CN116375403A - Preparation method of renewable ceramic filler and application of renewable ceramic filler in sewage treatment - Google Patents

Preparation method of renewable ceramic filler and application of renewable ceramic filler in sewage treatment Download PDF

Info

Publication number
CN116375403A
CN116375403A CN202310353785.XA CN202310353785A CN116375403A CN 116375403 A CN116375403 A CN 116375403A CN 202310353785 A CN202310353785 A CN 202310353785A CN 116375403 A CN116375403 A CN 116375403A
Authority
CN
China
Prior art keywords
renewable
ceramic filler
renewable ceramic
preparing
heating
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
CN202310353785.XA
Other languages
Chinese (zh)
Inventor
吴卓霖
赖伟青
李学武
雷路贵
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangdong Lvshao Environmental Protection Engineering Co ltd
Original Assignee
Guangdong Lvshao Environmental Protection Engineering Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Guangdong Lvshao Environmental Protection Engineering Co ltd filed Critical Guangdong Lvshao Environmental Protection Engineering Co ltd
Priority to CN202310353785.XA priority Critical patent/CN116375403A/en
Publication of CN116375403A publication Critical patent/CN116375403A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/001Compositions 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 unburned clay
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/26Carbonates
    • C04B14/28Carbonates of calcium
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/10Carbohydrates or derivatives thereof
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds
    • C04B24/38Polysaccharides or derivatives thereof
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F2003/001Biological treatment of water, waste water, or sewage using granular carriers or supports for the microorganisms
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P40/00Technologies relating to the processing of minerals
    • Y02P40/60Production of ceramic materials or ceramic elements, e.g. substitution of clay or shale by alternative raw materials, e.g. ashes

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Organic Chemistry (AREA)
  • Structural Engineering (AREA)
  • Materials Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Inorganic Chemistry (AREA)
  • Civil Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Dispersion Chemistry (AREA)
  • Molecular Biology (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Biological Treatment Of Waste Water (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

The invention relates to a preparation method of a renewable ceramic filler, which comprises the following steps: s1, mixing river bottom mud and domestic sludge with a foaming agent, an adhesive and water, baking, cooling, crushing and sieving to obtain coarse materials; s2, ball-milling and granulating the coarse material to obtain a precursor; s3, heating the precursor in a gradient way until the temperature reaches 100-120 ℃, keeping the constant temperature, and cooling to obtain a product; wherein the adhesive adopts components including modified chitosan, vaseline, glucose, kaolin and water; the modified chitosan is a product obtained by reacting chitosan with cysteine. The base materials adopted by the invention are common soil and sludge, and are matched with special adhesives and foaming agents, so that a porous ceramic filler structure with ideal appearance can be formed after heat treatment, and the attachment, metabolism and regeneration of flora are facilitated, so that the waste in sewage can be treated efficiently and continuously.

Description

Preparation method of renewable ceramic filler and application of renewable ceramic filler in sewage treatment
Technical Field
The invention relates to the field of sewage treatment, in particular to a preparation method of a renewable ceramic filler and application of the renewable ceramic filler in sewage treatment.
Background
Along with the rapid development of industry, industrial wastewater is one of industries with serious ecological environmental pollution, the wastewater has the characteristics of large discharge amount, complex components, high concentration and the like, about 20 percent of raw materials, chemical agents and other impurities in the wastewater exist in the wastewater, the biodegradability (B/C) is low, the treatment difficulty is high, so that SS and COD in the water are much higher than those of common wastewater, and meanwhile, the chromaticity is serious. Aiming at the technical scheme of adsorbing harmful substances in wastewater, the prior art mainly adopts a method of physically adsorbing heavy metal ions, greasy dirt and the like in the wastewater by solid particulate matters with larger specific surface areas such as ceramic fillers and performing biological treatments such as metabolism and the like on the solid particulate matters by microorganism groups growing in various pores of the ceramic fillers to purify the wastewater.
At present, the common materials of the ceramic filler are corundum sand, silicon carbide and other substances, and are matched with components such as an adhesive, a foaming agent and the like, and the ceramic filler is obtained through heating, crushing and granulating, so that the ceramic filler with more pores, large specific surface area and stable performance is expected to be obtained, and a relatively stable propagation and metabolism environment can be obtained in the ceramic filler by microorganisms, so that the sewage treatment effect is improved. However, the pore size and the pore size of the ceramic filler are closely related to the use of the binder and the foaming agent, and if a proper foaming agent and a proper foaming agent are not found, the pore size of the finally formed ceramic filler is small and large, so that the number of bacterial groups is influenced, and the impact resistance is poor.
The application of porous ceramic fillers in the field of sewage treatment is described in the patents of the prior art CN104072090A, CN108726623A and CN109231960A, and the like, however, comparison of sewage treatment effects under turbulent flow is rarely achieved. It is expected that the increase in the water flow rate, and thus the treatment time, tends to affect the sewage treatment effect of the ceramic filler due to the loss of the bacterial flora.
In view of the foregoing, there is a need to develop a new solution for preparing renewable ceramic fillers that can solve the above-mentioned drawbacks.
Disclosure of Invention
Based on the above, the invention develops a preparation method of the renewable ceramic filler, wherein the adopted base materials are common soil and sludge, and the base materials are matched with a special adhesive and a foaming agent, so that a porous ceramic filler structure with ideal appearance can be formed after heat treatment, and the attachment, metabolism and regeneration of flora are facilitated, so that the waste in sewage can be treated efficiently and continuously.
An object of the present invention is to provide a method for producing a renewable ceramic filler, comprising the steps of:
s1, mixing river bottom mud and domestic sludge with a foaming agent, an adhesive and water, baking, cooling, crushing and sieving to obtain coarse materials;
s2, ball-milling and granulating the coarse material to obtain a precursor;
s3, heating the precursor in a gradient way until the temperature reaches 100-120 ℃, keeping the constant temperature, and cooling to obtain a product;
wherein the adhesive adopts components including modified chitosan, vaseline, glucose, kaolin and water;
the modified chitosan is a product obtained by reacting chitosan with cysteine.
Further, the foaming agent is selected from calcium carbonate.
Further, the preparation method of the modified chitosan comprises the following steps:
l1, dissolving chitosan in an aqueous solution of acetic acid to form a solution;
l2, heating the solution, gradually adding cysteine, reacting 6-10 h, removing the solvent and the residual raw materials, and drying to obtain the modified chitosan.
Further, in step S3, the gradient heating method is as follows: heating the precursor to 60-80 ℃ and keeping the temperature constant at 1-2 h; then heating to 100-120 deg.C, and keeping the temperature at 1-2 h deg.C.
Further, in step S1, the mass parts of the river sediment and the domestic sludge are as follows: 40-50 parts of river bottom mud and 50-60 parts of domestic sludge.
Further, in the step S1, the foaming agent is 3-5 wt% of coarse materials; the binder is 3-5 wt% of the coarse material.
Further, in the step S1, the modified chitosan is 50-70 wt% of the foaming agent.
The invention also aims to provide the application of the renewable ceramic prepared by the preparation method of the renewable ceramic filler in sewage treatment.
Further, the application of the renewable ceramic prepared by the preparation method of the renewable ceramic filler in sewage treatment comprises the following steps:
c1, regulating the pH value of the wastewater to 6-9, and regulating the temperature to 15-35 ℃;
c2, putting the renewable ceramics into the reactor, and carrying out aerobic or anaerobic treatment for 7-10 days;
and C3, testing the index of the wastewater.
Further, the renewable ceramic is 10-30 wt% of sewage.
The invention has the following beneficial effects:
the invention discloses a preparation method of renewable ceramic filler, wherein the adhesive adopts a composition comprising modified chitosan, and the modified chitosan is a product obtained by reacting chitosan with cysteine. On one hand, the obtained modified chitosan contains amino and sulfhydryl groups, and the strong polar groups can better adsorb the foaming agent calcium carbonate particles, so that the foaming agent calcium carbonate particles are adsorbed on the adhesive relatively stably; on the other hand, chitosan itself is a high polymer structure which is easy to form a three-dimensional network structure in a substrate, so that a foaming agent can be dispersed to various parts of the substrate along with a polymer chain segment, thereby forming uniform, compact and small-particle-size pores in the foaming process.
The other components in the adhesive, glucose and kaolin, can assist the binding effect of the adhesive and the effect of dispersing the solid particles, while the vaseline has strong adhesion.
Description of the embodiments
In order to more clearly illustrate the technical solution of the present invention, the following examples are set forth. The starting materials, reactions and workup procedures used in the examples are those commonly practiced in the market and known to those skilled in the art unless otherwise indicated.
The words "preferred," "more preferred," and the like in the present disclosure refer to embodiments of the present disclosure that may provide certain benefits in some instances. However, other embodiments may be preferred under the same or other circumstances. Furthermore, the recitation of one or more preferred embodiments does not imply that other embodiments are not useful, nor is it intended to exclude other embodiments from the scope of the invention.
It should be understood that, except in any operating examples, or where otherwise indicated, quantities or all numbers expressing, for example, quantities of ingredients used in the specification and claims are to be understood as being modified in all instances by the term "about". Accordingly, unless indicated to the contrary, the numerical parameters set forth in the following specification and attached claims are approximations that may vary depending upon the desired properties to be obtained by the present invention.
The chitosan in the embodiment of the invention is purchased from Qingdao Hongsha biotechnology Co., ltd, and has the molecular weight of 100 kDa, the deacetylation degree of 91.0% and the viscosity of 45 mPa.s.
The river bottom mud is collected from Guangzhou river sections of Zhujiang (collection region: near subway entrance of Zhujiang newcastle);
the domestic sludge is collected from Guangzhou municipal sewage treatment Limited liability company;
the particle size of the calcium carbonate is 0.02 mu m;
the rest reagents are all common substances on the market.
The parts are all parts by weight.
The adhesive comprises the following components: 60 parts of modified chitosan, 5 parts of Vaseline, 5 parts of glucose, 20 parts of kaolin and 20 parts of water.
The modified chitosan is a product obtained by reacting chitosan with cysteine. The method comprises the following specific steps:
l1, dissolving chitosan in a sufficient amount of 15 wt% acetic acid aqueous solution to form a solution;
l2, heating the solution to 50 ℃, then gradually adding cysteine (the cysteine is excessive relative to chitosan), stirring for reaction 6 h, then removing the solvent and the residual raw materials, and drying to obtain the modified chitosan.
Example 1:
a method for preparing a renewable ceramic filler comprising the steps of:
s1, mixing 50 parts of river bottom mud and 50 parts of domestic sludge with 7 parts of foaming agent, 10 parts of adhesive and 30 parts of water uniformly, baking at 110 ℃ until the mixture becomes hard, cooling, crushing by a crushing device and sieving by a 100-mesh sieve to obtain coarse material;
s2, ball milling and granulating the coarse material into spheres with the particle size of 7 mm by using a ball mill to obtain a precursor;
s3, heating the precursor in a two-stage gradient manner, and firstly, heating the precursor to 60 ℃ from normal temperature at a speed of 3 ℃/min and keeping the temperature constant at 1 h; then the temperature is increased to 100 ℃ at the speed of 3 ℃/min, the constant temperature is 1 h, and then the product is obtained after cooling.
Example 2:
a method for preparing a renewable ceramic filler comprising the steps of:
s1, uniformly mixing 45 parts of river bottom mud and 55 parts of domestic sludge, 8 parts of foaming agent, 12 parts of adhesive and 35 parts of water, baking at 115 ℃ until the mixture becomes hard, cooling, crushing by a crushing device and sieving by a 100-mesh sieve to obtain coarse material;
s2, ball milling and granulating the coarse material into spheres with the particle size of 7 mm by using a ball mill to obtain a precursor;
s3, heating the precursor in a two-stage gradient manner, and firstly, heating the precursor to 70 ℃ from normal temperature at a speed of 4 ℃/min and keeping the temperature constant for 2 h; then the temperature is increased to 120 ℃ at the speed of 4 ℃/min, the constant temperature is 2 h, and then the product is obtained after cooling.
Example 3:
a method for preparing a renewable ceramic filler comprising the steps of:
s1, uniformly mixing 47 parts of river bottom mud and 60 parts of domestic sludge with 10 parts of foaming agent, 15 parts of adhesive and 47 parts of water, baking at 105 ℃ until the mixture becomes hard, cooling, crushing by a crushing device and sieving by a 100-mesh sieve to obtain coarse material;
s2, ball milling and granulating the coarse material into spheres with the particle size of 7 mm by using a ball mill to obtain a precursor;
s3, heating the precursor in a two-stage gradient manner, and firstly, heating the precursor to 75 ℃ from normal temperature at a speed of 4 ℃/min and keeping the temperature constant at 2 h; then the temperature is increased to 110 ℃ at the speed of 4 ℃/min, the constant temperature is 1 h, and then the product is obtained after cooling.
Example 4:
a method for preparing a renewable ceramic filler comprising the steps of:
s1, uniformly mixing 45 parts of river bottom mud and 62 parts of domestic sludge, 11 parts of foaming agent, 17 parts of adhesive and 55 parts of water, baking at 108 ℃ until the mixture becomes hard, cooling, crushing by a crushing device and sieving by a 100-mesh sieve to obtain coarse materials;
s2, ball milling and granulating the coarse material into spheres with the particle size of 8 mm by using a ball mill to obtain a precursor;
s3, heating the precursor in a two-stage gradient manner, and firstly, heating the precursor to 80 ℃ from normal temperature at a speed of 3 ℃/min and keeping the temperature at 1.5 h; then the temperature is increased to 115 ℃ at the speed of 4 ℃/min, the constant temperature is 1.5 h, and then the product is obtained after cooling.
Comparative example 1
The preparation method of the renewable ceramic filler of comparative example 1 is the same as that of example 1, except that the modified chitosan is not used in comparative example 1, but the chitosan with equal mass fraction is directly used instead.
Comparative example 2
The comparative example 2 was prepared by the same method as in example 1 except that calcium carbonate was not used in comparative example 2, but sodium silicate was directly used instead of the same amount of sodium silicate.
Test example 1
The renewable ceramic fillers obtained in examples 1-2 and comparative examples 1-2 were used in sewage treatment experiments. The sewage is taken from the water body of the aerobic section and the anaerobic section of the Guangzhou municipal sewage treatment limited responsibility company, and is mixed according to the volume ratio of 1:1, and the obtained water body is enough to complete the test case.
The test steps are as follows:
c1, subpackaging the wastewater to be tested into a plurality of pools (volume is 10 m < 3 >) which are built by reinforced cement with the same volume, adjusting the pH of the wastewater to be tested to 7.5, adjusting the temperature to 25+/-1 ℃, and setting a stirrer on the wastewater to continuously stir the wastewater in the pools (rotating speed is 30 r/min), so that turbulent environment is caused;
c2, aerobic treatment: putting the renewable ceramics obtained in the examples 1-2 and the comparative examples 1-2 into the bottoms of four different pools (the renewable ceramics is 20 wt% of sewage) respectively, aerating for 7 days, and ensuring that the oxygen content in the sewage is 3-5 mg/L;
c2', anaerobic treatment: putting the renewable ceramics obtained in the embodiment 1-2 and the comparative example 1-2 into the bottoms of the four different pools d (the renewable ceramics is 20 wt% of sewage), sealing the tops of the pools by using plastic cloth, performing anaerobic treatment for 7 days, and ensuring that the oxygen content in the sewage is 0.2 mg/L;
and C3, testing the index of the wastewater after the renewable ceramic treatment, and comparing with the index before the treatment.
The results obtained are shown in Table 1.
TABLE 1 comparison of SS and COD indicators before and after wastewater treatment
Figure SMS_1
As can be seen from Table 1, the examples have significant advantages over the comparative examples, both after aerobic and anaerobic treatment, mainly because the renewable ceramic filler formed in the examples has a desirable morphology, and is thus more suitable for stable and healthy survival of microbial flora, and can be relatively firmly attached to ceramic pores even in turbulent environments, thereby efficiently treating SS and COD in wastewater.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.

Claims (10)

1. A method for preparing a renewable ceramic filler, characterized in that the method for preparing the renewable ceramic filler comprises the following steps:
s1, mixing river bottom mud and domestic sludge with a foaming agent, an adhesive and water, baking, cooling, crushing and sieving to obtain coarse materials;
s2, ball-milling and granulating the coarse material to obtain a precursor;
s3, heating the precursor in a gradient way until the temperature reaches 100-120 ℃, keeping the constant temperature, and cooling to obtain a product;
wherein the adhesive adopts components including modified chitosan, vaseline, glucose, kaolin and water;
the modified chitosan is a product obtained by reacting chitosan with cysteine.
2. The method of preparing a renewable ceramic filler according to claim 1, wherein the foaming agent is selected from the group consisting of calcium carbonate.
3. The method for preparing the renewable ceramic filler according to claim 1, wherein the method for preparing the modified chitosan comprises the following steps:
l1, dissolving chitosan in an aqueous solution of acetic acid to form a solution;
l2, heating the solution, gradually adding cysteine, reacting 6-10 h, removing the solvent and the residual raw materials, and drying to obtain the modified chitosan.
4. The method for producing a renewable ceramic filler according to claim 1, wherein in step S3, the gradient heating method is: heating the precursor to 60-80 ℃ and keeping the temperature constant at 1-2 h; then heating to 100-120 deg.C, and keeping the temperature at 1-2 h deg.C.
5. The method for preparing the renewable ceramic filler according to claim 1, wherein in the step S1, the mass parts of the river sediment and the domestic sludge are as follows: 40-50 parts of river bottom mud and 50-60 parts of domestic sludge.
6. The method for producing a renewable ceramic filler according to claim 1, wherein in step S1, the foaming agent is 3 to 10 wt% of coarse material; the binder is 3-10 wt% of the coarse material.
7. The method for producing a renewable ceramic filler according to claim 1, wherein in step S1, the modified chitosan is 50 to 70% wt% of the foaming agent.
8. Use of a renewable ceramic prepared by the method for preparing a renewable ceramic filler according to any one of claims 1 to 7 in wastewater treatment.
9. The use of the renewable ceramics prepared by the preparation method of the renewable ceramic filler in sewage treatment according to claim 8, wherein the use of the renewable ceramics prepared by the preparation method of the renewable ceramic filler in sewage treatment comprises the following steps:
c1, regulating the pH value of the wastewater to 6-9, and regulating the temperature to 15-35 ℃;
c2, putting the renewable ceramics into the reactor, and carrying out aerobic or anaerobic treatment for 7-10 days;
and C3, testing the index of the wastewater.
10. The use of the renewable ceramic filler prepared by the method according to claim 9 in sewage treatment, wherein the renewable ceramic is 10-30 wt% of sewage.
CN202310353785.XA 2023-04-05 2023-04-05 Preparation method of renewable ceramic filler and application of renewable ceramic filler in sewage treatment Withdrawn CN116375403A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202310353785.XA CN116375403A (en) 2023-04-05 2023-04-05 Preparation method of renewable ceramic filler and application of renewable ceramic filler in sewage treatment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202310353785.XA CN116375403A (en) 2023-04-05 2023-04-05 Preparation method of renewable ceramic filler and application of renewable ceramic filler in sewage treatment

Publications (1)

Publication Number Publication Date
CN116375403A true CN116375403A (en) 2023-07-04

Family

ID=86967075

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202310353785.XA Withdrawn CN116375403A (en) 2023-04-05 2023-04-05 Preparation method of renewable ceramic filler and application of renewable ceramic filler in sewage treatment

Country Status (1)

Country Link
CN (1) CN116375403A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117088639A (en) * 2023-09-04 2023-11-21 广东绿韶环保工程有限公司 Preparation method and application of ceramic filler for sewage treatment

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106587302A (en) * 2016-12-29 2017-04-26 河南水晶头文化传媒有限公司 Environment-friendly heavy metal sewage treating agent and preparing method thereof
CN107261649A (en) * 2017-07-19 2017-10-20 安徽三品技术服务有限公司 Water warfare ceramic element and preparation method containing chitin modified concave convex rod
CN109809519A (en) * 2019-03-30 2019-05-28 刘华 A kind of Organic-inorganic composite sewage-treating agent and preparation method thereof
US20200048147A1 (en) * 2017-04-19 2020-02-13 Qingdao Yi Eco-Environmental Protection Technology Co. Ltd Method for preparing ceramsite by using municipal sludge as raw material
CN111495338A (en) * 2020-04-24 2020-08-07 夏包煜 Degradable magnetic polypropylene-based hydrogel adsorption material and preparation method thereof

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106587302A (en) * 2016-12-29 2017-04-26 河南水晶头文化传媒有限公司 Environment-friendly heavy metal sewage treating agent and preparing method thereof
US20200048147A1 (en) * 2017-04-19 2020-02-13 Qingdao Yi Eco-Environmental Protection Technology Co. Ltd Method for preparing ceramsite by using municipal sludge as raw material
CN107261649A (en) * 2017-07-19 2017-10-20 安徽三品技术服务有限公司 Water warfare ceramic element and preparation method containing chitin modified concave convex rod
CN109809519A (en) * 2019-03-30 2019-05-28 刘华 A kind of Organic-inorganic composite sewage-treating agent and preparation method thereof
CN111495338A (en) * 2020-04-24 2020-08-07 夏包煜 Degradable magnetic polypropylene-based hydrogel adsorption material and preparation method thereof

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
夏征农: "辞海 工程技术分册", 上海辞书出版社, pages: 967 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117088639A (en) * 2023-09-04 2023-11-21 广东绿韶环保工程有限公司 Preparation method and application of ceramic filler for sewage treatment

Similar Documents

Publication Publication Date Title
Xu et al. Rapid aerobic sludge granulation in an integrated oxidation ditch with two-zone clarifiers
KR101031114B1 (en) Fluidized bed combination-immobilization type microorganism media reinforced microorganism&#39;s adherence property of initial stage and activity and method for preparing the same
CN108726667B (en) Preparation method of hydrogel-embedded microorganism carrier
CA1328319C (en) Process for the production of filler-containing, polymer-bound compositions the compositions obtained by this process and their use
CN116375403A (en) Preparation method of renewable ceramic filler and application of renewable ceramic filler in sewage treatment
CN111499000B (en) Constructed wetland filler and preparation method thereof
CN111875409A (en) Sludge hydrothermal carbon ceramsite and preparation method and application thereof
CN108033557B (en) Denitrification filler and method for deep denitrification of municipal sewage
CN106986442B (en) Method for treating ammonia nitrogen sewage by combining microorganism carrier and fluidized bed
CN113121013B (en) Autotrophic denitrification filter material with active bacterial coating and preparation method thereof
CN108410201A (en) A kind of compound sewage processing material and preparation method
Sun et al. Enhanced Aerobic Sludge Granulation by Seeding Concentrated Activated Sludge with Ca‐Alginate Gel
CN107459145A (en) A kind of preparation method of hydraulic engineering construction material
JP2004167471A (en) Water treatment material, nitrate nitrogen treating material, and its production method
CN109650593A (en) A kind of method for the treatment of city waste water
CN117088639A (en) Preparation method and application of ceramic filler for sewage treatment
CN112552664B (en) Polylactic acid and lactide blended slow-release material
Leong et al. Influence of bio (de) flocculation on activated sludge processes in membrane bioreactors
CN107253765B (en) Lake sewage treatment device
CN113321299B (en) Denitrification filler and application thereof
CN116768373B (en) Quick-separating ball with surface micro-nano structure, manufacturing method thereof and application thereof in organic wastewater
CN114956306B (en) Modified coupling denitrification biological filler and preparation method and application thereof
CN110937696B (en) Composite material and method for removing nitrogen and phosphorus in wastewater
MUDA et al. Textile wastewater treatment using biogranules under intermittent anaerobic/aerobic reaction phase
CN115321679B (en) Anaerobic ammonia oxidation treatment process for degrading landfill leachate

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
WW01 Invention patent application withdrawn after publication
WW01 Invention patent application withdrawn after publication

Application publication date: 20230704