CN208145534U - The detention tank of high-efficiency environment friendly - Google Patents
The detention tank of high-efficiency environment friendly Download PDFInfo
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- CN208145534U CN208145534U CN201820444577.5U CN201820444577U CN208145534U CN 208145534 U CN208145534 U CN 208145534U CN 201820444577 U CN201820444577 U CN 201820444577U CN 208145534 U CN208145534 U CN 208145534U
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- 238000004062 sedimentation Methods 0.000 claims abstract description 102
- 239000000872 buffer Substances 0.000 claims abstract description 93
- 239000010865 sewage Substances 0.000 claims abstract description 59
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 26
- 230000007704 transition Effects 0.000 claims description 6
- 230000003139 buffering effect Effects 0.000 claims description 2
- 230000003111 delayed effect Effects 0.000 claims 1
- 239000004744 fabric Substances 0.000 claims 1
- 238000004080 punching Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 10
- 238000000034 method Methods 0.000 abstract description 7
- 238000001556 precipitation Methods 0.000 abstract 1
- 239000013049 sediment Substances 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 238000005728 strengthening Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
高效环保的污水沉淀池,属于污水的沉淀处理领域,包括沉淀池,所述沉淀池一端连接有进水口,所述进水口通过第一缓冲结构与所述沉淀池进行连通,所述沉淀池另一端连接有用于污水排出的第二缓冲结构,所述沉淀池的内部设有多组用于减缓污水流速的缓冲部,各组缓冲部均由一矩形结构的长板和两个矩形结构的短板组成,所述第一缓冲结构包括第一缓冲通道和第二缓冲通道形成,所述进水口分别经过所述第一缓冲通道、第二缓冲通道与所述沉淀池的内部连通,所述第二缓冲结构包括第三缓冲通道和第四缓冲通道,用于对污水含有的悬浮物进行沉淀处理,在沉淀处理中通过降低污水的流速增加污水在沉淀池中的停留时间,加强污水中悬浮物的沉淀效果。
The efficient and environment-friendly sewage sedimentation tank belongs to the field of sewage sedimentation treatment, and includes a sedimentation tank. One end of the sedimentation tank is connected to a water inlet, and the water inlet is connected to the sedimentation tank through a first buffer structure. The other side of the sedimentation tank is One end is connected with a second buffer structure for sewage discharge. There are multiple sets of buffers for slowing down the flow of sewage in the sedimentation tank. Each set of buffers consists of a long plate with a rectangular structure and two short plates with a rectangular structure. The first buffer structure is formed by a first buffer channel and a second buffer channel. The water inlet communicates with the interior of the sedimentation tank through the first buffer channel and the second buffer channel respectively. The second buffer structure includes the third buffer channel and the fourth buffer channel, which are used to settle the suspended matter contained in the sewage. In the sedimentation process, the residence time of the sewage in the sedimentation tank is increased by reducing the flow rate of the sewage, and the suspended matter in the sewage is strengthened. precipitation effect.
Description
技术领域technical field
本实用新型涉及污水的沉淀处理领域,特别是涉及一种高效环保的污水沉淀池。The utility model relates to the field of sedimentation treatment of sewage, in particular to an efficient and environment-friendly sewage sedimentation tank.
背景技术Background technique
污水在处理的过程中需要针对污水中含有的悬浮物进行沉淀处理,对于污水的沉淀处理主要借助沉淀池完成,沉淀池分别连接有进水口和出水口,现有的污水沉淀方式多为污水经过进水口直接沉淀池然后经沉淀池沉淀处理后直接由出水口排出,在处理过程中,当污水量较多时经进水口进入沉淀池会将污水池底部的沉淀物卷起同时使沉淀池内污水的波动较大,降低沉淀效果,同时大量的污水经出水口快速排出沉淀池时仍会使沉淀池内污水出现较大的波动,影响对污水的沉淀效果。In the process of sewage treatment, it is necessary to carry out sedimentation treatment for the suspended solids contained in the sewage. The sedimentation treatment of sewage is mainly completed by means of sedimentation tanks. The sedimentation tanks are respectively connected with water inlets and water outlets. The water inlet goes directly to the sedimentation tank, and then it is directly discharged from the outlet after the sedimentation treatment in the sedimentation tank. Large fluctuations will reduce the sedimentation effect. At the same time, when a large amount of sewage is quickly discharged from the sedimentation tank through the water outlet, the sewage in the sedimentation tank will still fluctuate greatly, which will affect the sedimentation effect of the sewage.
实用新型内容Utility model content
针对上述情况,为克服现有技术之缺陷,本实用新型提供一种高效环保的污水沉淀池,用于对污水含有的悬浮物进行沉淀处理,在沉淀处理中通过降低污水的流速增加污水在沉淀池中的停留时间,加强污水中悬浮物的沉淀效果。In view of the above situation, in order to overcome the defects of the prior art, the utility model provides an efficient and environmentally friendly sewage sedimentation tank, which is used for sedimentation treatment of suspended solids contained in sewage. The residence time in the pool can strengthen the sedimentation effect of suspended solids in sewage.
其技术方案是,高效环保的污水沉淀池,包括沉淀池,所述沉淀池的内部形成长方体结构的腔体,所述沉淀池一端连接有进水口,所述进水口通过减缓污水流速的第一缓冲结构与所述沉淀池进行连通,所述沉淀池另一端连接有用于污水排出的第二缓冲结构,所述沉淀池的内部设有多组用于减缓污水流速的缓冲部,各组缓冲部均由一矩形结构的长板和两个矩形结构的短板组成,所述第一缓冲结构包括第一缓冲通道和第二缓冲通道形成,所述第二缓冲通道竖直设置在所述沉淀池的内部且其宽度与所述沉淀池的宽度相同,所述进水口分别经过所述第一缓冲通道、第二缓冲通道与所述沉淀池的内部连通实现对通过所述进水口的污水进行逐层缓冲实现降低污水流速的结构,所述第二缓冲结构包括第三缓冲通道和第四缓冲通道,所述第三缓冲通道与所述第四缓冲通道均为倾斜设置的长方体结构。The technical solution is that the efficient and environment-friendly sewage sedimentation tank includes a sedimentation tank, the inside of which is a cuboid structure cavity, and one end of the sedimentation tank is connected with a water inlet, and the water inlet passes through the first water inlet that slows down the flow rate of sewage. The buffer structure is communicated with the sedimentation tank, and the other end of the sedimentation tank is connected with a second buffer structure for sewage discharge. The inside of the sedimentation tank is provided with multiple sets of buffers for slowing down the flow rate of sewage. Each set of buffers Both consist of a long plate with a rectangular structure and two short plates with a rectangular structure. The first buffer structure includes a first buffer channel and a second buffer channel. The second buffer channel is vertically arranged in the sedimentation tank. and its width is the same as the width of the sedimentation tank, the water inlet communicates with the interior of the sedimentation tank through the first buffer channel and the second buffer channel to realize the step-by-step process of sewage passing through the water inlet Layer buffering realizes the structure of reducing the flow rate of sewage, and the second buffer structure includes a third buffer channel and a fourth buffer channel, both of which are obliquely arranged cuboid structures.
更进一步地,所述长板的两端与所述沉淀池的内壁形成等距的间隙,两个所述短板的一端与所述沉淀池的内壁进行连接,两个所述短板之间留有间隙,各所述缓冲部在所述沉淀池的内部均匀分布使所述沉淀池的内部形成迷宫式结构,各所述长板和各所述短板的自由端均形成弧形结构。Further, the two ends of the long plate form an equidistant gap with the inner wall of the sedimentation tank, one end of the two short plates is connected with the inner wall of the sedimentation tank, and the gap between the two short plates is With gaps left, each buffer portion is evenly distributed inside the sedimentation tank so that the inside of the sedimentation tank forms a labyrinth structure, and the free ends of each long plate and each short plate form an arc structure.
更进一步地,所述第三缓冲通道在水平方向上的倾斜程度小于所述第四缓冲通道在水平方向上的倾斜程度,所述第三缓冲通道与所述第四缓冲通道之间通过一水平设置的长方体结构的过渡管道进行连通。Furthermore, the degree of inclination of the third buffer channel in the horizontal direction is smaller than the degree of inclination of the fourth buffer channel in the horizontal direction, and a horizontal The transition pipes of the set cuboid structure are connected.
更进一步地,所述第三缓冲通道与所述过渡管道以及所述过渡管道和所述第四缓冲通道之间的连接处形成弧形结构。Furthermore, the junctions between the third buffer channel and the transition duct and between the transition duct and the fourth buffer channel form an arc structure.
更进一步地,所述第二缓冲通道的高度不小于所述沉淀池高度的三分之二,所述第一缓冲通道与所述第二缓冲通道之间的连接处形成弧形结构。Furthermore, the height of the second buffer channel is not less than two-thirds of the height of the sedimentation tank, and the connection between the first buffer channel and the second buffer channel forms an arc structure.
本实用新型的技术效果是各组缓冲部在所述沉淀池内部形成迷宫式结构,有效延长了污水在所述沉淀池的流通路径,增加了污水在沉淀池内的停留时间,加强了污水的沉淀效果,污水由所述进水口进入沉淀池的过程中经过所述第一缓冲结构,有效拓宽了污水进入所述沉淀池的水道,使污水可以平稳的进入所述沉淀池内部,进一步加强了污水的沉淀效果,经过沉淀处理的污水经由所述第二缓冲结构进入下一处理工序,所述第二缓冲结构保证了污水的平稳流出,减少沉淀池内污水的波动,有效防止沉淀池内的沉淀物被卷起。The technical effect of the utility model is that each group of buffer parts forms a labyrinth structure inside the sedimentation tank, which effectively prolongs the circulation path of sewage in the sedimentation tank, increases the residence time of sewage in the sedimentation tank, and strengthens the sedimentation of sewage As a result, when the sewage enters the sedimentation tank from the water inlet, it passes through the first buffer structure, which effectively widens the waterway for the sewage to enter the sedimentation tank, so that the sewage can enter the sedimentation tank smoothly, further strengthening the sewage The sedimentation effect, the sewage after sedimentation treatment enters the next treatment process through the second buffer structure, the second buffer structure ensures the smooth outflow of sewage, reduces the fluctuation of sewage in the sedimentation tank, and effectively prevents the sediment in the sedimentation tank from being rolled up.
附图说明Description of drawings
图1是本实用新型的俯视图。Fig. 1 is a top view of the utility model.
图2是本实用新型的正视图。Fig. 2 is a front view of the utility model.
图3是图1中A部分的放大图。Fig. 3 is an enlarged view of part A in Fig. 1 .
具体实施方式Detailed ways
以下结合说明书附图,对具体实施方式做进一步详细说明。The specific implementation will be described in further detail below in conjunction with the accompanying drawings.
缓冲部:各所述长板和各所述短板的底面均与所述沉淀池的底面进行固定连接,各所述长板与所述沉淀池侧壁之间的距离不大于所述沉淀池宽度的三分之一,各组缓冲部两个短板之间的距离同样不大于所述沉淀池宽度的三分之一,各所述长板与各所述短板的高度均与所述沉淀池内部的高度一致,污水在进入所述沉淀池后,所述缓冲部可以有效延长污水在沉淀池内的流通路径,进而延长污水在所述沉淀池内的停留时间,提高污水在所述沉淀池内部的沉淀效果,同时所述缓冲部可以进一步降低污水在所述沉淀池内部的流速,延长污水在所述沉淀池停留时间的同时可以使所述沉淀池内部的污水减少波动,防止沉淀池底部沉淀物被水流卷起,进一步加强沉淀的效果。Buffer part: the bottom surface of each of the long boards and the short boards is fixedly connected to the bottom of the sedimentation tank, and the distance between each of the long boards and the side wall of the sedimentation tank is not greater than that of the sedimentation tank One-third of the width, the distance between the two short plates of each group of buffer parts is also not greater than one-third of the width of the sedimentation tank, and the heights of each of the long plates and each of the short plates are equal to the height of the The height inside the sedimentation tank is the same. After the sewage enters the sedimentation tank, the buffer part can effectively extend the circulation path of the sewage in the sedimentation tank, thereby prolonging the residence time of the sewage in the sedimentation tank and improving the flow rate of the sewage in the sedimentation tank. The internal sedimentation effect, at the same time, the buffer part can further reduce the flow velocity of the sewage inside the sedimentation tank, prolong the residence time of the sewage in the sedimentation tank, and at the same time reduce the fluctuation of the sewage inside the sedimentation tank, preventing the bottom of the sedimentation tank from The sediment is rolled up by the water flow, further enhancing the sedimentation effect.
第一缓冲结构:所述第一缓冲通道的包括与所述进水口连通的较小开口端和与所述第二缓冲通道连通的较大开口端,所述第一缓冲通道用于将污水的水道由所述较窄的进水口的宽度逐渐拓宽至与所述沉淀池等宽的第二缓冲通道的宽度,实现污水由所述进水口进入所述沉淀池过程中水流速度逐渐递减的功能,所述第二缓冲通道位于所述沉淀池的一端在所述沉淀池的内部与所述沉淀池的侧边进行贴合,所述第一缓冲通道的两端部可以是宽度不同的长条椭圆状结构,所述进水口和所述第二缓冲通道端部的形状与所述第一缓冲通道端部相适配,所述第二缓冲通道与所述沉淀池的底面垂直且与所述沉淀池的一侧面接触,污水经所述进水口至所述第一缓冲通道和所述第二缓冲通道水道逐渐拓宽,实现水流速度的逐渐减小。First buffer structure: the first buffer channel includes a smaller opening end communicating with the water inlet and a larger opening end communicating with the second buffer channel, and the first buffer channel is used to transfer sewage The water channel is gradually widened from the width of the narrower water inlet to the width of the second buffer channel equal to the width of the sedimentation tank, so as to realize the function that the water flow velocity gradually decreases when the sewage enters the sedimentation tank from the water inlet. The second buffer channel is located at one end of the sedimentation tank and is attached to the side of the sedimentation tank inside the sedimentation tank, and the two ends of the first buffer channel can be elongated ellipses with different widths shape structure, the shape of the water inlet and the end of the second buffer channel is adapted to the end of the first buffer channel, and the second buffer channel is perpendicular to the bottom surface of the sedimentation tank and connected to the sedimentation tank One side of the pool is in contact, and the water channel of the sewage through the water inlet to the first buffer channel and the second buffer channel is gradually widened, so that the water flow velocity is gradually reduced.
第二缓冲结构:所述第三缓冲通道和所述沉淀池的连接的侧面与所述第二缓冲通道与所述沉淀池连接的侧面相对,各组所述缓冲部位于第一缓冲结构与第二缓冲结构之间,所述第三缓冲通道与水平面接近平行,所述第三缓冲通道与水平面的夹角不大于30度,所述第四缓冲通道与水平面的夹角在30—60度之间,所述第三缓冲通道与所述沉淀池的连接位置接近所述沉淀池的底端,污水经所述第四缓冲通道进入下一个处理工序。Second buffer structure: the side connecting the third buffer channel and the sedimentation tank is opposite to the side where the second buffer channel is connected to the sedimentation tank, and each group of buffer parts is located between the first buffer structure and the second buffer structure Between the two buffer structures, the third buffer channel is nearly parallel to the horizontal plane, the angle between the third buffer channel and the horizontal plane is not more than 30 degrees, and the angle between the fourth buffer channel and the horizontal plane is between 30-60 degrees Between, the connection position between the third buffer channel and the sedimentation tank is close to the bottom of the sedimentation tank, and the sewage enters the next treatment process through the fourth buffer channel.
本实用新型的技术效果是各组缓冲部在所述沉淀池内部形成迷宫式结构,有效延长了污水在所述沉淀池的流通路径,增加了污水在沉淀池内的停留时间,加强了污水的沉淀效果,污水由所述进水口进入沉淀池的过程中经过所述第一缓冲结构,有效拓宽了污水进入所述沉淀池的水道,使污水可以平稳的进入所述沉淀池内部,进一步加强了污水的沉淀效果,经过沉淀处理的污水经由所述第二缓冲结构进入下一处理工序,所述第二缓冲结构保证了污水的平稳流出,减少沉淀池内污水的波动,有效防止沉淀池内的沉淀物被卷起。The technical effect of the utility model is that each group of buffer parts forms a labyrinth structure inside the sedimentation tank, which effectively prolongs the circulation path of sewage in the sedimentation tank, increases the residence time of sewage in the sedimentation tank, and strengthens the sedimentation of sewage As a result, when the sewage enters the sedimentation tank from the water inlet, it passes through the first buffer structure, which effectively widens the waterway for the sewage to enter the sedimentation tank, so that the sewage can enter the sedimentation tank smoothly, further strengthening the sewage The sedimentation effect, the sewage after sedimentation treatment enters the next treatment process through the second buffer structure, the second buffer structure ensures the smooth outflow of sewage, reduces the fluctuation of sewage in the sedimentation tank, and effectively prevents the sediment in the sedimentation tank from being rolled up.
以上通过具体实施方式和实施例对本发明进行了详细的说明,但这些并非构成对本发明的限制。在不脱离本发明原理的情况下,本领域的技术人员还可做出许多变形和改进,这些也应视为本发明的保护范围。The present invention has been described in detail through specific implementations and examples above, but these are not intended to limit the present invention. Without departing from the principle of the present invention, those skilled in the art can also make many modifications and improvements, which should also be regarded as the protection scope of the present invention.
Claims (5)
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| CN201820444577.5U CN208145534U (en) | 2018-03-31 | 2018-03-31 | The detention tank of high-efficiency environment friendly |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114212920A (en) * | 2022-02-21 | 2022-03-22 | 江苏道蓬科技有限公司 | Waste water treatment device for graphite heat exchanger production |
| CN117923596A (en) * | 2023-12-15 | 2024-04-26 | 清华大学 | An open sewage treatment system |
| CN119612860A (en) * | 2024-12-31 | 2025-03-14 | 青岛海水淡化有限公司 | A mineralized filter for producing water with low turbidity |
-
2018
- 2018-03-31 CN CN201820444577.5U patent/CN208145534U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114212920A (en) * | 2022-02-21 | 2022-03-22 | 江苏道蓬科技有限公司 | Waste water treatment device for graphite heat exchanger production |
| CN117923596A (en) * | 2023-12-15 | 2024-04-26 | 清华大学 | An open sewage treatment system |
| CN119612860A (en) * | 2024-12-31 | 2025-03-14 | 青岛海水淡化有限公司 | A mineralized filter for producing water with low turbidity |
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