CN204079660U - The water cleaning systems of three-dimensional arrangement - Google Patents
The water cleaning systems of three-dimensional arrangement Download PDFInfo
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- CN204079660U CN204079660U CN201420645736.XU CN201420645736U CN204079660U CN 204079660 U CN204079660 U CN 204079660U CN 201420645736 U CN201420645736 U CN 201420645736U CN 204079660 U CN204079660 U CN 204079660U
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Abstract
It is the water cleaning systems of a kind of three-dimensional arrangement being arranged on high-mountain gorge areas disclosed in the utility model, this water cleaning systems mainly comprises the preliminary sedimentation tank, grid flocculation settling tank and the clean water basin that are connected successively by pipeline, described water cleaning systems is three-dimensional arrangement, be divided into upper, middle and lower three layers, clean water basin and grid flocculation settling tank are positioned at bottom one deck, preliminary sedimentation tank is positioned at middle layer and is in directly over clean water basin, booster station is provided with at the side of clean water basin, the top of booster station is provided with power distribution station, and the side of preliminary sedimentation tank is also provided with branch works.Whole water cleaning systems is made three-dimensional arrangement by the utility model, fully can reduce the usable floor area of region, and the position in each pond is reasonably arranged according to the technological process of clean water treatment, eliminate unnecessary transfer equipment, energy efficient, utilizes based on the pool wall in each pond simultaneously and builds other rooms again by laying bricks or stones, make whole system compact construction, economical rationality, working efficiency is higher.
Description
Technical field
The utility model relates to water purification project field, particularly relates to a kind of water cleaning systems of three-dimensional arrangement.
Background technology
When building Hydraulic and Hydro-Power Engineering in high mountain gorge; usual meeting builds board house and waterworks at engineering annex; because job site personnel is more; construction water amount is large; not easily adopt well water or mountain spring, re-use so generally all pass through to build after the water in river or lake is introduced water cleaning systems purification by water cleaning systems.Water cleaning systems generally all comprises preliminary sedimentation tank, grid flocculation settling tank and clean water basin, Water treatment is: first introduce in preliminary sedimentation tank by river, and add the impurity preliminary sedimentation that the medicaments such as some alum make in river, and then be introduced into grid flocculation settling tank, also add some specifically for the medicament of water purification simultaneously, described grid flocculation settling tank is divided into grid flocculation and settling tank two portions, current repeatedly shuttle back and forth between grid, short grained alumen ustum is collided and forms alumen ustum that is closely knit and easily precipitation, and then enter settling tank and precipitate further, last water is discharged to clean water basin for use from the top of settling tank.
Traditional water cleaning systems is all that single pond is arranged apart usually, the landform that utilizes had arranges preliminary sedimentation tank, grid flocculation settling tank and clean water basin from high to low successively, then must the realizing water by water pump and shift between each pond and add medicament in pond of floor plan, and region is larger shared by the arrangement form of this dispersion, often because of expropriation of land problem generation dispute, so be necessary that studying a kind of compact construction takes up an area less water cleaning systems.
Utility model content
Need the larger grade of transfer equipment and occupation of land not enough for overcoming existing water cleaning systems, technical problem to be solved in the utility model is: provide a kind of compact construction to take up an area less water cleaning systems.
The utility model solves the technical scheme that its technical problem adopts: the water cleaning systems of three-dimensional arrangement, comprise the preliminary sedimentation tank, grid flocculation settling tank and the clean water basin that are connected successively by pipeline, described clean water basin form the bottom of this water cleaning systems with the grid flocculation settling tank be closely connected, and described preliminary sedimentation tank is positioned at the middle layer forming this water cleaning systems directly over clean water basin.
Further, be provided with booster station at the side of bottom one deck clean water basin, between booster station and clean water basin, be connected with pipeline.
Further, be provided with power distribution station at the side of middle layer preliminary sedimentation tank, described power distribution station is positioned at directly over booster station.
Further, be also provided with branch works at the side of middle layer preliminary sedimentation tank, described branch works is positioned at directly over grid flocculation settling tank, is provided with chemical feed pipe and is connected with grid flocculation settling tank with preliminary sedimentation tank respectively in branch works.
Further, the base plate of described power distribution station leaves erection opening.
Further, test office and life room is provided with at the top one deck.
The beneficial effects of the utility model are: whole water cleaning systems is made three-dimensional arrangement, fully can reduce the usable floor area of region, and the position in each pond is reasonably arranged according to the technological process of clean water treatment, eliminate unnecessary transfer equipment, energy efficient, utilizes based on the pool wall in each pond simultaneously and builds other rooms again by laying bricks or stones, make whole system compact construction, economical rationality, working efficiency is higher.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation.
Be labeled as in figure, 1-preliminary sedimentation tank, 2-grid flocculation settling tank, 3-clean water basin, 4-booster station, 5-power distribution station, 6-branch works, 7-tests office, 8-life room, 10-water inlet pipe, 11-pipeline, 12-chemical feed pipe, 21-pipeline, 22-chemical feed pipe, 31-pipeline, 41-rising pipe.
Embodiment
Below in conjunction with accompanying drawing, the utility model is further illustrated.
As shown in Figure 1, the utility model is three-dimensional structure, is divided into upper, middle and lower three layers, and bottom one deck can be positioned at underground to reduce the height of whole buildings, also makes basis more stable.Clean water basin 3 and grid flocculation settling tank 2 are just positioned at bottom one deck, and preliminary sedimentation tank 1 is positioned at middle layer and is in directly over clean water basin 3.Preliminary sedimentation tank 1 is connected with water inlet pipe 10, for river is introduced preliminary sedimentation tank 1, the below of preliminary sedimentation tank 1 is provided with pipeline 11, water after preliminary sedimentation can be introduced grid flocculation settling tank 2, above the other end of grid flocculation settling tank 2, be provided with pipeline 21, for by fully purification after water introduce clean water basin 3.The deadweight of water from preliminary sedimentation tank 1 to grid flocculation settling tank 2 by water can complete, and is entered by the mode of spilling from grid flocculation settling tank 2 to clean water basin 3, so do not need water pump, decreases the length of pipeline simultaneously, provides cost savings and energy consumption.
For the ease of the water in clean water basin 3 is sent to construction place, booster station 4 has been arranged on the side of clean water basin 3, has been provided with pipeline 31 between clean water basin 3 and booster station 4, the other end of booster station 4 is connected with water outlet 41.Booster station 4 can save the length of pipeline near clean water basin 3, and the situation well observing clean water basin 3 is to control the start and stop of force (forcing) pump.
The power distribution station 5 controlling whole system electricity consumption is located at the side of middle layer preliminary sedimentation tank 1, directly over booster station 4, because what whole system power consumption was maximum is booster station 4, cable used is also maximum, so power distribution station 5 to be located at the length saving cable directly over booster station 4, further save cost.
Owing to needing regularly to add Water purification medicament in preliminary sedimentation tank 1 and grid flocculation settling tank 2 in Water treatment, should try one's best close preliminary sedimentation tank 1 and grid flocculation settling tank 2 for controlling the branch works 6 of dosing, therefore at the side of middle layer preliminary sedimentation tank 1, branch works 6 is provided with directly over grid flocculation settling tank 2, chemical feed pipe 12 is provided with in branch works 6,22 are connected with grid flocculation settling tank 2 with preliminary sedimentation tank 1 respectively, water surface when branch works 6 preferably normally works higher than preliminary sedimentation tank 1, be convenient to medicament and can flow directly into preliminary sedimentation tank 1, avoid using water pump to increase energy consumption.
Further, for the ease of the equipment in lifting booster station 4, the floor between power distribution station 5 and booster station 4 is provided with erection opening 51, is also provided with test office 7 and life room 8, for office staff and rest at the top one deck.
Whole system solid is arranged and has been taken into full account structure load situation by the utility model, pond etc. larger for load is arranged in underground, productive life room is arranged in top, structure stress is reasonable, make its vertical applied force component and the economical rationality of pillar section, make full use of pool wall of pool as outer wall of basement, save quantities.Compared with the form of arranging with conventional planar, three-dimensional decoration form always take up an area face only about floor plan mode 1/3, save floor space, decreasing expropriation of land immigrant investment and difficulty, this is even more important concerning high-mountain gorge areas, minority area.
Claims (6)
1. the water cleaning systems of three-dimensional arrangement, comprise the preliminary sedimentation tank (1), grid flocculation settling tank (2) and the clean water basin (3) that are connected successively by pipeline, it is characterized in that: described clean water basin (3) form the bottom of this water cleaning systems with the grid flocculation settling tank (2) be closely connected, and described preliminary sedimentation tank (1) is positioned at the middle layer forming this water cleaning systems directly over clean water basin (3).
2. the water cleaning systems of three-dimensional arrangement as claimed in claim 1, it is characterized in that: be provided with booster station (4) at the side of bottom one deck clean water basin (3), between booster station (4) and clean water basin (3), be connected with pipeline (31).
3. the water cleaning systems of three-dimensional arrangement as claimed in claim 1, it is characterized in that: be provided with power distribution station (5) at the side of middle layer preliminary sedimentation tank (1), described power distribution station (5) is positioned at directly over booster station (4).
4. the water cleaning systems of three-dimensional arrangement as claimed in claim 1, it is characterized in that: be also provided with branch works (6) at the side of middle layer preliminary sedimentation tank (1), described branch works (6) is positioned at directly over grid flocculation settling tank (2), be provided with chemical feed pipe (12,22) in branch works (6) to be connected with grid flocculation settling tank (2) with preliminary sedimentation tank (1) respectively.
5. the water cleaning systems of three-dimensional arrangement as claimed in claim 3, is characterized in that: on the base plate of described power distribution station (5), leave erection opening (51).
6. the water cleaning systems of the three-dimensional arrangement as described in claim 1,2,3,4 or 5, is characterized in that: be provided with test office (7) and life room (8) at the top one deck.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420645736.XU CN204079660U (en) | 2014-10-31 | 2014-10-31 | The water cleaning systems of three-dimensional arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420645736.XU CN204079660U (en) | 2014-10-31 | 2014-10-31 | The water cleaning systems of three-dimensional arrangement |
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| CN204079660U true CN204079660U (en) | 2015-01-07 |
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| CN201420645736.XU Active CN204079660U (en) | 2014-10-31 | 2014-10-31 | The water cleaning systems of three-dimensional arrangement |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106430907A (en) * | 2016-10-21 | 2017-02-22 | 江西洁地环境治理生态科技有限公司 | Bottom mud dredging treatment system |
| CN107651740A (en) * | 2017-11-16 | 2018-02-02 | 房县慧泉水业有限公司 | Drinking water process biotic warning method |
| CN114249482A (en) * | 2021-12-16 | 2022-03-29 | 山东东山新驿煤矿有限公司 | Double-layer underground water treatment system |
-
2014
- 2014-10-31 CN CN201420645736.XU patent/CN204079660U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106430907A (en) * | 2016-10-21 | 2017-02-22 | 江西洁地环境治理生态科技有限公司 | Bottom mud dredging treatment system |
| CN107651740A (en) * | 2017-11-16 | 2018-02-02 | 房县慧泉水业有限公司 | Drinking water process biotic warning method |
| CN114249482A (en) * | 2021-12-16 | 2022-03-29 | 山东东山新驿煤矿有限公司 | Double-layer underground water treatment system |
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