AU2020104368A4 - Cement Filling Material for Co-solidifying Antimony and Preparation Method Thereof - Google Patents

Cement Filling Material for Co-solidifying Antimony and Preparation Method Thereof Download PDF

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AU2020104368A4
AU2020104368A4 AU2020104368A AU2020104368A AU2020104368A4 AU 2020104368 A4 AU2020104368 A4 AU 2020104368A4 AU 2020104368 A AU2020104368 A AU 2020104368A AU 2020104368 A AU2020104368 A AU 2020104368A AU 2020104368 A4 AU2020104368 A4 AU 2020104368A4
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antimony
filling material
reducing agent
water reducing
solid waste
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AU2020104368A
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Wei Gao
Yunyun Li
Wen NI
Ke Wang
Qihui YAN
Yuying Zhang
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University of Science and Technology Beijing USTB
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University of Science and Technology Beijing USTB
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    • 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
    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04Waste materials; Refuse
    • C04B18/0463Hazardous waste
    • C04B18/0472Waste material contaminated by heavy metals
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B09DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09BDISPOSAL OF SOLID WASTE
    • B09B1/00Dumping solid waste
    • B09B1/008Subterranean disposal, e.g. in boreholes or subsurface fractures
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B09DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09BDISPOSAL OF SOLID WASTE
    • B09B3/00Destroying solid waste or transforming solid waste into something useful or harmless
    • B09B3/20Agglomeration, binding or encapsulation of solid waste
    • B09B3/25Agglomeration, binding or encapsulation of solid waste using mineral binders or matrix
    • 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
    • C04B28/14Compositions 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 calcium sulfate cements
    • C04B28/142Compositions 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 calcium sulfate cements containing synthetic or waste calcium sulfate cements
    • C04B28/144Compositions 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 calcium sulfate cements containing synthetic or waste calcium sulfate cements the synthetic calcium sulfate being a flue gas desulfurization product
    • 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
    • C04B7/00Hydraulic cements
    • C04B7/14Cements containing slag
    • C04B7/147Metallurgical slag
    • C04B7/153Mixtures thereof with other inorganic cementitious materials or other activators
    • C04B7/21Mixtures thereof with other inorganic cementitious materials or other activators with calcium sulfate containing activators
    • 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
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/0045Polymers chosen for their physico-chemical characteristics
    • C04B2103/0051Water-absorbing polymers, hydrophilic polymers
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00017Aspects relating to the protection of the environment
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00724Uses not provided for elsewhere in C04B2111/00 in mining operations, e.g. for backfilling; in making tunnels or galleries
    • 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

Abstract

The invention relates to a cement filling material for co-solidifying antimony and a preparation method thereof, and belongs to the field of environmental protection of mine cement filling, solid waste resource utilization and synergetic treatment for antimony containing solid wastes. The preparation method comprises the following steps: milling the required raw materials, i.e., steel slag, desulfurization gypsum and blast furnace slag, with 0.01%-1% of moisture content according to the dry basis weight percentage of 45%-80%, 5%-20% and 10%-40%, milling independently or milling by mixed powder until the specific surface area is 200-600 m<2>/Kg, and uniformly mixing to obtain a cementing agent; drying the antimony-containing solid wastes until the moisture content is 0.01%-1%, grinding to the specific surface area of 100-1000m<2>/Kg, according to the weight ratio of the cementing agent/aggregate of 1/8-1/2, the weight ratio of the antimony-containing solid wastes/(cementing agent + aggregate) of 1/100-1/2, adding 0%-1% of water reducing agent, until the mass fraction of slurry is 65%-82%, and uniformly stirring to obtain the qualified mine cement filling material. The preparation method provided by the invention has the advantages of simple and easy operation, low energy consumption, low cost, no new solid waste generation, less environmental pollution and environmental protection.

Description

Cement Filling Material for Co-solidifying Antimony and
Preparation Method Thereof
TECHNICAL FIELD
The invention relates to the technical field of environmental science of mine
cement filling, solid waste resource utilization and synergetic disposal of antimony
containing solid waste, in particular to a cement filling material for synergetic disposal
of antimony-containing solid waste, steel slag and desulfurization gypsum and a
preparation method thereof.
BACKGROUND
The current industrial system is actually a process of extracting resources and
discharging waste. Mining activities are the main source of waste discharged to the
environment, and their solid waste emissions account for 80%-85% of industrial
waste emissions. Mine mining leaves a large area of goaf, and the piled-up waste
rock, waste residue yard and the constructed tailings dam bring serious hidden
dangers in the safety area and environmental load.
Filling mining method belongs to artificial support mining method. In the mine
house or block, with the advancement of the mining face, filling materials are sent to
the goaf to carry out ground pressure management, control of surrounding rock
caving and surface movement, and mining is carried out on or under the protection of
the formed filling body. This method is applicable to mining high-grade, scarce and
precious ore bodies with unstable surrounding rock. The surface is not allowed to
collapse and the mining conditions are complicated, such as water bodies, railway
trunk lines, ore bodies under main buildings and ore bodies with spontaneous
combustion and fire risks. It is also an effective measure to control ground pressure
during deep mining. The advantages of filling method are strong adaptability, high
ore recovery rate, low dilution rate, safer operation, utilization of industrial waste, protection of surface, etc. The disadvantages are complex process, high cost, low labor productivity and ore block production capacity.
Cement filling materials are generally slurry or paste formed by taking gravel,
river sand or gobi aggregate or tailings as aggregates and mixing and stirring with
cement and other cementing agents with water, and are transported to the filling area
by pipeline pumping or gravity flow. Cement filling material contains a certain
proportion of cementing agent, which has higher strength and integrity and higher
operation safety. It can meet various underground support requirements and improve
ore recovery rate and stope operation efficiency. With the popularization and
application of mine filling mining technology, filling cementing agents are also
continuously updated, providing an effective way for the resource utilization of bulk
industrial solid wastes. As the most common cementing agent in the construction
industry, cement's production process itself has the characteristics of high energy
consumption and serious pollution. In recent years, a large number of new cementing
materials have appeared, which are basically improved on the basis of ordinary
Portland cement or blast furnace slag cement, i.e., blast furnace slag, fly ash and the
like with a history of high heat are used to replace some cement clinker. In Canadian
Louvicourt Mine, 20% cement and 80% iron smelting slag are used as cementing
agent. The content of the cementing agent is 2%-4.5% of the paste solids. The
bonding effect between the composite cementing agent and tailings is good. Chang
Xiaona and others added a large amount of fly ash into Portland cement binder,
which increased the strength at 28-56d of the filling body by more than 70%.
Steel slag is a solid slag body composed of slag-making materials, smelting
reactants, eroded furnace body and fettling materials, impurities brought in by metal
burden and slag-making materials specially added to adjust the properties of steel
slag in the process of steel production. Steel slag is a by-product of the process of
producing steel. In production, 15%-20% of steel slag is produced for every 1t of steel produced. In our country, the total amount of steel slag accumulated in steel mills nationwide exceeds 200 million tons, covering an area of more than 6,666,667 square meters, and still increases by more than 30 million tons per year. If the steel slag is not comprehensively utilized, it will occupy more and more land, pollute the environment and cause waste of resources.
Desulfurization gypsum is a by-product of wet flue gas desulfurization
technology adopted in thermal power plants. In recent years, with the vigorous
implementation and promotion of wet flue gas desulfurization as the mainstream
technology in our country, the emission of flue gas desulfurization gypsum, a by
product, is increasing day by day. According to statistics, the emission of flue gas
desulfurization gypsum in China reached 52.3 million tons at the end of 2010, and it
was predicted that the emission of flue gas desulfurization gypsum in China would
reach 100 million tons by 2020. If such a large amount of flue gas desulfurization
gypsum is not efficiently utilized, it is bound to cause secondary pollution to China's
land resources and environment. On the other hand, the main mineral phase
composition of flue gas desulfurization gypsum is dihydrate gypsum, which has full
potential as gypsum resource. If it can be utilized as a resource, it will definitely solve
the problem of lack of natural gypsum resources in many provinces of our country.
Antimony is a widely distributed toxic element, which mainly exists in the
lithosphere in the form of sulfide, namely, stibnite, and coexists with arsenic sulfide
and oxide. At present, antimony is not only used in printing, lead-acid batteries,
electronic instruments, ammunition, pigments and ceramic glaze colors, but also is
the main component of antimony flame retardants and motor vehicle brake pads. In
addition, antimony also has important applications in medical and health fields, such
as antimony agents, which are widely used in the treatment of Asian cholera,
intermittent hysteria, tuberculosis, schistosomiasis, kala-azar and many other
diseases. At the same time, a large number of antimony and its compounds have entered various environmental media, causing environmental pollution and harm to human health, which has gradually emerged and attracted more and more attention.
Antimony has been proved to be toxic and carcinogenic to human beings and
organisms, and causes diseases of liver, skin, respiratory system and cardiovascular
system. Antimony poisoning has the characteristics of a long incubation period.
Excessive antimony may also cause acute heart diseases, which is suspected to be
one of the possible causes of "sudden infant death syndrome". Long-term inhalation
of antimony powder and antimony-containing smoke can cause "antimony
pneumoconiosis" or "antimony pneumoconiosis" and lung cancer. Many cases of
antimony poisoning have been reported in antimony mining areas in China. Antimony
and its compounds are listed as priority pollutants by the United States
Environmental Protection Agency and the European Union. Antimony is listed as
hazardous waste in the Basel Convention's restrictions on transboundary movement
of hazardous waste. Based on the production and reserves of antimony, China faces
the most serious risk of antimony pollution. According to the statistical report of the
United States Geological Survey (USGS, 2012) on the world non-ferrous metal trade,
the world antimony output in 2011 was 169,000 tons, of which 150,000 tons were
from China, contributing more than 88.8% of the total, while China's arsenic output
was only 52,000 tons during the same period. Arsenic pollution to the environment
has attracted extensive attention, while antimony pollution has always existed, but it
has not been paid enough attention and effectively controlled.
Effective joint and synergetic disposal of all kinds of industrial wastes is an
effective measure and general trend to realize environmental treatment and resource
utilization.
No matter what kind of technology is adopted in the hazardous waste disposal
process, residues that need final disposal will be generated. Safe landfill is the final
disposal technology and also a technology with relatively high environmental risks.
Domestic and foreign requirements on the site selection and seepage prevention of
safe landfill sites are very high. Since safe landfill is only a safe disposal method of
hazardous waste and does not have the effect of "harmlessness", leachate and
landfill gas will still cause potential environmental pollution. Therefore, hazardous
waste solidification/stabilization treatment is mostly required before safe landfill of
hazardous waste. Solidification/stabilization technology is to reduce the toxicity and
mobility of hazardous wastes by adding curing agents or stabilizers. Currently,
relatively mature solidification/stabilization technologies include: Cement curing
method, lime curing method, plastic curing method, melt curing method, self
cementing curing method and agent stabilization technology, etc. The
solidification/stabilization technology in the prior art faces the problems of high cost,
large capacity-increasing ratio and large area occupied by subsequent safe landfill.
SUMMARY
The invention relates to a cement filling material for co-solidifying antimony and
a preparation method thereof, which aims at solving the following problems in the
prior art:
1. Cement filling mining has high cost and large cement consumption;
2. Large stockpiling of industrial solid wastes, steel slag and desulfurization
gypsum causes waste of resources and environmental pollution.
3. Environmental pollution caused by antimony-containing solid waste and
potential environmental pollution and land waste caused by traditional safe landfill
method for disposal of antimony-containing solid waste.
The invention realizes the replacement of cement by a mine cementing agent
prepared by a full solid waste system; The antimony-containing solid waste is safely
disposed of, and the toxicity of the leaching solution obtained by the toxic leaching
method is greatly reduced; The solidified body after "harmless" solidification treatment is filled into the underground goaf, thus saving a large area of land required for solid waste landfill.
The technical solution adopted to realize the above-mentioned object of the
invention is as follows:
A cement filling material for co-solidifying antimony, comprising cementing agent,
aggregate, water reducing agent and antimony-containing solid waste, characterized
in that: the cementing agent comprises 45%-80% of steel slag, 5%-20% of
desulfurization gypsum and 10%-40% of blast furnace slag in weight percentage;
the aggregate comprises one or more of mountain sand, river sand, tailings or
waste rock.
the water reducing agent is one or more of lignosulfonate water reducing agent,
naphthalene series high-efficiency water reducing agent, melamine series high
efficiency water reducing agent, sulfamate series high-efficiency water reducing
agent, fatty acid series high-efficiency water reducing agent and polycarboxylate
series high-efficiency water reducing agent.
the antimony-containing solid waste refers to the solid waste whose antimony
concentration in the leaching solution exceeds 5pg/L specified in Standards for
Drinking Water Quality according to the leaching procedure specified in Solid Waste
Extraction Procedure for Leaching Toxicity-Horizontal Vibration Method (HJ557-2009)
and whose antimony content exceeds the background value of Chinese soil by 0.38
2.98mg/kg.
The steel slag powder is furnace slag produced in the process of steelmaking
process, containing 5%-30% of tricalcium silicate, 5%-30% of dicalcium silicate (2S),
%-38% of RO phase, 2%-8% of ferric oxide, 0.5%-5% of calcium hydroxide, 0.5%
% of ferric hydroxide, 0.01%-3% of free calcium oxide, 0.01%-10% of calcium carbonate, 0.01%-8% of magnesium carbonate, 0.01%-3% of ferric carbonate and
0.01%-3% of other impurities.
The desulfurization gypsum refers to a by-product of a wet flue gas
desulfurization technology adopted by a thermal power plant, and the main
component is calcium sulfate dihydrate.
The blast furnace slag is granular blast furnace slag formed after the slag
generated in the ironmaking process of the metallurgical blast furnace is rapidly
cooled with water, also known as water slag or water-quenched slag, and the main
chemical composition ranges from: 38%-49% of CaO, 26%-42% of Si0 2 , 6%-17% of
A12 03 ,1%-13% of MgO, 0.1%-2% of MnO, 0.07%-2.5% of FeO, and 0.2%-1.5% of S.
The action mechanism of the cementing agent is as follows:
The core problem is that the filling material can obtain good strength so that the
cementing material in the filling material can be hydrated to produce sufficient C-S-H
gel. However, the molar ratio of (SiO2+Al203)/(CaO+MgO) in C-S-H gel, which
contributes the most to the strength of the filling material, is within the range of 0.6
0.8. Sufficient research results show that the higher the ratio in C-S-H gel within this
range, the greater its contribution to the strength of the filling material. C-S-H gel is a
chain-like silicate formed by silicon-oxygen tetrahedron, and the molar ratio of
(Si02+Al203)/(CaO+MgO) in water quenched granulated blast furnace slag is above
0.9.
The ratio of (Si02+Al203)/(CaO+MgO+FeO) in steel slag is very low, generally
lower than 0.15. Therefore, if the steel slag is ground into fine powder, the ability of
the steel slag fine powder to provide silicon (aluminum) oxygen tetrahedron for
cementation hardening and strength growth of the filling material is extremely weak.
In C-S-H gel, not only a large number of silicon-oxygen tetrahedrons can be replaced
by aluminum-oxygen tetrahedrons and a certain amount of iron-oxygen tetrahedrons, but also calcium ions can be replaced by a large number of divalent ions such as magnesium ions and ferrous ions. Therefore, if the steel slag powder can be ground into micron-sized fine powder so that the hydration reaction can occur quickly, a large amount of divalent metal cations can be provided for the cementing system.
The content of alumina in granulated blast furnace slag is generally high and is
linked with silicon oxide tetrahedron in the form of aluminum oxide tetrahedron in the
glass body of blast furnace slag. When the blast furnace slag comes into contact with
the higher pH solution formed by the steel slag, the aluminum oxide tetrahedron
tends to depolymerize from the link of the silicon oxide tetrahedron into the solution.
When there is more gypsum in the system, ettringite crystallization reaction can
occur rapidly.
4H3AI042-+6Ca2++6CaSO4-2H20+40H
+44H20-*2(3CaO-Al2O3-3CaSO4-32H20)
Ettringite is a double salt with very low solubility. The solubility product constants
of ettringite reported by C. B. Satish et al. in Pages 1-19, Chemical Geology, (148)
1998 are 10-111.6. Its continuous crystallization leads to the decrease of A13+ ion
concentration in the solution, which moves the balance of the above reaction formula
to the right and makes reaction continue. The dissolution of a large amount of A13+
ions breaks the link between the aluminum-oxygen tetrahedron and the silicon
oxygen tetrahedron in the granulated blast furnace slag micropowder, and greatly
improves the activity of the remaining silicon-oxygen tetrahedron, thus continuously
producing the depolymerization of the silicon (aluminum)-oxygen tetrahedron,
creating conditions for the formation of a large amount of C-S-H gel.
The formation of a large amount of C-S-H gel requires not only a large amount of
active silicon (aluminum) oxygen tetrahedrons, but also a large number of divalent
cations such as calcium, magnesium and iron. The hydration of steel slag can effectively provide these divalent metal cations. Therefore, ultra-fine steel slag powder ground into micron scale, blast furnace water quenched slag powder and industrial by-product gypsum powder can be combined to make mine filling cementing material instead of cement.
A preparation method of the cement filling material for co-solidifying antimony as
above, characterized in that: the milled steel slag, blast furnace slag and
desulfurization gypsum are mixed evenly to prepare a cementing material, antimony
containing solid waste, aggregate and water reducing agent, water is added for
uniform mixing, with the specific steps as follows:
(1)milling the required raw materials, i.e., steel slag, desulfurization gypsum and
blast furnace slag, with 0.01%-1% of moisture content according to the dry basis
weight percentage of 45%-80%, 5%-20% and 10%-40%, milling independently or
milling by mixed powder until the specific surface area is 200-600 m<2>/Kg, and
uniformly mixing to obtain a cementing agent;
(2)drying the antimony-containing solid wastes until the moisture content is
0.01%-1%, grinding to the specific surface area of 100-1000m<2>/Kg, according to
the weight ratio of the cementing agent/aggregate of 1/8-1/2, the weight ratio of the
antimony-containing solid wastes/(cementing agent + aggregate) of 1/100-1/2,
adding 0%-1% of water reducing agent, until the mass fraction of slurry is 65%-82%,
and uniformly stirring to obtain the qualified mine cement filling material.
After the filling material is solidified, the leaching concentration of antimony is
lower than the drinking water standard, i.e. 55pg/L.
Compared with the prior art, the invention has the advantages of:
1. More than 90% of the raw materials of mine cement filling material are from
industrial solid wastes.
2. Mine cement filling material is used to synergistically dispose of antimony
containing solid waste, steel slag and desulfurization gypsum to realize waste
treatment.
3. The strength of the cement filling material for the synergetic disposal of
antimony-containing solid waste, steel slag and desulfurization gypsum meets the
requirements of the filling mining method. At the same time, the leaching
concentration of antimony is greatly reduced, the leaching toxicity is reduced, the
drinking water standard can be reached, and a large area of land required for safe
landfill is saved.
4. The preparation method of cement filling material for synergetic disposal of
antimony-containing solid waste, steel slag and desulfurization gypsum is very simple
and easy to operate, with low energy consumption, and the equipment used is very
common, so the cost is low, no new solid waste is generated, it has low
environmental pollution and is very environmentally friendly.
DESCRIPTION OF THE INVENTION
The invention will be described in detail with reference to embodiments.
Embodiment 1
The invention relates to a mine cementing agent, which is prepared from the
following raw materials by weight percentage:
60% of steel slag
30% of Blast furnace slag
10% of desulfurization gypsum
The invention relates to a preparation method of cement filling material for
synergetic disposal of antimony-containing solid waste, steel slag and desulfurization gypsum, which is characterized in that: Mixing the ground steel slag, blast furnace slag and desulfurization gypsum evenly to prepare cementing material, antimony containing solid waste, aggregate and water reducing agent, adding water and mixing them evenly, with the following specific steps:
(1)milling the required raw materials, i.e., steel slag, desulfurization gypsum and
blast furnace slag, with 0.01%-1% of moisture content according to the dry basis
weight percentage of 60%, 30% and 10%, milling by mixed powder until the specific
surface area is 480 m<2>/Kg, and uniformly mixing to obtain a cementing agent;
(2)The antimony-containing solid waste disposed of is lead-zinc mine tailings.
According to the weight ratio of cementing agent/aggregate of 1/3 and the mass
fraction of slurry of 80%, qualified mine cement filling material can be obtained by
evenly stirring.
Lead-zinc mine tailings are selected as aggregates and are also antimony
containing solid waste. The concentration of antimony in the leaching solution is
540pg/L.
Experiment 1. The cement filling material prepared in Embodiment 1 for
synergetic disposal of antimony-containing solid waste, steel slag and desulfurization
gypsum is subjected to uniaxial infinite compressive strength test and antimony
toxicity leaching test.
1. Experimental method
1) Experimental group: The filling material described in Embodiment 1 is injected
into a 70.7x70.7x70.7mm standard test mold and shaken with a shaking table for 30s;
2) Control group: Grade 42.5 cement is used as the cementing agent, the weight
ratio of cementing agent/aggregate is 1/4, and other steps are exactly the same as
those of the test group.
3) After 24 hours of static curing, the films of the experimental group and the
control group were removed, and were put into standard curing boxes for curing
respectively. At the age nodes, uniaxial unconfined compressive strength test and
antimony toxicity leaching test were carried out respectively.
2. Experimental results
1) The test results of uniaxial unconfined compressive strength are shown in the
following table:
Uniaxial unconfined compressive strength/MPa Age Experimental group Control group
3d 1.55 5.68
7d 9.35 10.56
28d 17.92 19.75
2) The concentration results of antimony leaching solution of all solid waste
cements in the test group are as follows:
Antimony leaching concentration/pg/L
Age Experime Control Drinking Detection
ntal group group water standard limit
3d ND 15
7d ND 31 5 0.2
28d ND 39
Embodiment 2
The invention relates to a mine cementing agent, which is prepared from the
following raw materials by weight percentage:
70% of steel slag
20% of blast furnace slag
10% of desulfurization gypsum
The invention relates to a preparation method of cement filling material for
synergetic disposal of antimony-containing solid waste, steel slag and desulfurization
gypsum, which is characterized in that: Mixing the ground steel slag, blast furnace
slag and desulfurization gypsum evenly to prepare cementing material, antimony
containing solid waste, aggregate and water reducing agent, adding water and
mixing them evenly, with the following specific steps:
(1)milling the required raw materials, i.e., steel slag, desulfurization gypsum and
blast furnace slag, with 0.01%-1% of moisture content according to the dry basis
weight percentage of 70%, 20% and 10%, milling by mixed powder until the specific
surface area is 450 m<2>/Kg, and uniformly mixing to obtain a cementing agent;
(2)The antimony-containing solid waste disposed of is lead-zinc mine tailings.
According to the weight ratio of cementing agent/aggregate of 1/3 and the mass
fraction of slurry of 75%, qualified mine cement filling material can be obtained by
evenly stirring.
Tin mine tailings are selected as aggregates and are also antimony-containing
solid waste. The concentration of antimony in the leaching solution is 1,410pg/L.
Experiment II. The cement filling material prepared in Embodiment 2 for
synergetic disposal of antimony-containing solid waste, steel slag and desulfurization gypsum is subjected to uniaxial infinite compressive strength test and antimony toxicity leaching test.
1. Experimental method
1) Experimental group: The filling material described in Embodiment 1 is injected
into a 70.7x70.7x70.7mm standard test mold and shaken with a shaking table for 30s;
2) Control group: Grade 42.5 cement is used as the cementing agent, the weight
ratio of cementing agent/aggregate is 1/4, and other steps are exactly the same as
those of the test group.
3) After 24 hours of static curing, the films of the experimental group and the
control group were removed, and were put into standard curing boxes for curing
respectively. At the age nodes, uniaxial unconfined compressive strength test and
antimony toxicity leaching test were carried out respectively.
2. Experimental results
1) The test results of uniaxial unconfined compressive strength are shown in the
following table:
Uniaxial unconfined compressive strength/MPa Age Experimental group Control group
3d 1.21 3.76
7d 5.33 7.47
28d 9.47 11.53
2) The concentration results of antimony leaching solution of all solid waste
cements in the test group are as follows:
Antimony leaching concentration/pg/L
Age Experime Control Drinking Detection
ntal group group water standard limit
3d ND 26 5 0.2
7d ND 139
28d ND 402
Embodiment 3
The invention relates to a mine cementing agent, which is prepared from the
following raw materials by weight percentage:
65% of steel slag
25% of blast furnace slag
10% of desulfurization gypsum
The invention relates to a preparation method of cement filling material for
synergetic disposal of antimony-containing solid waste, steel slag and desulfurization
gypsum, which is characterized in that: Mixing the ground steel slag, blast furnace
slag and desulfurization gypsum evenly to prepare cementing material, antimony
containing solid waste, aggregate and water reducing agent, adding water and
mixing them evenly, with the following specific steps:
(1)milling the required raw materials, i.e., steel slag, desulfurization gypsum and
blast furnace slag, with 0.01%-1% of moisture content according to the dry basis
weight percentage of 65%, 25% and 10%, milling by mixed powder until the specific
surface area is 460 m<2>/Kg, and uniformly mixing to obtain a cementing agent;
(2)The antimony-containing solid waste disposed of is lead-zinc mine tailings.
According to the weight ratio of cementing agent/aggregate, the weight ratio of
antimony-containing waste material/(cementing agent + aggregate) is 1/4, and the
mass fraction of slurry is 79%, qualified mine cement filling material can be obtained
by evenly stirring.
Tin mine tailings are selected as aggregates and are also antimony-containing
solid waste. The concentration of antimony in the leaching solution is 1,410pg/L.
The additional antimony-containing waste is waste incineration fly ash, and the
concentration of antimony in the leaching solution is 795pg/L.
Experiment Ill. The cement filling material prepared in Embodiment 3 for
synergetic disposal of antimony-containing solid waste, steel slag and desulfurization
gypsum is subjected to uniaxial infinite compressive strength test and antimony
toxicity leaching test.
1. Experimental method
1) Experimental group: The filling material described in Embodiment 1 is injected
into a 70.7x70.7x70.7mm standard test mold and shaken with a shaking table for 30s;
2) Control group: Grade 42.5 cement is used as cementing agent, and other
steps are exactly the same as those of the test group;
3) After 24 hours of static curing, the films of the experimental group and the
control group were removed, and were put into standard curing boxes for curing
respectively. At the age nodes, uniaxial unconfined compressive strength test and
antimony toxicity leaching test were carried out respectively.
2. Experimental results
1) The test results of uniaxial unconfined compressive strength are shown in the
following table:
Uniaxial unconfined compressive strength/MPa Age Experimental group Control group
3d 0.92 4.55
7d 4.65 8.69
28d 8.12 15.18
2) The concentration results of antimony leaching solution of all solid waste
cements in the test group are as follows:
Antimony leaching concentration/pg/L
Age Experime Control Drinking Detection
ntal group group water standard limit
3d ND 52
7d ND 113 5 0.2
28d 4 520
From the compressive strength test results and antimony leaching concentration
results of tests 1 to 3, it can be seen that the cement filling material provided by the
invention for synergetic disposal of antimony-containing solid waste, steel slag and
desulfurization gypsum meets the requirement that the strength of cement filling on
ore for 28 d is > 5MPa; The leaching concentration of antimony in different ages of
the solidified body is below the drinking water standard, even 5 0.2pg/L, which has
better solidification effect of antimony than the mine filling material with cement as
cementing agent. In a word, the cement filling material for synergetic disposal of antimony-containing hazardous wastes has simple preparation process, up-to standard strength, excellent antimony curing effect, high application value and good environmental benefits.

Claims (5)

1. A cement filling material for co-solidifying antimony, comprising cementing
material, aggregate, water reducing agent and antimony-containing solid waste,
characterized in that: the cementing material comprises 45%-80% of steel slag, 5%
% of desulfurization gypsum and 10%-40% of blast furnace slag in weight
percentage;
the aggregate comprises one or more of mountain sand, river sand, tailings or
waste rock;
the water reducing agent is one or more of lignosulfonate water reducing agent,
naphthalene series high-efficiency water reducing agent, melamine series high
efficiency water reducing agent, sulfamate series high-efficiency water reducing
agent, fatty acid series high-efficiency water reducing agent and polycarboxylate
series high-efficiency water reducing agent;
the antimony-containing solid waste refers to the solid waste whose antimony
concentration in the leaching solution exceeds 5pg/L specified in Standards for
Drinking Water Quality according to the leaching procedure specified in Solid Waste
Extraction Procedure for Leaching Toxicity-Horizontal Vibration Method (HJ557-2009)
and whose antimony content exceeds the background value of Chinese soil by 0.38
2.98mg/kg.
2. The cement filling material for co-solidifying antimony according to claim 1,
characterized in that the steel slag is furnace slag produced in the process of
steelmaking process, containing 5%-30% of tricalcium silicate, 5%-30% of dicalcium
silicate (2S), 10%-38% of RO phase, 2%-8% of ferric oxide, 0.5%-5% of calcium
hydroxide, 0.5%-5% of ferric hydroxide, 0.01%-3% of free calcium oxide, 0.01%-10%
of calcium carbonate, 0.01%-8% of magnesium carbonate, 0.01%-3% of ferric
carbonate and 0.01%-3% of other impurities.
3. The cement filling material for co-solidifying antimony according to claim 1,
characterized in that the desulfurization gypsum refers to a by-product of a wet flue
gas desulfurization technology adopted by a thermal power plant, and the main
component is calcium sulfate dihydrate.
4. The cement filling material for co-solidifying antimony according to claim 1,
characterized in that the blast furnace slag is granular blast furnace slag formed after
the slag generated in the ironmaking process of the metallurgical blast furnace is
rapidly cooled with water, and the main chemical composition ranges from: 38%-49%
of CaO, 26%-42% of SiO2, 6%-17% of A1203, 1%-13% of MgO, 0.1%-2% of MnO,
0.07%-2.5% of FeO, 0.2%-1.5% of S.
5. A preparation method of the cement filling material for co-solidifying antimony
according to claim 1, characterized in that: the milled steel slag, blast furnace slag
and desulfurization gypsum are mixed evenly to prepare a cementing material,
antimony-containing solid waste, aggregate and water reducing agent, water is
added for uniform mixing, with the specific steps as follows:
(1)milling the required raw materials, i.e., steel slag, desulfurization gypsum and
blast furnace slag, with 0.01%-1% of moisture content according to the dry basis
weight percentage of 45%-80%, 5%-20% and 10%-40%, milling independently or
milling by mixed powder until the specific surface area is 200-600 m<2>/Kg, and
uniformly mixing to obtain a cementing agent;
(2)drying the antimony-containing solid wastes until the moisture content is
0.01%-1%, grinding to the specific surface area of 100-1000m<2>/Kg, according to
the weight ratio of the cementing agent/aggregate of 1/8-1/2, the weight ratio of the
antimony-containing solid wastes/(cementing agent + aggregate) of 1/100-1/2,
adding 0%-i% of water reducing agent, until the mass fraction of slurry is 65%-82%,
and uniformly stirring to obtain the qualified mine cement filling material.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113956008A (en) * 2021-11-04 2022-01-21 武汉大学(肇庆)资源与环境技术研究院 Superfine tailing cemented filling soft soil curing agent and preparation method and application thereof
CN114940591A (en) * 2022-05-10 2022-08-26 天津拓展伟创材料研究有限公司 Cementing material for curing high-water-content tailings
CN115504753A (en) * 2022-10-08 2022-12-23 昆明理工大学 Phosphogypsum-based mine filling cementing material

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113956008A (en) * 2021-11-04 2022-01-21 武汉大学(肇庆)资源与环境技术研究院 Superfine tailing cemented filling soft soil curing agent and preparation method and application thereof
CN114940591A (en) * 2022-05-10 2022-08-26 天津拓展伟创材料研究有限公司 Cementing material for curing high-water-content tailings
CN115504753A (en) * 2022-10-08 2022-12-23 昆明理工大学 Phosphogypsum-based mine filling cementing material

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