CN204910901U - Novel two heavy cell -out mill weirs - Google Patents
Novel two heavy cell -out mill weirs Download PDFInfo
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- CN204910901U CN204910901U CN201520607069.0U CN201520607069U CN204910901U CN 204910901 U CN204910901 U CN 204910901U CN 201520607069 U CN201520607069 U CN 201520607069U CN 204910901 U CN204910901 U CN 204910901U
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- water
- catch bowl
- water catch
- sump
- inlet
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 61
- 239000010865 sewage Substances 0.000 abstract description 7
- 239000004519 grease Substances 0.000 abstract description 5
- 238000011065 in-situ storage Methods 0.000 abstract 1
- 239000000463 material Substances 0.000 abstract 1
- 239000007788 liquid Substances 0.000 description 12
- 238000004062 sedimentation Methods 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- 239000006228 supernatant Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011259 mixed solution Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
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Abstract
Description
技术领域:Technical field:
本实用新型涉及污水处理技术领域,具体涉及一种新型二沉池出水堰。 The utility model relates to the technical field of sewage treatment, in particular to a novel outlet weir of a secondary settling tank.
背景技术:Background technique:
污水处理单元二沉池的主要作用是使污泥分离,使混合液澄清,传统二沉池出水堰为溢流堰,上层清液从溢流堰上方漫过进入集水槽,水表面悬浮物质包括飘泥、油脂等会随清液进入集水槽,影响出水水质,进而增加后续污水处理单元的处理负荷。 The main function of the secondary settling tank in the sewage treatment unit is to separate the sludge and clarify the mixed solution. The outlet weir of the traditional secondary settling tank is an overflow weir, and the supernatant liquid overflows from the overflow weir and enters the sump. The suspended substances on the water surface include Floating mud, grease, etc. will enter the sump with the clear liquid, affecting the quality of the effluent, and increasing the treatment load of the subsequent sewage treatment unit.
实用新型内容:Utility model content:
针对上述问题,本实用新型要解决的技术问题是提供一种结构简单,出水方式改为液面以下出水,有效的解决了飘泥、油脂等物质随清液流出的新型二沉池出水堰。 In view of the above problems, the technical problem to be solved by this utility model is to provide a new secondary sedimentation tank outlet weir with a simple structure, and the water outlet method is changed to water outlet below the liquid surface, which effectively solves the problem of floating mud, grease and other substances flowing out with the clear liquid.
本实用新型的一种新型二沉池出水堰,它包含L型集水槽、集水槽进水口、集水槽进水管、集水槽出水管;L型集水槽设置在二沉池出水向池壁上,L型集水槽的底部均匀设有数个集水槽进水口,数个集水槽进水口分别与对应的集水槽进水管连接,集水槽进水管设置在二沉池清水层内,集水槽出水管设置在L型集水槽的一侧。 A new outlet weir of the secondary settling tank of the utility model, which includes an L-shaped water collecting tank, a water collecting tank inlet, a water collecting tank water inlet pipe, and a water collecting tank outlet pipe; The bottom of the L-shaped sump is evenly equipped with several sump inlets, which are respectively connected to the corresponding sump inlet pipes. The sump inlet pipes are set in the clear water layer of the secondary sedimentation tank, and the sump outlet pipes are set One side of the L-shaped sump.
本实用新型的原理为:当二沉池中液面高于L型集水槽底面时,二沉池中上层清液由于水压作用,通过集水槽进水管经集水槽进水口进入L型集水槽,进入集水槽的清水经集水槽出水管进入下一处理单元;当二沉池液面低于L型集水槽1底面时,集水槽进水管停止进水。 The principle of the utility model is: when the liquid level in the secondary settling tank is higher than the bottom surface of the L-shaped sump, the supernatant liquid in the secondary settling tank enters the L-shaped sump through the water inlet pipe of the sump due to the hydraulic pressure. , the clear water entering the sump enters the next processing unit through the outlet pipe of the sump; when the liquid level of the secondary settling tank is lower than the bottom surface of the L-shaped sump 1, the water inlet pipe of the sump stops entering water.
本实用新型具有如下有益效果:它结构简单,有效的解决了飘泥、油脂等物质随清液流出的问题,改善了二沉池的出水水质,为后续污水处理单元降低了处理负荷。 The utility model has the following beneficial effects: it has a simple structure, effectively solves the problem of floating mud, grease and other substances flowing out with the clear liquid, improves the effluent water quality of the secondary sedimentation tank, and reduces the processing load for the subsequent sewage treatment unit.
附图说明:Description of drawings:
为了易于说明,本实用新型由下述的具体实施及附图作以详细描述。 For ease of illustration, the utility model is described in detail by the following specific implementation and accompanying drawings.
图1是本实用新型的结构示意图; Fig. 1 is the structural representation of the utility model;
图中: In the picture:
L型集水槽1、集水槽进水口2、集水槽进水管3、集水槽出水管4。 L-shaped sump 1, sump water inlet 2, sump inlet pipe 3, sump outlet pipe 4.
具体实施方式:Detailed ways:
如图1所示,本具体实施方式采用以下技术方案:它包含L型集水槽1、集水槽进水口2、集水槽进水管3、集水槽出水管4;L型集水槽1设置在二沉池出水向池壁上,L型集水槽1的底部均匀设有数个集水槽进水口2,数个集水槽进水口2分别与对应的集水槽进水管3连接,集水槽进水管3设置在二沉池清水层内,集水槽出水管4设置在L型集水槽1的一侧。 As shown in Figure 1, this specific embodiment adopts the following technical solutions: it includes an L-shaped sump 1, a sump water inlet 2, a sump inlet pipe 3, and a sump outlet pipe 4; the L-shaped sump 1 is arranged on the secondary sink The water outlet of the pool goes to the pool wall, and the bottom of the L-shaped sump 1 is uniformly equipped with several sump inlets 2, and the several sump inlets 2 are respectively connected with the corresponding sump inlet pipes 3, and the sump inlet pipes 3 are arranged on two sides. In the clear water layer of the settling tank, the sump outlet pipe 4 is arranged on one side of the L-shaped sump 1 .
本具体实施方式的原理为:当二沉池中液面高于L型集水槽1底面时,二沉池中上层清液由于水压作用,通过集水槽进水管3经集水槽进水口2进入L型集水槽1,进入集水槽的清水经集水槽出水管进入下一处理单元;当二沉池液面低于L型集水槽1底面时,集水槽进水管3停止进水。 The principle of this specific embodiment is: when the liquid level in the secondary settling tank is higher than the bottom surface of the L-shaped sump 1, the supernatant liquid in the secondary settling tank enters through the sump inlet pipe 3 through the sump inlet 2 due to the hydraulic pressure. The L-shaped sump 1, the clear water entering the sump enters the next processing unit through the outlet pipe of the sump; when the liquid level of the secondary settling tank is lower than the bottom surface of the L-shaped sump 1, the water inlet pipe 3 of the sump stops water intake.
本具体实施方式结构简单,有效的解决了飘泥、油脂等物质随清液流出的问题,改善了二沉池的出水水质,为后续污水处理单元降低了处理负荷。 This specific embodiment has a simple structure, effectively solves the problem of floating mud, grease and other substances flowing out with the clear liquid, improves the effluent water quality of the secondary sedimentation tank, and reduces the treatment load for the subsequent sewage treatment unit.
以上显示和描述了本实用新型的基本原理和主要特征以及本实用新型的优点。本行业的技术人员应该了解,本实用新型不受上述实施例的限制,上述实施例和说明书中描述的只是说明本实用新型的原理,在不脱离本实用新型精神和范围的前提下,本实用新型还会有各种变化和改进,这些变化和改进都落入要求保护的本实用新型范围内。本实用新型要求保护范围由所附的权利要求书及其等效物界定。 The basic principles and main features of the utility model and the advantages of the utility model have been shown and described above. Those skilled in the art should understand that the utility model is not limited by the above-mentioned embodiments. The above-mentioned embodiments and descriptions only illustrate the principle of the utility model. Without departing from the spirit and scope of the utility model, the utility model The new model also has various changes and improvements, and these changes and improvements all fall within the scope of the claimed utility model. The scope of protection required by the utility model is defined by the appended claims and their equivalents.
Claims (1)
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520607069.0U CN204910901U (en) | 2015-08-13 | 2015-08-13 | Novel two heavy cell -out mill weirs |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520607069.0U CN204910901U (en) | 2015-08-13 | 2015-08-13 | Novel two heavy cell -out mill weirs |
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| Publication Number | Publication Date |
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| CN204910901U true CN204910901U (en) | 2015-12-30 |
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| CN201520607069.0U Expired - Fee Related CN204910901U (en) | 2015-08-13 | 2015-08-13 | Novel two heavy cell -out mill weirs |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105833575A (en) * | 2016-04-29 | 2016-08-10 | 浙江联池水务设备有限公司 | Water collection pipe for preventing alumen ustum from floating upwards |
-
2015
- 2015-08-13 CN CN201520607069.0U patent/CN204910901U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105833575A (en) * | 2016-04-29 | 2016-08-10 | 浙江联池水务设备有限公司 | Water collection pipe for preventing alumen ustum from floating upwards |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151230 Termination date: 20160813 |