CN115180860A - Preparation method of harmless aluminum ash applied to concrete expanding agent - Google Patents

Preparation method of harmless aluminum ash applied to concrete expanding agent Download PDF

Info

Publication number
CN115180860A
CN115180860A CN202210933744.3A CN202210933744A CN115180860A CN 115180860 A CN115180860 A CN 115180860A CN 202210933744 A CN202210933744 A CN 202210933744A CN 115180860 A CN115180860 A CN 115180860A
Authority
CN
China
Prior art keywords
aluminum
aluminum ash
expanding agent
parts
harmless
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.)
Pending
Application number
CN202210933744.3A
Other languages
Chinese (zh)
Inventor
施礼滔
张世杰
刘凤琴
李豪
王军超
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.)
Zhejiang Yutao Environmental Protection Technology Co ltd
Original Assignee
Zhejiang Yutao Environmental Protection Technology 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 Zhejiang Yutao Environmental Protection Technology Co ltd filed Critical Zhejiang Yutao Environmental Protection Technology Co ltd
Priority to CN202210933744.3A priority Critical patent/CN115180860A/en
Publication of CN115180860A publication Critical patent/CN115180860A/en
Pending 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
    • C04B22/00Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
    • C04B22/08Acids or salts thereof
    • C04B22/14Acids or salts thereof containing sulfur in the anion, e.g. sulfides
    • 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
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Processing Of Solid Wastes (AREA)

Abstract

The invention relates to a preparation method of harmless aluminum ash applied to a concrete expanding agent, wherein the concrete expanding agent comprises the following substances in percentage by mass: expanding agent clinker: 10 to 60 percent of natural gypsum, 5 to 40 percent of natural gypsum and 5 to 20 percent of limestone; the expanding agent clinker comprises the following substances in percentage by mass: 1-10% of harmless aluminum ash, 10-30% of anhydrite and 40-80% of limestone; the expanding agent clinker comprises the following components: 1-6.2 parts of silicon dioxide, 1-5.5 parts of aluminum oxide, 0.5-4.2 parts of ferric oxide, 40-80 parts of calcium oxide, 0.4-4.1 parts of magnesium oxide and 6.5-20.4 parts of sulfur trioxide, wherein the preparation method of the expanding agent clinker comprises the following steps: and calcining the harmless aluminum ash, the natural gypsum and the limestone at 1200-1400 ℃ to obtain the HCSA calcium sulphoaluminate expanding agent clinker.

Description

Preparation method of harmless aluminum ash applied to concrete expanding agent
Technical Field
The invention belongs to the field of building materials, and relates to an improvement on a production technology of a concrete expanding agent. In particular to a preparation method of harmless aluminum ash applied to a concrete expanding agent.
Background
The concrete expanding agent is an additive which can expand a certain volume of concrete due to chemical action in the hardening process after being doped into the concrete, and the concrete expanding agent comprises the following chemical components: calcium oxides, calcium thioaluminates, calcium thioaluminate-calcium oxides, magnesium oxides, and iron oxides. In recent years, with the accumulation of industrial solid waste and the potential threat caused by the solid waste itself, the resource utilization of industrial solid waste has become a hot spot of current research. In the research of concrete expanding agents, the preparation of concrete expanding agents by using industrial waste residues becomes the future development trend of the concrete expanding agent industry, for example, the preparation of concrete expanding agents by using industrial waste residues such as phosphogypsum, dolomite, fly ash, aluminum ash and the like.
The concrete expanding agent is an additive which is mixed with cement and water and then undergoes hydration reaction to generate ettringite, calcium hydroxide or ettringite and calcium hydroxide so as to expand the volume of concrete. The concrete material has strength increase and volume shrinkage during hydration hardening, and the shrinkage deformation causes cracks inside the concrete, thereby affecting the stress performance and durability of the concrete. With the wide application of high-performance concrete, the generation of concrete cracks can be prevented or reduced by adding a proper amount of expanding agent into the concrete. The expanding agent is mainly used in underground waterproof, large-structure and large-volume concrete and other projects, and is widely applied to buildings such as subways, high-speed rails, warehouses, tunnels, mixing plants and the like.
At present, calcium sulphoaluminate expansive agents taking ettringite as a main expansion source are commonly adopted in concrete structural engineering in China, but along with the high-speed development of economy, excessive exploitation causes that bauxite resources and anhydrite resources in China are gradually deficient, the reserved resources are rapidly reduced, and the production cost of the expansive agents is increased. In addition, many enterprises adopt cheap raw materials with low Al2O3 and SO3 contents based on cost consideration, which results in low expansion performance of the expanding agent. The excessive exploitation of precious mineral resources such as alumina is not beneficial to protecting the ecological environment and saving resources, and goes against the strategic requirements of sustainable development.
Disclosure of Invention
The invention aims to provide a preparation method of harmless aluminum ash applied to a concrete expanding agent, wherein the concrete expanding agent comprises the following substances in percentage by mass:
expanding agent clinker: 10 to 60 percent of natural gypsum, 5 to 40 percent of natural gypsum and 5 to 20 percent of limestone;
the expanding agent clinker comprises the following substances in percentage by mass:
1-10% of harmless aluminum ash, 10-30% of anhydrite and 40-80% of limestone;
the processing technology of the harmless aluminum ash comprises the following steps:
(1) Coarse screening: roughly screening the aluminum slag by using a vibrating screen, manually crushing oversize materials, and completely crushing small aluminum ash by using undersize materials in a ball mill to completely separate aluminum particles from the aluminum ash;
(2) Ball milling and screening: conveying the aluminum ash in an aluminum ash bin to a ball mill by using an electromagnetic vibration feeder for ball milling, enabling the materials to spirally and uniformly enter a first bin of the mill through a feeding hollow shaft by a feeding device, arranging a stepped lining plate or a corrugated lining plate in the bin, internally filling steel balls with different specifications, enabling the steel balls to fall after a certain high degree is generated by the rotation of a cylinder body, generating heavy impact and grinding effects on the materials, enabling the materials to enter a second bin through a single-layer partition plate after the materials reach coarse grinding in the first bin, inlaying a flat lining plate in the bin, and further grinding the materials, wherein the steel balls are arranged in the bin, the materials are ground into powder after ball milling, and because the ductility of aluminum is very good, smaller aluminum particles can be pressed to play by ball milling, so that the aluminum particles are gradually enlarged in the grinding process and are more easily sorted, and the powder is discharged through a discharging grate plate and enters a roller of a screening machine;
(3) Removing fluorine and ammonia: the screened fine aluminum ash mainly comprises alumina, metallic aluminum, aluminum nitride, fluoride salt, chloride salt and the like, wherein the aluminum nitride and water can generate hydrolysis reaction to generate ammonia gas and aluminum hydroxide precipitate, and the ammonia gas and the water dissolve to generate ammonia water, so that the aluminum ash is dissolved by using the water before removing fluorine and ammonia, the content of the aluminum nitride in the aluminum ash is generally about 15-30%, the aluminum nitride and the water react at normal temperature and are hydrolyzed completely along with the increase of time, and the solid-to-liquid ratio of the aluminum ash to the water is 1;
pre-checking: sampling and pre-detecting the powder to obtain the content and pH value of fluoride in the powder;
and (3) fluorine removal: dissolving the aluminum ash fine material by using water, wherein the solid-liquid ratio is 1; adjusting the pH value, and detecting that the fluoride concentration is qualified when the fluoride concentration is less than 100mg/L from a sampling port on the reaction bin;
pumping the qualified defluorinated slurry into a stirring tank through a slurry pump, adding aluminum sulfate into the stirring tank to remove ammonia through reaction, continuously stirring in the stirring tank for 48 hours to effectively remove ammonia gas in the raw materials,
(4) And (3) filter pressing and dewatering: after the fluorine and ammonia removal, pumping into a filter press for dehydration, and refluxing filtrate into the reaction bin for recycling; the filter-pressed material enters a ball pressing procedure,
(5) Pressing the ball: the filter-pressed aluminum ash is lifted to a high-level buffer bin by a bucket elevator, the bottom of the high-level buffer bin is connected with a tubular inclined spiral and is directly conveyed to a feed inlet of a ball press machine, the mixture is rolled and rolled on the ball press machine to prepare blocks of calcium aluminate raw materials, and the blocks are conveyed to a ton bag weighing machine by a belt to be packed.
Furthermore, the expanding agent clinker comprises the following components: 1 to 6.2 portions of silicon dioxide, 1 to 5.5 portions of aluminum oxide, 0.5 to 4.2 portions of ferric oxide, 40 to 80 portions of calcium oxide, 0.4 to 4.1 portions of magnesium oxide and 6.5 to 20.4 portions of sulfur trioxide,
the preparation method of the expanding agent clinker comprises the following steps: and calcining the harmless aluminum ash, the natural gypsum and the limestone at 1200-1400 ℃ to obtain the HCSA calcium sulphoaluminate expanding agent clinker.
Furthermore, the expanding agent clinker comprises the following components: 1.5 to 4.5 parts of silicon dioxide; 1.5 to 4.2 parts of aluminum oxide; 1-3 parts of ferric oxide; 45-60 parts of calcium oxide; 0.6 3-3 parts of magnesium oxide; 4 to 15 parts of sulfur trioxide.
The technical means adopted in the invention has the following remarkable characteristics, and forms outstanding technical progress:
(1) The waste aluminum slag is adopted to replace bauxite as a raw material, so that the production cost is saved, and the bauxite resource is prevented from being excessively exploited.
(2) Various additives are saved, so that the preparation process is saved, and the use cost of the additives is also saved.
(3) The product has excellent expansion performance and mechanical property.
Detailed Description
How the objects of the present invention are achieved is further illustrated below with reference to examples.
Example 1
And (2) using an expanding agent clinker: 50 percent of natural gypsum and 20 percent of limestone;
the expanding agent clinker comprises the following substances in percentage by mass: 5% of harmless aluminum ash, 22% of anhydrite and 77% of limestone;
the expanding agent clinker comprises the following components: 4.5 parts of silicon dioxide, 3.8 parts of aluminum oxide, 3 parts of ferric oxide, 65 parts of calcium oxide, 3 parts of magnesium oxide and 15 parts of sulfur trioxide,
the preparation method of the expanding agent clinker comprises the following steps: and calcining the harmless aluminum ash, the natural gypsum and the limestone at 1400 ℃ to obtain the HCSA calcium sulphoaluminate expanding agent clinker.
Example 2
And (2) using an expanding agent clinker: 60% of natural gypsum, 25% of natural gypsum and 15% of limestone;
the expanding agent clinker comprises the following substances in percentage by mass: 10% of harmless aluminum ash, 18% of anhydrite and 72% of limestone;
the expanding agent clinker comprises the following components: 4.2 parts of silicon dioxide, 4.2 parts of aluminum oxide, 4 parts of ferric oxide, 70 parts of calcium oxide, 4 parts of magnesium oxide and 12 parts of sulfur trioxide, wherein the preparation method of the expanding agent clinker comprises the following steps: and calcining the harmless aluminum ash, the natural gypsum and the limestone at 1300 ℃ to obtain the HCSA calcium sulphoaluminate expanding agent clinker.
Example 3
And (3) adding an expanding agent clinker: 55%, 27% of natural gypsum and 18% of limestone;
the expanding agent clinker comprises the following substances in percentage by mass: 9% of harmless aluminum ash, 25% of anhydrite and 66% of limestone;
the expanding agent clinker comprises the following components: 4.8 parts of silicon dioxide, 4 parts of aluminum oxide, 4.2 parts of ferric oxide, 60 parts of calcium oxide, 2.5 parts of magnesium oxide and 18 parts of sulfur trioxide, wherein the preparation method of the expanding agent clinker comprises the following steps: and calcining the harmless aluminum ash, the natural gypsum and the limestone at 1350 ℃ to obtain the HCSA calcium sulphoaluminate expanding agent clinker.
The foregoing is only a preferred embodiment of the present invention, and is not intended to limit the invention, and the following is the expansion data of calcium sulfoaluminate expansion agent calcined with harmless aluminum ash:
numbering 1d 2d 3d 4d 5d 6d 7d
1 0.106 0.127 0.139 0.139 0.147 0.154 0.155
2 0.107 0.128 0.147 0.163 0.187 0.194 0.199
3 0.152 0.162 0.172 0.181 0.183 0.184 0.186
4 0.134 0.146 0.149 0.165 0.177 0.188 0.193
5 0.145 0.167 0.172 0.177 0.184 0.185 0.193
6 0.135 0.163 0.182 0.189 0.192 0.193 0.194
7 0.129 0.141 0.158 0.169 0.178 0.182 0.191
8 0.132 0.145 0.164 0.178 0.187 0.188 0.189

Claims (3)

1. A preparation method of harmless aluminum ash applied to a concrete expanding agent is characterized by comprising the following steps: the concrete expanding agent comprises the following substances in percentage by mass:
expanding agent clinker: 10 to 60 percent of natural gypsum, 5 to 40 percent of natural gypsum and 5 to 20 percent of limestone;
the expanding agent clinker comprises the following substances in percentage by mass:
1-10% of harmless aluminum ash, 10-30% of anhydrite and 40-80% of limestone;
the processing technology of the harmless aluminum ash comprises the following steps:
(1) Coarse screening: roughly screening the aluminum slag by using a vibrating screen, manually crushing oversize materials, and completely crushing small aluminum ash by using undersize materials in a ball mill to completely separate aluminum particles from the aluminum ash;
(2) Ball milling and screening: conveying the aluminum ash in an aluminum ash bin into a ball mill by using an electromagnetic vibrating feeder for ball milling, enabling the materials to spirally and uniformly enter a first bin of the mill through a feeding hollow shaft by a feeding device, wherein a stepped lining plate or a corrugated lining plate is arranged in the first bin, steel balls with different specifications are filled in the first bin, a cylinder body rotates to generate centrifugal force to bring the steel balls to a certain high degree and then fall down, and the material is subjected to pounding and grinding effects;
(3) Fluorine and ammonia removal: the screened fine aluminum ash mainly comprises alumina, metallic aluminum, aluminum nitride, fluoride salt, chloride salt and the like, wherein the aluminum nitride and water can generate hydrolysis reaction to generate ammonia gas and aluminum hydroxide precipitate, and the ammonia gas and the water dissolve to generate ammonia water, so that the aluminum ash is dissolved by using the water before removing fluorine and ammonia, the content of the aluminum nitride in the aluminum ash is generally about 15-30%, the aluminum nitride and the water react at normal temperature and are hydrolyzed completely along with the increase of time, and the solid-to-liquid ratio of the aluminum ash to the water is 1;
pre-checking: sampling and pre-detecting the powder to obtain the content and pH value of fluoride in the powder;
and (3) fluorine removal: dissolving the aluminum ash fine material by using water, wherein the solid-liquid ratio is 1; adjusting the pH value, and detecting that the fluoride concentration is qualified when the fluoride concentration is less than 100mg/L from a sampling port on the reaction bin;
pumping the qualified slag slurry after defluorination into a stirring tank through a slag slurry pump, adding aluminum sulfate into the stirring tank to remove ammonia by reaction, continuously stirring the stirring tank for 48 hours, effectively removing ammonia gas existing in raw materials,
(4) And (3) filter pressing and dewatering: after the fluorine and ammonia removal, pumping the mixture into a filter press for dehydration, and refluxing filtrate into a reaction bin for recycling; the filter-pressed material enters a ball pressing procedure,
(5) Pressing the ball: the filter-pressed aluminum ash is lifted to a high-level buffer bin by a bucket elevator, the bottom of the high-level buffer bin is connected with a tubular inclined spiral and is directly conveyed to a feed inlet of a ball press machine, the mixture is rolled and rolled on the ball press machine to prepare blocks of calcium aluminate raw materials, and the blocks are conveyed to a ton bag weighing machine by a belt to be packed.
2. The method for preparing harmless aluminum ash for use in concrete expansive agent according to claim 1, wherein the expansive agent clinker comprises the following components: 1 to 6.2 portions of silicon dioxide, 1 to 5.5 portions of aluminum oxide, 0.5 to 4.2 portions of ferric oxide, 40 to 80 portions of calcium oxide, 0.4 to 4.1 portions of magnesium oxide and 6.5 to 20.4 portions of sulfur trioxide;
the preparation method of the expanding agent clinker comprises the following steps: and calcining the harmless aluminum ash, the natural gypsum and the limestone at 1200-1400 ℃ to obtain the HCSA calcium sulphoaluminate expanding agent clinker.
3. The method for preparing harmless aluminum ash for use in concrete expansive agent according to claim 1, wherein the expansive agent clinker comprises the following components: 1.5 to 4.5 parts of silicon dioxide; 1.5 to 4.2 parts of aluminum oxide; 1-3 parts of ferric oxide; 45 to 60 parts of calcium oxide; 0.6 to 3 parts of magnesium oxide; 4 to 15 parts of sulfur trioxide.
CN202210933744.3A 2022-08-04 2022-08-04 Preparation method of harmless aluminum ash applied to concrete expanding agent Pending CN115180860A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210933744.3A CN115180860A (en) 2022-08-04 2022-08-04 Preparation method of harmless aluminum ash applied to concrete expanding agent

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210933744.3A CN115180860A (en) 2022-08-04 2022-08-04 Preparation method of harmless aluminum ash applied to concrete expanding agent

Publications (1)

Publication Number Publication Date
CN115180860A true CN115180860A (en) 2022-10-14

Family

ID=83520699

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210933744.3A Pending CN115180860A (en) 2022-08-04 2022-08-04 Preparation method of harmless aluminum ash applied to concrete expanding agent

Country Status (1)

Country Link
CN (1) CN115180860A (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101333083A (en) * 2008-08-05 2008-12-31 中国建筑材料科学研究总院 High performance expansible cement clinker expansion agent series prepared thereby
CN101913790A (en) * 2010-08-27 2010-12-15 西南科技大学 Concrete expansion agent containing circulating fluidized bed combustion coal solid sulfur clinker
CN102838308A (en) * 2012-09-19 2012-12-26 重庆三圣特种建材股份有限公司 Expanded clinker as well as expansion agent and preparation method thereof
CN103496867A (en) * 2013-10-08 2014-01-08 中国建筑材料科学研究总院 Calcium sulphoaluminate or calcium sulphoaluminate-calcium oxide concrete expanding agents as well as preparation method and application thereof
CN104446081A (en) * 2014-11-27 2015-03-25 上海申御特种建材有限公司 Concrete expansion agent and preparation method thereof
CN109912247A (en) * 2018-11-22 2019-06-21 湖州丰盛新材料有限公司 A kind of concrete expansion clinker, swelling agent and preparation method thereof
CN113578927A (en) * 2021-08-03 2021-11-02 邵冰 Harmless treatment method for secondary aluminum ash

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101333083A (en) * 2008-08-05 2008-12-31 中国建筑材料科学研究总院 High performance expansible cement clinker expansion agent series prepared thereby
CN101913790A (en) * 2010-08-27 2010-12-15 西南科技大学 Concrete expansion agent containing circulating fluidized bed combustion coal solid sulfur clinker
CN102838308A (en) * 2012-09-19 2012-12-26 重庆三圣特种建材股份有限公司 Expanded clinker as well as expansion agent and preparation method thereof
CN103496867A (en) * 2013-10-08 2014-01-08 中国建筑材料科学研究总院 Calcium sulphoaluminate or calcium sulphoaluminate-calcium oxide concrete expanding agents as well as preparation method and application thereof
CN104446081A (en) * 2014-11-27 2015-03-25 上海申御特种建材有限公司 Concrete expansion agent and preparation method thereof
CN109912247A (en) * 2018-11-22 2019-06-21 湖州丰盛新材料有限公司 A kind of concrete expansion clinker, swelling agent and preparation method thereof
CN113578927A (en) * 2021-08-03 2021-11-02 邵冰 Harmless treatment method for secondary aluminum ash

Similar Documents

Publication Publication Date Title
RU2326842C2 (en) Siallite double component wet cement, method of production and use
CN101624267B (en) Low-temperature ceramic curing agent of red mud from Bayer process
CN106348712A (en) Cementing filling material for co-processing lead-containing dangerous wastes of mine and preparation method of cementing filling material
CN101391457A (en) Low grade tailing steel slag re-use method and slurry magnetic separation equipment
CN102765889A (en) Preparation method for tailing barren rock-made high-strength concrete containing coal ash
CN105130220B (en) With discarded concrete and the method for sludge eco-cement and active sand
CN110963721B (en) Method for producing active admixture by utilizing dry-process cement plant transformation treatment manganese slag
CN106396592A (en) Mine cemented filling material for co-processing cadmium-containing hazardous wastes and preparation method of mine cemented filling material
CN101538132A (en) Recycling method of waste concrete
CN106348711A (en) Cementing filling material for co-processing mercury-containing dangerous wastes of mine and preparation method of cementing filling material
CN110981231A (en) Equipment and method for cooperatively treating electrolytic manganese slag on basis of dry-process rotary kiln cement production line
CN106348713A (en) Cementing filling material for co-processing copper-containing dangerous waste of mine and preparation method of cementing filling material
CN102633448A (en) Fluorgypsum-based cementing materials for filling tailings and preparation method thereof
CN107473613B (en) A kind of cement and preparation method thereof using industrial solid-state castoff production
CN113526890A (en) Concrete composite admixture for comprehensively utilizing industrial waste residues and construction wastes
CN112897971A (en) Self-flowing cemented filling material containing superfine tail mud and preparation method and application thereof
CN102643067B (en) Coal ash gangue filling activity-stimulating rubber solid material and preparation method thereof
CN110563353A (en) Method for preparing steel slag composite micro powder by utilizing slag and steelmaking tailings
CN106348714A (en) Cementing filling material for co-processing zinc-containing dangerous waste of mine and preparation method of cementing filling material
CN211921341U (en) Equipment for coprocessing electrolytic manganese slag based on dry-process rotary kiln cement production line
CN102381847A (en) Blast furnace water-quenched slag cementing material for mine filling and preparation method thereof
CN114702256B (en) Low-carbon cementing material for resource utilization of industrial solid waste and preparation method thereof
CN108275854A (en) Added with the alkaline residue base domestic sludge curing agent of high hydroscopic resin
CN112174551A (en) Method for preparing cement clinker by using molybdenum tailings, cement clinker and application
CN106431027A (en) Mining cemented filling for co-treating nickel-containing dangerous wastes, and preparation method of cemented filling

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
RJ01 Rejection of invention patent application after publication

Application publication date: 20221014

RJ01 Rejection of invention patent application after publication