CN204417213U - anaerobic pulse water distribution device - Google Patents
anaerobic pulse water distribution device Download PDFInfo
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- CN204417213U CN204417213U CN201420849114.9U CN201420849114U CN204417213U CN 204417213 U CN204417213 U CN 204417213U CN 201420849114 U CN201420849114 U CN 201420849114U CN 204417213 U CN204417213 U CN 204417213U
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Abstract
本实用新型涉及一种厌氧脉冲布水装置。本实用新型就是提供一种结构简单,土建施工容易,布水不均匀,塞布水管不易堵塞的厌氧脉冲布水装置。本实用新型包括布水器、布水渠、总布水管,布水器上设置布水器进水管、泄空管,布水器内部设置带破虹吸管的虹吸桶,总布水管两端分别设置在虹吸桶、布水渠内,其结构要点在于布水渠包括一个进水槽和四个配水槽,配水槽内分别设置有厌氧布水管,布水器内底面与厌氧布水管上端等高,配水槽上部设置有可调节过水堰。
The utility model relates to an anaerobic pulse water distribution device. The utility model is to provide an anaerobic pulse water distribution device with simple structure, easy civil construction, uneven water distribution, and difficult blockage of plug water pipes. The utility model includes a water distributor, a water distribution channel, and a general water distribution pipe. The water distributor is provided with a water inlet pipe and a drain pipe, and a siphon barrel with a broken siphon is arranged inside the water distributor. The two ends of the general water distribution pipe are respectively arranged on In the siphon bucket and water distribution channel, the main structure of the water distribution channel is that the water distribution channel includes a water inlet tank and four water distribution tanks. Anaerobic water distribution pipes are respectively arranged in the water distribution tanks. The inner bottom surface of the water distributor is equal to the upper end of the anaerobic water distribution pipe. The upper part is provided with an adjustable weir.
Description
技术领域 technical field
本实用新型涉及一种厌氧脉冲布水装置。 The utility model relates to an anaerobic pulse water distribution device.
背景技术 Background technique
现有的UASB反应器较多采用间歇式(脉冲式)布水,即一管一孔的槽式布水。该种布水方式采用的结构包括由一座脉冲布水器和一座布水渠组成,由一根虹吸总布水管把虹吸桶中的水布到布水渠的各个布水槽中,再由各个布水槽中的高出池面的布水管进入UASB反应器中。主要有以下缺点:1、由于土建部分很难达到技术要求,而达不到均匀布水,造成布水不均的现象。2、采用该结构存在浮渣积累易堵塞布水管的现象。 Most of the existing UASB reactors adopt intermittent (pulse) water distribution, that is, a trough water distribution with one tube and one hole. The structure adopted in this water distribution method includes a pulse water distributor and a water distribution channel. A siphon main water distribution pipe distributes the water in the siphon bucket to each water distribution channel of the water distribution channel, and then distributes the water in each water distribution channel. The water distribution pipe above the pool surface enters the UASB reactor. The main disadvantages are as follows: 1. Because the civil engineering part is difficult to meet the technical requirements, it cannot achieve uniform water distribution, resulting in uneven water distribution. 2. With this structure, there is a phenomenon that scum accumulates and easily blocks the water distribution pipe.
发明内容 Contents of the invention
本实用新型就是针对上述问题,提供一种结构简单,土建施工容易,布水不均匀,塞布水管不易堵塞的厌氧脉冲布水装置。 The utility model aims at the above problems, and provides an anaerobic pulse water distribution device with simple structure, easy civil construction, uneven water distribution, and difficult blockage of plug water pipes.
为实现上述目的,本实用新型采用如下方案,本实用新型包括布水器、布水渠、总布水管,布水器上设置布水器进水管、泄空管,布水器内部设置带破虹吸管的虹吸桶,总布水管两端分别设置在虹吸桶、布水渠内,其结构要点在于布水渠包括一个进水槽和四个配水槽,配水槽内分别设置有厌氧布水管,布水器内底面与厌氧布水管上端等高,配水槽上部设置有可调节过水堰。 In order to achieve the above purpose, the utility model adopts the following scheme. The utility model includes a water distributor, a water distribution channel, and a general water distribution pipe. The two ends of the main water distribution pipe are respectively arranged in the siphon bucket and the water distribution channel. The key point of the structure is that the water distribution channel includes a water inlet tank and four water distribution tanks. The bottom surface is at the same height as the upper end of the anaerobic distribution pipe, and the upper part of the water distribution tank is provided with an adjustable weir.
实用新型有益效果 Beneficial effects of utility model
本实用新型是在现有布水装置上加以改进,保证脉冲布式水器的底部高度与厌氧布水管上端等高,不足部分混凝土充填;脉冲布水器的虹吸桶使用现有高度和宽度,只是把深度增长到脉冲布水器深度的三分之二;将原有布水渠由一管一格的布水方式改进为每个布水渠分成一个进水槽和四个配水槽,并在每个配水槽的混凝土格断上预埋钢板,用来固定可调型过水堰,通过螺栓调节过水堰的高度。采用上述方案,既解决了因虹吸量小而引起的浮渣积累,也解决了因土建施工造成布水不均的现象,具有以下优点: The utility model is an improvement on the existing water distribution device to ensure that the bottom height of the pulse water distribution device is equal to the upper end of the anaerobic water distribution pipe, and the insufficient part is filled with concrete; the siphon bucket of the pulse water distribution device uses the existing height and width , just increase the depth to two-thirds of the depth of the pulse water distributor; improve the original water distribution canal from one tube and one grid water distribution method to each water distribution canal is divided into one water inlet tank and four water distribution tanks, and in each The concrete grid of each water distribution tank is pre-embedded with steel plates to fix the adjustable weir, and the height of the weir is adjusted by bolts. The above scheme not only solves the accumulation of scum caused by the small amount of siphon, but also solves the phenomenon of uneven water distribution caused by civil construction, and has the following advantages:
1、解决了因水头而引起的近进水管端布水量大、远进水管端布水量小的布水量不均匀问题,保证了每个布水管的布水量相同,布水更均匀; 1. Solve the problem of uneven water distribution caused by the water head, which is caused by the large water distribution near the inlet pipe end and the small water distribution at the far inlet pipe end, ensuring that the water distribution of each water distribution pipe is the same and the water distribution is more uniform;
2、虹吸量没有大量的浪费,保证厌氧的水力搅拌强度; 2. There is no large waste of siphon volume, ensuring anaerobic hydraulic stirring intensity;
3、增加可调型过水堰,减小土建的施工技术要求,从而降低施工难度。 3. Increase the adjustable weir to reduce the construction technical requirements of civil works, thereby reducing the difficulty of construction.
附图说明 Description of drawings
图1是本实用新型的结构示意图。 Figure 1 is a schematic structural view of the utility model.
图2是布水渠的俯视图。 Figure 2 is a top view of the distribution channel.
具体实施方式 Detailed ways
本实用新型包括布水器2、布水渠10、总布水管6,布水器2上设置布水器进水管1、泄空管3,布水器2内部设置带破虹吸管4的虹吸桶5,总布水管6两端分别设置在虹吸桶5和布水渠10内,布水渠10包括一个进水槽12和四个配水槽11,配水槽11内分别设置有厌氧布水管7,厌氧布水管7安装在配水槽11内高于配水槽11底部的预埋管8里,布水器2内底面与厌氧布水管7上端等高,配水槽11上部设置有可调节过水堰9。可调节过水堰9通过其上的长孔和配水槽11上壁预埋的螺栓安装在配水槽11上。 The utility model includes a water distributor 2, a water distribution channel 10, and a general water distribution pipe 6. The water distributor 2 is provided with a water distributor water inlet pipe 1 and an empty pipe 3. The water distributor 2 is provided with a siphon barrel 5 with a broken siphon tube 4. , the two ends of the total water distribution pipe 6 are respectively arranged in the siphon barrel 5 and the water distribution channel 10, the water distribution channel 10 includes a water inlet tank 12 and four water distribution tanks 11, and the anaerobic water distribution pipe 7 and the anaerobic water distribution channel are respectively arranged in the water distribution tanks 11 7 is installed in the pre-embedded pipe 8 li higher than the bottom of the water distribution tank 11 in the water distribution tank 11, the inner bottom surface of the water distributor 2 is equal to the upper end of the anaerobic water distribution pipe 7, and the top of the water distribution tank 11 is provided with an adjustable weir 9. The adjustable water weir 9 is installed on the water distribution tank 11 through the long holes on it and the bolts embedded in the upper wall of the water distribution tank 11 .
使用时,前端水通过布水器进水管1进入脉冲布水器2,当布水器2内液面高于虹吸桶5内的总部水管6顶端时开始向布水渠10内布水,当进水槽12内的水位高过可调节过水堰9时,同时向四个配水槽11配水,当配水槽11内水位升至厌氧布水管7上端时开始对厌氧布水管7进行布水;当布水器2内液面低于破虹吸管4底端时,一个脉冲布水周期结束。当布水器2维修或清理时,通过泄空管3将布水器2内部水泄空至厌氧池内,即可进行操作。 When in use, the front-end water enters the pulse water distributor 2 through the water distributor inlet pipe 1. When the liquid level in the water distributor 2 is higher than the top of the headquarters water pipe 6 in the siphon bucket 5, it begins to distribute water into the water distribution channel 10. When the water level in the water tank 12 is higher than the adjustable weir 9, distribute water to the four water distribution tanks 11 at the same time, and when the water level in the water distribution tank 11 rises to the upper end of the anaerobic water distribution pipe 7, the anaerobic water distribution pipe 7 begins to distribute water; When the liquid level in the water distributor 2 was lower than the bottom of the broken siphon 4, a pulse water distribution cycle ended. When the water distributor 2 is being maintained or cleaned, the water inside the water distributor 2 is drained into the anaerobic tank through the emptying pipe 3, and then the operation can be performed.
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CN201420849114.9U CN204417213U (en) | 2014-12-29 | 2014-12-29 | anaerobic pulse water distribution device |
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CN201420849114.9U CN204417213U (en) | 2014-12-29 | 2014-12-29 | anaerobic pulse water distribution device |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107771737A (en) * | 2017-11-14 | 2018-03-09 | 陆启兵 | A kind of aquaculture automatic blowdown system |
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2014
- 2014-12-29 CN CN201420849114.9U patent/CN204417213U/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107771737A (en) * | 2017-11-14 | 2018-03-09 | 陆启兵 | A kind of aquaculture automatic blowdown system |
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C14 | Grant of patent or utility model | ||
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Address after: Huanggu District of Shenyang City, 110033 East Road, located in Liaoning province No. 34 Patentee after: SHENYANG EVERBRIGHT ENVIRONMENTAL PROTECTION TECHNOLOGY CO.,LTD. Address before: Huanggu District of Shenyang City, 110033 East Road, located in Liaoning province No. 34 Patentee before: SHENYANG EVERBRIGHT ENVIRONMENTAL PROTECTION GROUP Co.,Ltd. |
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Denomination of utility model: Anaerobic pulse water distribution device Effective date of registration: 20180508 Granted publication date: 20150624 Pledgee: Shenyang SME financing Company Limited by Guarantee Pledgor: SHENYANG EVERBRIGHT ENVIRONMENTAL PROTECTION TECHNOLOGY CO.,LTD. Registration number: 2018210000014 |
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Date of cancellation: 20190522 Granted publication date: 20150624 Pledgee: Shenyang SME financing Company Limited by Guarantee Pledgor: SHENYANG EVERBRIGHT ENVIRONMENTAL PROTECTION TECHNOLOGY CO.,LTD. Registration number: 2018210000014 |
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Denomination of utility model: Anaerobic pulse water distribution device Effective date of registration: 20190603 Granted publication date: 20150624 Pledgee: Shenyang SME financing Company Limited by Guarantee Pledgor: SHENYANG EVERBRIGHT ENVIRONMENTAL PROTECTION TECHNOLOGY CO.,LTD. Registration number: 2019210000019 |
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