CN113700084A - Viaduct rainwater recycling system based on glass pumice - Google Patents
Viaduct rainwater recycling system based on glass pumice Download PDFInfo
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- CN113700084A CN113700084A CN202110889364.XA CN202110889364A CN113700084A CN 113700084 A CN113700084 A CN 113700084A CN 202110889364 A CN202110889364 A CN 202110889364A CN 113700084 A CN113700084 A CN 113700084A
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- 239000008213 purified water Substances 0.000 claims description 4
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Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/02—Methods or installations for obtaining or collecting drinking water or tap water from rain-water
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G27/00—Self-acting watering devices, e.g. for flower-pots
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
- B01D24/02—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration
- B01D24/20—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration the filtering material being provided in an open container
- B01D24/205—Downward filtration without specifications about the filter material supporting means
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/101—Dedicated additional structures, interposed or parallel to the sewer system
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/105—Accessories, e.g. flow regulators or cleaning devices
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/18—Tanks for disinfecting, neutralising, or cooling sewage
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Water Supply & Treatment (AREA)
- Health & Medical Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Environmental Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses an viaduct rainwater recycling system based on glass pumice, which comprises a treatment pool, wherein a plurality of glass pumice layers (2) are laid in the treatment pool, a covering layer (1) is laid on the glass pumice layers (2), the treatment pool is positioned below an viaduct, the treatment pool is arranged at intervals along the length direction of the viaduct, the glass pumice layers (2) are provided with a plurality of layers, and the multilayer glass pumice layers (2) are an upper glass pumice layer (2.1), a middle glass pumice layer (2.2) and a lower glass pumice layer (2.3) from top to bottom in sequence. The viaduct rainwater recycling system based on the glass pumice effectively utilizes the infiltration, filtration and purification and water storage performance of the glass pumice to recycle rainwater to the maximum degree and supply water to green plants in a green belt, so that the effect of saving water resources is realized to the maximum degree.
Description
Technical Field
The invention relates to a rainwater infiltration storage, recovery, purification and utilization system, in particular to a rainwater recovery and utilization system which utilizes glass pumice to carry out water filtration, purification and storage so as to timely replenish water for green plants planted on two sides of a bridge floor, under a bridge and on a road surface, spray the green plants on the road surface and reduce dust on the road surface.
Background
The glass pumice is a new material which is widely applied in recent years, and is a porous light inorganic material which is formed by grinding leftover glass produced by glass deep processing enterprises and waste daily glass such as bottle, jar and the like sorted from household garbage of residents into powder with proper particles, adding different auxiliaries, roasting at high temperature for foaming and cooling in a controlled manner.
The glass pumice has the advantages of light weight, multiple pores, extrusion resistance, pressure resistance, heat insulation, fire resistance, sound absorption, noise reduction, air permeability, water storage, water and fertilizer retention, insect prevention, bacteriostasis, water quality clarification, odor elimination, cleanness, environmental protection, no toxicity, no harm, high physical and chemical stability, good compatibility with soil and water and the like.
The glass pumice is used in civil and architectural engineering; traffic engineering such as roads, bridges, tunnels and the like; municipal and landscaping projects; agricultural and hydraulic engineering and sponge city construction; restoring the ecological water environment; the method is widely applied to the fields of agricultural surface pollution control and the like.
Based on the advantages of the pumice, the pumice is only used as a filler in the process of building and propelling the global systematized sponge city in China, the application potential of the pumice is not fully exerted, and the pumice needs to be further excavated.
For example, a large number of elevated road sections are built in a large-scale urban infrastructure, and in order to increase the urban greening rate, greenbelts are generally planted under an elevated bridge to reasonably realize comprehensive space utilization. But at the same time these green belts also bring new problems: and (4) watering. The conventional method comprises the following steps: firstly, sanitation workers irrigate regularly by using a sprinkler or a water gun carriage, but the method wastes time and labor and wastes water resources seriously; secondly, the pipes are irrigated in a timing mode by using water pipes, and the advantages that water is saved, but the cost for laying the pipes is huge; thirdly, the rainwater is recycled and irrigated, for example, the viaduct rainwater infiltration system and method disclosed in the chinese patent CN202011631685.1 effectively save water resources, but the whole system structure is complex, and the utilization rate of the rainwater is not high.
How to realize rainwater collection, seepage storage and purification utilization in the municipal and traffic fields in the promotion of urban infrastructure construction, particularly the treatment of rainwater runoff on an elevated pavement, is a main problem which needs to be solved urgently at present.
In view of the above, there is a need for a rainwater recycling system applied to an urban viaduct, which can utilize the excellent water storage and purification capability of the glass pumice.
Disclosure of Invention
The invention aims to overcome the defects and provide an elevated bridge rainwater recycling system based on the glass pumice, which effectively utilizes the infiltration, filtration and purification and water storage performance of the glass pumice to recycle rainwater to the maximum degree and supply water to green plants in a green belt, thereby realizing the effect of saving water resources to the maximum degree.
The purpose of the invention is realized as follows:
the utility model provides an overpass rainwater recycle system based on glass pumice, includes and is located the processing pond of overpass below, has laid glass pumice layer in the processing pond, and has laid the overburden on the glass pumice layer.
Furthermore, the treatment pool is arranged below the viaduct and a plurality of treatment pools are arranged at intervals along the length direction of the viaduct.
Furthermore, the glass pumice layer is provided with a plurality of layers, and the multi-layer glass pumice layer sequentially comprises an upper glass pumice layer, a middle glass pumice layer and a lower glass pumice layer from top to bottom.
Further, the thickness of the covering layer is 10-20 cm, and the thickness of the glass light stone layer is 30-60 cm;
further, the thickness of the upper glass pumice layer is 30cm, and the pore diameter of micropores of the glass pumice is larger than 1 mm; the thickness of the middle glass pumice layer is 20cm, and the pore diameter of the micropores of the glass pumice is 0.5 mm; the thickness of the lower glass pumice layer is 5cm, and the pore diameter of the micropores of the glass pumice is 0.5 mm.
Furthermore, the inner walls around the treatment tank are paved with permeable cloth, and the bottom of the treatment tank is paved with waterproof cloth.
Furthermore, the covering layer is a soil layer, and green plants are planted on the soil layer to form the surface layer, or the covering layer is a grass planting brick, and the green plants are planted in the grass planting brick to form the surface layer.
Furthermore, various soft and hard paving pavements with good water permeability can be paved on the covering layer to be used as a surface layer; and a water storage well is arranged beside the treatment tank, and the water storage well is communicated with the glass pumice layer through a water channel.
Furthermore, the water channel is a channel layer formed by a glass pumice layer, one end of the channel layer penetrates through the waterproof layer to be communicated with the glass pumice layer, the other end of the channel layer is abutted against the wall of the water storage well, and a water permeable device is arranged at the joint of the wall of the water storage well and the channel layer.
Furthermore, the system also comprises a water collecting device, wherein the water collecting device comprises a downpipe for containing rainwater on the bridge surface of the viaduct, the downpipe is communicated with the rain and sewage separator, and a purified water outlet of the rain and sewage separator is communicated to the glass light stone layer through a pipeline; the rain and sewage separator can be used for periodically cleaning the separated sewage.
Further, the water storage well is positioned between two adjacent treatment pools.
Furthermore, the upper end of the water storage well is provided with an overflow pipe, so that redundant rainwater higher than the overflow pipe opening can be drained into a municipal pipe network.
Compared with the prior art, the invention has the beneficial effects that:
the invention continuously guides the rainwater into the treatment tank through the upper part or the periphery of the treatment tank, and performs infiltration, filtration, purification and water storage on the rainwater through the glass light stone layer in the treatment tank, so that the green plants above the treatment tank can be directly supplied with water through the water storage function of the glass light stone layer, and when the upper part is a paved road surface, the rainwater subjected to filtration can be intensively collected through the water storage well to be supplied with water to the green plants. Thereby need not extra water supply, practiced thrift the water resource, and need not artifical the participation and irrigate, greatly reduced the maintenance cost of green planting, the utilization widely of entire system of being convenient for is favorable to enlarging the planting area in urban green area, improves urban greening percentage of coverage.
Drawings
Fig. 1 is a schematic structural diagram of a viaduct rainwater recycling system based on glass pumice.
Fig. 2 is a schematic application state diagram of the viaduct rainwater recycling system based on the glass pumice.
Wherein:
the water-saving stone water-saving device comprises a covering layer 1, a glass light stone layer 2, a surface layer 3, a water storage well 4 and a water channel 5;
an upper glass light stone layer 2.1, a middle glass light stone layer 2.2 and a lower glass light stone layer 2.3;
pool wall 4.1, cover plate 4.2, observation window 4.3.
Detailed Description
The first embodiment is as follows:
referring to fig. 1 and 2, the viaduct rainwater recycling system based on glass pumice comprises a plurality of treatment pools, wherein the treatment pools are generally in a long strip structure and are arranged at intervals along the viaduct.
Each is handled inner wall all around of pond and has been laid the cloth that permeates water, the bottom in handling the pond has been laid the tarpaulin, and the hydroenergy that gos deep into the mud layer when making peripheral raining through the cloth that permeates water that sets up all around can be deeply handled in the pond and filter and accumulate, and the bottom sets up the water after the water pollution purifies that also avoids containing impurity in the soil in the water infiltration earth after the tarpaulin can effectually avoid purifying.
The multiple layers of glass light stone layers 2 laid in each treatment tank are positioned above the bottom waterproof cloth, and the glass light stone layers 2 are an upper glass light stone layer 2.1, a middle glass light stone layer 2.2 and a lower glass light stone layer 2.3 from top to bottom in sequence;
wherein, the thickness of the upper glass pumice layer 2.1 is 30cm, and the aperture of the micropore of the glass pumice is more than 1 mm; the thickness of the middle glass pumice layer 2.2 is 20cm, and the aperture of the micropore of the glass pumice is 0.5 mm; the thickness of the lower glass pumice layer 2.3 is 5cm, and the pore diameter of the micropores of the glass pumice is 0.5 mm.
A covering layer 1 covers the glass pumice layer 2, the thickness of the covering layer 1 is 10-20 cm, the covering layer 1 is a soil layer, green plants are planted on the soil layer to form a surface layer 3, or the covering layer 1 is a grass planting brick, the green plants are planted in the grass planting brick to form the surface layer 3, or the covering layer 1 can be paved into various soft and hard paved pavements with good water permeability to serve as the surface layer 3;
at the moment, a water storage well 4 is arranged beside each treatment pool, and the water storage well 4 is communicated with the glass light stone layer 2 through a water channel 5;
or be provided with a water storage well 4 between two adjacent processing ponds to make a great deal of water storage well 4 of entire system realize dynamic balance through water course 5 and glass pumice layer 2 based on the linker principle, it has stronger load balancing ability to correspond a water storage well 4 for a set of glass pumice layer 2, still has flood storage regulatory ability in urban waterlogging emergence process.
Specifically, the water channel 5 is a channel layer formed by a glass pumice layer, one end of the channel layer penetrates through the waterproof layer and is communicated with the glass pumice layer 2, the other end of the channel layer is abutted against the pool wall 4.1 of the water storage well 4, and a water permeable device (such as a water permeable brick) is arranged at the joint of the pool wall 4.1 and the channel layer, so that the channel layer is communicated with the water storage well 4.
At this time, water in the water storage well 4 can be used as an irrigation water source for directly extracting or irrigating green plants through a pipeline. The open-top end pressfitting of retaining well 4 has a apron 4.2 to prevent the entering of impurity such as dust and be convenient for regularly maintain, install observation window 4.3 that a toughened glass made on the apron 4.2, be convenient for regularly look over in the retaining well 4, also be convenient for on a small scale to get water.
In detail, a through hole is arranged on the cover plate 4.2, a boss embedded in the through hole is arranged on the bottom surface of the observation window 4.3, and the diameter of the observation window 4.3 is larger than the aperture of the through hole. And the upper end of the water storage well 4 is provided with an overflow pipe which is communicated with the municipal pipe network, and purified rainwater higher than the overflow pipe can be discharged into the municipal pipe network.
In rainy days, rainwater permeates downwards into the glass pumice layer 2 through the surface layer 3 or permeates into the glass pumice layer 2 through the periphery of the treatment pool after being absorbed by soil around the surface layer 3, and then is purified, filtered and stored through the microporous structure of the glass pumice in the glass pumice layer 2, so that water can be supplied to green plants on the surface of the glass pumice layer 2 for a long time by storing water, and purified water can be continuously introduced into the water storage well 4 for later use.
Finally, in order to better contain rainwater on the viaduct, a water collecting device can be arranged, and the water collecting device comprises a downpipe for containing rainwater on the bridge surface of the viaduct, the downpipe is communicated to the rain and sewage separator, and a purified water outlet of the rain and sewage separator is communicated to the glass pumice layer 2 through a pipeline.
Example two:
a viaduct rainwater recycling system based on glass pumice is characterized in that a plurality of treatment pools are arranged below a viaduct, the treatment pools are of long strip-shaped structures and are arranged at intervals along the viaduct, and a water storage well 4 is arranged beside each treatment pool; at least one blind pipe is buried in the glass light stone layer 2 laid in the treatment pool, preferably, a plurality of blind pipes are arranged to enable the whole glass light stone layer 2 to realize the uniformity of water storage, and the sewer pipeline of the viaduct is communicated with the blind pipe, so that rainwater is uniformly accumulated in the glass light stone layer 2.
The water storage well 4 pumps the recovered rainwater to the viaduct through the water replenishing pump to replenish water for the green plants in the bridge deck hanging basket. Meanwhile, the multiple layers of glass light stone layers 2 laid in each treatment tank are positioned above the bottom waterproof cloth, and the glass light stone layers 2 are an upper glass light stone layer 2.1, a middle glass light stone layer 2.2 and a lower glass light stone layer 2.3 from top to bottom in sequence; the multiple layers of glass light stone layers have different pore diameters and thicknesses, so that the multiple layers of glass light stone layers can be gradually filtered and purified, and the purification effect is improved. And the upper end of the water storage well 4 is provided with an overflow pipe which is communicated with the municipal pipe network, and purified rainwater higher than the overflow pipe can be discharged into the municipal pipe network.
Further, the treatment tank is divided into a water retention tank and a water storage tank according to the stacking thickness of the glass pumice layer 2.
Keep the thickness of the light stone layer of glass 2 in the water pond to be 10~30cm, plant green planting on the overburden 1 of laying on the light stone layer of glass 2 simultaneously to can be convenient supply water to green planting through the retaining in the light stone layer of glass 2.
The thickness of the glass pumice layer 2 in the cistern is 50~200cm, and impoundment well 4 is located by the cistern, and impoundment well 4 is linked together with the deeper impoundment well 4 of degree of depth via water course 5, and superficial layer 3 on the glass pumice layer 2 in the cistern is the pavement layer, and the intensity of the glass pumice in the glass pumice layer 2 is enough to support bearing of car on the pavement layer.
Example three:
based on the embodiment, the third embodiment is to perform functional improvement and upgrade on the pumice to obtain the phosphorus removal function:
the invention relates to a multifunctional glass pumice with a phosphorus removal function, which comprises the following preparation processes:
the raw materials comprise the following components in percentage by weight:
90% of glass powder;
2% of iron ore powder containing ferric oxide;
magnesite powder and quicklime mixture, 8%; wherein magnesite powder and quicklime each have 4 percent of each bit.
The raw materials are uniformly mixed, heated, sintered and cooled to form the multifunctional glass pumice with the dephosphorization function.
And (3) verification: the sintered pumice glass with the phosphorus removal function is used as an experimental group, and compared with the conventional common pumice glass as a comparison group, the pumice glass with the same weight is selected and put into a beaker, the same volume of treatment water with the same phosphorus content is poured, and then the phosphorus content of the treatment water solution is detected every 24 hours by using potassium dihydrogen phosphate solution defined in the national standard, so that the phosphorus removal rate is obtained:
0h | 24h | 48h | 60h | |
comparison group | 13.6 | 12.8 | 6.39 | 4.29 |
Experimental group | 13.6 | 5.14 | 6.69 | 3.99 |
The comparative tests show that the phosphorus removal effect is more than twice of that of the original conventional pumice within 24 hours, so that the rapid phosphorus removal can be realized within a short time, and the phosphorus-containing components in various sewage such as rainwater can be reduced, so that the vegetation can be prevented from being burned by excessive phosphorus compound nutrients in the subsequent water supply process of the vegetation.
In detail, the components are as follows:
glass powder obtained by grinding waste glass in a glass production process, wherein the particle size of the glass powder particles is 10-100 mu m
Iron ore powder containing ferric oxide is formed by grinding iron ore;
the magnesite powder and quicklime mixture can be prepared according to the weight ratio of 1:1, and can also be selected according to actual bubbles and the pore diameters of the bubbles. The magnesite powder is a magnesium carbonate mineral, and can increase the number of bubbles in the sintered glass pumice, so that the number of micropores is increased after cooling, the weight is reduced, and the influence on the pore diameter of the bubbles is not obvious (the increase is less than 1 mm). And the quicklime can enlarge the pore diameter of the bubbles, and the quicklime and the bubbles both play a role in promoting foaming, but the effect of adding the quicklime is more remarkable in view of overall foaming. Therefore, when different types of products are fired, the different proportions of the two are selected as foaming additives.
Meanwhile, magnesite powder and quicklime are ground to have the particle size of less than 1pm to form ultrafine particles, the ultrafine particles refer to that the atomic number of the powder is correspondingly reduced along with the reduction of the particle size of the powder, and the proportion of the specific surface area and the surface atomic number to the total atomic number of the particles is gradually increased. When the size of the powder particles is small below a certain critical value, the properties of the particles may change abruptly, resulting in powder particles with properties that are significantly different from those of large particles or bulk materials. The critical dimension of the ultra-fine particles of the same material is different from the critical dimension of the ultra-fine particles of the same material, and the critical dimension required for the ultra-fine particles of the same material is different from the critical dimension required for the ultra-fine particles of the same material.
In the third embodiment, the pumice glass has a dephosphorization function, so that micro-current can be introduced while filtering and storing water to adsorb phosphorus-containing components in sewage, and the pumice glass has better purification capability and improves the purification effect.
Example four:
working on the glass pumice stone according to the examplePerformance improvement upgrades to obtain conductive function constitutes embodiment four:
firstly, preparing a conductive solution:
the conductive solution comprises the following components in percentage by weight:
absolute ethyl alcohol (C)2H6O),500ml;
Tin tetrachloride (SnCl)4),95g;
Antimony pentafluoride (SbF)5),5g;
2000-3000 ml of hydrochloric acid (HCl) with the concentration of 10-50 mol/L;
firstly, adding anhydrous ethanol slowly into a hydrochloric acid solution, slowly stirring to form a mixed solvent, then adding tin tetrachloride and antimony pentafluoride tin antimony compound into the mixed solvent, fully mixing, and stirring to enable the tin tetrachloride and the antimony pentafluoride to form a conductive solution containing a tin antimony conductive compound in a weak acidic combination environment.
And then, attaching the conductive solution to the surface of the sintered glass pumice (the glass pumice is common glass pumice, namely the glass powder and the foaming agent are sintered at high temperature).
There are two attachment methods:
firstly, spraying a conductive solution on the tiled glass pumice by a spray gun, so that the conductive solution is sprayed on the surface of the glass pumice and the inner wall of partial micropores, and meanwhile, in the spraying process, in order to ensure that the spraying is more uniform, the glass pumice can be repeatedly turned over or rolled, for example, the glass pumice is continuously sprayed with an organic solution in a vibrating or rolling state by a vibrating screen or a boiling bed, so that the spraying is more uniform;
soaking the glass pumice in the conductive solution, taking out after about one minute, wherein the soaking mode has low efficiency and insufficient surface uniformity compared with a spraying mode, and the conductive solution layer attached to the surface of the glass pumice has thicker thickness.
And finally, sending the glass pumice attached with the conductive solution layer into an oven, and drying at the temperature of 450 ℃ for 20min to ensure that the conductive solution is solidified on the outer surface of the glass pumice and the inner wall of the micropores to form a conductive layer.
In the fourth embodiment, the pumice glass has the conductive capacity, so that micro-current can be introduced while filtering and storing water, and the biological activity of microorganisms in micropores of the pumice glass is activated, so that the pumice glass has better biological purification capacity, and the purification effect is improved.
In addition: it should be noted that the above-mentioned embodiment is only a preferred embodiment of the present patent, and any modification or improvement made by those skilled in the art based on the above-mentioned conception is within the protection scope of the present patent.
Claims (10)
1. The utility model provides an viaduct rainwater recycle system based on glass pumice, its characterized in that: comprises a treatment tank positioned under a viaduct, and a glass pumice layer (2) is laid in the treatment tank.
2. The viaduct rainwater recycling system based on the glass pumice stone as claimed in claim 1, wherein: the treatment tanks are arranged at intervals along the length direction of the viaduct.
3. The viaduct rainwater recycling system based on the glass pumice stone as claimed in claim 1 or 2, wherein: the glass light stone layer (2) is provided with a plurality of layers, and the multilayer glass light stone layer (2) sequentially comprises an upper glass light stone layer (2.1), a middle glass light stone layer (2.2) and a lower glass light stone layer (2.3) from top to bottom.
4. The viaduct rainwater recycling system based on the glass pumice stone as claimed in claim 3, wherein: the cover layer (1) is laid on the glass light stone layer (2), the thickness of the cover layer (1) is 10-20 cm, and the thickness of the glass light stone layer (2) is 30-60 cm.
5. The viaduct rainwater recycling system based on the glass pumice stone as claimed in claim 4, wherein: the thickness of the upper glass pumice layer (2.1) is 30cm, and the pore diameter of the micropores of the glass pumice is more than 1 mm; the thickness of the middle glass pumice layer (2.2) is 20cm, and the pore diameter of the micropores of the glass pumice is 0.5 mm; the thickness of the lower glass pumice layer (2.3) is 5cm, and the pore diameter of the micropores of the glass pumice is 0.5 mm.
6. The viaduct rainwater recycling system based on the glass pumice stone as claimed in claim 1 or 2, wherein: the overburden (1) is the soil horizon, plants green planting on the soil horizon and constitutes superficial layer (3), perhaps overburden (1) is the grass planting brick, plants green planting in the grass planting brick and constitutes superficial layer (3).
7. The viaduct rainwater recycling system based on the glass pumice stone as claimed in claim 1 or 2, wherein: the covering layer (1) is a pavement layer; and a water storage well (4) is arranged beside the treatment tank, and the water storage well (4) is communicated with the glass pumice layer (2) through a water channel (5).
8. The viaduct rainwater recycling system based on the glass pumice stone as claimed in claim 7, wherein: the water channel (5) is a channel layer formed by a glass light stone layer, one end of the channel layer penetrates through the waterproof layer to be communicated with the glass light stone layer (2), the other end of the channel layer is abutted against a pool wall (4.1) of the water storage well (4), and a water permeable device is arranged at the joint of the pool wall (4.1) and the channel layer.
9. The viaduct rainwater recycling system based on the glass pumice stone as claimed in claim 1, wherein: the system also comprises a water collecting device, wherein the water collecting device comprises a downpipe for containing rainwater on the bridge surface of the viaduct, the downpipe is communicated with the rain and sewage separator, and a purified water outlet of the rain and sewage separator is communicated to the glass light stone layer (2) through a pipeline.
10. The viaduct rainwater recycling system based on the glass pumice stone as claimed in claim 2, wherein: the water storage well (4) is positioned between two adjacent treatment pools.
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Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105540863A (en) * | 2016-02-11 | 2016-05-04 | 尚华军 | Glass-pumice-based water purification system |
CN205712405U (en) * | 2016-04-22 | 2016-11-23 | 大连生命之石新材料有限公司 | A kind of auto purification storage-type Rain Garden system |
CN207121525U (en) * | 2017-09-01 | 2018-03-20 | 大连生命之石新材料有限公司 | A kind of purification of water quality pond based on glass pumice |
CN207160182U (en) * | 2017-09-01 | 2018-03-30 | 大连生命之石新材料有限公司 | A kind of parking lot rainwater-collecting filtration system based on glass pumice |
-
2021
- 2021-08-04 CN CN202110889364.XA patent/CN113700084A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105540863A (en) * | 2016-02-11 | 2016-05-04 | 尚华军 | Glass-pumice-based water purification system |
CN205712405U (en) * | 2016-04-22 | 2016-11-23 | 大连生命之石新材料有限公司 | A kind of auto purification storage-type Rain Garden system |
CN207121525U (en) * | 2017-09-01 | 2018-03-20 | 大连生命之石新材料有限公司 | A kind of purification of water quality pond based on glass pumice |
CN207160182U (en) * | 2017-09-01 | 2018-03-30 | 大连生命之石新材料有限公司 | A kind of parking lot rainwater-collecting filtration system based on glass pumice |
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