CN202829742U - Marble granite sewage treatment system - Google Patents

Marble granite sewage treatment system Download PDF

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Publication number
CN202829742U
CN202829742U CN 201220398446 CN201220398446U CN202829742U CN 202829742 U CN202829742 U CN 202829742U CN 201220398446 CN201220398446 CN 201220398446 CN 201220398446 U CN201220398446 U CN 201220398446U CN 202829742 U CN202829742 U CN 202829742U
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CN
China
Prior art keywords
sewage
tower
pool
pump
water purification
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Expired - Fee Related
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CN 201220398446
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Chinese (zh)
Inventor
刘盛
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XIANGTAN SANSHENG MECHANICAL AND ELECTRICAL TECHNOLOGY Co Ltd
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XIANGTAN SANSHENG MECHANICAL AND ELECTRICAL TECHNOLOGY Co Ltd
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Priority to CN 201220398446 priority Critical patent/CN202829742U/en
Application granted granted Critical
Publication of CN202829742U publication Critical patent/CN202829742U/en
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Abstract

A marble granite sewage treatment system comprises a sewage pool (1), a sewage pool (2), a dosing device (3), a sewage tower (4), a sewage tower (5), a water purification tower (6), and a water purification tower (7). The front ends of the sewage pool (1) and sewage pool (2) are connected with a guide groove and a grille (13) is arranged on the connecting position of the sewage pool (1) and sewage pool (2). The sewage pool(1) is provided with a submerged sewage pump (14), the sewage pool(2) is provided with a submerged sewage pump(15), the sewage pump(14) and the sewage tower (5) are connected through a sewage pipe (11), an effluent weir (16) is arranged on the top of the sewage tower (5), the effluent weir(16) is connected with the water purification tower(7), a sewage pipe (18) which is in communication with a clean water pool is arranged on the top of the water purification tower (7), the sludge at the bottom of the sewage tower(5) and the water purification tower(7) is discharged into a sludge mixing pool (20) through the pipe, the bottom of the sludge mixing pool(20) is connected with a sewage pump(23) through a sludge pumping pipe(22), the other end of the sewage pump is connected with a pressure filter(24), the sewage pool(2) and the sewage pump (15) which are connected in the same mode as the sewage pool(1) and sewage pump(14) transmit the sewage water to the sewage tower (4) and the water purification tower(6), dregs are discharged into the sludge mixing pool(20). The treatment system features flexibility and easiness of assembly, small floor coverage, high efficiency of purifying recycled water, and large treating capacity. An automatic intelligent control system is applied to the treatment system, and therefore maintenance personnel needed are less, and labor intensity is lowered. Adoption of closed pipe connection ensures a clean and neat field environment. Two independent treating devices included in the treatment system can treat water containing silica and water not containing silica respectively, and the dregs are discharged and filtered.

Description

Marble grouan Sewage treatment systems
Technical field
The utility model relates to a kind of Sewage treatment systems, particularly relates to a kind of Sewage treatment systems for the processing of marble grouan.
Background technology
Produce a large amount of sewage in the processing of stone production process, the treatment process that generally adopts at present is a plurality of settling tanks or settling box series connection, and mud sediment is in the bottom, and the water of clarification is supplied with production plant by water pump and used.But existing Sewage treatment systems exists the operation cost height, recycled-water quality is poor and to problems such as environments.
The utility model content
The utility model provides a kind of array mode flexible, and floor space is little, and the recirculating water purification degree is high, and treatment capacity is large, the marble grouan Sewage treatment systems that environmental pollution is little.
For achieving the above object, technical solution of the present utility model is, a kind of marble grouan Sewage treatment systems is provided, comprise sewage lagoon, sewage lagoon, chemicals dosing plant, sewage tower, sewage tower and water purification tower, water purification tower, described sewage lagoon, described sewage lagoon front end connect the guiding ditch, and are provided with grid in the junction, and the liquid sewage pump is arranged in the described sewage lagoon, the liquid sewage pump is arranged in the described sewage lagoon, be connected by waste pipe between described residual sea water pump and the described sewage tower; Described sewage top of tower is provided with effluent weir, and described effluent weir is connected to described water purification tower, and described water purification top of tower has device for cleaning pipeline toward clean water basin, and described sewage tower and described water purification tower bottom mud all enter the sludge agitation pond by pipeline; Described agitated pool bottom is connected with sludge pump by the extraction mud pipe road, and the described sludge pump the other end connects pressure filter; Described sewage lagoon, described residual sea water pump also by with the same mode of connection of described sewage lagoon, described residual sea water pump sewage transport to described sewage tower and described water purification tower, sediment is discharged into described sludge agitation pond.
Technique scheme can be preferably, and chemicals dosing plant comprises agitator, volume pump, loading pipeline, and the loading pipeline is connected with waste pipe and check valve is set before tie point.
Technique scheme can be preferably, and described sewage tower bottom is tapered and operated pneumatic valve control discharging sediment is installed, and described water purification tower bottom is provided with operated pneumatic valve control discharging sediment, described operated pneumatic valve be connected operated pneumatic valve and be connected with air compressor respectively.
Technique scheme can preferably, be provided with sludge stirring machine in the described agitated pool.
Technique scheme can be preferably, and described all pipelines adopt closed connection.
Technique scheme can be preferably, and described system controls automatically by centralized control unit.
This Sewage treatment systems array mode is flexible, and floor space is little, and the recirculating water purification degree is high, and treatment capacity is large; The control of employing automatic intelligent, the maintenance personnel is few, and labour intensity is low; The employing closed conduit connects, and guarantees that the place environment is clean and tidy, is applicable to the relevant enterprise of all kinds of scales; System integrates precipitation, concentrated, pressure-filtering deslagging, and multiple functional, technique is advanced, and treatment effect is good; System comprises the independent treatment unit of two covers, can be used for separate treatment and contains silicon-dioxide and not silica containing sewage, the together press filtration of discharging sediment.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment.
Embodiment
Embodiment 1: Sewage treatment systems principle of work of the present utility model is, the sewage that processing marble grouan emits is flowed to respectively sewage lagoon 1 and sewage lagoon 2 through the guiding ditch, the sewage composition has the silicon-dioxide of containing and not silica containing two kinds, sewage lagoon 1 preposition grid 10 debris retainings, remove larger buoyancy aid, sewage pumps to sewage tower 5 by liquid sewage pump 14; After simultaneously chemicals dosing plant 3 prepares medicament and tap water in proportion, inject waste pipe 11 by loading pipeline 10 quantitatively by volume pump 9, send into sewage tower 5 in company with sewage, volume pump 9 pressure must be greater than hydraulic pressure in the waste pipe 11, it is clean that loading pipeline 10 requires to keep, suitably anticorrosion, loading pipeline 10 be provided with check valve 12 before waste pipe 11 is connected with sewage recoil after preventing termination of pumping; Polymerization acceleration precipitation occurs because of the chemical flocculation effect of liquid in sewage tower 5 interior sewage, suspension is layering in tower, the upper strata is limpider, lower floor is muddy, the upper strata clear water overflows to water purification tower 7 by effluent weir 16, lower floor's thickened sludge is deposited in tower base cone section, is discharged into sludge agitation pond 20 by the operated pneumatic valve 17 at the bottom of the tower; Treated sewage obtains more clear water matter after by secondary sedimentation in water purification tower 7, but direct circulation for the production of, water purification tower 7 bottom mud also are discharged into sludge agitation pond 20 when operated pneumatic valve 19 is opened; Sludge sump 20 interior mud will ceaselessly stir with stirrer 21, prevent the homogeneous chemical composition before reacted mud continues flocculation sediment and guarantees sludge dewatering; Mud pumps to pressure filter 24 filtrations by sludge pump 23 by extraction mud pipe road 22 after stirring, and sludge pump 23 pressure are larger, and filter cake is more dried, but the filter cloth loss is larger simultaneously, and general stone industry recommendation operating pressure is 0.4-0.6MPa; In pressure filter 24 each filter chamber, form relatively drier filter cake, filter cake outward transport landfill disposal, the clear water after pressure filter 24 filters flows into the tank recycle.Sewage lagoon 2, residual sea water pump 15 also by with the same mode of connection of sewage lagoon 1, residual sea water pump 14 sewage transport to sewage tower 4 and water purification tower 6, sediment is discharged into sludge agitation pond 20.All pipelines of system adopt closed connection.
This Sewage treatment systems is controlled automatically by control center, its stable performance, and reliable in action, level of automation is high.Automatically the algorithm of control is as follows: sewage reaches certain in limited time upper in sewage lagoon 1, the sewage lagoon 2, liquid sewage pump 14, residual sea water pump 15 are opened (note: the flow of residual sea water pump must greater than sewage flow rate) automatically, it is necessarily in limited time lower that sewage reaches, residual sea water pump 14, residual sea water pump 15 auto stops; Sewage and liquid are after sewage tower 4, the 5 interior abundant reactions of sewage tower and layering, thickened sludge is piled up by tower base cone section, tower bottom operated pneumatic valve 17 is subjected to mud agitated pool 20 bounds control autoshutdown and unlatching, when agitated pool 20 interior mud reach in limited time lower, operated pneumatic valve is opened, mud discharging is in agitated pool 20 in the tower, when agitated pool 20 interior mud reach in limited time, operated pneumatic valve is closed, stop to discharge mud, can guarantee like this sewage reaction times abundance in the tower, effluent weir 16 flows out all the time than clear water matter; Agitated pool 20 interior stirrers 21 are forbidden idle running work under anhydrous state; But water purification tower 6, water purification tower 7 bottom operated pneumatic valves 19 time openings discharging mud are to agitated pool 20; Operated pneumatic valve 17, operated pneumatic valve 19 are opened or are closed by air compressor control; Prescribe a time limit when agitated pool 20 interior mud reach, sludge pump 23 is opened.

Claims (6)

1. marble grouan Sewage treatment systems, comprise sewage lagoon (1), sewage lagoon (2), chemicals dosing plant (3), sewage tower (4), sewage tower (5) and water purification tower (6), water purification tower (7), it is characterized in that: described sewage lagoon (1), described sewage lagoon (2) front end connect the guiding ditch, and be provided with grid (13) in the junction, liquid sewage pump (14) is arranged in the described sewage lagoon (1), liquid sewage pump (15) is arranged in the described sewage lagoon (2), be connected by waste pipe (11) between described residual sea water pump (14) and the described sewage tower (5); Described sewage tower (5) top is provided with effluent weir (16), described effluent weir (16) is connected to described water purification tower (7), described water purification tower (7) top has pipeline (18) to lead to clean water basin, and described sewage tower (5) and described water purification tower (7) bottom mud all enter sludge agitation pond (20) by pipeline; Described agitated pool (20) bottom is connected with sludge pump (23) by extraction mud pipe road (22), and described sludge pump (23) the other end connects pressure filter (24); Described sewage lagoon (2), described residual sea water pump (15) also by with the same mode of connection of described sewage lagoon (1), described residual sea water pump (14) sewage transport to described sewage tower (4) and described water purification tower (6), sediment is discharged into described sludge agitation pond (20).
2. marble grouan Sewage treatment systems according to claim 1, chemicals dosing plant (3) comprises agitator (8), volume pump (9), loading pipeline (10), and loading pipeline (10) is connected with waste pipe (11) and check valve (12) is set before tie point.
3. marble grouan Sewage treatment systems according to claim 1, described sewage tower (5) bottom is tapered and operated pneumatic valve (17) control discharging sediment is installed, described water purification tower (7) bottom is provided with operated pneumatic valve (19) control discharging sediment, described operated pneumatic valve (17) be connected operated pneumatic valve (19) and be connected with air compressor respectively.
4. marble grouan Sewage treatment systems according to claim 1 is provided with sludge stirring machine (21) in the described agitated pool (20).
5. marble grouan Sewage treatment systems according to claim 1, described all pipelines adopt closed connection.
6. marble grouan Sewage treatment systems according to claim 1, described system controls automatically by centralized control unit.
CN 201220398446 2012-08-13 2012-08-13 Marble granite sewage treatment system Expired - Fee Related CN202829742U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220398446 CN202829742U (en) 2012-08-13 2012-08-13 Marble granite sewage treatment system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220398446 CN202829742U (en) 2012-08-13 2012-08-13 Marble granite sewage treatment system

Publications (1)

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CN202829742U true CN202829742U (en) 2013-03-27

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CN 201220398446 Expired - Fee Related CN202829742U (en) 2012-08-13 2012-08-13 Marble granite sewage treatment system

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CN (1) CN202829742U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106669247A (en) * 2016-11-21 2017-05-17 浙江平昌矿业开发有限公司 Granite waste sludge pressure filtration system
CN108947003A (en) * 2018-07-05 2018-12-07 珠海市盛西源机电设备有限公司 The solid face water mill cooling water self-skimming circulatory system
CN112028337A (en) * 2020-09-24 2020-12-04 佛山市波尔沃环保科技有限公司 Tower-type sewage circulating treatment system
CN113914434A (en) * 2021-10-14 2022-01-11 中国建筑第二工程局有限公司 Sewage treatment system and new coronavirus temporary isolation point sewage discharge system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106669247A (en) * 2016-11-21 2017-05-17 浙江平昌矿业开发有限公司 Granite waste sludge pressure filtration system
CN108947003A (en) * 2018-07-05 2018-12-07 珠海市盛西源机电设备有限公司 The solid face water mill cooling water self-skimming circulatory system
CN112028337A (en) * 2020-09-24 2020-12-04 佛山市波尔沃环保科技有限公司 Tower-type sewage circulating treatment system
CN113914434A (en) * 2021-10-14 2022-01-11 中国建筑第二工程局有限公司 Sewage treatment system and new coronavirus temporary isolation point sewage discharge system

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130327

Termination date: 20140813

EXPY Termination of patent right or utility model