CN106478009A - A kind of microcapsule concrete based on microwave and freeze thawing maintenance and preparation method thereof - Google Patents

A kind of microcapsule concrete based on microwave and freeze thawing maintenance and preparation method thereof Download PDF

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Publication number
CN106478009A
CN106478009A CN201610838694.5A CN201610838694A CN106478009A CN 106478009 A CN106478009 A CN 106478009A CN 201610838694 A CN201610838694 A CN 201610838694A CN 106478009 A CN106478009 A CN 106478009A
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microcapsule
microwave
concrete
freeze thawing
maintenance
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王文庆
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Dongguan Lianzhou Intellectual Property Operation and Management Co Ltd
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Dongguan Lianzhou Intellectual Property Operation and Management Co Ltd
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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
    • C04B28/04Portland 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
    • C04B20/00Use 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
    • C04B20/10Coating or impregnating
    • C04B20/1018Coating or impregnating with organic materials
    • 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
    • C04B20/00Use 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
    • C04B20/10Coating or impregnating
    • C04B20/1018Coating or impregnating with organic materials
    • C04B20/1022Non-macromolecular compounds
    • 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
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0075Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability making use of a decrease in temperature
    • C04B40/0078Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability making use of a decrease in temperature by freezing
    • 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
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/02Selection of the hardening environment
    • C04B40/0204Selection of the hardening environment making use of electric or wave energy or particle radiation
    • C04B40/0213Electromagnetic waves
    • C04B40/0218Microwaves
    • 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

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Health & Medical Sciences (AREA)
  • Toxicology (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Epoxy Resins (AREA)
  • Manufacturing Of Micro-Capsules (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

The present invention provides a kind of preparation method of the microcapsule concrete based on microwave and freeze thawing maintenance, comprises the following steps:The epoxy resin micro-capsule being respectively coated by Bacillus pasteurii, calcium lactate and carbamide is added to the water, stirring, to the formation microcapsule solution that is uniformly dispersed;Ferroso-ferric oxide and ferrum oxide are dispersed through, suppress, calcining, pulverizes formation iron content auxiliary agent, cement being added to the water, stirring, add silicon dioxide, natural river sand, chopped fiber, iron content auxiliary agent and water reducer, stirring, add microcapsule solution, it is slowly stirred, cured formation concrete;By concrete through showering curing, first heated by microwave, more chilled process, repeatedly process, obtain the microcapsule concrete based on microwave and freeze thawing maintenance.It is good that the method prepares concrete anti-seepage aqueouss, crushing resistance, and can spontaneous recovery reparation.

Description

A kind of microcapsule concrete based on microwave and freeze thawing maintenance and preparation method thereof
Technical field
The invention belongs to Expressway Pavement Material field is and in particular to a kind of microcapsule coagulation based on microwave and freeze thawing maintenance Soil and preparation method thereof.
Background technology
Concrete is the important composition of cement material, and it has strong adaptability, simple to operate, and intensity is good, and good stability is resistance to Long property is excellent, the advantages of low cost, has a wide range of applications in fields such as building, bridge, roads.But, concrete is long-time During use, the long duration of action through external environment and pressure occurs crackle unavoidably, in addition fracture etc. phenomenon, concrete one Through damaging, the lives and properties of people can be caused with great potential safety hazard, therefore improve the durability of the resistance to compression resistance of concrete Problem seems particularly significant.
At present, for the research that the durable spontaneous recovery sex chromosome mosaicism of concrete is more.Chinese patent CN 101289300B is public The self-repair concrete of a kind of use polyurethane high molecule microcapsule opened and its manufacture method, this polyurethane high molecule microcapsule In containing firming agent, adhesive and hydrophilic surfactant, so that polyurethane high molecule microcapsule and concrete is bondd well, Form good interface, the mixing of concrete and maintenance processes will not one's water breaks occur, when crackle in concrete, release Go out adhesive, concrete is repaired.One kind disclosed in Chinese patent CN 105036614A can quickly certainly under microwave action The bituminous concrete of healing, preparation method and its restorative procedure, thickness are gathered materials, breeze, Colophonium, soft magnetic ferrite powder and fibre Dimension, as raw material, through mix, soft magnetic ferrite powder is evenly dispersed in asphalt mastic, reduces the damage to concrete for the microwave Consumption.A kind of existing glued slab flooring of microorganism winnofil blocking concrete disclosed in Chinese patent CN 104196131B or base plate The method in crack, calcium source solution, nutrient salt solution and microbial inoculum are injected separately in crackle, form carbonic acid in crackle Calcium, identical with concrete composition, repairing performance is good.
From above-mentioned prior art, can be by concrete be carried out with interpolation, the Final finishing of functional mass, or crack The maneuvers such as reparation improve the endurance quality of concrete, but the combination property of the concrete after repairing is difficult to ensure that, mixed after reparation The performance of solidifying soil is difficult to compare with initial performance, and endurance quality improves less.
Content of the invention
The technical problem to be solved in the present invention be provide a kind of microcapsule concrete based on microwave and freeze thawing maintenance and its Preparation method, microcapsule, iron content auxiliary agent, cement, filler, water reducer and water are solidify to form shape as raw material, then support through water drenching Shield, microwave heating, freezing processing obtain the microcapsule concrete based on microwave and freeze thawing maintenance.The method preparation based on microwave With the microcapsule concrete anti-seepage water excellent performance of freeze thawing maintenance, comprcssive strength is high, and has spontaneous recovery repair function.
For solving above-mentioned technical problem, the technical scheme is that:
A kind of microcapsule concrete based on microwave and freeze thawing maintenance, the described microcapsule based on microwave and freeze thawing maintenance mixes Solidifying soil includes microcapsule, iron content auxiliary agent, cement, filler, water reducer and water, and described microcapsule is epoxy resin micro-capsule, described Be respectively coated by Bacillus pasteurii, calcium lactate and carbamide in epoxy resin micro-capsule, described iron content auxiliary agent be ferroso-ferric oxide and Ferrum oxide, described filler is silicon dioxide, natural river sand and chopped fiber, and described cement is portland cement, and described water reducer is NF water reducer, the described microcapsule concrete heated by microwave based on microwave and freeze thawing maintenance and freeze thawing treatment.
Preferred as technique scheme, the component of the microcapsule concrete based on microwave and freeze thawing maintenance, by weight Part meter, including:100 parts of water, cement 150-400 part, filler 700-900 part, water reducer 0.5-2 part, iron content auxiliary agent 20-40 part, Microcapsule 50-80 part.
The present invention also provides a kind of preparation method of the microcapsule concrete based on microwave and freeze thawing maintenance, walks including following Suddenly:
(1) by the micro- glue of epoxy resin of the epoxy resin micro-capsule of cladding Bacillus pasteurii and cladding calcium lactate and carbamide Capsule is 3-4 in mass ratio:1 is added to the water, and stirring, to the formation microcapsule solution that is uniformly dispersed;
(2) ferroso-ferric oxide and ferrum oxide are dispersed through, suppress, calcining, pulverizing formation iron content auxiliary agent, by portland cement It is added to the water, is sufficiently stirred for, add silicon dioxide, natural river sand, chopped fiber, iron content auxiliary agent and NF water reducer, be sufficiently stirred for, Add microcapsule solution prepared by step (1), be slowly stirred, cured formation concrete;
(3) concrete preparing step (2) is after showering curing 7-15 days, first heated by microwave, more chilled process, Repeatedly process 10-20 time, obtain the microcapsule concrete based on microwave and freeze thawing maintenance.
Preferred as technique scheme, in described step (1), coat the ring of Bacillus pasteurii in microcapsule solution Oxygen tree grease microcapsule is 5-15% with the total mass fraction of cladding calcium lactate and the epoxy resin micro-capsule of carbamide.
Preferred as technique scheme, in described step (2), the mass ratio of ferroso-ferric oxide and ferrum oxide is 2:1- 1.5, the particle diameter of iron content auxiliary agent is 150-200 mesh.
Preferred as technique scheme, in described step (2), the particle diameter of described silicon dioxide is 50-100 micron, Described chopped fiber is polypropene staple, and the particle diameter of described natural river sand is 0.25-0.35mm.
Preferred as technique scheme, in described step (2), described silicon dioxide, natural river sand, the weight of chopped fiber Amount ratio is 1:0.8-1.2:0.5-0.7.
Preferred as technique scheme, in described step (3), the temperature of described showering curing is 20-25 DEG C, relatively Humidity is 85-90%.
Preferred as technique scheme, in described step (3), the power of microwave heating is 200-600W, and frequency is 3-5KHz, the time is 30-60min.
Preferred as technique scheme, in described step (3), the temperature of freezing processing is -20 DEG C, and the time is 1- 2h.
Compared with prior art, the invention has the advantages that:
(1) contain microcapsule, in microcapsule in the microcapsule concrete based on microwave and freeze thawing maintenance of present invention preparation Bacillus pasteurii, calcium lactate and carbamide have been respectively coated by it, when concrete is subject to severe impact or the environment of extraneous pressure The acute variation of factor, the outer wall rupture of microcapsule, bus bacillus cereuss are mixed with calcium lactate and carbamide, generate Calcium Carbonate, fill Fill out the internal interstices of concrete, prevent concrete from gap occurring, improve resistance to compression and the resistance ability of concrete.
(2) silicon dioxide, natural river are contained in the microcapsule concrete based on microwave and freeze thawing maintenance of present invention preparation Sand and chopped fiber, as filler, can reduce the use ratio of cement, increase the weight of concrete, and silica dioxide granule contains There is hole, can be very good to adsorb the raw materials such as microcapsule, natural river sand granule is fine and smooth, makes the good fluidity of system, prevents coagulation In soil, larger hole occurs, chopped fiber can increase the binding strength of concrete, and therefore filler can comprehensively improve strong concrete The uniformity of power, improves resistance to compression and the resistance ability of concrete.
(3) ferroso-ferric oxide and oxidation are contained in the microcapsule concrete based on microwave and freeze thawing maintenance of present invention preparation Ferrum, ferroso-ferric oxide and ferrum oxide are soft magnetic bodies, can absorb microwave, promote the solidification between concrete material, increase raw material Between intensity, improve the resistance to compression of concrete and resistance ability.
(4) present invention preparation the microcapsule concrete based on microwave and freeze thawing maintenance through showering curing, microwave heating and Freezing processing, makes to produce crystallization in concrete, is mingled with the precipitation blocking at some positions for the broken granule in water, and microwave freezing processes and makes The blocking that comes off of granule, and make hydras become loose, plug fracture void to a certain extent, make the water repellency of concrete Can improve, indirectly improve resistance to compression and the resistance ability of concrete.
Specific embodiment
To describe the present invention, the illustrative examples of the here present invention and explanation below in conjunction with specific embodiment in detail It is used for explaining the present invention, but not as a limitation of the invention.
Embodiment 1:
(1) by the micro- glue of epoxy resin of the epoxy resin micro-capsule of cladding Bacillus pasteurii and cladding calcium lactate and carbamide Capsule is 3 in mass ratio:1 is added to the water, stirring, to the formation microcapsule solution that is uniformly dispersed, coats bar wherein in microcapsule solution The epoxy resin micro-capsule of family name's bacillus cereuss with the total mass fraction of epoxy resin micro-capsule of cladding calcium lactate and carbamide is 5%.
(2) by mass ratio be 2:1 ferroso-ferric oxide and ferrum oxide are dispersed through, suppress, calcining, pulverizing formation particle diameter The iron content auxiliary agent of 150 mesh, by particle diameter be 50 μm silicon dioxide, 0.25mm natural river sand and polypropene staple to measure than for 1: 0.8:0.5 is mixed to form filler, and portland cement is added to the water, and is sufficiently stirred for, and adds filler, iron content auxiliary agent and NF diminishing Agent, is sufficiently stirred for, and adds microcapsule solution prepared by step (1), is slowly stirred, cured formation concrete, wherein, coagulation Component in soil, by weight, including 100 parts of water, 150 parts of cement, 700 parts of filler, 0.5 part of water reducer, 50 parts of microcapsule.
(3) concrete preparing step (2) showering curing after 7 days at 20 DEG C of temperature and 85% humidity, first through 200W Microwave heating 30min under power and 3KHz frequency, then through -20 DEG C of freezing processing 1h, repeatedly process 10 times, obtain based on microwave and The microcapsule concrete of freeze thawing maintenance.
Embodiment 2:
(1) by the micro- glue of epoxy resin of the epoxy resin micro-capsule of cladding Bacillus pasteurii and cladding calcium lactate and carbamide Capsule is 4 in mass ratio:1 is added to the water, stirring, to the formation microcapsule solution that is uniformly dispersed, coats bar wherein in microcapsule solution The epoxy resin micro-capsule of family name's bacillus cereuss with the total mass fraction of epoxy resin micro-capsule of cladding calcium lactate and carbamide is 15%.
(2) by mass ratio be 2:1.5 ferroso-ferric oxide and ferrum oxide are dispersed through, suppress, calcining, pulverizing formation particle diameter The iron content auxiliary agent of 200 mesh, by particle diameter be 100 μm silicon dioxide, 0.35mm natural river sand and polypropene staple with measure than for 1:1.2:0.7 is mixed to form filler, and portland cement is added to the water, and is sufficiently stirred for, and adds filler, iron content auxiliary agent and NF and subtracts Water preparation, is sufficiently stirred for, and adds microcapsule solution prepared by step (1), is slowly stirred, cured formation concrete, wherein, mixes Component in solidifying soil, by weight, including 100 parts of water, 400 parts of cement, 900 parts of filler, 2 parts of water reducer, 80 parts of microcapsule.
(3) concrete preparing step (2) showering curing after 15 days at 25 DEG C of temperature and 90% humidity, first through 600W Microwave heating 60min under power and 5KHz frequency, then through -20 DEG C of freezing processing 2h, repeatedly process 20 times, obtain based on microwave and The microcapsule concrete of freeze thawing maintenance.
Embodiment 3:
(1) by the micro- glue of epoxy resin of the epoxy resin micro-capsule of cladding Bacillus pasteurii and cladding calcium lactate and carbamide Capsule is 3.5 in mass ratio:1 is added to the water, stirring, to the formation microcapsule solution that is uniformly dispersed, coats wherein in microcapsule solution The epoxy resin micro-capsule of Bacillus pasteurii with the total mass fraction of epoxy resin micro-capsule of cladding calcium lactate and carbamide is 10%.
(2) by mass ratio be 2:1.2 ferroso-ferric oxide and ferrum oxide are dispersed through, suppress, calcining, pulverizing formation particle diameter The iron content auxiliary agent of 180 mesh, by particle diameter be 80 μm silicon dioxide, 0.30mm natural river sand and polypropene staple to measure than for 1: 1:0.6 is mixed to form filler, and portland cement is added to the water, and is sufficiently stirred for, and adds filler, iron content auxiliary agent and NF diminishing Agent, is sufficiently stirred for, and adds microcapsule solution prepared by step (1), is slowly stirred, cured formation concrete, wherein, coagulation Component in soil, by weight, including 100 parts of water, 200 parts of cement, 800 parts of filler, 1 part of water reducer, 60 parts of microcapsule.
(3) concrete preparing step (2) showering curing after 10 days at 23 DEG C of temperature and 88% humidity, first through 400W Microwave heating 40min under power and 4KHz frequency, then through -20 DEG C of freezing processing 1.5h, repeatedly process 15 times, obtain based on microwave Microcapsule concrete with freeze thawing maintenance.
Embodiment 4:
(1) by the micro- glue of epoxy resin of the epoxy resin micro-capsule of cladding Bacillus pasteurii and cladding calcium lactate and carbamide Capsule is 3 in mass ratio:1 is added to the water, stirring, to the formation microcapsule solution that is uniformly dispersed, coats bar wherein in microcapsule solution The epoxy resin micro-capsule of family name's bacillus cereuss with the total mass fraction of epoxy resin micro-capsule of cladding calcium lactate and carbamide is 12%.
(2) by mass ratio be 2:1.2 ferroso-ferric oxide and ferrum oxide are dispersed through, suppress, calcining, pulverizing formation particle diameter The iron content auxiliary agent of 150 mesh, by particle diameter be 100 μm silicon dioxide, 0.25mm natural river sand and polypropene staple with measure than for 1:0.9:0.5 is mixed to form filler, and portland cement is added to the water, and is sufficiently stirred for, and adds filler, iron content auxiliary agent and NF and subtracts Water preparation, is sufficiently stirred for, and adds microcapsule solution prepared by step (1), is slowly stirred, cured formation concrete, wherein, mixes Component in solidifying soil, by weight, including 100 parts of water, 200 parts of cement, 800 parts of filler, 1.5 parts of water reducer, microcapsule 60 Part.
(3) concrete preparing step (2) showering curing after 15 days at 25 DEG C of temperature and 85% humidity, first through 600W Microwave heating 45min under power and 3KHz frequency, then through -20 DEG C of freezing processing 2h, repeatedly process 20 times, obtain based on microwave and The microcapsule concrete of freeze thawing maintenance.
Embodiment 5:
(1) by the micro- glue of epoxy resin of the epoxy resin micro-capsule of cladding Bacillus pasteurii and cladding calcium lactate and carbamide Capsule is 4 in mass ratio:1 is added to the water, stirring, to the formation microcapsule solution that is uniformly dispersed, coats bar wherein in microcapsule solution The epoxy resin micro-capsule of family name's bacillus cereuss with the total mass fraction of epoxy resin micro-capsule of cladding calcium lactate and carbamide is 12%.
(2) by mass ratio be 2:1.3 ferroso-ferric oxide and ferrum oxide are dispersed through, suppress, calcining, pulverizing formation particle diameter The iron content auxiliary agent of 200 mesh, by particle diameter be 100 μm silicon dioxide, 0.25mm natural river sand and polypropene staple with measure than for 1:1:0.5 is mixed to form filler, and portland cement is added to the water, and is sufficiently stirred for, and adds filler, iron content auxiliary agent and NF diminishing Agent, is sufficiently stirred for, and adds microcapsule solution prepared by step (1), is slowly stirred, cured formation concrete, wherein, coagulation Component in soil, by weight, including 100 parts of water, 300 parts of cement, 750 parts of filler, 1 part of water reducer, 55 parts of microcapsule.
(3) concrete preparing step (2) showering curing after 12 days at 25 DEG C of temperature and 85% humidity, first through 300W Microwave heating 30min under power and 3KHz frequency, then through -20 DEG C of freezing processing 1h, repeatedly process 10 times, obtain based on microwave and The microcapsule concrete of freeze thawing maintenance.
Embodiment 6:
(1) by the micro- glue of epoxy resin of the epoxy resin micro-capsule of cladding Bacillus pasteurii and cladding calcium lactate and carbamide Capsule is 3 in mass ratio:1 is added to the water, stirring, to the formation microcapsule solution that is uniformly dispersed, coats bar wherein in microcapsule solution The epoxy resin micro-capsule of family name's bacillus cereuss with the total mass fraction of epoxy resin micro-capsule of cladding calcium lactate and carbamide is 15%.
(2) by mass ratio be 2:1.5 ferroso-ferric oxide and ferrum oxide are dispersed through, suppress, calcining, pulverizing formation particle diameter The iron content auxiliary agent of 150 mesh, by particle diameter be 100 μm silicon dioxide, 0.25mm natural river sand and polypropene staple with measure than for 1:0.8:0.7 is mixed to form filler, and portland cement is added to the water, and is sufficiently stirred for, and adds filler, iron content auxiliary agent and NF and subtracts Water preparation, is sufficiently stirred for, and adds microcapsule solution prepared by step (1), is slowly stirred, cured formation concrete, wherein, mixes Component in solidifying soil, by weight, including 100 parts of water, 250 parts of cement, 700 parts of filler, 1 part of water reducer, 50 parts of microcapsule.
(3) concrete preparing step (2) showering curing after 12 days at 25 DEG C of temperature and 85% humidity, first through 300W Microwave heating 50min under power and 5KHz frequency, then through -20 DEG C of freezing processing 2h, repeatedly process 20 times, obtain based on microwave and The microcapsule concrete of freeze thawing maintenance.
After testing, the microcapsule concrete based on microwave and freeze thawing maintenance of embodiment 1-6 preparation and prior art The pore volume of concrete, comprcssive strength, durable test result as follows:
As seen from the above table, the porosity of the microcapsule concrete based on microwave and freeze thawing maintenance of present invention preparation is good, resists Compressive Strength is good, and ruggedness is good.
Above-described embodiment only principle of the illustrative present invention and its effect, not for the restriction present invention.Any ripe The personage knowing this technology all can carry out modifications and changes without prejudice under the spirit and the scope of the present invention to above-described embodiment.Cause This, those of ordinary skill in the art is complete with institute under technological thought without departing from disclosed spirit such as All equivalent modifications becoming or change, must be covered by the claim of the present invention.

Claims (10)

1. a kind of microcapsule concrete based on microwave and freeze thawing maintenance it is characterised in that described based on microwave with freeze thawing maintenance Microcapsule concrete include microcapsule, iron content auxiliary agent, cement, filler, water reducer and water, described microcapsule be epoxy resin micro- Capsule, is respectively coated by Bacillus pasteurii, calcium lactate and carbamide in described epoxy resin micro-capsule, described iron content auxiliary agent is four oxygen Change three-iron and ferrum oxide, described filler is silicon dioxide, natural river sand and chopped fiber, described cement is portland cement, described Water reducer is NF water reducer, the described microcapsule concrete heated by microwave based on microwave and freeze thawing maintenance and freeze thawing treatment.
2. a kind of microcapsule concrete based on microwave and freeze thawing maintenance according to claim 1 is it is characterised in that be based on The component of the microcapsule concrete of microwave and freeze thawing maintenance, by weight, including:100 parts of water, cement 150-400 part, filler 700-900 part, water reducer 0.5-2 part, chalybeate 20-40 part, microcapsule 50-80 part.
3. a kind of preparation method of the microcapsule concrete based on microwave and freeze thawing maintenance it is characterised in that:Comprise the following steps:
(1) epoxy resin micro-capsule of the epoxy resin micro-capsule of cladding Bacillus pasteurii and cladding calcium lactate and carbamide is pressed Mass ratio is 3-4:1 is added to the water, and stirring, to the formation microcapsule solution that is uniformly dispersed;
(2) ferroso-ferric oxide and ferrum oxide be dispersed through, suppress, calcining, pulverizing formation iron content auxiliary agent, portland cement is added In water, it is sufficiently stirred for, add silicon dioxide, natural river sand, chopped fiber, iron content auxiliary agent and NF water reducer, be sufficiently stirred for, then plus Enter microcapsule solution prepared by step (1), be slowly stirred, cured formation concrete;
(3) concrete preparing step (2) is after showering curing 7-15 days, first heated by microwave, more chilled process, repeatedly Process 10-20 time, obtain the microcapsule concrete based on microwave and freeze thawing maintenance.
4. the preparation method of a kind of microcapsule concrete based on microwave and freeze thawing maintenance according to claim 3, it is special Levy and be:In described step (1), coat epoxy resin micro-capsule and the cladding calcium lactate of Bacillus pasteurii in microcapsule solution Total mass fraction with the epoxy resin micro-capsule of carbamide is 5-15%.
5. the preparation method of a kind of microcapsule concrete based on microwave and freeze thawing maintenance according to claim 3, it is special Levy and be:In described step (2), the mass ratio of ferroso-ferric oxide and ferrum oxide is 2:1-1.5, the particle diameter of iron content auxiliary agent is 150- 200 mesh.
6. the preparation method of a kind of microcapsule concrete based on microwave and freeze thawing maintenance according to claim 3, it is special Levy and be:In described step (2), the particle diameter of described silicon dioxide is 50-100 micron, and described chopped fiber is polypropene staple, The particle diameter of described natural river sand is 0.25-0.35mm.
7. the preparation method of a kind of microcapsule concrete based on microwave and freeze thawing maintenance according to claim 3, it is special Levy and be:In described step (2), described silicon dioxide, natural river sand, the weight of chopped fiber are than for 1:0.8-1.2:0.5-0.7.
8. the preparation method of a kind of microcapsule concrete based on microwave and freeze thawing maintenance according to claim 3, it is special Levy and be:In described step (3), the temperature of described showering curing is 20-25 DEG C, and relative humidity is 85-90%.
9. the preparation method of a kind of microcapsule concrete based on microwave and freeze thawing maintenance according to claim 3, it is special Levy and be:In described step (3), the power of microwave heating is 200-600W, and frequency is 3-5KHz, and the time is 30-60min.
10. the preparation method of a kind of microcapsule concrete based on microwave and freeze thawing maintenance according to claim 3, it is special Levy and be:In described step (3), the temperature of freezing processing is -20 DEG C, and the time is 1-2h.
CN201610838694.5A 2016-09-21 2016-09-21 A kind of microcapsule concrete based on microwave and freeze thawing maintenance and preparation method thereof Pending CN106478009A (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107675648A (en) * 2017-08-11 2018-02-09 汤始建华建材(苏州)有限公司 One kind protection elastic pile
CN108046650A (en) * 2017-12-29 2018-05-18 赵建平 A kind of cement synergist
CN108164287A (en) * 2017-12-29 2018-06-15 常州达奥新材料科技有限公司 A kind of permanent seal cooling curing compound
CN108178573A (en) * 2017-12-19 2018-06-19 常州思宇环保材料科技有限公司 A kind of post-tensioned prestressing pipeline Special grouting material
CN108992703A (en) * 2018-08-17 2018-12-14 佛山市森昂生物科技有限公司 A kind of preparation method of highly-breathable medical gel material
CN111205838A (en) * 2020-02-26 2020-05-29 西南石油大学 Composite microcapsule for fractured rock mass solidification seepage prevention and preparation method thereof
CN111320454A (en) * 2020-02-28 2020-06-23 江苏道通新材料科技有限公司 River channel slope protection stone prepared from river channel dredging sludge and preparation method thereof
CN112456870A (en) * 2020-11-30 2021-03-09 兰刚 Waterproof and impervious concrete with self-repairing function and preparation method thereof
CN114349388A (en) * 2022-01-19 2022-04-15 郑州大学 Water-awakening self-healing microbial capsule and waterproof material prepared from same

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103043937A (en) * 2012-12-27 2013-04-17 同济大学 Compound capsule underground structure concrete self-repairing system provided with aerobic microorganisms inside
CN105036614A (en) * 2015-08-04 2015-11-11 同济大学 Bituminous concrete capable of self-healing fast under microwave action, manufacturing method and repairing method thereof

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103043937A (en) * 2012-12-27 2013-04-17 同济大学 Compound capsule underground structure concrete self-repairing system provided with aerobic microorganisms inside
CN105036614A (en) * 2015-08-04 2015-11-11 同济大学 Bituminous concrete capable of self-healing fast under microwave action, manufacturing method and repairing method thereof

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
J.Y.WANG等: "Self-healing concrete by use of microencapsulated bacterial spores", 《CEMENT AND CONCRETE RESEARCH》 *
李培荣: "基于微波加热的水泥路面除冰雪研究", 《山西建筑》 *

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107675648A (en) * 2017-08-11 2018-02-09 汤始建华建材(苏州)有限公司 One kind protection elastic pile
CN108178573A (en) * 2017-12-19 2018-06-19 常州思宇环保材料科技有限公司 A kind of post-tensioned prestressing pipeline Special grouting material
CN108046650A (en) * 2017-12-29 2018-05-18 赵建平 A kind of cement synergist
CN108164287A (en) * 2017-12-29 2018-06-15 常州达奥新材料科技有限公司 A kind of permanent seal cooling curing compound
CN108046650B (en) * 2017-12-29 2021-02-02 江苏仁爱建材科技开发有限公司 Cement synergist
CN108992703A (en) * 2018-08-17 2018-12-14 佛山市森昂生物科技有限公司 A kind of preparation method of highly-breathable medical gel material
CN111205838A (en) * 2020-02-26 2020-05-29 西南石油大学 Composite microcapsule for fractured rock mass solidification seepage prevention and preparation method thereof
CN111320454A (en) * 2020-02-28 2020-06-23 江苏道通新材料科技有限公司 River channel slope protection stone prepared from river channel dredging sludge and preparation method thereof
CN112456870A (en) * 2020-11-30 2021-03-09 兰刚 Waterproof and impervious concrete with self-repairing function and preparation method thereof
CN112456870B (en) * 2020-11-30 2022-07-08 佛山建中混凝土有限公司 Waterproof and impervious concrete with self-repairing function and preparation method thereof
CN114349388A (en) * 2022-01-19 2022-04-15 郑州大学 Water-awakening self-healing microbial capsule and waterproof material prepared from same
CN114349388B (en) * 2022-01-19 2022-11-29 郑州大学 Water-awakening self-healing microbial capsule and waterproof material prepared from same

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