CN204661530U - Mud-water separation tank - Google Patents
Mud-water separation tank Download PDFInfo
- Publication number
- CN204661530U CN204661530U CN201520321018.1U CN201520321018U CN204661530U CN 204661530 U CN204661530 U CN 204661530U CN 201520321018 U CN201520321018 U CN 201520321018U CN 204661530 U CN204661530 U CN 204661530U
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- mud
- liquid level
- suction
- inner cavity
- water separation
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 38
- 238000000926 separation method Methods 0.000 title claims abstract description 23
- 239000007788 liquid Substances 0.000 claims description 27
- 238000012806 monitoring device Methods 0.000 claims description 13
- 238000001914 filtration Methods 0.000 claims description 2
- 238000012544 monitoring process Methods 0.000 claims description 2
- 238000001514 detection method Methods 0.000 claims 1
- 239000012752 auxiliary agent Substances 0.000 abstract 1
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 4
- 235000011941 Tilia x europaea Nutrition 0.000 description 4
- 239000004571 lime Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 238000005189 flocculation Methods 0.000 description 2
- 230000016615 flocculation Effects 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 230000032258 transport Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 238000013517 stratification Methods 0.000 description 1
Landscapes
- Treatment Of Sludge (AREA)
Abstract
本实用新型公开了一种泥水分离罐,包括主罐体,主罐体内带有内腔,主罐体内腔上部设置有多个过滤吸水端,过滤吸水端带有网格支架和滤布,多个过滤吸水端并联于吸水管上,吸水管配置有吸水泵;主罐体上端设置有螺旋环绕的盘管,盘管的外端与泥浆输送管导通,主罐体内固定设置有与盘管内端连接的下行管道,下行管道的末端朝向内腔开口,泥浆输送管中固定设置有螺旋输送带,主罐体的下端带有排泥出口,泥浆输送管与泥浆搅拌罐连接,泥浆搅拌罐配置有自动定量送料装置用于输送助剂。该泥水分离罐能够自动持续对泥浆进行泥水分离,其泥水分离效率更高,操作更加方便,所需人工极少。
The utility model discloses a mud-water separation tank, which comprises a main tank body with an inner cavity, and a plurality of filter suction ends are arranged on the upper part of the main tank cavity, and the filter suction ends are equipped with grid brackets and filter cloths. A filter suction end is connected in parallel to the suction pipe, and the suction pipe is equipped with a suction pump; the upper end of the main tank is provided with a spiral coil, and the outer end of the coil is connected to the mud delivery pipe. The end of the downpipe is connected to the end of the downpipe. The end of the downpipe is facing the opening of the inner cavity. The screw conveyor belt is fixed in the mud delivery pipe. The lower end of the main tank has a mud discharge outlet. The mud delivery pipe is connected with the mud mixing tank. There is an automatic quantitative feeding device for the delivery of auxiliary agents. The mud-water separation tank can automatically and continuously separate the mud from the mud, the mud-water separation efficiency is higher, the operation is more convenient, and the labor required is minimal.
Description
技术领域 technical field
本实用新型涉及一种可将泥水进行分离处理的泥水分离罐。本实用新型还涉及一种采用上述泥水分离罐进行泥浆泥水分离的方法。 The utility model relates to a mud-water separation tank capable of separating mud water. The utility model also relates to a method for separating mud and water by using the mud-water separation tank.
背景技术 Background technique
传统泥浆分离系统一般包括絮凝池、泥浆压滤装置和排水装置,其中泥浆进入絮凝池后需要人工投入絮凝剂和石灰等,由于絮凝剂和石灰与泥浆的混合需要较为均匀才能够达到理想的泥水分离分层效果,但是人工搅拌混合基本达不到均匀混合的要求。 The traditional mud separation system generally includes a flocculation tank, a mud filter press device and a drainage device. After the mud enters the flocculation tank, flocculant and lime need to be manually added. Because the mixing of the flocculant and lime with the mud needs to be relatively uniform to achieve the ideal muddy water Separation and stratification effect, but manual stirring and mixing basically cannot meet the requirements of uniform mixing.
实用新型内容 Utility model content
鉴于背景技术存在的不足,本实用新型所要解决的技术问题是提供一种能够更好地实现泥水分离的泥水分离罐。 In view of the deficiencies in the background technology, the technical problem to be solved by the utility model is to provide a mud-water separation tank that can better realize mud-water separation.
本实用新型是采取如下技术方案来完成的:泥水分离罐,包括主罐体,主罐体内带有内腔,所述主罐体内腔上部设置有多个过滤吸水端,过滤吸水端带有网格支架和滤布,多个过滤吸水端并联于吸水管上,吸水管配置有吸水泵;所述主罐体上端设置有螺旋环绕的盘管,所述盘管的外端与泥浆输送管导通,所述主罐体内固定设置有与盘管内端连接的下行管道,下行管道的末端朝向内腔开口,所述泥浆输送管中固定设置有螺旋输送带,螺旋输送带的外端配置有泥浆输送泵,所述主罐体的下端带有排泥出口。 The utility model is completed by adopting the following technical scheme: the mud-water separation tank includes a main tank body with an inner cavity, and the upper part of the inner cavity of the main tank is provided with a plurality of filter suction ends, and the filter suction end is equipped with a net Grid support and filter cloth, multiple filter suction ends are connected in parallel on the suction pipe, and the suction pipe is equipped with a suction pump; the upper end of the main tank is provided with a spiral coil, and the outer end of the coil is connected to the mud delivery pipe. Generally, the main tank is fixedly provided with a downpipe connected to the inner end of the coil, and the end of the downpipe opens toward the inner cavity, and a screw conveyor belt is fixedly set in the mud delivery pipe, and the outer end of the screw conveyor belt is equipped with a mud A delivery pump, the lower end of the main tank has a mud discharge outlet.
本实用新型提供的泥水分离罐具有以下优点:1、螺旋盘管和泥浆输送管中的螺旋输送带使泥浆与絮凝剂等的均匀混合效果更好,主要体现在混合管道的增长,以及混合通道变化;2、采用罐体分离泥浆能够方便定量输入泥浆、输出水和泥,提高了泥水分离的效率,可增加分离后的水的排出量;3、吸水管上配置了具有过滤功能的过滤吸水端,使排出的水更干净,可不经沉淀等处理即可使用。 The mud-water separation tank provided by the utility model has the following advantages: 1. The spiral conveyor belt in the spiral coil pipe and the mud conveying pipe makes the uniform mixing effect of the mud and flocculant better, which is mainly reflected in the growth of the mixing pipeline and the mixing channel 2. The use of tanks to separate mud can facilitate the quantitative input of mud, output of water and mud, improve the efficiency of mud-water separation, and increase the discharge of separated water; 3. The suction pipe is equipped with a filter suction with filtering function end, so that the discharged water is cleaner and can be used without sedimentation and other treatment.
附图说明 Description of drawings
本实用新型有如下附图: The utility model has following drawings:
图1本实用新型提供的泥水分离罐的结构剖视示意图。 Fig. 1 is a schematic cross-sectional view of the structure of the mud-water separation tank provided by the utility model.
具体实施方式 Detailed ways
附图表示了本实用新型的技术方案及其实施例,下面再结合附图进一步描述其实施例的各有关细节及其工作原理。 The accompanying drawings show the technical solution of the utility model and its embodiments, and the details and working principles of the embodiments will be further described below in conjunction with the accompanying drawings.
参照图1所示,本实用新型提供的泥水分离罐,包括主罐体1,主罐体1内带有内腔,所述主罐体1内腔上部设置有多个过滤吸水端2,过滤吸水端2带有网格支架3和滤布4,多个过滤吸水端2并联于吸水管5上,吸水管5配置有吸水泵6;所述主罐体1上端设置有螺旋环绕的盘管7,所述盘管7的外端与泥浆输送管8导通,所述主罐体1内固定设置有与盘管7内端连接的下行管道9,盘管7由外而内环绕并在主罐体1上端中心向下与下行管道9连接,下行管道9的末端朝向内腔开口,下行管道9的开口端设置有喇叭形出口13,过滤吸水端2处于喇叭形出口13的上方,所述泥浆输送管8中固定设置有螺旋输送带10,螺旋输送带10的外端配置有泥浆输送泵11,所述主罐体的下端带有排泥出口12。 With reference to shown in Fig. 1, the mud-water separation tank that the utility model provides, comprises main tank body 1, has inner cavity in the main tank body 1, and a plurality of filter water suction ends 2 are arranged on the upper part of described main tank body 1 inner cavity, filters The water suction end 2 is equipped with a grid support 3 and a filter cloth 4, and a plurality of filter water suction ends 2 are connected in parallel on the water suction pipe 5, and the water suction pipe 5 is equipped with a water suction pump 6; the upper end of the main tank body 1 is provided with a spiral coil 7. The outer end of the coil pipe 7 is in communication with the mud delivery pipe 8, and the main tank body 1 is fixedly provided with a descending pipe 9 connected to the inner end of the coil pipe 7, and the coil pipe 7 surrounds from the outside to the inside and The center of the upper end of the main tank body 1 is connected downwards with the descending pipe 9, the end of the descending pipe 9 opens toward the inner cavity, the opening end of the descending pipe 9 is provided with a trumpet-shaped outlet 13, and the filter suction end 2 is above the trumpet-shaped outlet 13, so A screw conveyor belt 10 is fixedly arranged in the mud delivery pipe 8 , a mud delivery pump 11 is arranged at the outer end of the screw conveyor belt 10 , and a mud discharge outlet 12 is provided at the lower end of the main tank.
参照图1所示,为了使泥水分离罐的工作更加自动化,所述内腔内设置有液位监测装置14,液位监测装置14处于过滤吸水端上方,液位检测装置14与所述泥浆输送泵11的控制装置连接,控制装置一般为PLC等,所述主罐体1内腔内泥浆的液位低于液位监测装置14的临界液位时,所述泥浆输送泵11持续工作输送泥浆,所述内腔内泥浆的液位高于或等于液位监测装置14的监测液位时,所述泥浆输送泵11停止工作并不再输送泥浆。通过液位监测装置14可以使泥浆的注入更加有针对性,有利于实现水、泥的排出与泥浆的注入实现平衡,有利于提高工作效率。 With reference to shown in Figure 1, in order to make the work of mud-water separation tank more automatic, liquid level monitoring device 14 is provided with in the described inner cavity, and liquid level monitoring device 14 is above the filter suction end, and liquid level detecting device 14 is conveyed with described mud. The control device of the pump 11 is connected, and the control device is generally PLC, etc. When the liquid level of the mud in the inner cavity of the main tank 1 is lower than the critical liquid level of the liquid level monitoring device 14, the mud delivery pump 11 continues to work to transport the mud When the liquid level of the mud in the inner cavity is higher than or equal to the monitoring liquid level of the liquid level monitoring device 14, the mud delivery pump 11 stops working and no longer transports mud. Through the liquid level monitoring device 14, the injection of mud can be more targeted, which is beneficial to achieve a balance between the discharge of water and mud and the injection of mud, and is conducive to improving work efficiency.
本实用新型还提供了一种采用泥水分离罐进行泥浆泥水分离的方法,包括A、将混合有絮凝剂和石灰的泥浆通过泥浆输送管8采用泥浆输送泵11输送到螺旋输送带10处,泥浆在螺旋输送带10中缓慢流动;B、泥浆由泥浆输送管8输送到所述盘管7中,泥浆在所述盘管7中绕行直至到达下行管道9的喇叭形出口13并排入主罐体1内腔;C、所述泥浆进入主罐体1内腔后在絮凝剂和石灰的作用下,泥浆出现上下分层,上层为水下层为泥上层的水通过过滤吸水端2过滤并吸入吸水管5中排出,所述下层的泥通过排泥出口12向外排出。 The utility model also provides a method for separating mud and water by using a mud-water separation tank, including A, transporting the mud mixed with flocculant and lime to the screw conveyor belt 10 through the mud delivery pipe 8 and using the mud delivery pump 11, and the mud Flow slowly in the screw conveyor belt 10; B, mud is transported in the coiled pipe 7 by the mud conveying pipe 8, and the mud detours in the coiled pipe 7 until it reaches the trumpet-shaped outlet 13 of the downpipe 9 and is discharged into the main tank Body 1 cavity; C. After the mud enters the main tank body 1 cavity, under the action of flocculant and lime, the mud appears up and down, the upper layer is the underwater layer, and the water in the upper layer of mud is filtered and sucked through the filter suction end 2 The mud in the lower layer is discharged through the mud discharge outlet 12.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520321018.1U CN204661530U (en) | 2015-05-19 | 2015-05-19 | Mud-water separation tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520321018.1U CN204661530U (en) | 2015-05-19 | 2015-05-19 | Mud-water separation tank |
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| Publication Number | Publication Date |
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| CN204661530U true CN204661530U (en) | 2015-09-23 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520321018.1U Expired - Fee Related CN204661530U (en) | 2015-05-19 | 2015-05-19 | Mud-water separation tank |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104961322A (en) * | 2015-05-19 | 2015-10-07 | 温州大学 | Mud-water separation device and slurry mud-water separation method |
| CN105645707A (en) * | 2016-03-04 | 2016-06-08 | 温州大学 | Slurry-water solidification and separation tank |
| CN105645708A (en) * | 2016-03-04 | 2016-06-08 | 温州大学 | Slurry-water separation and solidification device |
-
2015
- 2015-05-19 CN CN201520321018.1U patent/CN204661530U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104961322A (en) * | 2015-05-19 | 2015-10-07 | 温州大学 | Mud-water separation device and slurry mud-water separation method |
| CN105645707A (en) * | 2016-03-04 | 2016-06-08 | 温州大学 | Slurry-water solidification and separation tank |
| CN105645708A (en) * | 2016-03-04 | 2016-06-08 | 温州大学 | Slurry-water separation and solidification device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150923 Termination date: 20170519 |
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| CF01 | Termination of patent right due to non-payment of annual fee |