[go: up one dir, main page]

CN201172813Y - Double cavity drainage and sewage treatment pipe - Google Patents

Double cavity drainage and sewage treatment pipe Download PDF

Info

Publication number
CN201172813Y
CN201172813Y CNU2008200769682U CN200820076968U CN201172813Y CN 201172813 Y CN201172813 Y CN 201172813Y CN U2008200769682 U CNU2008200769682 U CN U2008200769682U CN 200820076968 U CN200820076968 U CN 200820076968U CN 201172813 Y CN201172813 Y CN 201172813Y
Authority
CN
China
Prior art keywords
pipe
sewage treatment
pipeline body
double
deflector
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CNU2008200769682U
Other languages
Chinese (zh)
Inventor
郑婷婷
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CNU2008200769682U priority Critical patent/CN201172813Y/en
Application granted granted Critical
Publication of CN201172813Y publication Critical patent/CN201172813Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Sewage (AREA)

Abstract

本实用新型涉及污水处理管道,尤其是一种双腔排水及污水处理管。这种双腔排水及污水处理管,包括管道本体,所述管道本体内部、沿中心轴线竖直设置有隔板,该隔板两侧设有导流板,管道本体下部沿导流板下边缘还设有进水口,隔板与导流板之间形成双腔通道,且与排水管道相贯通。使用该管道,能减少污水处理过程中使用管道的数量,可用各种材料制成,便于生产,节约资金;有效处理渗入地下的污水,水资源得到二次利用;双腔结构能有效阻隔泥沙等杂物,由于进水口向下,不会出现管道阻塞的现象,污水处理效果好,结构简单,使用方便。

Figure 200820076968

The utility model relates to a sewage treatment pipe, in particular to a double-cavity drainage and sewage treatment pipe. This kind of double-cavity drainage and sewage treatment pipe includes a pipe body. A partition is vertically arranged inside the pipe body along the central axis. A deflector is arranged on both sides of the partition. The lower part of the pipe body is along the lower edge of the deflector. A water inlet is also provided, and a double-chamber channel is formed between the partition plate and the deflector plate, and is connected with the drainage pipe. The use of the pipeline can reduce the number of pipelines used in the sewage treatment process, and can be made of various materials, which is convenient for production and saves money; effectively treats the sewage infiltrated into the ground, and the water resources are reused; the double-chamber structure can effectively block sediment and other debris, because the water inlet is downward, there will be no pipeline blockage, the sewage treatment effect is good, the structure is simple, and it is easy to use.

Figure 200820076968

Description

双腔排水及污水处理管 Double cavity drainage and sewage treatment pipe

技术领域 technical field

本实用新型涉及污水处理管道,尤其是一种双腔排水及污水处理管。The utility model relates to a sewage treatment pipe, in particular to a double-cavity drainage and sewage treatment pipe.

背景技术 Background technique

目前用于处理山坡地水土保持的排水、农田的地下灌溉排水、公路或隧道路基或挡水墙等土木工程的排水的排水管道,一般为单一的管状,污水中的石头、细小泥沙、树叶等杂物容易将其阻塞,造成排水不畅,严重的需要更换大量的管道,且渗入地下的污水也很难再利用,造成严重的资源浪费和经济负担。At present, the drainage pipes used for drainage of soil and water conservation on hillsides, underground irrigation and drainage of farmland, drainage of civil engineering such as road or tunnel subgrades or retaining walls are generally single tubular, and stones, fine sand, and leaves in sewage It is easy to be blocked by other debris, resulting in poor drainage. In serious cases, a large number of pipes need to be replaced, and the sewage that seeps into the ground is also difficult to reuse, resulting in serious waste of resources and economic burden.

发明内容 Contents of the invention

本实用新型是针对现有污水处理方法的不足,提供一种结构简单,排水效果好,适宜多种地势的双腔排水及污水处理管。The utility model aims at the shortcomings of the existing sewage treatment methods, and provides a double-cavity drainage and sewage treatment pipe with simple structure, good drainage effect and suitable for various terrains.

本实用新型通过采取以下技术方案来实现上述发明目的:一种双腔排水及污水处理管,包括管道本体,所述管道本体内部、沿中心轴线竖直设置有隔板,该隔板两侧设有导流板,管道本体下部沿导流板下边缘还设有进水口,隔板与导流板之间形成双腔通道,且与排水管道相贯通。The utility model achieves the purpose of the above invention by adopting the following technical solutions: a double-cavity drainage and sewage treatment pipe, including a pipe body, a partition is arranged vertically along the central axis inside the pipe body, and two sides of the partition are arranged There is a deflector, and the lower part of the pipeline body is also provided with a water inlet along the lower edge of the deflector. A double-chamber channel is formed between the partition and the deflector, and is connected with the drainage pipe.

与现有技术相比,本实用新型的显著优点如下:Compared with prior art, the remarkable advantage of the utility model is as follows:

1、减少污水处理过程中使用管道的数量,可用各种材料制成,便于生产,节约资金;1. Reduce the number of pipes used in the sewage treatment process, and can be made of various materials, which is convenient for production and saves money;

2、有效处理渗入地下的污水,水资源得到二次利用;2. Effectively treat the sewage infiltrated into the ground, and the water resources can be reused;

3、双腔结构能有效阻隔泥沙等杂物,由于进水口向下,不会出现管道阻塞的现象,污水处理效果好,结构简单,使用方便。3. The double-chamber structure can effectively block sediment and other debris. Since the water inlet is downward, there will be no pipeline blockage. The sewage treatment effect is good, the structure is simple, and it is easy to use.

附图说明 Description of drawings

图1是管道本体为圆形的断面结构示意图。Fig. 1 is a schematic diagram of a cross-sectional structure of a circular pipe body.

图2是管道本体为半圆形的断面结构示意图。Fig. 2 is a schematic cross-sectional structure diagram of a semicircular pipe body.

图3是管道本体为矩形的断面结构示意图。Fig. 3 is a schematic cross-sectional structure diagram of a rectangular pipe body.

图4是管道本体为菱形的断面结构示意图。Fig. 4 is a schematic cross-sectional structure diagram of a rhombus-shaped pipe body.

图5是管道本体为三角形的断面结构示意图。Fig. 5 is a schematic diagram of a cross-sectional structure in which the pipeline body is triangular.

图6是管道本体为圆形的无隔板断面结构示意图。Fig. 6 is a schematic diagram of a cross-sectional structure of a circular pipe body without a partition.

图7是多管道并列使用立体示意图。Fig. 7 is a three-dimensional schematic diagram of parallel use of multiple pipes.

图中:管道本体1,隔板2,导流板3,进水口4,排水管道5。In the figure: pipe body 1, partition plate 2, deflector plate 3, water inlet 4, drainage pipe 5.

具体实施方式 Detailed ways

下面结合附图和实施例对本实用新型作进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is further described.

参见附图,在本实施例中,管道本体1的断面为圆形,其内部、沿中心轴线的位置,设有与水平面垂直的隔板2,隔板2的上边缘与管道本体1通体固接为一体,其两侧还设有导流板3,导流板3的上端略微高于中间位置的隔板2的下边缘,管道本体1的下部、沿两导流板3的下边缘开有通体的进水口4,隔板2与导流板3之间形成了入口向下的双腔结构进水通道,该双腔通道与排水管道5连通为一体。Referring to the accompanying drawings, in this embodiment, the section of the pipe body 1 is circular, and inside, along the central axis, a partition 2 perpendicular to the horizontal plane is provided, and the upper edge of the partition 2 is solid with the pipe body 1. connected as a whole, its two sides are also provided with deflectors 3, the upper end of the deflectors 3 is slightly higher than the lower edge of the partition 2 in the middle position, the bottom of the pipe body 1 is opened along the lower edges of the two deflectors 3 There is a whole-body water inlet 4, and a double-cavity structure water inlet channel with the inlet downward is formed between the partition plate 2 and the deflector plate 3, and the double-cavity channel is connected with the drainage pipe 5 as a whole.

水在压力作用下从进水口4先进入到双腔结构进水通道,沙粒等杂物会因重力作用下沉,双腔结构通道空间较小,且有导流板3的阻隔,能有效阻止石头或沙粒等进入到排水管道5内。在实际使用时,管道本体1内部可以设置多个隔板2,将排水管道5分割成多个腔体,也可多个排水管道5并列设置,多条管道同时使用,有效提高排水效率。Under the action of pressure, the water first enters the water inlet channel of the double-cavity structure from the water inlet 4, and sand and other sundries will sink due to the action of gravity. Stop stone or sand etc. from entering in the drain pipe 5. In actual use, multiple partitions 2 can be arranged inside the pipeline body 1 to divide the drainage pipeline 5 into multiple cavities, or multiple drainage pipelines 5 can be arranged side by side, and multiple pipelines can be used at the same time to effectively improve drainage efficiency.

图2为本实用新型管道本体1为半圆形实施例的断面结构示意图;Fig. 2 is a schematic cross-sectional structure diagram of a semicircular embodiment of the pipeline body 1 of the present invention;

图3为本实用新型管道本体1为矩形实施例的断面结构示意图;Fig. 3 is a schematic cross-sectional structure diagram of a rectangular embodiment of the pipeline body 1 of the present invention;

图4为本实用新型管道本体1为菱形实施例的断面结构示意图;Fig. 4 is a cross-sectional schematic diagram of a diamond-shaped embodiment of the pipeline body 1 of the present invention;

图5为本实用新型管道本体1为三角形实施例的断面结构示意图。Fig. 5 is a schematic cross-sectional structure diagram of a triangular embodiment of the pipeline body 1 of the present invention.

图6是管道本体1为圆形的、不包括隔板2的实施例的断面结构示意图,在实际情况中,也可去掉与管道本体1固接在一起的隔板2,便于使用。Fig. 6 is a cross-sectional schematic diagram of an embodiment in which the pipe body 1 is circular and does not include a partition 2. In actual situations, the partition 2 fixedly connected to the pipe body 1 can also be removed for ease of use.

图7是多管道并列使用的立体示意图。Fig. 7 is a schematic perspective view of multiple pipes used in parallel.

上述实施例中,该管道内部结构不变,管道本体1可根据实际情况制作成其他几何形状;本实用新型也可根据需要用不同材料制作,如塑料软管、PVC、PPR、木塑管、不锈钢管等,适应各种地势使用。In the above-mentioned embodiment, the internal structure of the pipeline remains unchanged, and the pipeline body 1 can be made into other geometric shapes according to actual conditions; the utility model can also be made of different materials according to needs, such as plastic hose, PVC, PPR, wood-plastic pipe, Stainless steel pipes, etc., suitable for use in various terrains.

Claims (8)

1, a kind of two-chamber draining and sewerage treatment pipe, comprise pipeline body, it is characterized in that: described pipeline body inside, vertically be provided with dividing plate along central axis, these dividing plate both sides are provided with deflector, the pipeline body bottom also is provided with water inlet along the deflector lower limb, form the two-chamber passage between dividing plate and the deflector, and connect with drainage pipe.
2, two-chamber draining according to claim 1 and sewerage treatment pipe is characterized in that: described pipeline body inside is provided with a plurality of dividing plates, and a plurality of drainage pipes are set up in parallel.
3, two-chamber draining according to claim 1 and sewerage treatment pipe is characterized in that: described pipeline body inside only is provided with deflector.
4, according to claim 1 or 2 or 3 described two-chamber draining and sewerage treatment pipes, it is characterized in that: described pipeline body is rounded.
5, according to claim 1 or 2 or 3 described two-chamber draining and sewerage treatment pipes, it is characterized in that: described pipeline body is triangular in shape.
6, according to claim 1 or 2 or 3 described two-chamber draining and sewerage treatment pipes, it is characterized in that: described pipeline body semicircular in shape.
7, according to claim 1 or 2 or 3 described two-chamber draining and sewerage treatment pipes, it is characterized in that: described pipeline body is polygon.
8, according to claim 1 or 2 or 3 described two-chamber draining and sewerage treatment pipes, it is characterized in that: the section of described pipeline body is geometric figure.
CNU2008200769682U 2008-04-08 2008-04-08 Double cavity drainage and sewage treatment pipe Expired - Fee Related CN201172813Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008200769682U CN201172813Y (en) 2008-04-08 2008-04-08 Double cavity drainage and sewage treatment pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008200769682U CN201172813Y (en) 2008-04-08 2008-04-08 Double cavity drainage and sewage treatment pipe

Publications (1)

Publication Number Publication Date
CN201172813Y true CN201172813Y (en) 2008-12-31

Family

ID=40199926

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008200769682U Expired - Fee Related CN201172813Y (en) 2008-04-08 2008-04-08 Double cavity drainage and sewage treatment pipe

Country Status (1)

Country Link
CN (1) CN201172813Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102345282A (en) * 2011-10-09 2012-02-08 顾地科技股份有限公司 Underground leakage drainage corrugated pipe
CN102828522A (en) * 2011-06-16 2012-12-19 张家港市贝尔机械有限公司 A new type of plastic drainage pipe
RU2498010C1 (en) * 2012-04-16 2013-11-10 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Кубанский государственный аграрный университет" Mole-drainage pipe
WO2014198240A1 (en) * 2013-06-13 2014-12-18 Leung Yan Kiu Multi-filtration drainage and irrigation water pipe, omni-directional planting pot and filtration drainage and irrigation pipe bundle
US9974248B2 (en) 2013-06-06 2018-05-22 Green Channels (International) Limited Planter box, multipurpose diacolation pipe and method for soil drainage and irrigation

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102828522A (en) * 2011-06-16 2012-12-19 张家港市贝尔机械有限公司 A new type of plastic drainage pipe
CN102345282A (en) * 2011-10-09 2012-02-08 顾地科技股份有限公司 Underground leakage drainage corrugated pipe
RU2498010C1 (en) * 2012-04-16 2013-11-10 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Кубанский государственный аграрный университет" Mole-drainage pipe
US9974248B2 (en) 2013-06-06 2018-05-22 Green Channels (International) Limited Planter box, multipurpose diacolation pipe and method for soil drainage and irrigation
WO2014198240A1 (en) * 2013-06-13 2014-12-18 Leung Yan Kiu Multi-filtration drainage and irrigation water pipe, omni-directional planting pot and filtration drainage and irrigation pipe bundle

Similar Documents

Publication Publication Date Title
CN201172813Y (en) Double cavity drainage and sewage treatment pipe
CN213508818U (en) Face-row type waterlogging-preventing urban drainage system
CN106365320A (en) Drained water recycling and nitrogen and phosphorus cascaded percolation, blocking and removal system for paddy field on southern gentle slope land and application method of system
CN103615042A (en) Network type seepage discharging device in transverse direction, longitudinal direction and vertical direction
CN105220757A (en) A kind of combination unit processing road runoff rainwater
CN210827513U (en) Self-adaptation side slope drainage seepage prevention structure
CN104326628A (en) Cross flow type ecological purification device applicable to light sandy loam soil irrigated area
CN102535384A (en) In-trench water-stone separation siphoning-drainage debris flow control method
CN105198092B (en) A kind of Sloping Hearth composite vertical current artificial wetland system
CN101581090B (en) Soil and Water Conservation Rapid Drainage Method for Waterlogged Land in Fluctuation Zone
CN205662934U (en) Arrange carrier component on domatic in
CN206538773U (en) A kind of fast arranging device of grating type side slope rainwater
CN206503215U (en) A kind of ecological collection rain structure suitable for low side slope
CN212104428U (en) A seepage drain
CN212248590U (en) A sponge city ecological grass planting ditch system
CN107654236A (en) A kind of slurry balance shield machine quarrying case apparatus and its construction method
CN202969388U (en) Elimination system of pile position hole bottom sediments
CN210886810U (en) A rainwater collection road system in hilly area
CN211523426U (en) An Underdrain Structure Using Concrete Pavement Reconstruction
CN210140870U (en) Small-flow pipeline water taking arrangement structure
CN206015614U (en) V-shaped antifouling grid
CN206428763U (en) A kind of mountain area cistern
CN207483452U (en) A kind of nonclogging artificial wet land system
CN104018463A (en) Vertical multi-habitat ecological pond system adapting to large slope angle
CN104404932B (en) A kind of hidden pipe dredging method based on heavily salted farmland drip irrigation system

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20081231