CN201172813Y - Double cavity drainage and sewage treatment pipe - Google Patents
Double cavity drainage and sewage treatment pipe Download PDFInfo
- 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
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- pipe
- sewage treatment
- pipeline body
- double
- deflector
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- 239000010865 sewage Substances 0.000 title abstract 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract 4
- 210000003141 lower extremity Anatomy 0.000 claims 1
- 238000005192 partition Methods 0.000 abstract 3
- 239000000463 material Substances 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
- 239000013049 sediment Substances 0.000 abstract 1
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
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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。
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.
Description
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)
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 |
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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 |
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| Country | Link |
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| CN (1) | CN201172813Y (en) |
Cited By (5)
| 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 |
-
2008
- 2008-04-08 CN CNU2008200769682U patent/CN201172813Y/en not_active Expired - Fee Related
Cited By (5)
| 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 |
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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 |