CN105862585A - Sewage treatment device and method for bridge deck - Google Patents
Sewage treatment device and method for bridge deck Download PDFInfo
- Publication number
- CN105862585A CN105862585A CN201610275590.8A CN201610275590A CN105862585A CN 105862585 A CN105862585 A CN 105862585A CN 201610275590 A CN201610275590 A CN 201610275590A CN 105862585 A CN105862585 A CN 105862585A
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- sewage
- water
- pipeline
- conveyer belt
- bridge floor
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- 239000010865 sewage Substances 0.000 title claims abstract description 43
- 238000000034 method Methods 0.000 title claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 59
- 239000000463 material Substances 0.000 claims abstract description 17
- 239000010813 municipal solid waste Substances 0.000 claims abstract description 12
- 239000011550 stock solution Substances 0.000 claims description 18
- 238000007747 plating Methods 0.000 claims description 12
- 238000005276 aerator Methods 0.000 claims description 9
- 238000005273 aeration Methods 0.000 claims description 6
- 239000002244 precipitate Substances 0.000 claims description 6
- 238000007599 discharging Methods 0.000 claims description 3
- 238000002347 injection Methods 0.000 claims description 3
- 239000007924 injection Substances 0.000 claims description 3
- 239000002351 wastewater Substances 0.000 claims description 3
- 238000000746 purification Methods 0.000 abstract description 9
- 238000000926 separation method Methods 0.000 abstract description 4
- 238000012423 maintenance Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000001914 filtration Methods 0.000 abstract description 2
- 238000007664 blowing Methods 0.000 abstract 1
- 239000002699 waste material Substances 0.000 abstract 1
- 241000521257 Hydrops Species 0.000 description 3
- 206010030113 Oedema Diseases 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000003672 processing method Methods 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 238000005728 strengthening Methods 0.000 description 3
- 206010016807 Fluid retention Diseases 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 210000003462 vein Anatomy 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
- 235000020681 well water Nutrition 0.000 description 1
- 239000002349 well water Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/08—Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
- E01D19/086—Drainage arrangements or devices
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/40—Devices for separating or removing fatty or oily substances or similar floating material
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/24—Treatment of water, waste water, or sewage by flotation
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F2001/007—Processes including a sedimentation step
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/001—Runoff or storm water
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/34—Biological treatment of water, waste water, or sewage characterised by the microorganisms used
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F7/00—Aeration of stretches of water
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Hydrology & Water Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Analytical Chemistry (AREA)
- Water Treatment By Electricity Or Magnetism (AREA)
- Sewage (AREA)
- Filtration Of Liquid (AREA)
Abstract
A sewage treatment device for a bridge deck comprises a water collection channel and is characterized in that the water collection channel is connected with a separation tank, a drainage plate is arranged in the separation tank, a water collection tank is arranged below the drainage plate, and spoke rotary vanes driven by a motor are mounted above the drainage plate; a conveyor belt driven by a conveyor belt motor is mounted at a discharge port of the spoke rotary vanes, and a rubbish outlet baffle door is mounted at a discharge end of the conveyor belt; a cold air blowing pipe is connected above the conveyor belt in the separation tank. The sewage treatment device has the beneficial effects that a water quality purification filtering material is used for directly purifying a pollution source in initial rainwater, the maintenance and management cost is saved, waste output is reduced greatly, meanwhile, pollution is reduced greatly, the cost is low, and the sewage treatment device is suitable for being popularized and used.
Description
Technical field
The present invention relates to a kind of bridge floor sewage-treatment plant and water discharge method thereof, belong to municipal works technical field.
Background technology
Road drainage includes that road surface drainage portion and side drainage portion, described road surface drainage portion sequentially consist of: basic unit, waterproof layer, pervious bed, described waterproof layer is arranged over road surface drainage groove；Described side drainage portion includes being arranged at the non-watertight road edge stone that road both sides are adjacent with described road surface drainage portion, and the side drainage groove below described non-watertight road edge stone；Described non-watertight road edge stone includes: permeable top layer and permeable strengthening layer, and containing seepy material in described permeable top layer, described permeable strengthening layer is adjacent with described permeable top layer inner surface；In described permeable strengthening layer, there is cavity.
As Application No. CN204582715U discloses a kind of new road discharge filtering device, defecator is placed in road gully, it housing including being provided with porous permeable bag, use tape to connect between adjacent housings, inside described porous permeable bag, be filled with the water purification geosynthetics particles of aggregates of the most recyclable degraded；Road gully includes that water-retention part and grid, described defecator are positioned in main water-retention part.This utility model structure is placed in road gully, guides rubbish in current to discharge to specific sewage draining exit；The rubbish being attached on defecator, opens grid, is replaced in gutter and recycles after being cleaned out by tape taking-up defecator；Can purify water quality again, effective, cost and labor intensity are low, cannot be only used for can be additionally used in the purification quoting tap water pipe line in road gully.
And for example Application No. CN202380560U discloses a kind of road drainage system, and it at least includes road surface and the drainage pipeline being arranged under road surface；Being provided with the circular pipe for draining on described road surface, described circular pipe lower end is connected with drainage pipeline；When there being hydrops on road, hydrops can flow in circular pipe, is then discharged in drainage pipeline by circular pipe；This utility model uses simple structure to solve road hydrops problem, owing to circular pipe area is less, does not interferes with the intensity on road surface, uses steel pipe can also strengthen the intensity of road, does not interferes with the current of driving and pedestrian, can promote on a large scale.
Generally bridge and road, due to the enforcement of vehicle frequently, by heavy metal, sump oil, tire dust and dirt, during the rainy day, a large amount of early-stage rainwaters flow out water, are flowed in rivers and creeks, lake water by drainage ditch, especially botanical garden or pure waters, underground water vein polluted water.
In order to process the non-point pollution source of above polluted water, method in the past is to close on the vacant lot of road, dig a hollow place, in hollow place, plant Herba Apii etc. there is the plant purifying water, purify, with this, the early-stage rainwater flowed down from bridge and flow out water, or purification tank is set on vacant lot, the rainwater that after-purification of catchmenting is polluted.
Summary of the invention
Instant invention overcomes the problem that prior art exists, propose a kind of bridge floor sewage-treatment plant and water discharge method thereof, the present invention utilizes purification of water quality filter material, direct purification polluter in rainwater in the early stage, thrifty expense of maintenance and management, reduce garbage generation amount the most in a large number, be to pollute to greatly reduce simultaneously.
The concrete technical scheme of the present invention is as follows:
Bridge floor sewage-treatment plant, including water collection channel, it is characterised in that, described water collection channel is connected with separator box, being provided with water filter plate in described separator box, the lower section of water filter plate is laid with and header tank, is arranged on above described water filter plate by the spoke rotating vane of driven by motor；The discharging opening of spoke rotating vane is provided with the conveyer belt of conveyer belt driven by motor, and the discharge end of conveyer belt is provided with garbage outlet gear door；Conveyer belt in described separator box is connected above cold wind and is blown into pipe；
Described header tank is connected to pipeline one and pipeline two, wherein: be provided with electromagnetic valve one on pipeline one, and pipeline two is provided with flow transducer, and described pipeline one is connected with outlet conduit；Described pipeline two is connected with storage tank；
Being provided with intake tunnel in described storage tank, conical cap is arranged on the outlet of intake tunnel, and the uniform EM stock solution playpipe that is laid with of its surrounding, EM stock solution playpipe is externally connected to feeding pipe；Be provided with corrugated plating in described storage tank, described corrugated plating be arranged over clc layer, lower section is provided with precipitate skewed slot；Described clc layer connects oil sump tank by hang plate；
The outlet of described storage tank connects with pipeline four, and described pipeline four is connected with treatment device for water, and treatment device for water is connected with outlet conduit, and described pipeline four is provided with electromagnetic valve three.
Preferentially, the blowout patche inside described spoke rotating vane being laid with gas hole, semicircle gear orifice plate is arranged on blowout patche internal face and blocks half gas hole；Being additionally provided with the discharge gate of air nozzle alignment spoke rotating vane in described blowout patche, described air nozzle is externally connected to tracheal pressure.
Preferentially, described garbage outlet gear door is laid on separator box, and it is driven by gear door motor can automatically open and close.Slide draining board is installed below described conveyer belt.Being provided with aerator between described conical cap and corrugated plating, connecting outside described aerator has aeration pump.
Based on said apparatus, the present invention also provides for a kind of road drainage processing method, it is characterised in that comprise the following steps,
1) storm sewers of bridge floor is connected with water collection channel；
2) when raining or road surface watering is cleaned, sewage enters separator box by water collection channel, closes electromagnetic valve one, turn-on flow rate sensor 30-60 minute, opens solenoid valve three；
3) tracheal pressure is blown, start spoke rotating vane simultaneously and start sewage and foreign material are separated, groceries are entered conveyer belt and discharges；Constantly it is blown into pipe to cold wind to be blown into cold wind and prevent foreign material from giving off a peculiar smell；
4) let water go come in the injection of EM stock solution playpipe EM stock solution by conical cap after waste water enters storage tank to mix with sewage；
5) aerator mixes water quality to EM stock solution with sewage and carries out aeration, makes EM stock solution and sewage be sufficiently mixed；
6) oil, the density contrast of water in corrugated plating utilizes sewage enter outlet conduit by separating of oil to clc layer, and deposit is separated to precipitate skewed slot；
7) after separating, sewage is drained into pipeline four, and enters treatment device for water by electromagnetic valve three and process, and has processed and has entered outlet conduit discharge afterwards；
8) after treating 30-60 minute, close flow transducer, opens solenoid valve one, make sewage be directly entered outlet conduit and discharge.
Beneficial effects of the present invention: the present invention utilizes purification of water quality filter material, in the early stage direct purification polluter in rainwater, thrifty expense of maintenance and management, reduces garbage generation amount the most in a large number, is to pollute to greatly reduce simultaneously, and low cost is suitable for promoting the use of.
Accompanying drawing explanation
Fig. 1 is the structural representation of bridge floor sewage-treatment plant of the present invention；
Fig. 2 be Fig. 1 disassemble schematic diagram further；
Fig. 3 be Fig. 2 disassemble schematic diagram further；
Fig. 4 is storage tank internal structure schematic diagram；
Fig. 5 is the structural representation of storage tank.
Detailed description of the invention
As it can be seen, bridge floor sewage-treatment plant, including water collection channel 4, described water collection channel 4 is connected with separator box 40, being provided with water filter plate 14 in described separator box 40, the lower section of water filter plate 14 is laid with and header tank, is arranged on above described water filter plate 14 by the spoke rotating vane 16 of driven by motor；The discharging opening of spoke rotating vane 16 is provided with the conveyer belt 19 that conveyer belt motor 21 drives, and is provided with slide draining board 20 below described conveyer belt 19.Conveyer belt in described separator box is connected above cold wind and is blown into pipe；
The discharge end of conveyer belt 19 is provided with garbage outlet gear door 6, and described garbage outlet gear door 6 is laid on separator box 40, and it is driven by gear door motor 18 can automatically open and close.Being laid with gas hole on blowout patche 16 inside spoke rotating vane 16, semicircle gear orifice plate is arranged on blowout patche 16 internal face and blocks half gas hole；Being additionally provided with air nozzle 17 in described blowout patche 16 and be directed at the discharge gate of spoke rotating vane 16, described air nozzle 17 is externally connected to tracheal pressure 5.
After sewage enters separator box 40, spoke rotating vane 16 quickly rotates well water and foreign material sharp separation, sewage is along water filter plate 14 dirty entrance header tank, foreign material are squeezed into entrance conveyer belt 19 by the transmission of spoke rotating vane 16, air nozzle 17 is constantly blown and is made foreign material rapidly enter conveyer belt 19, and the water quality in conveyer belt 19 foreign material above instills discharges at slide draining board 20.During foreign material above conveyer belt 19 to be taken out, garbage outlet is kept off door 6 and opens, start the conveyer belt 19 that conveyer belt motor 21 drives and advance foreign material are discharged.
Header tank is connected to pipeline 1 and pipeline 2 42, wherein: be provided with electromagnetic valve 1 on pipeline 1, and pipeline 2 42 is provided with flow transducer 22, and described pipeline 1 is connected with outlet conduit 13；Described pipeline 2 42 is connected with storage tank 12.
Being provided with intake tunnel 28 in storage tank 12, conical cap 27 is arranged on the outlet of intake tunnel 28, and the uniform EM stock solution playpipe 26 that is laid with of its surrounding, EM stock solution playpipe 26 is externally connected to feeding pipe 32；It is provided with corrugated plating 24 in described storage tank 12, described corrugated plating 24 be arranged over clc layer 29, lower section is provided with precipitate skewed slot 30, is provided with electronic splash bar 80 in precipitate skewed slot 30, it is turned on when clearing up the deposit of precipitate skewed slot 30 rotating, makes deposit spin-up be convenient to clean totally.Foreign material in precipitate skewed slot 30 are periodically cleared up by staff；Described clc layer 29 connects oil sump tank 23 by hang plate, and the greasy dirt of clc layer 29 constantly overflows and is flowed in oil sump tank 23.Being provided with aerator 25 between conical cap 27 and corrugated plating 24, connecting outside described aerator 25 has aeration pump 31.
The outlet of described storage tank 12 connects with pipeline 49, and described pipeline 49 is connected with treatment device for water 11, and treatment device for water 11 is connected with outlet conduit 13, and described pipeline 49 is provided with electromagnetic valve 3 10.
Based on said apparatus, the present invention also provides for a kind of road drainage processing method, it is characterised in that comprise the following steps,
1) storm sewers 3 in roadside, bridge floor 1 both sides 2 is connected with water collection channel 4,；
2) when raining or road surface watering is cleaned, sewage enters separator box 40 by water collection channel 4, closes electromagnetic valve 1, turn-on flow rate sensor 30-60 minute, opens solenoid valve 3 10；
3) tracheal pressure 5 is blown, start spoke rotating vane 16 simultaneously and start sewage and foreign material are separated, groceries are entered conveyer belt 19 and discharges；Constantly it is blown into pipe 81 to cold wind to be blown into cold wind and prevent foreign material from giving off a peculiar smell；
4) let water go come in the injection of EM stock solution playpipe 26 EM stock solution by conical cap 27 after waste water enters storage tank 12 to mix with sewage；
5) aerator 25 mixes water quality to EM stock solution with sewage and carries out aeration, makes EM stock solution and sewage be sufficiently mixed；
6) oil, the density contrast of water in corrugated plating 24 utilizes sewage enter outlet conduit 13 by separating of oil to clc layer 29, and deposit is separated to precipitate skewed slot 30；
7) after separating, sewage is drained into pipeline 49, and enters treatment device for water 11 by electromagnetic valve 3 10 and process, and has processed and has entered outlet conduit 13 afterwards and discharge；
8), after treating 30-60 minute, close flow transducer 22, opens solenoid valve 1, make sewage be directly entered outlet conduit 13 and discharge.
In addition to the implementation, the present invention can also have other embodiments.The technical scheme that all employing equivalents or equivalent transformation are formed, all falls within the protection domain of application claims.
Claims (6)
1. bridge floor sewage-treatment plant, including water collection channel (4), it is characterized in that, described water collection channel (4) is connected with separator box (40), water filter plate (14) it is provided with in described separator box (40), the lower section of water filter plate (14) is laid with and header tank, is arranged on described water filter plate (14) top by the spoke rotating vane (16) of driven by motor；The discharging opening of spoke rotating vane (16) is provided with the conveyer belt (19) that conveyer belt motor (21) drives, the discharge end of conveyer belt (19) is provided with garbage outlet gear door (6), and the conveyer belt (19) in described separator box (40) is connected above cold wind and is blown into pipe (81)；
Described header tank is connected to pipeline one (7) and pipeline two (42), wherein: be provided with electromagnetic valve one (8) on pipeline one (7), and pipeline two (42) is provided with flow transducer (22), and described pipeline one (7) is connected with outlet conduit (13)；Described pipeline two (42) is connected with storage tank (12)；
Being provided with intake tunnel (28) in described storage tank (12), conical cap (27) is arranged on the outlet of intake tunnel (28), and its surrounding uniform EM stock solution playpipe (26) that is laid with, EM stock solution playpipe (26) are externally connected to feeding pipe (32)；Be provided with corrugated plating (24) in described storage tank (12), described corrugated plating (24) be arranged over clc layer (29), lower section is provided with precipitate skewed slot (30)；Described clc layer (29) connects oil sump tank (23) by hang plate；
The outlet of described storage tank (12) connects with pipeline four (9), described pipeline four (9) is connected with treatment device for water (11), treatment device for water (11) is connected with outlet conduit (13), and described pipeline four (9) is provided with electromagnetic valve three (10).
2. bridge floor sewage-treatment plant as claimed in claim 1, it is characterised in that be laid with gas hole on the blowout patche (16) of described spoke rotating vane (16) inner side, semicircle gear orifice plate is arranged on blowout patche (16) internal face and blocks half gas hole；Being additionally provided with the discharge gate of air nozzle (17) alignment spoke rotating vane (16) in described blowout patche (16), described air nozzle (17) is externally connected to tracheal pressure (5).
3. bridge floor sewage-treatment plant as claimed in claim 1, it is characterised in that described garbage outlet gear door (6) is laid on separator box (40), and it is driven by gear door motor (18) can automatically open and close.
4. bridge floor sewage-treatment plant as claimed in claim 1, it is characterised in that described conveyer belt (19) lower section is provided with slide draining board (20).
5. bridge floor sewage-treatment plant as claimed in claim 1, it is characterised in that being provided with aerator (25) between described conical cap (27) and corrugated plating (24), described aerator (25) outside connects aeration pump (31).
6. bridge floor sewage water treatment method, it is characterised in that comprise the following steps,
1) storm sewers (3) of bridge floor (1) is connected with water collection channel (4)；
2) when raining or road surface watering is cleaned, sewage enters separator box (40) by water collection channel (4), closes electromagnetic valve one (8), turn-on flow rate sensor (22) 30-60 minute, opens solenoid valve three (10)；
3) tracheal pressure (5) is blown, start spoke rotating vane (16) simultaneously and start sewage and foreign material are separated, groceries are entered conveyer belt (19) and discharges, be constantly blown into pipe (81) to cold wind and be blown into cold wind and prevent foreign material from giving off a peculiar smell；
4) let water go come in EM stock solution playpipe (26) injection EM stock solution by conical cap (27) after waste water enters storage tank (12) to mix with sewage；
5) aerator (25) mixes water quality to EM stock solution with sewage and carries out aeration, makes EM stock solution and sewage be sufficiently mixed；
6) oil, the density contrast of water in corrugated plating (24) utilizes sewage enter outlet conduit (13) by separating of oil to clc layer (29), and deposit is separated to precipitate skewed slot (30)；
7) after separating, sewage is drained into pipeline four (9), and is processed by electromagnetic valve three (10) entrance treatment device for water (11), has processed and has entered outlet conduit (13) discharge afterwards；
8) after treating 30-60 minute, close flow transducer (22), opens solenoid valve one (8), make sewage be directly entered outlet conduit (13) and discharge.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710246215.5A CN106894337A (en) | 2016-04-29 | 2016-04-29 | Bridge floor sewage water treatment method |
| CN201610275590.8A CN105862585B (en) | 2016-04-29 | 2016-04-29 | Bridge floor sewage-treatment plant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610275590.8A CN105862585B (en) | 2016-04-29 | 2016-04-29 | Bridge floor sewage-treatment plant |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710246215.5A Division CN106894337A (en) | 2016-04-29 | 2016-04-29 | Bridge floor sewage water treatment method |
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| Publication Number | Publication Date |
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| CN105862585A true CN105862585A (en) | 2016-08-17 |
| CN105862585B CN105862585B (en) | 2017-06-23 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710246215.5A Pending CN106894337A (en) | 2016-04-29 | 2016-04-29 | Bridge floor sewage water treatment method |
| CN201610275590.8A Expired - Fee Related CN105862585B (en) | 2016-04-29 | 2016-04-29 | Bridge floor sewage-treatment plant |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710246215.5A Pending CN106894337A (en) | 2016-04-29 | 2016-04-29 | Bridge floor sewage water treatment method |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107254838A (en) * | 2017-01-13 | 2017-10-17 | 广州尚儒自控系统工程有限公司 | A kind of bridge drainage structure of Quick drainage |
| CN107254839A (en) * | 2017-01-13 | 2017-10-17 | 广州尚儒自控系统工程有限公司 | A kind of novel bridge discharge structure |
| CN108442228A (en) * | 2018-06-25 | 2018-08-24 | 屠元峰 | A kind of novel pontic |
| CN108457178A (en) * | 2018-04-12 | 2018-08-28 | 广州市市政工程设计研究总院 | A kind of environmentally friendly collection and purification system of across rivers bridge floor sewage/wastewaters |
| CN109338881A (en) * | 2018-11-13 | 2019-02-15 | 闫平洋 | A kind of bridge drainage arrangement |
| CN109338882A (en) * | 2018-11-13 | 2019-02-15 | 闫平洋 | A kind of working method of bridge drainage arrangement |
| CN112281649A (en) * | 2020-10-30 | 2021-01-29 | 温州安荷桥科技有限公司 | Bridge drainage spiral filter equipment |
| CN114351580A (en) * | 2022-01-28 | 2022-04-15 | 江阴市众达建设有限公司 | Municipal road and bridge construction pavement drainage system and method |
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|---|---|---|---|---|
| CN108532457A (en) * | 2018-04-16 | 2018-09-14 | 毛杰 | A kind of bridge drain system for municipal science of bridge building |
| CN111535167B (en) * | 2020-05-10 | 2022-08-12 | 官春玲 | Sewage discharge self-dredging bridge |
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| CN107254838A (en) * | 2017-01-13 | 2017-10-17 | 广州尚儒自控系统工程有限公司 | A kind of bridge drainage structure of Quick drainage |
| CN107254839A (en) * | 2017-01-13 | 2017-10-17 | 广州尚儒自控系统工程有限公司 | A kind of novel bridge discharge structure |
| CN108457178A (en) * | 2018-04-12 | 2018-08-28 | 广州市市政工程设计研究总院 | A kind of environmentally friendly collection and purification system of across rivers bridge floor sewage/wastewaters |
| CN108457178B (en) * | 2018-04-12 | 2024-02-27 | 广州市市政工程设计研究总院有限公司 | Environmental protection collection and purification system for river bridge deck sewage/wastewater |
| CN108442228A (en) * | 2018-06-25 | 2018-08-24 | 屠元峰 | A kind of novel pontic |
| CN108442228B (en) * | 2018-06-25 | 2019-03-19 | 新疆北新路桥集团股份有限公司 | A kind of pontic |
| CN109338881A (en) * | 2018-11-13 | 2019-02-15 | 闫平洋 | A kind of bridge drainage arrangement |
| CN109338882A (en) * | 2018-11-13 | 2019-02-15 | 闫平洋 | A kind of working method of bridge drainage arrangement |
| CN112281649A (en) * | 2020-10-30 | 2021-01-29 | 温州安荷桥科技有限公司 | Bridge drainage spiral filter equipment |
| CN114351580A (en) * | 2022-01-28 | 2022-04-15 | 江阴市众达建设有限公司 | Municipal road and bridge construction pavement drainage system and method |
| CN114351580B (en) * | 2022-01-28 | 2024-03-22 | 江阴市众达建设有限公司 | Municipal road and bridge construction pavement drainage system and method thereof |
Also Published As
| Publication number | Publication date |
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| CN105862585B (en) | 2017-06-23 |
| CN106894337A (en) | 2017-06-27 |
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