CN203916273U - A sewage treatment device - Google Patents
A sewage treatment device Download PDFInfo
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- CN203916273U CN203916273U CN201420222387.0U CN201420222387U CN203916273U CN 203916273 U CN203916273 U CN 203916273U CN 201420222387 U CN201420222387 U CN 201420222387U CN 203916273 U CN203916273 U CN 203916273U
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- 239000010865 sewage Substances 0.000 title claims abstract description 38
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 29
- 238000001914 filtration Methods 0.000 claims abstract description 9
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 4
- 239000006004 Quartz sand Substances 0.000 claims description 3
- 230000007246 mechanism Effects 0.000 claims description 3
- 239000000126 substance Substances 0.000 claims 2
- 230000000694 effects Effects 0.000 abstract description 4
- 238000000746 purification Methods 0.000 abstract description 4
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 10
- 238000004062 sedimentation Methods 0.000 description 8
- 239000003814 drug Substances 0.000 description 5
- 238000006243 chemical reaction Methods 0.000 description 4
- 238000005457 optimization Methods 0.000 description 4
- 230000005484 gravity Effects 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 239000010802 sludge Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 229940079593 drug Drugs 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
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Abstract
Description
技术领域technical field
本实用新型涉及净水设备领域,特别是指一种污水处理装置。The utility model relates to the field of water purification equipment, in particular to a sewage treatment device.
背景技术Background technique
目前,随着人们对环保的日益重视,污水处理成为了政府、公民日益关注的问题。现有技术中,对于废水处理一般依次采用沉淀、反应和过滤三级处理方式。这种处理方式,一定程度上可以保证处理后得到的水质效果。但是,因三级处理方式一般需要用到沉淀池、反应池和砂滤池,并利用管道将三者连通。如此,则易产生以下问题;At present, with people's increasing emphasis on environmental protection, sewage treatment has become an issue of increasing concern to the government and citizens. In the prior art, a three-stage treatment method of precipitation, reaction and filtration is generally adopted in sequence for wastewater treatment. This treatment method can guarantee the water quality effect after treatment to a certain extent. However, because the three-stage treatment method generally requires the use of sedimentation tanks, reaction tanks and sand filters, and the use of pipelines to connect the three. In this way, the following problems are likely to arise;
1、因三级处理方式需要用到三个处理池,处理池占地面积大,且投资成本高昂;1. Because the three-stage treatment method needs to use three treatment pools, the treatment pools occupy a large area and the investment cost is high;
2、连通各处理池的管道在长时间工作情况下易产生堵塞现象;2. The pipelines connecting the treatment pools are prone to blockage under long-term working conditions;
3、沉淀池现大部分使用斜管沉淀池,因斜管沉淀池的斜管相比水平面拥有60度斜角,在斜管的两端处占用了不必要的空间;3. Most of the sedimentation tanks now use inclined tube sedimentation tanks. Because the inclined tubes of the inclined tube sedimentation tanks have an oblique angle of 60 degrees compared to the horizontal plane, unnecessary space is occupied at both ends of the inclined tubes;
4、沉淀池在对严重污染或者污泥较多的污水进行处理时,会有污泥或者悬浮污染物沉淀不完全而产生的浮泥现象;4. When the sedimentation tank is treating heavily polluted or sludge-heavy sewage, there will be floating mud phenomenon caused by incomplete sedimentation of sludge or suspended pollutants;
5、三种处理池相互独立,需要按照一定的工艺要求在每个处理池进水端设置布水。5. The three treatment pools are independent of each other, and it is necessary to set up water distribution at the inlet end of each treatment pool according to certain process requirements.
基于此,有必要提出一种占地面积小、成本低廉且不会产生管道堵塞、浮泥等现象的污水处理装置,用以解决上述问题。Based on this, it is necessary to propose a sewage treatment device with a small footprint, low cost, and no phenomenon such as pipeline blockage and floating mud, so as to solve the above-mentioned problems.
实用新型内容Utility model content
本实用新型提出一种污水处理装置,解决了现有技术中污水处理装置占地面积大、成本高昂且易产生管道堵塞、浮泥等现象的问题。The utility model proposes a sewage treatment device, which solves the problems in the prior art that the sewage treatment device occupies a large area, is expensive, and is prone to pipeline blockage, floating mud and the like.
本实用新型的技术方案是这样实现的:The technical scheme of the utility model is achieved in that:
一种污水处理装置,包括:呈竖直设置的中心筒,所述中心筒下端开口且上端连通有进水管;套设于所述中心筒外的外筒,所述外筒和所述中心筒之间设置有呈水平设置的过滤层;设置于所述中心筒下端开口下方的反射板,所述反射板对应所述外筒呈倾斜设置;沿所述外筒上端设置的排水槽,所述排水槽连通有排水管。A sewage treatment device, comprising: a central cylinder arranged vertically, the lower end of the central cylinder is open and the upper end is connected with a water inlet pipe; an outer cylinder sleeved outside the central cylinder, the outer cylinder and the central cylinder There is a filter layer arranged horizontally between them; a reflector plate arranged below the opening of the lower end of the central cylinder, the reflector plate is arranged obliquely corresponding to the outer cylinder; a drainage groove arranged along the upper end of the outer cylinder, the The gutter is communicated with a drainpipe.
进一步,所述中心筒上端还设有加药管。Further, the upper end of the central cylinder is also provided with a medicine feeding tube.
进一步,所述加药管出口对应所述进水管与所述中心筒的连通处设置。Further, the outlet of the dosing pipe is set corresponding to the connection between the water inlet pipe and the central cylinder.
进一步,所述反射板下方设有污物收集机构。Further, a dirt collection mechanism is provided under the reflection plate.
进一步,所述污物收集装置包括锥形料斗和连接所述锥形料斗底端的排污管,所述锥形料斗上端连接所述外筒下端。Further, the dirt collection device includes a conical hopper and a sewage discharge pipe connected to the bottom end of the conical hopper, and the upper end of the conical hopper is connected to the lower end of the outer cylinder.
进一步,所述过滤层为三级过滤层。Further, the filter layer is a three-stage filter layer.
进一步,所述三级过滤层从下到上依次为粗卵石层、细卵石层和石英砂层。Further, the three-stage filter layer is a coarse pebble layer, a fine pebble layer and a quartz sand layer in sequence from bottom to top.
进一步,所述反射板相对水平方向的角度为α,α≦45°。Further, the angle of the reflecting plate relative to the horizontal direction is α, where α≦45°.
进一步,所述进水管呈水平设置。Further, the water inlet pipe is arranged horizontally.
本实用新型的有益效果是:通过上述方案,将传统的多种处理池单独设置变换为合并设置,利用进水管往中心筒内注入需要处理的污水,污水下行撞击反射板,污水从而改变运动方向向外筒运动,污水中的颗粒因重力作用下沉,完成沉淀工序,污水撞击上外筒后向上运动,经过过滤层后成为净水,并进入排水槽排出。这种方式相比于传统技术,具有占地面积小、成本低廉的特点;且无需大量管道,从而杜绝了堵塞现象;且可通过过滤层阻隔浮泥,故杜绝了浮泥现象;水流通过过滤层时的速率较小,因而过滤阻力小,从而过滤完全,净水效果好;结构简单,易于制造。The beneficial effects of the utility model are: through the above-mentioned scheme, the separate setting of the traditional multiple treatment pools is transformed into a combined setting, and the sewage to be treated is injected into the central cylinder by using the water inlet pipe, and the sewage goes down and hits the reflecting plate, and the sewage changes the direction of movement Moving toward the outer cylinder, the particles in the sewage sink due to gravity, and the sedimentation process is completed. The sewage hits the upper outer cylinder and then moves upward. After passing through the filter layer, it becomes clean water and enters the drainage tank to be discharged. Compared with the traditional technology, this method has the characteristics of small footprint and low cost; it does not require a large number of pipes, thereby eliminating the clogging phenomenon; and the floating mud can be blocked by the filter layer, so the floating mud phenomenon is eliminated; The speed of the layer is small, so the filtration resistance is small, so that the filtration is complete and the water purification effect is good; the structure is simple and easy to manufacture.
附图说明Description of drawings
为了更清楚地说明本实用新型实施例或现有技术中的技术方案,下面将对实施例或现有技术描述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实用新型的一些实施例,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 technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the accompanying drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description These are only some embodiments of the utility model, and those skilled in the art can also obtain other drawings based on these drawings without creative work.
图1为本实用新型一种污水处理装置一个实施例的平面结构示意图。Fig. 1 is a schematic plan view of an embodiment of a sewage treatment device of the present invention.
具体实施方式Detailed ways
下面将结合本实用新型实施例中的附图,对本实用新型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实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. example. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.
参见图1所示本实用新型一种污水处理装置的一个实施例,包括:中心筒1、外筒2、过滤层9、反射板8、进水管3、排水槽4和排水管5。中心筒1呈竖直设置且下端开口,进水管3与中心筒1上端连通。外筒2套设于中心筒1外,外筒2和中心筒1之间设置有呈水平设置的过滤层9。反射板8设置于中心筒1下端开口下方,反射板8对应所述外筒2呈倾斜设置,所述反射板8相对水平方向的角度为α,α≦45°。沿所述外筒2上端设置的排水槽4,所述排水槽4连通有排水管5。Referring to an embodiment of a sewage treatment device of the present invention shown in FIG. 1 , it includes: a central cylinder 1 , an outer cylinder 2 , a filter layer 9 , a reflection plate 8 , a water inlet pipe 3 , a drain tank 4 and a drain pipe 5 . The central cylinder 1 is arranged vertically and has an open lower end, and the water inlet pipe 3 communicates with the upper end of the central cylinder 1 . The outer cylinder 2 is sheathed outside the central cylinder 1 , and a filter layer 9 arranged horizontally is arranged between the outer cylinder 2 and the central cylinder 1 . The reflection plate 8 is arranged below the opening of the lower end of the central cylinder 1, and the reflection plate 8 is arranged obliquely corresponding to the outer cylinder 2, and the angle of the reflection plate 8 relative to the horizontal direction is α, α≦45°. A drainage groove 4 is provided along the upper end of the outer cylinder 2 , and the drainage groove 4 is connected with a drainage pipe 5 .
在工作状态下,利用进水管3往中心筒1内注入需要处理的污水,污水下行撞击反射板8,污水从而改变运动方向向外筒2运动,污水中的颗粒因重力作用下沉,完成沉淀工序,污水撞击上外筒2后向上运动,经过过滤层9后成为净水,并进入排水槽4排出。In the working state, use the water inlet pipe 3 to inject the sewage to be treated into the central cylinder 1, the sewage goes down and hits the reflector 8, the sewage changes the direction of movement and moves to the outer cylinder 2, and the particles in the sewage sink due to gravity to complete the sedimentation In the process, the sewage hits the upper outer cylinder 2 and moves upwards, passes through the filter layer 9 and becomes clean water, and enters the drainage tank 4 to be discharged.
通过上述方案,将传统的多种处理池单独设置变换为合并设置,这种方式相比于传统技术,具有占地面积小、成本低廉的特点;且无需大量管道,从而杜绝了堵塞现象;且可通过过滤层9阻隔浮泥,故杜绝了浮泥现象;水流通过过滤层9时的速率较小,因而过滤阻力小,从而过滤完全,净水效果好;结构简单,易于制造。Through the above scheme, the traditional multiple treatment pools are transformed into a combined setting. Compared with the traditional technology, this method has the characteristics of small footprint and low cost; and does not require a large number of pipelines, thereby eliminating clogging; and The floating mud can be blocked by the filter layer 9, so the phenomenon of floating mud is eliminated; the speed of water flow through the filter layer 9 is small, so the filtering resistance is small, so that the filtration is complete and the water purification effect is good; the structure is simple and easy to manufacture.
作为对本实施例的进一步优化,所述中心筒1上端还设有加药管6。所述加药管6出口对应所述进水管3与所述中心筒1的连通处设置。加药管6可在中心筒1内加入反应药物,从而在进水的同时完成化学反应,从而去除污水中的盐类或者其他污物。将加药管6的出口设置于靠近进水管3与所述中心筒1的连通处,保证进水与加药速率保持同步,杜绝了药物加入不均匀的现象。As a further optimization of this embodiment, the upper end of the central cylinder 1 is also provided with a medicine feeding tube 6 . The outlet of the dosing pipe 6 is set corresponding to the connection between the water inlet pipe 3 and the central cylinder 1 . The dosing pipe 6 can add the reaction medicine in the central cylinder 1, so as to complete the chemical reaction while entering the water, so as to remove the salt or other dirt in the sewage. The outlet of the dosing pipe 6 is set close to the connection between the water inlet pipe 3 and the central cylinder 1 to ensure that the water inflow and the dosing rate are kept in sync, and the phenomenon of uneven dosing of medicines is avoided.
作为对本实施例的进一步优化,所述反射板8下方设有污物收集机构。进一步,所述污物收集装置包括锥形料斗7和连接所述锥形料斗7底端的排污管71,所述锥形料斗7上端连接所述外筒2下端。当污水冲击反射板8后,污水中的污泥等颗粒在自身重力作用下下降,经锥形料斗7收集后流入排污管71。As a further optimization of this embodiment, a dirt collection mechanism is provided under the reflection plate 8 . Further, the dirt collection device includes a conical hopper 7 and a sewage discharge pipe 71 connected to the bottom end of the conical hopper 7 , and the upper end of the conical hopper 7 is connected to the lower end of the outer cylinder 2 . When the sewage hits the reflecting plate 8 , the sludge and other particles in the sewage descend under the action of its own gravity, and flow into the sewage pipe 71 after being collected by the conical hopper 7 .
作为对本实施例的进一步优化,所述过滤层9为三级过滤层。所述三级过滤层从下到上依次为粗卵石层91、细卵石层92和石英砂层93。As a further optimization of this embodiment, the filter layer 9 is a three-stage filter layer. The tertiary filter layers are successively a coarse pebble layer 91 , a fine pebble layer 92 and a quartz sand layer 93 from bottom to top.
作为对本实施例的进一步优化,所述进水管3呈水平设置。水平设置的进水管3使得水流在进入中心筒1内时,可沿中心筒1圆周方向呈圆周运动,形成离心转动,既可使得药物与污水混合更充分,也可使得污水在流出中心筒1后依然保持圆周运动,从而沿外筒2的筒壁上升,水流更稳定。As a further optimization of this embodiment, the water inlet pipe 3 is arranged horizontally. The water inlet pipe 3 arranged horizontally enables the water flow to move in a circular motion along the circumferential direction of the central cylinder 1 when it enters the central cylinder 1, forming a centrifugal rotation, which can not only make the medicine and sewage mix more fully, but also allow the sewage to flow out of the central cylinder 1 After that, the circular motion is still maintained, so as to rise along the wall of the outer cylinder 2, and the water flow is more stable.
以上所述仅为本实用新型的较佳实施例而已,并不用以限制本实用新型,凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。The above descriptions are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present utility model shall be included in the Within the protection scope of the present utility model.
Claims (9)
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103961934A (en) * | 2014-04-30 | 2014-08-06 | 中山市地道环保工程有限公司 | Sewage treatment device |
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| CN103961934A (en) * | 2014-04-30 | 2014-08-06 | 中山市地道环保工程有限公司 | Sewage treatment device |
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