CN109437768A - Using high-titanium slag as C40 phase-change accumulation energy concrete of phase transformation carrier and preparation method thereof - Google Patents
Using high-titanium slag as C40 phase-change accumulation energy concrete of phase transformation carrier and preparation method thereof Download PDFInfo
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- CN109437768A CN109437768A CN201811597768.6A CN201811597768A CN109437768A CN 109437768 A CN109437768 A CN 109437768A CN 201811597768 A CN201811597768 A CN 201811597768A CN 109437768 A CN109437768 A CN 109437768A
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B18/00—Use 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
- C04B18/04—Waste materials; Refuse
- C04B18/14—Waste materials; Refuse from metallurgical processes
- C04B18/141—Slags
- C04B18/144—Slags from the production of specific metals other than iron or of specific alloys, e.g. ferrochrome slags
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B20/00—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
- C04B20/10—Coating or impregnating
- C04B20/12—Multiple coating or impregnating
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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Abstract
The invention belongs to concrete fields, it specifically discloses a kind of using high-titanium slag as C40 phase-change accumulation energy concrete of phase transformation carrier and preparation method thereof, the concrete is made of following material: 410-450 parts of cement, 40-50 parts of flyash, 560-600 parts of fine aggregate, 1250-1300 parts of coarse aggregate, 1.5-3 parts of water-reducing agent, 160-180 parts of water, based on parts by weight；Preparation method is as follows: weighing raw material according to above-mentioned important part, in concrete mixer, fine aggregate, cement, flyash, 30~60s of coarse aggregate dry mixing first is added after mixing, the mixed solution of water-reducing agent and water is added while stirring, stirring 3-5min is obtained.The present invention provides a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, which has the function of good mechanical property and hidden heat energy storage.
Description
Technical field
The invention belongs to concrete fields, specifically disclose a kind of mixed by the C40 phase-change accumulation energy of phase transformation carrier of high-titanium slag
Solidifying soil and preparation method thereof.
Background technique
Phase-change accumulation energy concrete is mixed by introducing green intelligent prepared by phase-changing energy storage material in concrete substrate
Solidifying soil, which are mainly applied to building energy saving fields, compared with normal concrete, phase-change accumulation energy concrete specific heat with higher
Hold, outer wall material is made with phase change concrete, can effectively control the fluctuation range of room temperature, comfort level is improved, reaches and build
Build energy-efficient purpose.
Currently, in the technology of preparing of phase-change accumulation energy concrete, generally using inorganic material such as expanded perlites as phase
The carrier of change energy-storage material, carrier and the compound rear incorporation concrete of phase-changing energy storage material prepare phase change concrete.With expanded pearlite
For rock, expanded perlite is that perlite ore is preheated, and a kind of manufactured inside is honeycomb after TRANSIENT HIGH TEMPERATURE calcining expansion
The white particle of structure, the complex method with phase-changing energy storage material: the phase-changing energy storage material of expanded perlite and liquid first
Mixing, so that porous expanded perlite is fully absorbed phase-changing energy storage material using vacuum suction method, then to expanded perlite into
Row surface encapsulation blocks phase-changing energy storage material inside expanded perlite.According to its principle, it is in if grain structure can be developed and used
The Industrial Solid Waste of existing porous character makees the carrier of phase-changing energy storage material, and substitutes the fine aggregate in concrete to prepare phase-change accumulation energy mixed
Solidifying soil, then can not only reduce the dosage of traditional phase-change accumulation energy carrier material such as expanded perlite to save its resources of production,
The energy can also enrich the resource utilization approach of other class Industrial Solid Wastes and be conducive to fixed-end forces and environmental protection.
High-titanium slag is a kind of waste residue of v-bearing titanomagnetite smelting industrial discharge, has Ti content height, grindability poor, active
Low, the features such as bulk density is small, main chemical compositions include CaO, Ti O2、SiO2、Al2O3, wherein TiO2Content is higher, and one
As be greater than 10%, reach as high as 20% or more.There are a large amount of hole, holes to extend to inside particle for high-titanium slag particle surface
And it penetrates through each other, water absorption rate with higher.Due to specifically forming environment, mud, organic matter, impurity in high-titanium slag etc.
Content is very low, and grain diameter is mainly distributed in the range of zero to several millimeters.Therefore, high-titanium slag, which has, makees phase-change accumulation energy
The necessary condition of the carrier of phase-changing energy storage material in concrete, the present invention is quasi- to be prepared by phase-changing energy storage material carrier of high-titanium slag
Phase-change accumulation energy concrete.
Summary of the invention
For use and the abundant high-titanium slag recycling way for reducing traditional phase-change accumulation energy carrier material such as expanded perlite
Diameter, the present invention provides a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase-changing energy storage material carrier and its preparation side
Method.
Technical scheme is as follows:
It is a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, be made of following material: cement 410-
450 parts, 40-50 parts of flyash, 560-600 parts of fine aggregate, 1250-1300 parts of coarse aggregate, 1.5-3 parts of water-reducing agent, water 160-180
Part, based on parts by weight.
Preferably, it is a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, it is made of following material:
417-442 parts of cement, 43-48 parts of flyash, 570-590 parts of fine aggregate, 1260-1280 parts of coarse aggregate, 2-2.5 parts of water-reducing agent,
165-175 parts of water, based on parts by weight.
Further, a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, it is made of following material: water
430 parts of mud, 45 parts of flyash, 580 parts of fine aggregate, 1270 parts of coarse aggregate, 2.3 parts of water-reducing agent, 170 parts of water, based on parts by weight.
The cement is selected from 42.5 cement of P.O, is provided by Dujiang weir Lafarge Cement Co., Ltd, performance detection knot
Fruit is as follows: normal consistency water requirement 26.7%, specific surface area 369m2·kg-1, presetting period 170min, final setting time 246min,
3 days flexural strengths 6.0MPa, 28 days flexural strengths 8.3MPa, 3 days compression strength 31.2MPa, 28 days compression strength 50.1MPa,
SO3Content 2.03% (≤3.5%), content of MgO 2.41% (≤5%), stability are qualified.
The flyash is selected from I grade of flyash of original state F class, is provided by Sichuan Tie Run commerce and trade Co., Ltd, performance detection
As a result as follows: normal consistency water requirement 23.2%, specific surface area 414m2·kg-1, SO3Content 1.2%, content of MgO 0.83%,
28 days compressive strength rates 93.1%.
The fine aggregate is selected from using high-titanium slag as the composite phase-change energy storage material of phase-changing energy storage material carrier, high-titanium slag
It is provided by Panzhihua Iron, quality water absorption rate 12.2% more dry than saturation plane, apparent bulk density 1705Kg/m3, tightly packed appearance
Weight 1190Kg/m3。
The composite phase-change energy storage material the preparation method is as follows:
(1) pretreated high-titanium slag is added in vacuum reaction kettle, bath temperature control is 75-85 DEG C, with 55-65r/
Min is stirred；Start to vacuumize after stirring 20-30min, vacuum cavitations are in 0.55~0.62MPa；Then it is initially added into stone
Wax, mixing speed is improved to 75-85r/min, after paraffin adds, vacuum cavitations in 0.9-1.0MPa, mixing speed improve to
After 110-130r/min, 25-35min, close heating water bath, after material in reaction kettle is cooled to normal room temperature stop stirring and
Extraction valve is closed, discharging is then carried out；
(2) it after taking out the high-titanium slag for being adsorbed with paraffin, is completely soaked at normal room temperature in 2.9-3.1mol/L's
It is taken out after 1-2h in water glass solution (i.e. sodium silicate solution), the high-titanium slag surface for being adsorbed with paraffin carries a large amount of silicates
Ion, then it is completely soaked the CaCl in 1.9-2.1mol/L2It is taken out after solution 12-24h, silicate ion and CaCl2Calcium in solution
Ion is chemically combined, and can form a preliminary encapsulated layer i.e. hydrated calcium silicate on the high-titanium slag surface for being adsorbed with paraffin
Layer, the hydrated calcium silicate layer can stop the paraffin being adsorbed to overflow from high-titanium slag hole, by the height by tentatively encapsulating
Titanium slag is put into 7~14d of maintenance, the hydrated calcium silicate layer on high-titanium slag surface in cement standard curing box and gradually develops completely,
Paraffin/high-titanium slag composite phase-change energy storage material is obtained at this time.
Step (1) pre-treatment step is: high-titanium slag being sieved, takes whole particles under 4.75mm spare, then will be standby
High-titanium slag is placed in 100 DEG C of thermostatic drying chamber drying for 24 hours, then is placed in confined space and is cooled to room temperature.
The paraffin that step (1) is added, is completely melt through 80 DEG C of heating, and fusing point is 25.5 DEG C, solid-liquid phase change endothermic peak
Temperature is 35.2 DEG C, latent heat of phase change 143.1J/g, and the volume ratio of paraffin and high-titanium slag is controlled in 0.2-0.3.
Normal room temperature refers to 23 ± 2 DEG C.
The coarse aggregate is selected from the stone of 5-20mm Continuous Particle Size.
The water-reducing agent is selected from Sika3301 type high performance water reducing agent of polyocarboxy acid, are mentioned by Sequa Corp, Switzerland
For, solid content 50%, water-reducing rate 38% is good with cement adaptability.
It is a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, preparation method is as follows: according to above-mentioned heavy
It wants part to weigh raw material, in concrete mixer, fine aggregate, cement, flyash, 30~60s of coarse aggregate dry mixing mixing is first added
After uniformly, the mixed solution of water-reducing agent and water is added while stirring, stirring 3-5min is obtained.
Using high-titanium slag as phase transformation carrier C40 phase-change accumulation energy concrete application: high-titanium slag is v-ti magnetite mining and metallurgy
Refining industrial discharge has the characteristics that Ti content height, a kind of waste residue that grindability is poor, activity is low, bulk density is small, at present synthesis
Utilization rate is very low.High-titanium slag particle porosity is higher, surface pore aperture is distributed mainly on several microns to several hundred micron ranges
It is interior, while the specific environment that formed keeps the crystallinity of the non-aperture sections of high-titanium slag particle good, hole wall is very firm.In high titanium
In the tradition application of slag, the feature of high-titanium slag high porosity is considered increasingly as a unfavorable factor, such as with high-titanium slag
Concrete fine aggregate is directly done, high porosity will increase the water consumption of concrete, reduction concrete workability etc., and the present invention fills
Divide the physicochemical characteristic that high-titanium slag is utilized, turns inferiority into superiority, make phase-changing energy storage material carrier using high-titanium slag, it can
Its traditional unfavorable factor (porosity is high) is converted into favorable factor, while fully absorbing the high-titanium slag of phase-changing energy storage material
Grain water absorption rate after surface encapsulation is decreased obviously, and substitution sand will not dramatically increase concrete water when making concrete fine aggregate
Amount.
42.5 ordinary portland cements, flyash constitute the gelling system of phase-change accumulation energy concrete in the present invention.
42.5 ordinary portland cements in the present invention are the core bonding components of phase-change accumulation energy concrete, to phase-change accumulation energy
Mechanical property, workability, durability of concrete etc. have critical impact.
Flyash in the present invention is the complementary bonding component of phase-change accumulation energy concrete.Flyash is generally referred to from fire coal
A kind of fine ash being collected into power-plant flue gas containing the higher active silica-alumina mineral of a large amount of oxygen-octahedron degree of polymerization, and is in
Existing smooth fine and close, inner hollow the granule-morphology in surface.When flyash is used as complementary bonding component, gel can be reduced
The water requirement of system improves the workability of gelling system, significantly improves later strength, durability, impermeability of gelling system etc..
Using cement, the gelling system of flyash building phase-change accumulation energy concrete in the present invention, the characteristics of the gelling system
Be with advantage: (one) bonding component is relatively easy, uncomplicated, and convenient for adjusting the performance of gelling system, such as setting time needs water
Amount, compression strength etc., in addition, being conducive to enhance the compatibility of gelling system and concrete admixture；(2) in phase change concrete
Gelling system in, 42.5 ordinary portland cements and flyash can produce good performance advantage complementation, relative to pure
The gelling system of 42.5 ordinary portland cements, 42.5 ordinary portland cements and the compound gelling system of flyash have and need water
Measure the features such as lower, heat of hydration release is more mild, later strength is higher, microstructure is finer and close and advantage.
In the present invention, fine aggregate had not only been used as concrete tradition fine aggregate, but also as composite phase-change energy storage material；As coagulation
When native tradition fine aggregate, mainly play skeleton and filling；When as composite phase-change energy storage material, phase-change accumulation energy is mainly played
Effect makes concrete obtain good phase change energy storage function.So-called good phase change energy storage function is mostly derived from following two side
Face: (1) selection of phase-changing energy storage material: the present invention in choose paraffin be used as phase-changing energy storage material, paraffin have latent heat of phase change height,
The advantages that stable, nontoxic non-corrosive, cheap without supercooling and precipitation phenomenon, performance.(2) choosing of phase-changing energy storage material carrier
It takes: choosing high-titanium slag in the present invention as phase-changing energy storage material carrier, high-titanium slag particle porosity is higher, surface holes lyriform pore
Diameter is distributed mainly on several microns in several hundred micron ranges, while the specific environment that formed makes the non-aperture sections of high-titanium slag particle
Crystallinity it is good, hole wall is very firm, therefore, in the phase transformation cyclic process of phase-changing energy storage material be easy keep structure it is steady
It is fixed.
In the present invention, coarse aggregate mainly plays skeleton and filling effect, adjusts the ratio of coarse-fine aggregate, adjustable concrete
Workability, cohesiveness and mechanical property etc..
In the present invention, poly carboxylic acid series water reducer is mainly used for reducing concrete water amount, improves the mechanical property of concrete,
Improve mobility, workability and cohesiveness of concrete etc. simultaneously.
The beneficial effects of the present invention are:
The present invention provides a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, is made of following material:
410-450 parts of cement, 40-50 parts of flyash, 560-600 parts of fine aggregate, 1250-1300 parts of coarse aggregate, 1.5-3 parts of water-reducing agent,
160-180 parts of water, based on parts by weight.Preparation method is as follows: raw material is weighed according to above-mentioned important part, in concrete mixer
In, first be added fine aggregate, cement, flyash, 30~60s of coarse aggregate dry mixing after mixing, while stirring be added water-reducing agent with
The mixed solution of water, stirring 3-5min are obtained.
The present invention makees the fine aggregate and phase-changing energy storage material carrier of phase-change accumulation energy concrete using high-titanium slag, is made with paraffin
For phase-changing energy storage material, it is prepared for a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier.It is prepared by the present invention
A kind of phase-change accumulation energy concrete has excellent mechanical property and energy-storage property, and the intensity of concrete meets the requirement of C40, folk prescription
15-40 DEG C of energy storage capacity of concrete is higher than 33.5 × 103KJ.The present invention advantageously reduces traditional phase-change accumulation energy such as expanded perlite and carries
The use of body material and abundant high-titanium slag utilization approaches.
Specific embodiment:
Embodiment 1:
It is a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, be made of following material: 430 parts of cement,
45 parts of flyash, 580 parts of fine aggregate, 1270 parts of coarse aggregate, 2.3 parts of water-reducing agent, 170 parts of water, based on parts by weight.
Wherein, cement is selected from 42.5 cement of P.O, is provided by Dujiang weir Lafarge Cement Co., Ltd, performance detection knot
Fruit is as follows: normal consistency water requirement 26.7%, specific surface area 369m2·kg-1, presetting period 170min, final setting time 246min,
3 days flexural strengths 6.0MPa, 28 days flexural strengths 8.3MPa, 3 days compression strength 31.2MPa, 28 days compression strength 50.1MPa,
SO3Content 2.03% (≤3.5%), content of MgO 2.41% (≤5%), stability are qualified.
The flyash is selected from I grade of flyash of original state F class, is provided by Sichuan Tie Run commerce and trade Co., Ltd, performance detection
As a result as follows: normal consistency water requirement 23.2%, specific surface area 414m2·kg-1, SO3Content 1.2%, content of MgO 0.83%,
28 days compressive strength rates 93.1%.
The fine aggregate is selected from using high-titanium slag as the composite phase-change energy storage material of phase-changing energy storage material carrier, high-titanium slag
It is provided by Panzhihua Iron, quality water absorption rate 12.2% more dry than saturation plane, apparent bulk density 1705Kg/m3, tightly packed appearance
Weight 1190Kg/m3。
The composite phase-change energy storage material the preparation method is as follows:
(1) high-titanium slag is sieved, takes whole particles under 4.75mm spare；
(2) it takes a certain amount of above-mentioned spare high-titanium slag to be placed in 100 DEG C of thermostatic drying chamber drying for 24 hours, then is placed in closed
It is cooled to room temperature in space, is then added in vacuum reaction kettle, bath temperature control is 80 DEG C, is stirred with 60r/min；It stirs
Start to vacuumize after mixing 20min, vacuum cavitations are in 0.61MPa；Then, it is initially added into and heats the paraffin being completely melt through 80 DEG C
(fusing point is 25.5 DEG C, and solid-liquid phase change endotherm peak temperature is 35.2 DEG C, latent heat of phase change 143.1J/g) simultaneously controls paraffin and high titanium ore
The volume ratio control of slag is 0.26, and mixing speed is improved to 75r/min, and after paraffin adds, vacuum cavitations are in 0.95MPa, stirring
Speed is improved to 115r/min, after 25min, is closed heating water bath, is cooled to normal room temperature (23 ± 2 DEG C) to material in reaction kettle
Stop stirring afterwards and close extraction valve, then carries out discharging；
(3) will be adsorbed with paraffin high-titanium slag take out after, under normal room temperature (23 ± 2 DEG C), be completely soaked in
It is taken out after water glass solution (i.e. sodium silicate solution) 1h of 2.9mol/L, the high-titanium slag surface for being adsorbed with paraffin carries largely
Silicate ion, then it is completely soaked the CaCl in 2.0mol/L2It is taken out after solution 16h, silicate ion and CaCl2Calcium in solution
Ion is chemically combined, and can form a preliminary encapsulated layer i.e. hydrated calcium silicate on the high-titanium slag surface for being adsorbed with paraffin
Layer, the hydrated calcium silicate layer can stop the paraffin being adsorbed to overflow from high-titanium slag hole, by the height by tentatively encapsulating
Titanium slag, which is put into cement standard curing box, conserves 7d, and the hydrated calcium silicate layer on high-titanium slag surface is gradually developed completely, at this time
Obtain paraffin/high-titanium slag composite phase-change energy storage material.
Wherein, coarse aggregate is selected from the stone of 5-20mm Continuous Particle Size.
Wherein, water-reducing agent is selected from Sika3301 type high performance water reducing agent of polyocarboxy acid, by Sequa Corp, Switzerland
It provides, solid content 50%, water-reducing rate 38% is good with cement adaptability.
It is a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, preparation method is as follows: according to above-mentioned heavy
It wants part to weigh raw material, in concrete mixer, fine aggregate, cement, flyash, coarse aggregate dry mixing 30s is first added and is uniformly mixed
Afterwards, the mixed solution of water-reducing agent and water is added while stirring, stirring 5min is obtained.
Embodiment 2:
It is a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, be made of following material: 417 parts of cement,
43 parts of flyash, 590 parts of fine aggregate, 1280 parts of coarse aggregate, 2.0 parts of water-reducing agent, 175 parts of water, based on parts by weight.
Wherein, cement is selected from 42.5 cement of P.O, is provided by Dujiang weir Lafarge Cement Co., Ltd, performance detection knot
Fruit is as follows: normal consistency water requirement 26.7%, specific surface area 369m2·kg-1, presetting period 170min, final setting time 246min,
3 days flexural strengths 6.0MPa, 28 days flexural strengths 8.3MPa, 3 days compression strength 31.2MPa, 28 days compression strength 50.1MPa,
SO3Content 2.03% (≤3.5%), content of MgO 2.41% (≤5%), stability are qualified.
The flyash is selected from I grade of flyash of original state F class, is provided by Sichuan Tie Run commerce and trade Co., Ltd, performance detection
As a result as follows: normal consistency water requirement 23.2%, specific surface area 414m2·kg-1, SO3Content 1.2%, content of MgO 0.83%,
28 days compressive strength rates 93.1%.
The fine aggregate is selected from using high-titanium slag as the composite phase-change energy storage material of phase-changing energy storage material carrier, high-titanium slag
It is provided by Panzhihua Iron, quality water absorption rate 12.2% more dry than saturation plane, apparent bulk density 1705Kg/m3, tightly packed appearance
Weight 1190Kg/m3。
The composite phase-change energy storage material the preparation method is as follows:
(1) high-titanium slag is sieved, takes whole particles under 4.75mm spare；
(2) it takes a certain amount of above-mentioned spare high-titanium slag to be placed in 100 DEG C of thermostatic drying chamber drying for 24 hours, then is placed in closed
It is cooled to room temperature in space, is then added in vacuum reaction kettle, bath temperature control is 80 DEG C, is stirred with 60r/min；It stirs
Start to vacuumize after mixing 25min, vacuum cavitations are in 0.61MPa；Then, it is initially added into and heats the paraffin being completely melt through 80 DEG C
(fusing point is 25.5 DEG C, and solid-liquid phase change endotherm peak temperature is 35.2 DEG C, latent heat of phase change 143.1J/g) simultaneously controls paraffin and high titanium ore
The volume ratio control of slag is 0.26, and mixing speed is improved to 80r/min, and after paraffin adds, vacuum cavitations are in 0.95MPa, stirring
Speed is improved to 115r/min, after 30min, is closed heating water bath, is cooled to normal room temperature (23 ± 2 DEG C) to material in reaction kettle
Stop stirring afterwards and close extraction valve, then carries out discharging；
(3) will be adsorbed with paraffin high-titanium slag take out after, under normal room temperature (23 ± 2 DEG C), be completely soaked in
It is taken out after water glass solution (i.e. sodium silicate solution) 1.5h of 2.9mol/L, the high-titanium slag surface for being adsorbed with paraffin carries greatly
Silicate ion is measured, then is completely soaked the CaCl in 2.0mol/L2It is taken out after solution 16h, silicate ion and CaCl2In solution
Calcium ion is chemically combined, and can form a preliminary encapsulated layer i.e. hydrated calcium silicate on the high-titanium slag surface for being adsorbed with paraffin
Layer, the hydrated calcium silicate layer can stop the paraffin being adsorbed to overflow from high-titanium slag hole, by the height by tentatively encapsulating
Titanium slag, which is put into cement standard curing box, conserves 8d, and the hydrated calcium silicate layer on high-titanium slag surface is gradually developed completely, at this time
Obtain paraffin/high-titanium slag composite phase-change energy storage material.
Wherein, coarse aggregate is selected from the stone of 5-20mm Continuous Particle Size.
Wherein, water-reducing agent is selected from Sika3301 type high performance water reducing agent of polyocarboxy acid, by Sequa Corp, Switzerland
It provides, solid content 50%, water-reducing rate 38% is good with cement adaptability.
It is a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, preparation method is as follows: according to above-mentioned heavy
It wants part to weigh raw material, in concrete mixer, fine aggregate, cement, flyash, coarse aggregate dry mixing 45s is first added and is uniformly mixed
Afterwards, the mixed solution of water-reducing agent and water is added while stirring, stirring 5min is obtained.
Embodiment 3:
It is a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, be made of following material: 442 parts of cement,
48 parts of flyash, 570 parts of fine aggregate, 1260 parts of coarse aggregate, 2.5 parts of water-reducing agent, 165 parts of water, based on parts by weight.
Wherein, cement is selected from 42.5 cement of P.O, is provided by Dujiang weir Lafarge Cement Co., Ltd, performance detection knot
Fruit is as follows: normal consistency water requirement 26.7%, specific surface area 369m2·kg-1, presetting period 170min, final setting time 246min,
3 days flexural strengths 6.0MPa, 28 days flexural strengths 8.3MPa, 3 days compression strength 31.2MPa, 28 days compression strength 50.1MPa,
SO3Content 2.03% (≤3.5%), content of MgO 2.41% (≤5%), stability are qualified.
The flyash is selected from I grade of flyash of original state F class, is provided by Sichuan Tie Run commerce and trade Co., Ltd, performance detection
As a result as follows: normal consistency water requirement 23.2%, specific surface area 414m2·kg-1, SO3Content 1.2%, content of MgO 0.83%,
28 days compressive strength rates 93.1%.
The fine aggregate is selected from using high-titanium slag as the composite phase-change energy storage material of phase-changing energy storage material carrier, high-titanium slag
It is provided by Panzhihua Iron, quality water absorption rate 12.2% more dry than saturation plane, apparent bulk density 1705Kg/m3, tightly packed appearance
Weight 1190Kg/m3。
The composite phase-change energy storage material the preparation method is as follows:
(1) high-titanium slag is sieved, takes whole particles under 4.75mm spare；
(2) it takes a certain amount of above-mentioned spare high-titanium slag to be placed in 100 DEG C of thermostatic drying chamber drying for 24 hours, then is placed in closed
It is cooled to room temperature in space, is then added in vacuum reaction kettle, bath temperature control is 80 DEG C, is stirred with 60r/min；It stirs
Start to vacuumize after mixing 26min, vacuum cavitations are in 0.61MPa；Then, it is initially added into and heats the paraffin being completely melt through 80 DEG C
(fusing point is 25.5 DEG C, and solid-liquid phase change endotherm peak temperature is 35.2 DEG C, latent heat of phase change 143.1J/g) simultaneously controls paraffin and high titanium ore
The volume ratio control of slag is 0.26, and mixing speed is improved to 82r/min, and after paraffin adds, vacuum cavitations are in 0.95MPa, stirring
Speed is improved to 115r/min, after 31min, is closed heating water bath, is cooled to normal room temperature (23 ± 2 DEG C) to material in reaction kettle
Stop stirring afterwards and close extraction valve, then carries out discharging；
(3) will be adsorbed with paraffin high-titanium slag take out after, under normal room temperature (23 ± 2 DEG C), be completely soaked in
It is taken out after water glass solution (i.e. sodium silicate solution) 2h of 2.9mol/L, the high-titanium slag surface for being adsorbed with paraffin carries largely
Silicate ion, then it is completely soaked the CaCl in 2.0mol/L2It is taken out after solution 16h, silicate ion and CaCl2Calcium in solution
Ion is chemically combined, and can form a preliminary encapsulated layer i.e. hydrated calcium silicate on the high-titanium slag surface for being adsorbed with paraffin
Layer, the hydrated calcium silicate layer can stop the paraffin being adsorbed to overflow from high-titanium slag hole, by the height by tentatively encapsulating
Titanium slag, which is put into cement standard curing box, conserves 9d, and the hydrated calcium silicate layer on high-titanium slag surface is gradually developed completely, at this time
Obtain paraffin/high-titanium slag composite phase-change energy storage material.
Wherein, coarse aggregate is selected from the stone of 5-20mm Continuous Particle Size.
Wherein, water-reducing agent is selected from Sika3301 type high performance water reducing agent of polyocarboxy acid, by Sequa Corp, Switzerland
It provides, solid content 50%, water-reducing rate 38% is good with cement adaptability.
It is a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, preparation method is as follows: according to above-mentioned heavy
It wants part to weigh raw material, in concrete mixer, fine aggregate, cement, flyash, coarse aggregate dry mixing 60s is first added and is uniformly mixed
Afterwards, the mixed solution of water-reducing agent and water is added while stirring, stirring 3min is obtained.
Embodiment 4:
It is a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, be made of following material: 430 parts of cement,
45 parts of flyash, 590 parts of fine aggregate, 1260 parts of coarse aggregate, 2.3 parts of water-reducing agent, 170 parts of water, based on parts by weight.
Wherein, cement is selected from 42.5 cement of P.O, is provided by Dujiang weir Lafarge Cement Co., Ltd, performance detection knot
Fruit is as follows: normal consistency water requirement 26.7%, specific surface area 369m2·kg-1, presetting period 170min, final setting time 246min,
3 days flexural strengths 6.0MPa, 28 days flexural strengths 8.3MPa, 3 days compression strength 31.2MPa, 28 days compression strength 50.1MPa,
SO3Content 2.03% (≤3.5%), content of MgO 2.41% (≤5%), stability are qualified.
The flyash is selected from I grade of flyash of original state F class, is provided by Sichuan Tie Run commerce and trade Co., Ltd, performance detection
As a result as follows: normal consistency water requirement 23.2%, specific surface area 414m2·kg-1, SO3Content 1.2%, content of MgO 0.83%,
28 days compressive strength rates 93.1%.
The fine aggregate is selected from using high-titanium slag as the composite phase-change energy storage material of phase-changing energy storage material carrier, high-titanium slag
It is provided by Panzhihua Iron, quality water absorption rate 12.2% more dry than saturation plane, apparent bulk density 1705Kg/m3, tightly packed appearance
Weight 1190Kg/m3。
The composite phase-change energy storage material the preparation method is as follows:
(1) high-titanium slag is sieved, takes whole particles under 4.75mm spare；
(2) it takes a certain amount of above-mentioned spare high-titanium slag to be placed in 100 DEG C of thermostatic drying chamber drying for 24 hours, then is placed in closed
It is cooled to room temperature in space, is then added in vacuum reaction kettle, bath temperature control is 80 DEG C, is stirred with 60r/min；It stirs
Start to vacuumize after mixing 30min, vacuum cavitations are in 0.61MPa；Then, it is initially added into and heats the paraffin being completely melt through 80 DEG C
(fusing point is 25.5 DEG C, and solid-liquid phase change endotherm peak temperature is 35.2 DEG C, latent heat of phase change 143.1J/g) simultaneously controls paraffin and high titanium ore
The volume ratio control of slag is 0.26, and mixing speed is improved to 85r/min, and after paraffin adds, vacuum cavitations are in 0.95MPa, stirring
Speed is improved to 115r/min, after 35min, is closed heating water bath, is cooled to normal room temperature (23 ± 2 DEG C) to material in reaction kettle
Stop stirring afterwards and close extraction valve, then carries out discharging；
(3) will be adsorbed with paraffin high-titanium slag take out after, under normal room temperature (23 ± 2 DEG C), be completely soaked in
It is taken out after water glass solution (i.e. sodium silicate solution) 2h of 2.9mol/L, the high-titanium slag surface for being adsorbed with paraffin carries largely
Silicate ion, then it is completely soaked the CaCl in 2.0mol/L2It is taken out after solution 16h, silicate ion and CaCl2Calcium in solution
Ion is chemically combined, and can form a preliminary encapsulated layer i.e. hydrated calcium silicate on the high-titanium slag surface for being adsorbed with paraffin
Layer, the hydrated calcium silicate layer can stop the paraffin being adsorbed to overflow from high-titanium slag hole, by the height by tentatively encapsulating
Titanium slag, which is put into cement standard curing box, conserves 9d, and the hydrated calcium silicate layer on high-titanium slag surface is gradually developed completely, at this time
Obtain paraffin/high-titanium slag composite phase-change energy storage material.
Wherein, coarse aggregate is selected from the stone of 5-20mm Continuous Particle Size.
Wherein, water-reducing agent is selected from Sika3301 type high performance water reducing agent of polyocarboxy acid, by Sequa Corp, Switzerland
It provides, solid content 50%, water-reducing rate 38% is good with cement adaptability.
It is a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, preparation method is as follows: according to above-mentioned heavy
It wants part to weigh raw material, in concrete mixer, fine aggregate, cement, flyash, coarse aggregate dry mixing 50s is first added and is uniformly mixed
Afterwards, the mixed solution of water-reducing agent and water is added while stirring, stirring 5min is obtained.
Embodiment 5:
It is a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, be made of following material: 430 parts of cement,
45 parts of flyash, 570 parts of fine aggregate, 1280 parts of coarse aggregate, 2.3 parts of water-reducing agent, 170 parts of water, based on parts by weight.
Wherein, cement is selected from 42.5 cement of P.O, is provided by Dujiang weir Lafarge Cement Co., Ltd, performance detection knot
Fruit is as follows: normal consistency water requirement 26.7%, specific surface area 369m2·kg-1, presetting period 170min, final setting time 246min,
3 days flexural strengths 6.0MPa, 28 days flexural strengths 8.3MPa, 3 days compression strength 31.2MPa, 28 days compression strength 50.1MPa,
SO3Content 2.03% (≤3.5%), content of MgO 2.41% (≤5%), stability are qualified.
The flyash is selected from I grade of flyash of original state F class, is provided by Sichuan Tie Run commerce and trade Co., Ltd, performance detection
As a result as follows: normal consistency water requirement 23.2%, specific surface area 414m2·kg-1, SO3Content 1.2%, content of MgO 0.83%,
28 days compressive strength rates 93.1%.
The fine aggregate is selected from using high-titanium slag as the composite phase-change energy storage material of phase-changing energy storage material carrier, high-titanium slag
It is provided by Panzhihua Iron, quality water absorption rate 12.2% more dry than saturation plane, apparent bulk density 1705Kg/m3, tightly packed appearance
Weight 1190Kg/m3。
The composite phase-change energy storage material the preparation method is as follows:
(1) high-titanium slag is sieved, takes whole particles under 4.75mm spare；
(2) it takes a certain amount of above-mentioned spare high-titanium slag to be placed in 100 DEG C of thermostatic drying chamber drying for 24 hours, then is placed in closed
It is cooled to room temperature in space, is then added in vacuum reaction kettle, bath temperature control is 80 DEG C, is stirred with 60r/min；It stirs
Start to vacuumize after mixing 28min, vacuum cavitations are in 0.61MPa；Then, it is initially added into and heats the paraffin being completely melt through 80 DEG C
(fusing point is 25.5 DEG C, and solid-liquid phase change endotherm peak temperature is 35.2 DEG C, latent heat of phase change 143.1J/g) simultaneously controls paraffin and high titanium ore
The volume ratio control of slag is 0.26, and mixing speed is improved to 85r/min, and after paraffin adds, vacuum cavitations are in 0.95MPa, stirring
Speed is improved to 115r/min, after 35min, is closed heating water bath, is cooled to normal room temperature (23 ± 2 DEG C) to material in reaction kettle
Stop stirring afterwards and close extraction valve, then carries out discharging；
(3) will be adsorbed with paraffin high-titanium slag take out after, under normal room temperature (23 ± 2 DEG C), be completely soaked in
It is taken out after water glass solution (i.e. sodium silicate solution) 2h of 2.9mol/L, the high-titanium slag surface for being adsorbed with paraffin carries largely
Silicate ion, then it is completely soaked the CaCl in 2.0mol/L2It is taken out after solution 16h, silicate ion and CaCl2Calcium in solution
Ion is chemically combined, and can form a preliminary encapsulated layer i.e. hydrated calcium silicate on the high-titanium slag surface for being adsorbed with paraffin
Layer, the hydrated calcium silicate layer can stop the paraffin being adsorbed to overflow from high-titanium slag hole, by the height by tentatively encapsulating
Titanium slag, which is put into cement standard curing box, conserves 10d, and the hydrated calcium silicate layer on high-titanium slag surface is gradually developed completely, at this time
Obtain paraffin/high-titanium slag composite phase-change energy storage material.
Wherein, coarse aggregate is selected from the stone of 5-20mm Continuous Particle Size.
Wherein, water-reducing agent is selected from Sika3301 type high performance water reducing agent of polyocarboxy acid, by Sequa Corp, Switzerland
It provides, solid content 50%, water-reducing rate 38% is good with cement adaptability.
It is a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, preparation method is as follows: according to above-mentioned heavy
It wants part to weigh raw material, in concrete mixer, fine aggregate, cement, flyash, coarse aggregate dry mixing 60s is first added and is uniformly mixed
Afterwards, the mixed solution of water-reducing agent and water is added while stirring, stirring 5min is obtained.
C40 phase-change accumulation energy concrete prepared by Examples 1 to 5 is tested for the property, as a result as follows:
It is single by data in upper table it is found that the phase-change accumulation energy concrete of Examples 1 to 5 preparation reaches the strength grade of C40
15-40 DEG C of energy storage capacity of square concrete is above 33.5 × 103KJ, this shows to make fine aggregate and phase-change accumulation energy material using high-titanium slag
Expect carrier, phase-changing energy storage material is made with paraffin, a kind of phase-change accumulation energy concrete of preparation has excellent mechanical property and energy storage
Performance.
The above description is only a preferred embodiment of the present invention, is not intended to restrict the invention, for those skilled in the art
For member, the invention may be variously modified and varied.Modification done within the spirit and principles of the present invention should all contain
Within protection scope of the present invention.
Claims (10)
1. a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, it is characterised in that: be made of following material:
410-450 parts of cement, 40-50 parts of flyash, 560-600 parts of fine aggregate, 1250-1300 parts of coarse aggregate, 1.5-3 parts of water-reducing agent,
160-180 parts of water, based on parts by weight.
2. according to claim 1 a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, feature exists
In: it is made of following material: 417-442 parts of cement, 43-48 parts of flyash, 570-590 parts of fine aggregate, coarse aggregate 1260-1280
Part, 2-2.5 parts of water-reducing agent, 165-175 parts of water, based on parts by weight.
3. according to claim 2 a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, feature exists
In: be made of following material: 430 parts of cement, 45 parts of flyash, 580 parts of fine aggregate, 1270 parts of coarse aggregate, 2.3 parts of water-reducing agent,
170 parts of water, based on parts by weight.
4. it is according to claim 1 or 2 or 3 a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier,
Be characterized in that: the cement is selected from 42.5 cement of P.O；The flyash is selected from I grade of flyash of original state F class.
5. it is according to claim 1 or 2 or 3 a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier,
Be characterized in that: the fine aggregate is selected from using high-titanium slag as the composite phase-change energy storage material of phase-changing energy storage material carrier.
6. according to claim 5 a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, feature exists
In: steps are as follows for the preparation method of the fine aggregate:
(1) pretreated high-titanium slag is added in vacuum reaction kettle, bath temperature control is 75-85 DEG C, with 55-65r/min
It is stirred；Start to vacuumize after stirring 20-30min, vacuum cavitations are in 0.55~0.62MPa；Then it is initially added into paraffin, is stirred
It mixes speed to improve to 75-85r/min, after paraffin adds, in 0.9-1.0MPa, mixing speed is improved to 110- vacuum cavitations
After 130r/min, 25-35min, heating water bath is closed, stop stirring after material in reaction kettle is cooled to normal room temperature and is closed
Then extraction valve carries out discharging；
(2) after taking out the high-titanium slag for being adsorbed with paraffin, it is completely soaked the water glass in 2.9-3.1mol/L at normal room temperature
It is taken out after 1-2h in glass solution, then is completely soaked the CaCl in 1.9-2.1mol/L2It is taken out after solution 12-24h, it will be by preliminary
The high-titanium slag of encapsulation is put into 7~14d of maintenance in cement standard curing box, obtains paraffin/high-titanium slag composite phase-change at this time
Energy storage material.
7. according to claim 6 a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier, feature exists
In: step (1) pre-treatment step is: high-titanium slag being sieved, takes under 4.75mm whole particles spare, then by spare height
Titanium slag is placed in 100 DEG C of thermostatic drying chamber drying for 24 hours, then is placed in confined space and is cooled to room temperature；Paraffin and high-titanium slag
Volume ratio is controlled in 0.2-0.3.
8. it is according to claim 1 or 2 or 3 a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier,
Be characterized in that: the coarse aggregate is selected from the stone of 5-20mm Continuous Particle Size；The water-reducing agent is selected from Sika3301
Type high performance water reducing agent of polyocarboxy acid, solid content 50%, water-reducing rate 38%.
9. according to claim 1 or 2 or 3 a kind of using high-titanium slag as the C40 phase-change accumulation energy concrete of phase transformation carrier
Preparation method, it is characterised in that: specific step is as follows: weighing raw material according to above-mentioned important part, in concrete mixer, first plus
Enter cement, flyash, fine aggregate, coarse aggregate dry mixing 30-60s after mixing, the mixing of water-reducing agent and water is added while stirring
Solution, stirring 3-5min are obtained.
10. using high-titanium slag as phase transformation carrier C40 phase-change accumulation energy concrete application.
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111393096A (en) * | 2019-08-12 | 2020-07-10 | 华北理工大学 | Core-shell type light heat-insulating material and preparation method and application thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101913814A (en) * | 2010-08-18 | 2010-12-15 | 江苏丰彩新型建材有限公司 | Functional phase-change energy storage mortar and preparation method thereof |
| CN102432258A (en) * | 2011-08-31 | 2012-05-02 | 南京工业大学 | Shape-stabilized phase change energy storage material for building and preparation method thereof |
| CN104086134A (en) * | 2014-06-20 | 2014-10-08 | 沈阳建筑大学 | Paraffin/ceramsite phase-change energy-storage concrete and preparation method thereof |
| KR101666169B1 (en) * | 2015-08-19 | 2016-10-13 | 롯데케미칼 주식회사 | Latent heat storage material and method thereof |
| CN106904923A (en) * | 2017-03-13 | 2017-06-30 | 中建商品混凝土有限公司 | A kind of large volume eco-concrete and its construction method suitable for torrid areas |
-
2018
- 2018-12-25 CN CN201811597768.6A patent/CN109437768A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101913814A (en) * | 2010-08-18 | 2010-12-15 | 江苏丰彩新型建材有限公司 | Functional phase-change energy storage mortar and preparation method thereof |
| CN102432258A (en) * | 2011-08-31 | 2012-05-02 | 南京工业大学 | Shape-stabilized phase change energy storage material for building and preparation method thereof |
| CN104086134A (en) * | 2014-06-20 | 2014-10-08 | 沈阳建筑大学 | Paraffin/ceramsite phase-change energy-storage concrete and preparation method thereof |
| KR101666169B1 (en) * | 2015-08-19 | 2016-10-13 | 롯데케미칼 주식회사 | Latent heat storage material and method thereof |
| CN106904923A (en) * | 2017-03-13 | 2017-06-30 | 中建商品混凝土有限公司 | A kind of large volume eco-concrete and its construction method suitable for torrid areas |
Non-Patent Citations (6)
| Title |
|---|
| 徐恩涛: ""相变储能砂浆的制备及性能的研究"", 《中国硕士学位论文全文数据库工程科技I辑》 * |
| 李海建等: ""石蜡/膨胀珍珠岩复合相变材料的制备"", 《中国建材科技》 * |
| 牟廷敏等: "C50高钛重矿渣砂高性能泵送混凝土的制备与应用", 《混凝土》 * |
| 肖超: ""利用固硫灰和高钛矿渣制备普通湿拌砂浆的研究"", 《中国优秀硕士学位论文全文数据库工程科技II辑》 * |
| 胡志德等: "复合相变材料在混凝土中的应用研究进展", 《硅酸盐通报》 * |
| 饶中浩等编著: "《相变储能实验与分析》", 31 August 2018, 中国矿业大学出版社 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111393096A (en) * | 2019-08-12 | 2020-07-10 | 华北理工大学 | Core-shell type light heat-insulating material and preparation method and application thereof |
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