CN108821713A - Based on alkaline residue-slag-cement ternary cementitious material mortar specimen and preparation method thereof - Google Patents

Based on alkaline residue-slag-cement ternary cementitious material mortar specimen and preparation method thereof Download PDF

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Publication number
CN108821713A
CN108821713A CN201810783824.9A CN201810783824A CN108821713A CN 108821713 A CN108821713 A CN 108821713A CN 201810783824 A CN201810783824 A CN 201810783824A CN 108821713 A CN108821713 A CN 108821713A
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alkaline residue
slag
cement
cementitious material
ternary
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Inventor
赵庆新
刘继中
杨丽萍
王冬丽
才鸿伟
宋嵘杰
白旭昕
石雨轩
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Yanshan University
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Yanshan University
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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
    • 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
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/08Slag cements
    • 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
    • C04B7/24Cements from oil shales, residues or waste other than slag
    • 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
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/50Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
    • 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
    • Y02P40/10Production of cement, e.g. improving or optimising the production methods; Cement grinding

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

The invention belongs to building material technical fields, are related to a kind of based on alkaline residue-slag-cement ternary cementitious material mortar specimen comprising following components:Alkaline residue-slag-cement ternary cementitious material, sandstone and water, alkaline residue-slag-cement ternary cementitious material include mass percent be 10~30% alkaline residue, 60~80% slag and 10~30% cement.Preparation method includes the following steps:S1, alkaline residue is pre-processed, S2, pretreated alkaline residue, slag and cement are added sequentially to be stirred in blender with preset quality ratio, alkaline residue-slag-cement ternary cementitious material is obtained after mixing evenly, with preset quality than sandstone is added in S3, alkaline residue-slag in blender-cement ternary cementitious material, it stirs evenly, S4, the water that preset quality ratio is added in blender, stir to get mortar specimen.The present invention prepares high-strength mortar specimen, turns waste into wealth using industrial residue alkaline residue and slag as raw material, reduces production cost while protecting environment.

Description

Based on alkaline residue-slag-cement ternary cementitious material mortar specimen and preparation method thereof
Technical field
The invention belongs to building material technical fields, are related to a kind of based on alkaline residue-slag-cement ternary cementitious material sand Starch test specimen and preparation method thereof.
Background technique
The fast development of building trade will certainly accelerate energy consumption, while can also adversely affect to environment, full generation The scholar on boundary is substituted in exploration with trade waste or part substitutes traditional building material, this can not only reduce the tradition such as cement The usage amount of construction material, while the recycling to waste is so that the sustainable development of protection and society to environment suffers from Important function.
Alkaline residue is a kind of Industry Waste rejected material of generation during ammonia-soda process soda ash.The bulk deposition of this waste material and row It puts and very detrimental effect is caused to environment, ammonia-soda process alkaline in China's is up to 4,210,000 t/.Due to ammonia-soda process soda manufacture work The characteristics of skill, every production 1t soda ash will discharge the alkaline residue of 0.3t outward, and the factory of a 800000 t soda ash of annual output is annual for giving up The expense of slag discharge about needs 10,000,000 yuan.Under normal circumstances, alkaline residue takes the processing mode of accumulation on ground surface, a large amount of alkaline residue deposition After form a piece of " white sea ", cause the pollution of surrounding sea.Therefore, alkaline residue is efficiently used, is turned waste into wealth, there is apparent society Meeting benefit and economic benefit, have a extensive future.
Summary of the invention
In view of the deficiencies of the prior art, the present invention provides a kind of based on alkaline residue-slag-cement ternary cementitious material mortar Test specimen forms a kind of novel cementitious material system by alkaline residue activated slag and in conjunction with cement, and the salkali waste for including in alkaline residue produces Raw alkaline environment activated slag makes whole system generate intensity, rationally utilizes trade waste-alkaline residue and slag, and resistance to compression And High anti bending strength, cement consumption and production cost are reduced while protecting environment.
The invention is realized in this way:
It is a kind of based on alkaline residue-slag-cement ternary cementitious material mortar specimen comprising following components:Alkaline residue-mine Slag-cement ternary cementitious material, sandstone and water, the alkaline residue-slag-cement ternary cementitious material include that mass percent is 10 ~30% alkaline residue, 60~80% slag and 10~30% cement.
Preferably, the alkaline residue includes butt alkaline residue and wet basis alkaline residue, and the alkaline residue includes the component of following mass ratio: 35.00~40.00% Cl-, 32.00~37.00% CaO, 12.00~14.00% Na2O, 3.00~5.00% SiO2, 2.00~3.00% MgO, 2.00~3.00% SO3, 2.00~3.00% Al2O3, 0.30~0.40% K2O With 0.20~0.30% Fe2O3
Preferably, specific surface area >=400m of the slag2/ kg, density >=2.8g/cm3, conserve the activity index of 7d >= 75%, activity index >=95% of maintenance 28d, fluidity ratio >=95%, water content≤1.0%, sulfur trioxide content≤ 4.0%, chloride ion content≤0.06, loss on ignition≤3.0%, vitreum content >=85%.
Preferably, the slag includes the component of following mass ratio:The slag includes the component of following mass ratio: 33.00~36.00% CaO, 25.00~42.00% SiO2, 15.00~20.00% Al2O3, 0.5~1.00% Fe2O3, 0.2~0.4% MgO, 2.00~4.00% TiO2, 0.40~0.60% K2O, 2.00~3.00% SO3、 The Na of 0.20~0.40% MnO and 0.20~0.40%2O。
Preferably, the cement is portland cement.
Preferably, the sandstone and alkaline residue-slag-cement ternary cementitious material mass ratio are 2.5~3.5, the water It is 0.4~0.6 with alkaline residue-slag-cement ternary cementitious material mass ratio.
Preferably, the partial size of the sandstone is 0.16~4.75mm.
A kind of preparation method based on alkaline residue-slag-cement ternary cementitious material mortar specimen, specifically includes following Step:
S1, alkaline residue is pre-processed,
S2, pretreated alkaline residue, slag and cement are added sequentially to be stirred in blender with preset quality ratio, Alkaline residue-slag-cement ternary cementitious material is obtained after mixing evenly,
With preset quality than sandstone, stirring is added in S3, alkaline residue-slag in blender-cement ternary cementitious material Uniformly,
S4, the water that preset quality ratio is added in blender, stir to get mortar specimen.
Preferably, step S1 carries out that pretreated the specific method is as follows to alkaline residue:When alkaline residue is wet basis alkaline residue, by wet basis Alkaline residue is dried, is pulverized, and is sieved;When alkaline residue is butt alkaline residue, S2 is entered step.
Preferably, the mass ratio of the alkaline residue, slag and cement is 1:3:1, the water and alkaline residue-slag-cement ternary The mass ratio of cementitious material is 0.5, and the sandstone and alkaline residue-slag-cement ternary cementitious material mass ratio are 3.
Compared with prior art, the invention has the advantages that:
(1) of the invention based on alkaline residue-slag-cement ternary cementitious material mortar specimen, in raw material comprising alkaline residue and Slag makes full use of industrial residue, reduces the environmental pollution as caused by alkaline residue and slag stacking, improves added value, becomes useless For treasured, production cost is reduced while protecting environment;
(2) the trade waste alkaline residue that pile up like a mountain is applied in novel gelled material system, is prepared by the present invention Mortar specimen 28d compression strength reaches 45MPa, and flexural strength reaches 6.5MPa, has the characteristics that energy conservation and environmental protection, light high-strength.
(3) in alkaline residue-slag-cement ternary cementitious material system, by the incorporation of alkaline residue and slag largely instead of Portland cement, mixed alkaline residue can make whole system that alkalinity be presented to which activated slag carries out further hydration reaction, lead to 28d hydrated product known to crossing test analysis is mainly C-S-H gel and calcium chloroaluminate crystal, their collective effect mentions for system Intensity source is supplied.
Detailed description of the invention
Fig. 1 is the process of the preparation method of the invention based on alkaline residue-slag-cement ternary cementitious material mortar specimen Figure;
Fig. 2 a is the micro- shape that alkaline residue-slag-cement ternary cementitious material system 28d age hardened paste amplifies 500 times Looks;
Fig. 2 b is the micro- shape that alkaline residue-slag-cement ternary cementitious material system 28d age hardened paste amplifies 2000 times Looks;
Fig. 2 c is the micro- shape that alkaline residue-slag-cement ternary cementitious material system 28d age hardened paste amplifies 4000 times Looks;
Fig. 3 is the XRD spectrum based on alkaline residue-slag-cement ternary cementitious material mortar specimen;
Fig. 4 is the DSC-TG curve based on alkaline residue-slag-cement ternary cementitious material mortar specimen.
Specific embodiment
Below with reference to the attached drawing exemplary embodiment that the present invention will be described in detail, feature and aspect of performance.It is identical in attached drawing Appended drawing reference indicate element functionally identical or similar.Although the various aspects of embodiment are shown in the attached drawings, remove It non-specifically points out, it is not necessary to attached drawing drawn to scale.
It is a kind of based on alkaline residue-slag-cement ternary cementitious material mortar specimen comprising following components:Alkaline residue-mine Slag-cement ternary cementitious material, sandstone and water, wherein water is 0.4 with alkaline residue-slag-cement ternary cementitious material mass ratio ~0.6, sandstone and alkaline residue-slag-cement ternary cementitious material mass ratio are 2.5~3.5.Alkaline residue-slag-cement ternary glue Gel material include mass percent be 10~30% alkaline residue, 60~80% slag and 10~30% cement.
Preferably, alkaline residue includes butt alkaline residue and wet basis alkaline residue, and alkaline residue includes the component of following mass ratio:35.00~ 40.00% Cl-, 32.00~37.00% CaO, 12.00~14.00% Na2O, 3.00~5.00% SiO2、2.00 ~3.00% MgO, 2.00~3.00% SO3, 2.00~3.00% Al2O3, 0.30~0.40% K2O and 0.20~ 0.30% Fe2O3.Slag includes the component of following mass ratio:33.00~36.00% CaO, 25.00~42.00% SiO2, 15.00~20.00% Al2O3, 0.5~1.00% Fe2O3, 0.2~0.4% MgO, 2.00~4.00% TiO2, 0.40~0.60% K2O, 2.00~3.00% SO3, 0.20~0.40% MnO and 0.20~0.40% Na2O.Cement is portland cement.
Preferably, slag is S95 grades or more ground slag, specific surface area >=400m of slag2/ kg, density >=2.8g/ cm3, it conserves activity index >=75% of 7d, conserve activity index >=95% of 28d, fluidity ratio >=95%, water content≤ 1.0%, sulfur trioxide content≤4.0%, chloride ion content≤0.06, loss on ignition≤3.0%, vitreum content >=85%.Sand The partial size of stone is 0.16~4.75mm.
Preferably, the mass percent of alkaline residue is 20% in alkaline residue-slag-cement ternary cementitious material, the quality of slag Percentage is 60%, and the mass percent of cement is 20%.
A kind of preparation method based on alkaline residue-slag-cement ternary cementitious material mortar specimen, specifically includes following Step:
S1, alkaline residue is pre-processed, alkaline residue includes wet basis alkaline residue and butt alkaline residue, will when alkaline residue is wet basis alkaline residue Wet basis alkaline residue is dried, is pulverized, and is sieved;When alkaline residue is butt alkaline residue, S2 is entered step;
S2, the alkaline residue, slag and cement of preset quality ratio are added sequentially to be stirred in blender, after mixing evenly Obtain alkaline residue-slag-cement ternary cementitious material;
With preset quality than sandstone, stirring is added in S3, alkaline residue-slag in blender-cement ternary cementitious material Uniformly;
S4, the water that preset quality ratio is added in blender, stir to get mortar specimen.
In embodiment, the wet basis alkaline residue from certain company is chosen, chemical component is as shown in table 1:
The chemical component (%) of 1 alkaline residue of table
Slag selects S95 grades of slags, and chemical component is as shown in table 2,
The chemical component (%) of 2 slag of table
Embodiment 1
S1, wet basis alkaline residue is pre-processed, wet basis alkaline residue is dried, pulverized and crossed the square hole screen of 0.16mm,
S2, alkaline residue 0.5kg, S95 grades of ground slag 2kg and portland cement 0.5kg after sieving are taken to put into respectively by force It is stirred in standard blender, obtains alkaline residue-slag-cement ternary cementitious material after mixing evenly,
The sandstone of 7.5kg is added in S3, alkaline residue-slag in blender-cement ternary cementitious material, stirs evenly,
S4, the water that 1.25kg is added in blender are stirred to obtain mixed mortar, and mixed mortar are taken shape in mould In, obtain mortar specimen 1.
Embodiment 2
S1, wet basis alkaline residue is pre-processed, wet basis alkaline residue is dried, pulverized and crossed the square hole screen of 0.16mm,
S2, alkaline residue 0.25kg, S95 grades of ground slag 1.5kg and portland cement 0.75kg after sieving are taken to put into respectively It is stirred into forced mixer, obtains alkaline residue-slag-cement ternary cementitious material after mixing evenly,
The sandstone of 7.5kg is added in S3, alkaline residue-slag in blender-cement ternary cementitious material, stirs evenly,
S4, the water that 1.25kg is added in blender are stirred to obtain mixed mortar, and mixed mortar are taken shape in mould In, obtain mortar specimen 2.
Embodiment 3
S1, wet basis alkaline residue is pre-processed, wet basis alkaline residue is dried, pulverized and crossed the square hole screen of 0.16mm,
S2, alkaline residue 0.25kg, S95 grades of ground slag 1.75kg and portland cement 0.5kg after sieving are taken to put into respectively It is stirred into forced mixer, obtains alkaline residue-slag-cement ternary cementitious material after mixing evenly,
The sandstone of 7.5kg is added in S3, alkaline residue-slag in blender-cement ternary cementitious material, stirs evenly,
S4, the water that 1.25kg is added in blender are stirred to obtain mixed mortar, and mixed mortar are taken shape in mould In, obtain mortar specimen 3.
Obtained mortar specimen 1, mortar specimen 2 and mortar specimen 3 are subjected to 28d flexural strength and 28d pressure resistance respectively The test of degree, test result are as shown in table 3.
3 mortar specimen strength test of table
Sample number into spectrum 28d flexural strength (MPa) 28d compression strength (MPa)
Mortar specimen 1 7.37 45.11
Mortar specimen 2 7.82 45.18
Mortar specimen 3 6.69 45.79
The 28d flexural strength of mortar specimen 1~3 reaches 6.5MPa or more, and 28d compression strength reaches 45MPa or more. Comprehensive performance otherness is smaller, and 28d mortar specimen intensity value corresponding with 42.5 cement of P.O is close.
It is observed after the evacuated processing with metal spraying of 28d mortar specimen using Hitachi-3400N scanning electron microscope hard The microscopic appearance of slurrying body can be seen that alkaline residue-slag-cement ternary cementitious material system 28d hydration age by Fig. 2 a~2c Hydrated product it is abundant, hardened paste structure basically forms, and paste structure is finer and close, bonds relatively close between hydrated product, has A small amount of hole and crack exist.It is distributed in hydrated product surface in the crystal of needle bar shape and irregular sheet, while there are also a small amount of Unreacted gelling material particles are distributed in around hydrated product.
Material phase analysis is carried out to 28d net slurry sample using X-ray diffractometer.Cu target, tube voltage 200kV, tube current 40mA. The scanning range of 2 θ of the angle of diffraction is set as 10 ° to 80 °, and sweep speed is 1 °/min.It can be observed that occurring 3CaO in Fig. 3 Al2O3·CaCl2·10H2The apparent diffraction maximum of O.Just as shown in Figure 2 b, hydrated product surface is distributed in needle bar shape and is not advised Then the substance of sheet is exactly 3CaOAl2O3·CaCl2·10H2O crystal.CaCO has been observed in XRD spectrum3Diffraction maximum In the presence of, be due to sample sampling and test process in hydrated product Ca (OH)2It is carbonized.Although C-S-H belongs to amorphous State, and spectral line to be to diffuse based on peak, but map occurs apparent " convex closure " phenomenon at 25-35 °, illustrates alkaline residue-slag-cement There is the generation of C-S-H gel in the hydrated product of ternary cementitious material system 28d hydration age.
Thermogravimetric and differential thermal point are carried out to 28d net slurry sample using German NETZSCH company STA449F5 synthesis thermal analyzer Analysis, to prevent sample to be carbonized during heating, when test, use Ar for protective gas, and heating rate is 10 DEG C/min. From fig. 4, it can be seen that net slurry mainly occurs six endothermic peaks and two exothermic peaks in 28d hydration age.Wherein endothermic peak It is located at 106.9 DEG C, 186.4 DEG C, 299.3 DEG C, 334.2 DEG C, 467 DEG C and 609.9 DEG C.Exothermic peak is 717.6 DEG C and 904.9 DEG C present position.Endothermic peak positioned at 106.9 DEG C is due to 3CaOAl2O3·CaCl2·10H2O sloughs the generation of part water, Form 3CaOAl2O3·CaCl2·6H2O.Endothermic peak positioned at 299.3 DEG C is 3CaOAl2O3·CaCl2·6H2O continues Caused by sloughing 5 crystallizations water.It and is that the dehydration heat absorption of C-S-H gel is made positioned at 186.4 DEG C, 334.2 DEG C and 467 DEG C of endothermic peak At.Wave crest positioned at 609.9 DEG C be continue due to hydrated calcium chloroaluminate dehydration inhale it is thermogenetic.Positioned at 717.6 DEG C of positions Exothermic peak is then that further crystallization is produced due to hydrated calcium chloroaluminate.Occurring exothermic peak positioned at 862.2 DEG C is because corresponding Crystal transfer has occurred in C-S-H gel, is converted into β-wollastonite.By the analysis to DSC-TG curve, prove in system Hydrated product C-S-H gel and 3CaOAl2O3·CaCl2·10H2The presence of O crystal.
CaO chance water in alkaline residue, which reacts, generates Ca (OH)2, Ca (OH)2Presence make alkaline residue-slag-cement ternary glue The pH value of gel material system increases, while containing active SiO in slag2And Al2O3, they can be in alkaline environment Generate C-S-H gel and C-A-H gel.With deepening continuously for degree of hydration, the gel of generation is constantly assembled, to make entire System generates intensity.Meanwhile containing a large amount of chloride ion in alkaline residue, chloride ion can generate 3CaO with C-A-H gel reaction Al2O3·CaCl2·10H2O crystal.C-S-H gel and 3CaOAl2O3·CaCl2·10H2O crystal has collectively constituted entire body The primary intensity source of system.
Finally it should be noted that:Above-described embodiments are merely to illustrate the technical scheme, rather than to it Limitation;Although the present invention is described in detail referring to the foregoing embodiments, those skilled in the art should understand that: It can still modify to technical solution documented by previous embodiment, or to part of or all technical features into Row equivalent replacement;And these modifications or substitutions, it does not separate the essence of the corresponding technical solution various embodiments of the present invention technical side The range of case.

Claims (10)

1. a kind of based on alkaline residue-slag-cement ternary cementitious material mortar specimen, it is characterised in that:It includes the following components: Alkaline residue-slag-cement ternary cementitious material, sandstone and water,
Alkaline residue-the slag-cement ternary cementitious material includes that mass percent is 10~30% alkaline residue, 60~80% mine Slag and 10~30% cement.
2. according to claim 1 based on alkaline residue-slag-cement ternary cementitious material mortar specimen, it is characterised in that: The alkaline residue includes butt alkaline residue and wet basis alkaline residue, and the alkaline residue includes the component of following mass ratio:35.00~40.00% Cl-, 32.00~37.00% CaO, 12.00~14.00% Na2O, 3.00~5.00% SiO2, 2.00~3.00% MgO, 2.00~3.00% SO3, 2.00~3.00% Al2O3, 0.30~0.40% K2O's and 0.20~0.30% Fe2O3
3. according to claim 1 based on alkaline residue-slag-cement ternary cementitious material mortar specimen, it is characterised in that: Specific surface area >=400m of the slag2/ kg, density >=2.8g/cm3, conserve activity index >=75% of 7d, conserve the work of 28d Sex index >=95%, fluidity ratio >=95%, water content≤1.0%, sulfur trioxide content≤4.0%, chloride ion content≤ 0.06, loss on ignition≤3.0%, vitreum content >=85%.
4. according to claim 3 based on alkaline residue-slag-cement ternary cementitious material mortar specimen, it is characterised in that: The slag includes the component of following mass ratio:33.00~36.00% CaO, 25.00~42.00% SiO2, 15.00~ 20.00% Al2O3, 0.5~1.00% Fe2O3, 0.2~0.4% MgO, 2.00~4.00% TiO2, 0.40~ 0.60% K2O, 2.00~3.00% SO3, 0.20~0.40% MnO and 0.20~0.40% Na2O。
5. according to claim 1 based on alkaline residue-slag-cement ternary cementitious material mortar specimen, it is characterised in that: The cement is portland cement.
6. according to claim 1 based on alkaline residue-slag-cement ternary cementitious material mortar specimen, it is characterised in that: The sandstone and alkaline residue-slag-cement ternary cementitious material mass ratio are 2.5~3.5, the water and alkaline residue-slag-cement The mass ratio of ternary cementitious material is 0.4~0.6.
7. according to claim 1 based on alkaline residue-slag-cement ternary cementitious material mortar specimen, it is characterised in that: The partial size of the sandstone is 0.16~4.75mm.
8. a kind of system as claimed in claim 1 based on alkaline residue-slag-cement ternary cementitious material mortar specimen Preparation Method, it is characterised in that:It specifically includes following steps:
S1, alkaline residue is pre-processed,
S2, pretreated alkaline residue, slag and cement are added sequentially to be stirred in blender with preset quality ratio, are stirred Alkaline residue-slag-cement ternary cementitious material is obtained after uniformly,
It is stirred evenly with preset quality than addition sandstone in S3, alkaline residue-slag in blender-cement ternary cementitious material,
S4, the water that preset quality ratio is added in blender, stir to get mortar specimen.
9. the preparation method according to claim 8 based on alkaline residue-slag-cement ternary cementitious material mortar specimen, It is characterized in that:Step S1 is pretreated to alkaline residue progress, and the specific method is as follows:When alkaline residue is wet basis alkaline residue, by wet basis alkaline residue It dried, pulverized, and be sieved;When alkaline residue is butt alkaline residue, S2 is entered step.
10. the preparation method according to claim 8 based on alkaline residue-slag-cement ternary cementitious material mastic test specimen, It is characterized in that:The mass ratio of the alkaline residue, slag and cement is 1:3:1, the water and alkaline residue-slag-cement ternary are gelled The mass ratio of material is 0.5, and the sandstone and alkaline residue-slag-cement ternary cementitious material mass ratio are 3.
CN201810783824.9A 2018-07-17 2018-07-17 Based on alkaline residue-slag-cement ternary cementitious material mortar specimen and preparation method thereof Withdrawn CN108821713A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
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CN110922116A (en) * 2019-12-02 2020-03-27 湖南绿生科技发展有限公司 Chloroprene rubber-alkali residue-cement composite cementing material, and preparation method and device thereof
CN111848048A (en) * 2020-08-03 2020-10-30 淮阴工学院 Waste alkali residue recycling method and alkali residue self-repairing cement-based material prepared by same
CN112125633A (en) * 2020-10-26 2020-12-25 燕山大学 C30 grade full-solid waste concrete and preparation method thereof
EP4043416A1 (en) * 2021-02-12 2022-08-17 Povazská cementáren, a.s. Thermal energy storage media based on concrete and use of hybrid cement as a binder for production of such concrete media

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104961412A (en) * 2015-07-03 2015-10-07 济南大学 Method for preparing cement-based composite cementing material from cement, steel slag micro-powder, superfine slag powder and fly ash
CN105347755A (en) * 2015-11-11 2016-02-24 浙江大学宁波理工学院 Cement-based composite cementing material with high endurance
CN106927769A (en) * 2017-04-10 2017-07-07 燕山大学 A kind of alkaline residue pervious concrete and preparation method thereof
CN106966679A (en) * 2017-03-10 2017-07-21 同济大学 A kind of ternary gelling system facing mortar and its application method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104961412A (en) * 2015-07-03 2015-10-07 济南大学 Method for preparing cement-based composite cementing material from cement, steel slag micro-powder, superfine slag powder and fly ash
CN105347755A (en) * 2015-11-11 2016-02-24 浙江大学宁波理工学院 Cement-based composite cementing material with high endurance
CN106966679A (en) * 2017-03-10 2017-07-21 同济大学 A kind of ternary gelling system facing mortar and its application method
CN106927769A (en) * 2017-04-10 2017-07-07 燕山大学 A kind of alkaline residue pervious concrete and preparation method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110922116A (en) * 2019-12-02 2020-03-27 湖南绿生科技发展有限公司 Chloroprene rubber-alkali residue-cement composite cementing material, and preparation method and device thereof
CN111848048A (en) * 2020-08-03 2020-10-30 淮阴工学院 Waste alkali residue recycling method and alkali residue self-repairing cement-based material prepared by same
CN112125633A (en) * 2020-10-26 2020-12-25 燕山大学 C30 grade full-solid waste concrete and preparation method thereof
CN112125633B (en) * 2020-10-26 2021-07-30 燕山大学 C30 grade full-solid waste concrete and preparation method thereof
EP4043416A1 (en) * 2021-02-12 2022-08-17 Povazská cementáren, a.s. Thermal energy storage media based on concrete and use of hybrid cement as a binder for production of such concrete media

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Application publication date: 20181116