。Specifically, when the second rain gauge monitors that the current period is a relatively large amount of rainfall, it sends an identification instruction to the controller that the buffer needs to store water, that is, the controller controls the first switch to be off, the second switch to be turned on, and the first switch to be turned on. The first valve is closed and the second valve is opened, so that the sewage output from the biochemical part 20 flows into the buffer part 40 through the buffer port 402 through the interception part under the action of gravity and is stored in the buffer part 40 , so that only the confluence pipe 30 exists when the rainfall is relatively large. Rain, and when the second rain gauge monitors that the current period is less rainfall, it sends an identification command to the controller that the buffer needs to be discharged, that is, the controller controls the opening of the first switch, the opening of the first valve, and the opening of the second valve. closed, and the air pressure is charged into the buffer part through the air source. At this time, the sewage stored in the buffer part 40 is pressed into the confluence pipe 30 through the buffer port 402 and the first interception outlet 103 in turn under the action of air pressure and discharged, effectively It avoids the structural design that the sewage input by the biochemical unit 20 directly enters the confluence pipe for output, which is easy to cause serious pollution of natural water bodies when the rainfall is relatively large, or technical defects such as excessive treatment pressure of sewage treatment facilities and waste of resources, etc. It can achieve the technical effect of regulating and storing sewage when sewage discharge is not required, and has the characteristics of simple structure, convenient operation and wide applicability.

作为该方法的第三种应用环境,可依据上述实施例一中的第一液位计来输出是否需要出水、或出水的识别指令,然后由与第一液位计通讯的控制器来执行控制。As the third application environment of the method, the first liquid level gauge in the above-mentioned first embodiment can output the identification instruction of whether water needs to be discharged or whether the water is discharged, and then the controller communicating with the first liquid level gauge can execute the control. .

具体的,在第一液位计监测到当前时期缓冲部还有存储空间时,则向控制器发送缓冲部需要储水的识别指令,也即通过控制器控制第一开关关闭、第二开关开启、第一阀门关闭及第二阀门开启,进而实现由生化部20输出的污水在重力作用下经截流部通过缓冲口402流入缓冲部40中进行存储,而在第一液位计监测到当前时期缓冲部没有存储空间时,则向控制器发送缓冲部需要出水的识别指令,也即通过控制器控制控制第一开关开启、第一阀门开启及第二阀门关闭,通过气源向缓冲部充入气压,此时在缓冲部40中存储的污水在气压压力的作用下依次通过缓冲口402、第一截流出口103被压入合流管30中排出,有效防止缓冲部中污水溢出。Specifically, when the first liquid level gauge detects that the buffer part still has storage space in the current period, it sends an identification instruction to the controller that the buffer part needs to store water, that is, the controller controls the first switch to be turned off and the second switch to be turned on. , the first valve is closed and the second valve is opened, thereby realizing that the sewage output by the biochemical part 20 flows into the buffer part 40 through the interception part through the buffer port 402 under the action of gravity for storage, and the first liquid level gauge monitors the current period. When the buffer part has no storage space, it will send an identification instruction to the controller that the buffer part needs water, that is, the controller will control the opening of the first switch, the opening of the first valve and the closing of the second valve, and the buffer part will be charged through the air source. At this time, the sewage stored in the buffer part 40 is pressed into the merging pipe 30 through the buffer port 402 and the first interception outlet 103 in sequence under the action of air pressure and discharged, which effectively prevents the sewage in the buffer part from overflowing.

作为该方法的第四种应用环境,可依据上述实施例一中的第二液位计来输出是否需要出水、或出水的识别指令,然后由与第二液位计通讯的控制器来执行控制。As the fourth application environment of the method, the second liquid level gauge in the above-mentioned first embodiment can output whether the water needs to be discharged, or the identification instruction of water discharge, and then the controller communicating with the second liquid level gauge can execute the control. .

具体的,在第二液位计监测到当前时期污水处理厂还有容水空间时,则向控制器发送缓冲部需要出水的识别指令,也即通过控制器控制第一开关开启、第一阀门开启及第二阀门关闭,通过气源向缓冲部充入气压,此时在缓冲部40中存储的污水在气压压力的作用下依次通过缓冲口402、第一截流出口103被压入合流管30中排出,合理对污水处理厂的处理能力进行有效利用,实现污水及时排出的技术效果。而在第二液位计监测到当前时期污水处理厂没有容水空间时,则向控制器发送缓冲部需要储水的识别指令,也即通过控制器控制第一开关关闭、第二开关开启、第一阀门关闭及第二阀门开启,进而实现由生化部20输出的污水在重力作用下经截流部通过缓冲口402流入缓冲部40中进行存储,具有安全性高的特点。Specifically, when the second liquid level gauge detects that there is still water storage space in the sewage treatment plant in the current period, it sends an identification instruction to the controller that the buffer needs to be discharged, that is, the controller controls the first switch to open and the first valve to open. When the second valve is opened and the second valve is closed, the air pressure is charged into the buffer part through the air source. At this time, the sewage stored in the buffer part 40 is pressed into the confluence pipe 30 through the buffer port 402 and the first interception outlet 103 in sequence under the action of air pressure. It can effectively utilize the treatment capacity of the sewage treatment plant reasonably and realize the technical effect of timely discharge of sewage. When the second liquid level gauge detects that the sewage treatment plant has no water storage space in the current period, it sends an identification instruction to the controller that the buffer needs to store water, that is, the controller controls the first switch to close, the second switch to open, The first valve is closed and the second valve is opened, so that the sewage output from the biochemical part 20 flows into the buffer part 40 through the interception part through the buffer port 402 under the action of gravity for storage, which has the characteristics of high safety.

需要说明的是,上述针对本说明书实施例提供的污水调蓄方法在排水系统的上述四种实施方式的说明仅是对污水调蓄方法实际应用时的举例说明,并非构成使用限制,本领域技术人员同样可以理解,本说明书实施例提供的污水调蓄方法还可以应用于排水系统除了上述四种实施方式外,其他需要用于对污水进行存储调蓄的实施方式,或者上述四种实施方式的组合,对此本发明并不做限定。换句话说,只要是能够实现对污水进行存储或排放,达到对污水进行调蓄的技术效果的实施方式,均适用于本发明,并在本发明的保护范围之内。It should be noted that the above descriptions of the above-mentioned four embodiments of the sewage regulation and storage method in the drainage system provided by the embodiments of this specification are only examples for the practical application of the sewage regulation and storage method, and do not constitute a limitation of use. Personnel can also understand that the sewage regulation and storage method provided in the embodiments of this specification can also be applied to the drainage system in addition to the above four implementations, other implementations that need to be used for the storage regulation and storage of sewage, or the above four implementations. combination, which is not limited in the present invention. In other words, as long as it is an embodiment capable of storing or discharging sewage and achieving the technical effect of regulating and storing sewage, it is applicable to the present invention and falls within the protection scope of the present invention.

最后所应说明的是,以上具体实施方式仅用以说明本发明的技术方案而非限制,尽管参照实例对本发明进行了详细说明,本领域的普通技术人员应当理解,可以对本发明的技术方案进行修改或者等同替换,而不脱离本发明技术方案的精神和范围,其均应涵盖在本发明的权利要求范围当中。Finally, it should be noted that the above specific embodiments are only used to illustrate the technical solutions of the present invention and not to limit them. Although the present invention has been described in detail with reference to examples, those of ordinary skill in the art should understand that the technical solutions of the present invention can be Modifications or equivalent substitutions without departing from the spirit and scope of the technical solutions of the present invention should be included in the scope of the claims of the present invention.

Claims (14)

1. The utility model provides a sewage regulation and storage device based on gravity is intake and atmospheric pressure evacuation goes out water, its characterized in that, the device includes:
the cut-off part (10) is internally provided with a containing space (101) for containing sewage;
the buffer part (40) is internally provided with a storage space (401) for storing sewage and is respectively communicated with the cut-off part (10) and the external atmospheric pressure; the height of the part, communicated with the interception part (10), of the buffer part (40) is lower than that of the part, communicated with the confluence pipe (30), of the interception part (10);
a gas source (120) in communication with the buffer (40); buffer portion (40) are intake when, sewage in cut-off portion (10) warp under the action of gravity storage space (101) flow in storage space (401) buffer portion (40) are out of water the time, by air supply (120) to fill into the atmospheric pressure in buffer portion (40), will under the atmospheric pressure effect sewage in storage space (401) is arranged to storage space (101).
2. The gravity feed and air pressure evacuated effluent based sewage storage device of claim 1, further comprising:
an exhaust pipe (403) provided in the buffer section (40);
a first valve (406) is arranged at the exhaust pipe (403) and is used for communicating the gas source (120) with the buffer part (40);
a second valve (407) is provided in the exhaust pipe (403) to communicate the buffer section (40) with the outside atmosphere.
3. The gravity feed and air pressure evacuated effluent based sewage storage device according to claim 1, wherein the cut-off portion (10) comprises:
a shut-off inlet (102) in communication with a water outlet of the biochemical portion (20) for receiving the unit area to discharge the wastewater;
a first shut-off outlet (103) and a second shut-off outlet (104), the first shut-off outlet (103) communicating with the confluence pipe, the second shut-off outlet (104) communicating with the buffer portion (40).
4. The gravity feed and air pressure empty discharge based sewage storage device of claim 3,
the top elevation of the buffer part (40) is lower than the bottom elevation of the intercepting inlet (102).
5. The gravity feed and air pressure evacuated effluent based sewage storage device of claim 3, further comprising:
a first switch (121) provided at the first shut-off outlet (103); and
a second switch (122) disposed at the second shut-off outlet (104).
6. The gravity feed and air pressure evacuated effluent water storage device of any one of claims 3 to 5, wherein:
the buffer part (40), the biochemical part (20) and the interception part (10) are of split structures;
the biochemical part (20) is a septic tank;
the buffer part (40) is one of a regulation pool, a box culvert or a pipe culvert;
the cut-off portion (10) is one of a diverter well, a cut-off well, a abandonment well, a buffer corridor or an installation well.
7. The gravity feed and air pressure evacuated effluent water storage device of any one of claims 3 to 5, wherein:
the buffer part (40), the biochemical part (20) and the interception part (10) are of an integrated structure; the biochemical part (20) is a septic tank, and the buffering part (40) and the intercepting part (10) are two independent areas in the biochemical part (20).
8. The gravity feed and air pressure evacuated effluent water storage device of any one of claims 3 to 5, wherein:
the biochemical part (20) and the interception part (10) are of an integrated structure;
the buffer part (40) and the integrated structure are distributed in a split manner;
the buffer part (40) is one of a regulation pool, a box culvert, a pipe culvert or a buffer corridor;
the biochemical portion (20) is a septic tank and the cut-off portion (10) is a separate area within the biochemical portion (20).
9. The gravity feed and air pressure evacuated effluent water storage device of any one of claims 3 to 5, wherein:
the buffering part (40) and the intercepting part (10) are of an integrated structure;
the biochemical part (20) and the integrated structure are distributed in a split mode, and the biochemical part (20) is a septic tank;
the buffer part (40) is one of a regulation pool, a box culvert, a pipe culvert or a buffer corridor.
10. The gravity feed and air pressure evacuated effluent based sewage storage device of claim 7, further comprising:
an exhaust pipe (403) provided in the biochemical part (20);
a first valve (406) is arranged at the exhaust pipe (403) and is used for communicating the gas source (120) with the buffer part (40);
a second valve (407) is provided in the exhaust pipe (403) to communicate the buffer section (40) with the outside atmosphere.
11. The gravity feed and air pressure evacuated effluent based sewage storage device of claim 3, further comprising:
an elbow (408), one end of which is communicated with the second shut-off outlet (104), the other end of which is communicated with the bottom of the buffer part (40), and the height of one end of which is lower than that of the other end of the elbow.
12. The sewage storage apparatus of claim 3, wherein the apparatus comprises:
the intercepting part (10) is of a T-shaped structure, the intercepting inlet (102) and the first intercepting outlet (103) form a transverse pipeline of the T-shaped structure, and the second intercepting outlet (104) forms a vertical pipeline of the T-shaped structure;
the buffering portion (40) is located below the intercepting portion (10) and is vertically inserted into the storage space (401) through the second intercepting outlet (104) to communicate the buffering portion (40) with the intercepting portion (10).
13. The sewage storage apparatus of claim 12, wherein:
the bottom of the buffer part (40) is provided with a groove (411) which is recessed downward relative to the storage space (401), and the second intercepting outlet (104) is disposed in the groove (411).
14. A sewage storage method based on gravity inflow and air pressure emptying of effluent, applied to the device of any one of claims 1 to 11, wherein the method comprises:
receiving an identification instruction whether the buffer part needs to discharge water or not;
if so, controlling the first switch and the second switch to be opened, the first valve to be opened and the second valve to be closed, and filling air into the buffer part;
the air extrudes the sewage in the buffer part to flow into the interception part and is discharged by the confluence pipe;
receiving an identification instruction whether the buffer part needs to store water or not;
if yes, controlling the first switch to be closed, the second switch to be opened, the first valve to be closed and the second valve to be opened; the sewage in the intercepting part flows into the buffer part under the action of gravity.
CN202010210121.4A 2020-03-23 2020-03-23 Sewage regulation and storage device and method based on gravity water inflow and air pressure water evacuation and water outflow Pending CN111501946A (en)

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