CN110627447A - Pervious concrete sewage filtering device and method thereof - Google Patents
Pervious concrete sewage filtering device and method thereof Download PDFInfo
- Publication number
- CN110627447A CN110627447A CN201911007826.XA CN201911007826A CN110627447A CN 110627447 A CN110627447 A CN 110627447A CN 201911007826 A CN201911007826 A CN 201911007826A CN 110627447 A CN110627447 A CN 110627447A
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- Prior art keywords
- pervious concrete
- stage
- water tank
- parts
- sewage
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D36/00—Filter circuits or combinations of filters with other separating devices
- B01D36/04—Combinations of filters with settling tanks
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- 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
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
-
- 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
- C02F1/004—Processes for the treatment of water whereby the filtration technique is of importance using large scale industrial sized filters
-
- 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
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00241—Physical properties of the materials not provided for elsewhere in C04B2111/00
- C04B2111/00284—Materials permeable to liquids
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/00793—Uses not provided for elsewhere in C04B2111/00 as filters or diaphragms
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/40—Porous or lightweight materials
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Organic Chemistry (AREA)
- Ceramic Engineering (AREA)
- Structural Engineering (AREA)
- Materials Engineering (AREA)
- Inorganic Chemistry (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Filtering Materials (AREA)
Abstract
The invention discloses a pervious concrete sewage filtering device and a method thereof, wherein the pervious concrete sewage filtering device comprises the following steps: the device comprises a first-stage pervious concrete water tank, a second-stage pervious concrete water tank and a third-stage collecting tank, wherein the second-stage pervious concrete water tank is arranged on the lower side of the first-stage pervious concrete water tank; the upper edge of the first-stage pervious concrete pool is provided with a reticular clapboard for filtering stones; the bottom single face of the first-stage permeable concrete water tank is permeable, and the bottom and the side parts of the second-stage permeable concrete water tank are permeable. According to the invention, the sewage is collected through the first-stage permeable concrete water tank, stones are flushed on one side of the sewage through the net-shaped partition plate, leaked mortar water is precipitated, the sewage enters the second-stage permeable concrete water tank through the bottom of the first-stage permeable concrete water tank, and is filtered to the third-stage collecting tank for collection and recycling through multi-surface permeable at the bottom and the side of the second-stage permeable concrete water tank, so that more clear water can be obtained more quickly without being influenced by continuous production.
Description
Technical Field
The invention relates to the technical field of sewage filtration, in particular to a pervious concrete sewage filtration device and a method thereof.
Background
The existing sewage tank obtains clear water by sedimentation and overflowing in a three-level or multi-level sedimentation tank, the sedimentation needs a long time, the influence of continuous production is also caused, and turbid water is obtained after multi-level sedimentation.
Pervious concrete is also called porous concrete, sand-free concrete and pervious terrace. It is a porous light concrete which is made up by mixing aggregate, cement, reinforcing agent and water, and contains no fine aggregate. The pervious concrete is a cellular structure with uniformly distributed pores formed by coating a thin layer of cement slurry on the surface of coarse aggregate and bonding the thin layer of cement slurry, so that the pervious concrete has the characteristics of air permeability, water permeability and light weight.
Accordingly, the prior art is yet to be improved and developed.
Disclosure of Invention
The invention aims to solve the technical problem that in order to overcome the defects in the prior art, the invention provides the pervious concrete sewage filtering device, wherein pervious concrete is adopted to build a water filtering pool in a sedimentation tank, so that clear water is better filtered out for recycling.
The technical scheme adopted by the invention for solving the technical problem is as follows:
a pervious concrete sewage filtering device comprises:
the device comprises a first-stage pervious concrete water tank, a second-stage pervious concrete water tank and a third-stage collecting tank, wherein the second-stage pervious concrete water tank is arranged on the lower side of the first-stage pervious concrete water tank;
the upper edge of the first-stage pervious concrete pool is provided with a reticular clapboard for filtering stones;
the bottom single face of the first-stage permeable concrete water tank is permeable, and the bottom and the side parts of the second-stage permeable concrete water tank are permeable.
Preferably, the bottom of the first stage pervious concrete pool and the bottom and the side of the second stage pervious concrete pool are both pervious concrete.
Preferably, the pervious concrete comprises the following components in percentage by mass:
90 parts of water;
300 parts of Portland cement;
1280 parts of first crushed stone;
500 parts of second crushed stone;
7 parts of an additive.
Preferably, the feed also comprises the following components in parts by mass:
73 parts of fly ash.
Preferably, the feed also comprises the following components in parts by mass:
11 parts of glass fiber or steel fiber.
Preferably, the feed also comprises the following components in parts by mass:
and 2 parts of resin.
Preferably, the maximum diameter of the first crushed stone is 1cm-2cm and the maximum diameter of the second crushed stone is 0-0.5 cm.
Preferably, the pervious concrete has a porosity of 20% to 40%.
Preferably, the mesh-like separator has a pore size of 5 mm.
The invention also provides a pervious concrete sewage filtering method, which comprises the following steps:
filtering the stones by sewage cleaned by the mixing plant and the mixing truck through a net-shaped partition plate on the first-stage pervious concrete water tank, and precipitating the mortar water to the bottom of the first-stage pervious concrete water tank in a leaking manner;
the mortar water permeates into the second-stage pervious concrete water tank through the bottom of the first-stage pervious concrete water tank;
and water permeates to the third-stage collecting tank through the bottom and the side part of the second-stage pervious concrete water tank for recycling.
Compared with the prior art, the embodiment of the application mainly has the following beneficial effects:
first order permeable concrete pond collects the abluent sewage in churning station place and trucd mixer, these sewage are washed the stone on one side through netted baffle, then will leak down the mortar water and deposit, the bottom through first order permeable concrete pond gets into the permeable concrete pond of second level, then the bottom and the lateral part multiaspect through the permeable concrete pond of second level are permeated water, faster filter water to third level collecting pit and collect the recycling, two and two three pond steps are downward, be favorable to the rivers to flow down, more clear water is obtained more soon.
Drawings
In order to illustrate the solution of the present application more clearly, the drawings that are needed in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present application, and that other drawings can be obtained by those skilled in the art without inventive effort.
FIG. 1 is a schematic structural view of a pervious concrete sewage filtering apparatus according to a preferred embodiment of the present invention.
FIG. 2 is a schematic flow chart of a method for filtering pervious concrete wastewater according to a preferred embodiment of the present invention.
Detailed Description
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs; the terminology used in the description of the application herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the application; the terms "including" and "having," and any variations thereof, in the description and claims of this application and the description of the above figures are intended to cover non-exclusive inclusions. The terms "first," "second," and the like in the description and claims of this application or in the above-described drawings are used for distinguishing between different objects and not for describing a particular order.
Reference herein to "an embodiment" means that a particular feature, structure, or characteristic described in connection with the embodiment can be included in at least one embodiment of the application. The appearances of the phrase in various places in the specification are not necessarily all referring to the same embodiment, nor are separate or alternative embodiments mutually exclusive of other embodiments. It is explicitly and implicitly understood by one skilled in the art that the embodiments described herein can be combined with other embodiments.
The embodiment of the invention provides a pervious concrete sewage filtering device, as shown in figure 1, comprising: the system comprises a first-stage pervious concrete pool 100, wherein a second-stage pervious concrete pool 200 is arranged on the lower side of the first-stage pervious concrete pool 100, and a third-stage collecting pool 300 is arranged on the lower side of the second-stage pervious concrete pool 200; the upper edge of the first-stage pervious concrete pool 100 is provided with a reticular clapboard 101 for filtering stones; the bottom of the first-stage pervious concrete pool 100 is pervious to water on a single side, and the bottom and the side of the second-stage pervious concrete pool 200 are pervious to water on multiple sides.
The concrete mixing plant is used for sewage treatment, concrete is used for solving the problem, a water filtering pool is built in a sedimentation tank by using pervious concrete, the original sedimentation overflow is changed into infiltration and filtration to obtain clear water, and the water resource recycling is realized.
The method specifically comprises the following steps: first order pervious concrete pond 100 collects the abluent sewage in stirring station place and trucd mixer, these sewage are washed the stone on one side through netted baffle 101, then will leak down the sediment thick liquid water and deposit, the bottom through first order pervious concrete pond 100 gets into second level pervious concrete pond 200, then permeate water through the bottom and the lateral part multiaspect of second level pervious concrete pond 200, faster filter water to third level collecting pit 300 and collect the used circulation, two and two three pond steps are downward, go up along the level, do benefit to the rivers, more clear water is obtained more fast. The water filtered by the permeable concrete infiltration tank is more thoroughly separated from sand, stone and sand, and is cleaner and not influenced by continuous production.
The concrete sewage is free of suspended matters, few acid and alkali toxic substances exist, clear water can be obtained through percolation, original precipitation and overflow are changed into permeation filtration, the water is clearer, sand or carbon can be filled between two permeable concrete walls, and the concrete sewage is close to the edible standard after sand and carbon filtration.
Of course, the three-stage water tanks can also be arranged in parallel, and the filtering purpose can be achieved by the parallel arrangement.
In a further preferred embodiment of the present invention, the bottom of the first stage pervious concrete pool and the bottom and the side of the second stage pervious concrete pool are pervious concrete.
In a further preferred embodiment of the present invention, the pervious concrete comprises the following components by mass:
90 parts of water;
300 parts of Portland cement;
1280 parts of first crushed stone;
500 parts of second crushed stone;
7 parts of an additive.
In a further preferred embodiment of the invention, the feed additive also comprises the following components in parts by mass:
73 parts of fly ash.
In a further preferred embodiment of the invention, the feed additive also comprises the following components in parts by mass:
11 parts of glass fiber or steel fiber. The strength of the pervious concrete can be enhanced after the glass fiber or the steel fiber is added.
In a further preferred embodiment of the invention, the feed additive also comprises the following components in parts by mass:
and 2 parts of resin. The resin is added to obtain more refined filtered water.
In a further preferred embodiment of the invention, the first crushed stone has a maximum diameter of 1cm to 2cm and the second crushed stone has a maximum diameter of 0 to 0.5 cm. In this case, 0 means that the powder is powdery, that is, crushed stone.
In a further preferred embodiment of the invention, the pervious concrete has a porosity of 20% to 40%.
In a further preferred embodiment of the present invention, the mesh-like separator has a pore size of 5 mm.
As shown in fig. 2, the present invention also provides a pervious concrete sewage filtering method, which comprises the following steps:
s100, filtering the stones by sewage cleaned by the mixing station and the mixing truck through a net-shaped partition plate on the first-stage pervious concrete water tank, and precipitating the mortar water to the bottom of the first-stage pervious concrete water tank in a leaking manner;
s200, allowing the mortar water to permeate into a second-stage pervious concrete water tank through the bottom of the first-stage pervious concrete water tank;
and S300, permeating water to the third-stage collecting tank through the bottom and the side of the second-stage pervious concrete water tank for recycling.
In summary, the invention discloses a pervious concrete sewage filtering device and a method thereof, comprising the following steps: the device comprises a first-stage pervious concrete water tank, a second-stage pervious concrete water tank and a third-stage collecting tank, wherein the second-stage pervious concrete water tank is arranged on the lower side of the first-stage pervious concrete water tank; the upper edge of the first-stage pervious concrete pool is provided with a reticular clapboard for filtering stones; the bottom single face in the first order pervious concrete pond permeates water, the bottom and the lateral part multiaspect in the second order pervious concrete pond permeate water, collect the abluent sewage in churning station place and trucd mixer through the first order pervious concrete pond, these sewage are washed the stone on one side through netted baffle, then will leak down the sediment thick liquid water and deposit, get into the second order pervious concrete pond through the bottom in the first order pervious concrete pond, then permeate water through the bottom and the lateral part multiaspect in the second order pervious concrete pond, faster filter water to third level collection pond and collect recycles, obtain more clear water sooner.
It is to be understood that the above-described embodiments are merely illustrative of some, but not restrictive, of the broad invention, and that the appended drawings illustrate preferred embodiments of the invention and do not limit the scope of the invention. This application is capable of embodiments in many different forms and is provided for the purpose of enabling a thorough understanding of the disclosure of the application. Although the present application has been described in detail with reference to the foregoing embodiments, it will be apparent to one skilled in the art that the present application may be practiced without modification or with equivalents of some of the features described in the foregoing embodiments. All equivalent structures made by using the contents of the specification and the drawings of the present application are directly or indirectly applied to other related technical fields and are within the protection scope of the present application.
Claims (10)
1. The utility model provides a concrete sewage filter equipment permeates water which characterized in that includes:
the device comprises a first-stage pervious concrete water tank, a second-stage pervious concrete water tank and a third-stage collecting tank, wherein the second-stage pervious concrete water tank is arranged on the lower side of the first-stage pervious concrete water tank;
the upper edge of the first-stage pervious concrete pool is provided with a reticular clapboard for filtering stones;
the bottom single face of the first-stage permeable concrete water tank is permeable, and the bottom and the side parts of the second-stage permeable concrete water tank are permeable.
2. The pervious concrete wastewater filtration device of claim 1, wherein the bottom of the first stage pervious concrete basin and the bottom and sides of the second stage pervious concrete basin are both pervious concrete.
3. The pervious concrete wastewater filtration device of claim 2, wherein the pervious concrete comprises the following components in parts by mass:
90 parts of water;
300 parts of Portland cement;
1280 parts of first crushed stone;
500 parts of second crushed stone;
7 parts of an additive.
4. The pervious concrete sewage filtering device of claim 3, further comprising the following components in parts by mass:
73 parts of fly ash.
5. The pervious concrete sewage filtering device of claim 4, further comprising the following components in parts by mass:
11 parts of glass fiber or steel fiber.
6. The pervious concrete sewage filtering device of claim 4, further comprising the following components in parts by mass:
and 2 parts of resin.
7. The pervious concrete sewage filtration unit of claim 3 wherein the first macadam has a maximum diameter of 1cm to 2cm and the second macadam has a maximum diameter of 0 to 0.5 cm.
8. The pervious concrete wastewater filtration device of claim 3, wherein the pervious concrete has a porosity of 20% to 40%.
9. The pervious concrete wastewater filtration device of claim 1, wherein the mesh-like partition has a pore size of 5 mm.
10. A pervious concrete sewage filtering method is characterized by comprising the following steps:
filtering the stones by sewage cleaned by the mixing plant and the mixing truck through a net-shaped partition plate on the first-stage pervious concrete water tank, and precipitating the mortar water to the bottom of the first-stage pervious concrete water tank in a leaking manner;
the mortar water permeates into the second-stage pervious concrete water tank through the bottom of the first-stage pervious concrete water tank;
and water permeates to the third-stage collecting tank through the bottom and the side part of the second-stage pervious concrete water tank for recycling.
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