CN103627368A - Binding material for bituminous concrete base-surfaces and preparation method thereof - Google Patents
Binding material for bituminous concrete base-surfaces and preparation method thereof Download PDFInfo
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- CN103627368A CN103627368A CN201310629696.XA CN201310629696A CN103627368A CN 103627368 A CN103627368 A CN 103627368A CN 201310629696 A CN201310629696 A CN 201310629696A CN 103627368 A CN103627368 A CN 103627368A
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Abstract
The invention provides a binding material for bituminous concrete base-surfaces, which is composed of a matrix component and a hardening component, wherein the mass ratio of the matrix component to the hardening component is 100: (8-60); the matrix component is composed of the following raw materials in parts by weight: 10-80 parts of bitumen, 14-65 parts of a synthetic resin, 2-20 parts of a thinner, and 1.5-5 parts of a solubilizer, and the part sum of the raw materials of the matrix component is 100; the hardening component is composed of the following raw materials in parts by weight: 80-99 parts of an amine curing agent, and 1-20 parts of a penetrating agent, and the part sum of the raw materials of the hardening component is 100. The binding material disclosed by the invention can improve the binding performance thereof, and increase the durability of repair of epoxy bituminous concrete paved layers.
Description
Technical field
The invention belongs to bituminous concrete field, relate to matrix material, be specifically related to a kind of matrix material for bituminous concrete basal plane and preparation method thereof.
Background technology
Along with the development of China Transportation Industry, the quantity of bridge is more and more, and particularly the ratio of Large Span Bridges is increasing.Because epoxy asphalt concrete has that good high-temperature stability, low-temperature cracking-resistance, weather resistance and intensity are high, good endurance etc., in deck paving, be widely used.Bridge deck pavement directly contacts with vehicle with external environment, and the quality of its quality directly has influence on weather resistance and the serviceability of bridge, and comfortableness and the security of driving.All there is destruction in various degree in the many bridge floors layer of mating formation after adopting bituminous concretes or epoxy asphalt concrete to mat formation.These destructions mainly contain ,Keng hole, crack, hole groove, rut, delamination etc.For asphalt concrete, research and the engineering practice that layer disease repair of mating formation shows: the cohesiveness between new, old asphalt concrete and patching material with newly, the adhesive property of old asphalt concrete has decisive role to the success or failure of asphalt pavement repairing.And for the mat formation disease of layer of epoxy asphalt concrete, repair at present, rarely have report both at home and abroad.
Adhesive property between the bituminous epoxy having cured and new pitch or novel epoxy resins is poor, if adopt plain asphalt or epoxide resin material as the matrix material between new, old epoxy asphalt concrete, adhesive property is poor does not even have cohesiveness, and Here it is, and why entity project is repaired failed reason to epoxy asphalt concrete.If adopt bituminous epoxy as matrix material, because old epoxy asphalt concrete is completely curing, new bituminous epoxy cannot permeate and produce cohesive force in curing bituminous epoxy, and this also causes boning unsuccessfully.
Summary of the invention
For the deficiencies in the prior art, the object of the invention is to, a kind of matrix material for bituminous concrete basal plane and preparation method thereof is provided, improves the epoxy asphalt concrete epoxy asphalt concrete of intensity, particularly damping interface that layer the repairs layer of mating formation of mating formation and repair an intensity.
In order to realize above-mentioned task, the present invention adopts following technical scheme to be achieved:
For a matrix material for bituminous concrete basal plane, by matrix component and sclerosis component, formed, the mass ratio of matrix component and sclerosis component is 100:(8～60);
Described matrix component, in parts by weight, is comprised of following raw material: 10～80 parts of pitches, and 14～65 parts of synthetic resins, 2～20 parts of thinners, 1.5～5 parts of solubilizing agent, the raw material umber summation of matrix component is 100 parts;
Described pitch is a kind of in coal tar pitch, straight-run pitch, oxidized bitumen, cracked pitches and mediation pitch or more than one combination;
Described synthetic resins is a kind of in E51 epoxy resin, tolylene diisocyanate and Gum Rosin or more than one combination;
Described thinner is the combination of a kind of in turps and gasoline or two kinds;
Described solubilizing agent is thiorubber;
Described sclerosis component, in parts by weight, is comprised of following raw material: 80～99 parts of amine curing agents, and 1～20 part of permeate agent, the raw material umber summation of sclerosis component is 100 parts;
Described amine curing agent is anthryl alcamines solidifying agent;
Described permeate agent is a kind of in glycerine and acetone, toluene, dimethylbenzene, trieline, kerosene and gasoline or more than one combination.
The preparation method of the matrix material for bituminous concrete basal plane as above, specifically comprises the following steps:
The preparation method of matrix component comprises the following steps:
Matrix component, in parts by weight, is comprised of following raw material: 10～80 parts of pitches, and 14～65 parts of synthetic resins, 2～20 parts of thinners, 1.5～5 parts of solubilizing agent, the raw material umber summation of matrix component is 100 parts;
(1) first pitch is put into container, then under whipped state, add thinner, stir;
(2) add solubilizing agent, airtight 1.5h under whipped state, finally adds synthetic resins, stirs;
The preparation method of sclerosis component comprises the following steps:
Sclerosis component, in parts by weight, is comprised of following raw material: 80～99 parts of amine curing agents, and 1～20 part of permeate agent, the raw material umber summation of sclerosis component is 100 parts;
Solidifying agent and the permeate agent of sclerosis component are weighed according to formula rate, be uniformly mixed at ambient temperature to the mixture that forms stable homogeneous and be sclerosis component.
The present invention also has following technical characterictic:
As above in matrix material, described bituminous concrete basal plane is epoxy asphalt concrete basal plane or SBS modified asphalt concrete basal plane.
As above in the preparation method of matrix material, described bituminous concrete basal plane is epoxy asphalt concrete basal plane or SBS modified asphalt concrete basal plane.
The average molecular mass of described thiorubber is 1000～2000, pH value 6～8.
Preferred pitch is the mixture that coal tar pitch, straight-run pitch, oxidized bitumen, cracked pitches, mediation pitch or mediation pitch and oxidized bitumen are 6:5 according to mass ratio.
Preferred synthetic resins is E51 epoxy resin, the mixture that tolylene diisocyanate and Gum Rosin mass ratio are 7:3, the mixture that E51 epoxy resin and Gum Rosin mass ratio are 1:1, the mixture that the mixture that E51 epoxy resin and tolylene diisocyanate mass ratio are 1:1 or E51 epoxy resin and tolylene diisocyanate, Gum Rosin mass ratio are 1:1:1.
Preferred thinner is turps, and gasoline or turps and quality of gasoline are than the mixture of 4:1.
Preferred permeate agent is the mixture of the quality such as glycerine and acetone, gasoline three, the mixture that glycerine and toluene, trieline three mass ratio are 2:1:1, the mixture that glycerine and dimethylbenzene, trieline three mass ratio are 2:1:1, the mixture that the mixture that glycerine and kerosene, gasoline three mass ratio are 1:2:1 or glycerine and the two mass ratio of kerosene are 1:2.
Compared with prior art, useful technique effect is in the present invention:
The invention provides a kind of matrix material for bituminous concrete basal plane, from improve matrix material cured epoxy pitch osmotic effect and improve matrix material with between cured epoxy pitch the angle of interface reactive force improve its adhesive property, improve the mat formation weather resistance of layer repairing of epoxy asphalt concrete.In addition, matrix material of the present invention also has good perviousness and adhesive property at SBS bituminous concrete.Material application operating of the present invention is simple, normal temperature construction,, the bonding requirement that meet condition of different temperatures and humidity, dry interface high with the cohesive strength of existing new old asphalt concrete or epoxy asphalt concrete.
Accompanying drawing explanation
Fig. 1 is used after matrix material of the present invention having cured epoxy asphalt concrete basal plane completely, repaves the interlayer drawing experimental result picture of dress SBS modified asphalt concrete repair material.
Fig. 2 is used after matrix material of the present invention at SBS modified asphalt concrete basal plane, repaves the interlayer drawing experimental result picture of dress SBS modified asphalt concrete repair material.
Below in conjunction with drawings and Examples, particular content of the present invention is described in more detail.
Embodiment
Defer to technique scheme, following embodiment provides a kind of matrix material for bituminous concrete basal plane, matrix component and sclerosis component, consists of, and the mass ratio of matrix component and sclerosis component is 100:(8～60);
Described matrix component, in parts by weight, is comprised of following raw material: 10～80 parts of pitches, and 14～65 parts of synthetic resins, 2～20 parts of thinners, 1.5～5 parts of solubilizing agent, the raw material umber summation of matrix component is 100 parts;
Described pitch is a kind of in coal tar pitch, straight-run pitch, oxidized bitumen, cracked pitches and mediation pitch or more than one combination;
Described synthetic resins is a kind of in E51 epoxy resin, tolylene diisocyanate and Gum Rosin or more than one combination;
Described thinner is the combination of a kind of in turps and gasoline or two kinds;
Described solubilizing agent is thiorubber;
Described sclerosis component, in parts by weight, is comprised of following raw material: 80～99 parts of amine curing agents, and 1～20 part of permeate agent, the raw material umber summation of sclerosis component is 100 parts;
Described amine curing agent is anthryl alcamines solidifying agent;
Described permeate agent is a kind of in glycerine and acetone, toluene, dimethylbenzene, trieline, kerosene and gasoline or more than one combination.
The preparation method of the matrix material for bituminous concrete basal plane as above, specifically comprises the following steps:
The preparation method of matrix component comprises the following steps:
Matrix component, in parts by weight, is comprised of following raw material: 10～80 parts of pitches, and 14～65 parts of synthetic resins, 2～20 parts of thinners, 1.5～5 parts of solubilizing agent, the raw material umber summation of matrix component is 100 parts;
(1) first pitch is put into container, then under whipped state, add thinner, stir;
(2) add solubilizing agent, airtight 1.5h under whipped state, finally adds synthetic resins, stirs;
The preparation method of sclerosis component comprises the following steps:
Sclerosis component, in parts by weight, is comprised of following raw material: 80～99 parts of amine curing agents, and 1～20 part of permeate agent, the raw material umber summation of sclerosis component is 100 parts;
Solidifying agent and the permeate agent of sclerosis component are weighed according to formula rate, be uniformly mixed at ambient temperature to the mixture that forms stable homogeneous and be sclerosis component.
As above in matrix material, described bituminous concrete basal plane is epoxy asphalt concrete basal plane or SBS modified asphalt concrete basal plane.
As above in the preparation method of matrix material, described bituminous concrete basal plane is epoxy asphalt concrete basal plane or SBS modified asphalt concrete basal plane.
The average molecular mass of described thiorubber is 1000～2000, pH value 6～8.
Preferred pitch is the mixture that coal tar pitch, straight-run pitch, oxidized bitumen, cracked pitches, mediation pitch or mediation pitch and oxidized bitumen are 6:5 according to mass ratio.
Preferred synthetic resins is E51 epoxy resin, the mixture that tolylene diisocyanate and Gum Rosin mass ratio are 7:3, the mixture that E51 epoxy resin and Gum Rosin mass ratio are 1:1, the mixture that the mixture that E51 epoxy resin and tolylene diisocyanate mass ratio are 1:1 or E51 epoxy resin and tolylene diisocyanate, Gum Rosin mass ratio are 1:1:1.
Preferred thinner is turps, and gasoline or turps and quality of gasoline are than the mixture of 4:1.
Preferred permeate agent is the mixture of the quality such as glycerine and acetone, gasoline three, the mixture that glycerine and toluene, trieline three mass ratio are 2:1:1, the mixture that glycerine and dimethylbenzene, trieline three mass ratio are 2:1:1, the mixture that the mixture that glycerine and kerosene, gasoline three mass ratio are 1:2:1 or glycerine and the two mass ratio of kerosene are 1:2.
Matrix component and sclerosis component are separated before the matrix material as epoxy asphalt concrete basal plane is used, and during use, according to the mass ratio of matrix component and sclerosis component, are 100:(8～60) mix.
Below provide specific embodiments of the invention, it should be noted that the present invention is not limited to following specific embodiment, all equivalents of doing on present techniques scheme basis all fall into protection scope of the present invention.
It should be noted that epoxy asphalt concrete basal plane, SBS modified asphalt concrete basal plane, epoxy asphalt concrete repair material and SBS modified asphalt concrete repair material in following embodiment are the concrete of existing known component, those skilled in the art can obtain concrete concrete material according to its title.Four component contents of epoxy asphalt concrete basal plane, SBS modified asphalt concrete basal plane, epoxy asphalt concrete repair material and SBS modified asphalt concrete repair material all meet (bituminous matter+colloid)/pitch total amount≤0.46, and bituminous matter/pitch total amount≤0.09.
Embodiment 1:
The present embodiment provides a kind of matrix material for bituminous concrete basal plane, matrix component and sclerosis component, consists of, and the mass ratio of matrix component and sclerosis component is 100:60;
Described matrix component, in parts by weight, is comprised of following raw material:
10 parts of coal tar pitches, 65 parts of E51 epoxy resin, 20 parts, turps, 5 parts of thiorubber;
Wherein: the average molecular mass of thiorubber is 1000～2000, pH value 6～8; Coal tar pitch four component contents meet (bituminous matter+colloid)/pitch total amount≤0.46, and bituminous matter/pitch total amount≤0.09.
Described sclerosis component, in parts by weight, is comprised of following raw material:
99 parts, anthryl alcamines solidifying agent, 1 part, the mixture of the quality such as glycerine and acetone, gasoline three;
The preparation method of the matrix material for epoxy asphalt concrete basal plane as above:
The described concrete preparation of matrix component comprises the following steps:
Matrix component, in parts by weight, is comprised of following raw material:
10 parts of coal tar pitches (pitch), 65 parts of E51 epoxy resin (synthetic resins), 20 parts, turps (thinner), 5 parts of thiorubber (solubilizing agent);
(1) first pitch is put into container, then under whipped state, add thinner, stir;
(2) add solubilizing agent, airtight 1.5h under whipped state, finally adds synthetic resins, stirs;
The preparation of described sclerosis component comprises the following steps:
Sclerosis component, in parts by weight, is comprised of following raw material:
99 parts, anthryl alcamines solidifying agent, 1 part, the mixture of the quality such as glycerine and acetone, gasoline three;
Solidifying agent and the permeate agent of sclerosis component are weighed according to formula rate, be uniformly mixed at ambient temperature to the mixture that forms stable homogeneous and be sclerosis component.
By matrix components and sclerosis component, according to mass ratio, be that 100:60 is uniformly mixed 1min, be applied in bituminous concrete basal plane, applying amount is 1.0L/m2, bituminous concrete basal plane comprises epoxy asphalt concrete basal plane and SBS modified asphalt concrete basal plane, then pack bituminous concrete repair material moulding into, bituminous concrete repair material comprises epoxy asphalt concrete repair material and SBS modified asphalt concrete repair material, and room temperature is placed 3d test pull strength, the results are shown in subordinate list 1.
Embodiment 2:
The present embodiment provides a kind of matrix material for bituminous concrete basal plane, matrix component and sclerosis component, consists of, and the mass ratio of matrix component and sclerosis component is 100:50;
Described matrix component, in parts by weight, is comprised of following raw material:
20 parts of straight-run pitches, 58.5 parts, the mixture that tolylene diisocyanate and Gum Rosin mass ratio are 7:3, turps and quality of gasoline be than 20 parts, the mixture of 4:1,1.5 parts of thiorubber;
Wherein: the average molecular mass of thiorubber is 1000～2000, pH value 6～8; Straight-run pitch four component contents meet (bituminous matter+colloid)/pitch total amount≤0.46, and bituminous matter/pitch total amount≤0.09.
Described sclerosis component, in parts by weight, is comprised of following raw material:
95 parts, anthryl alcamines solidifying agent, 5 parts, the mixture of the mass ratioes such as glycerine and acetone, gasoline three;
The preparation method of the matrix material for epoxy asphalt concrete basal plane as above is identical with embodiment 1.
By matrix components and sclerosis component, according to mass ratio, be that 100:50 is uniformly mixed 1min, be applied in bituminous concrete basal plane, applying amount is 1.0L/m2, bituminous concrete basal plane comprises epoxy asphalt concrete basal plane and SBS modified asphalt concrete basal plane, then pack bituminous concrete repair material moulding into, bituminous concrete repair material comprises epoxy asphalt concrete repair material and SBS modified asphalt concrete repair material, and room temperature is placed 3d test pull strength, the results are shown in subordinate list 1.
Embodiment 3:
The present embodiment provides a kind of matrix material for bituminous concrete basal plane, matrix component and sclerosis component, consists of, and the mass ratio of matrix component and sclerosis component is 100:40;
Described matrix component, in parts by weight, is comprised of following raw material:
30 parts of oxidized bitumens, 51 parts, the mixture that E51 epoxy resin and Gum Rosin mass ratio are 1:1, turps and quality of gasoline be than 17 parts, the mixture of 4:1,2 parts of thiorubber;
Wherein: the average molecular mass of thiorubber is 1000～2000, pH value 6～8; Oxidized bitumen four component contents meet (bituminous matter+colloid)/pitch total amount≤0.46, and bituminous matter/pitch total amount≤0.09.
Described sclerosis component, in parts by weight, is comprised of following raw material:
92 parts, anthryl alcamines solidifying agent, 8 parts, the mixture that glycerine and toluene, trieline three mass ratio are 2:1:1;
The preparation method of the matrix material for epoxy asphalt concrete basal plane as above is identical with embodiment 1.
By matrix components and sclerosis component, according to mass ratio, be that 100:40 is uniformly mixed 1min, be applied in bituminous concrete basal plane, applying amount is 1.0L/m2, bituminous concrete basal plane comprises epoxy asphalt concrete basal plane and SBS modified asphalt concrete basal plane, then pack bituminous concrete repair material moulding into, bituminous concrete repair material comprises epoxy asphalt concrete repair material and SBS modified asphalt concrete repair material, and room temperature is placed 3d test pull strength, the results are shown in subordinate list 1.
Embodiment 4:
The present embodiment provides a kind of matrix material for bituminous concrete basal plane, matrix component and sclerosis component, consists of, and the mass ratio of matrix component and sclerosis component is 100:30;
Described matrix component, in parts by weight, is comprised of following raw material:
40 parts of cracked pitchess, 42 parts, the mixture that E51 epoxy resin and tolylene diisocyanate mass ratio are 1:1, turps and quality of gasoline be than 15 parts, the mixture of 4:1,3 parts of thiorubber;
Wherein: the average molecular mass of thiorubber is 1000～2000, pH value 6～8; Cracked pitches four component contents meet (bituminous matter+colloid)/pitch total amount≤0.46, and bituminous matter/pitch total amount≤0.09.
Described sclerosis component, in parts by weight, is comprised of following raw material:
88 parts, anthryl alcamines solidifying agent, 12 parts, the mixture that glycerine and dimethylbenzene, trieline three mass ratio are 2:1:1;
A kind of preparation method of the matrix material for epoxy asphalt concrete basal plane as above is identical with embodiment 1.
By matrix components and sclerosis component, according to mass ratio, be that 100:30 is uniformly mixed 1min, be applied in bituminous concrete basal plane, applying amount is 1.0L/m2, bituminous concrete basal plane comprises epoxy asphalt concrete basal plane and SBS modified asphalt concrete basal plane, then pack bituminous concrete repair material moulding into, bituminous concrete repair material comprises epoxy asphalt concrete repair material and SBS modified asphalt concrete repair material, and room temperature is placed 3d test pull strength, the results are shown in subordinate list 1.
Embodiment 5:
The present embodiment provides a kind of matrix material for bituminous concrete basal plane, matrix component and sclerosis component, consists of, and the mass ratio of matrix component and sclerosis component is 100:15;
Described matrix component, in parts by weight, is comprised of following raw material:
Be in harmonious proportion 60 parts of pitches, 27 parts, the mixture that E51 epoxy resin and tolylene diisocyanate, Gum Rosin mass ratio are 1:1:1, turps and quality of gasoline be than 8 parts, the mixture of 4:1,5 parts of thiorubber;
Wherein: the average molecular mass of thiorubber is 1000～2000, pH value 6～8; Pitch four component contents that are in harmonious proportion meet (bituminous matter+colloid)/pitch total amount≤0.46, and bituminous matter/pitch total amount≤0.09.
Described sclerosis component, in parts by weight, is comprised of following raw material:
Anthryl alcamines solidifying agent: 84 parts, 16 parts, the mixture that glycerine and kerosene, gasoline three mass ratio are 1:2:1;
The preparation method of the matrix material for epoxy asphalt concrete basal plane as above is identical with embodiment 1.
By matrix components and sclerosis component, according to mass ratio, be that 100:15 is uniformly mixed 1min, be applied in bituminous concrete basal plane, applying amount is 1.0L/m2, bituminous concrete basal plane comprises epoxy asphalt concrete basal plane and SBS modified asphalt concrete basal plane, then pack bituminous concrete repair material moulding into, bituminous concrete repair material comprises epoxy asphalt concrete repair material and SBS modified asphalt concrete repair material, and room temperature is placed 3d test pull strength, the results are shown in subordinate list 1.
Embodiment 6:
The present embodiment provides a kind of matrix material for bituminous concrete basal plane, matrix component and sclerosis component, consists of, and the mass ratio of matrix component and sclerosis component is 100:8;
Described matrix component, in parts by weight, is comprised of following raw material:
80 parts, the mixture that mediation pitch and oxidized bitumen are 6:5 according to mass ratio, 14 parts, the mixture that E51 epoxy resin and tolylene diisocyanate, Gum Rosin mass ratio are 1:1:1,2 parts, gasoline, 4 parts of thiorubber;
Wherein: the average molecular mass of thiorubber is 1000～2000, pH value 6～8; Mixture four component contents that perfectly straight pitch and oxidized bitumen be 6:5 according to mass ratio that are in harmonious proportion meet (bituminous matter+colloid)/pitch total amount≤0.46, and bituminous matter/pitch total amount≤0.09.
Described sclerosis component, in parts by weight, is comprised of following raw material:
Anthryl alcamines solidifying agent: 80 parts, 20 parts, the mixture that the two mass ratio of glycerine and kerosene is 1:2;
The preparation method of the matrix material for epoxy asphalt concrete basal plane as above is identical with embodiment 1.
By matrix components and sclerosis component, according to mass ratio, be that 100:8 is uniformly mixed 1min, be applied in bituminous concrete basal plane, applying amount is 1.0L/m2, bituminous concrete basal plane comprises epoxy asphalt concrete basal plane and SBS modified asphalt concrete basal plane, then pack bituminous concrete repair material moulding into, bituminous concrete repair material comprises epoxy asphalt concrete repair material and SBS modified asphalt concrete repair material, and room temperature is placed 3d test pull strength, the results are shown in subordinate list 1.
As can be seen from Table 1: matrix material of the present invention is for having good adhesive property between epoxy asphalt concrete basal plane and epoxy asphalt concrete repair material, while boning between being used between epoxy asphalt concrete basal plane and SBS modified asphalt concrete repair material, during drawing experiment, destroy and occur in SBS modified asphalt concrete repair material inside, and matrix material of the present invention also has good adhesive property for time between SBS modified asphalt concrete basal plane and SBS modified asphalt concrete repair material, it is inner that the destruction of drawing experiment occurs in SBS modified asphalt concrete equally.Even moist interface adhesive property after simple wiping is higher than the intensity of SBS modified asphalt concrete.
Fig. 1 is used after matrix material of the present invention having cured epoxy asphalt concrete basal plane completely, repave the interlayer drawing experimental result picture of dress SBS modified asphalt concrete repair material, in figure, show SBS modified asphalt concrete repair material and epoxy asphalt concrete basal plane between there is good adhesive property, destroy to occur in SBS modified asphalt concrete repair material.
Fig. 2 is used after matrix material of the present invention at SBS modified asphalt concrete basal plane, repave the interlayer drawing experimental result picture of dress SBS modified asphalt concrete repair material, in figure, show between SBS modified asphalt concrete basal plane and SBS modified asphalt concrete repair material and there is good adhesive property, destroy and occur in SBS modified asphalt concrete repair material.
From accompanying drawing, it can also be seen that the adhesive property of matrix material of the present invention between novel concrete and old concrete is better, can obviously improve the adhesive property on old epoxy asphalt concrete surface.
Table 1 pull strength test result (MPa)
Claims (9)
1. for a matrix material for bituminous concrete basal plane, it is characterized in that: matrix component and sclerosis component, consist of, the mass ratio of matrix component and sclerosis component is 100:(8～60);
Described matrix component, in parts by weight, is comprised of following raw material: 10～80 parts of pitches, and 14～65 parts of synthetic resins, 2～20 parts of thinners, 1.5～5 parts of solubilizing agent, the raw material umber summation of matrix component is 100 parts;
Described pitch is a kind of in coal tar pitch, straight-run pitch, oxidized bitumen, cracked pitches and mediation pitch or more than one combination;
Described synthetic resins is a kind of in E51 epoxy resin, tolylene diisocyanate and Gum Rosin or more than one combination;
Described thinner is the combination of a kind of in turps and gasoline or two kinds;
Described solubilizing agent is thiorubber;
Described sclerosis component, in parts by weight, is comprised of following raw material: 80～99 parts of amine curing agents, and 1～20 part of permeate agent, the raw material umber summation of sclerosis component is 100 parts;
Described amine curing agent is anthryl alcamines solidifying agent;
Described permeate agent is a kind of in glycerine and acetone, toluene, dimethylbenzene, trieline, kerosene and gasoline or more than one combination.
2. a preparation method for the matrix material for bituminous concrete basal plane as claimed in claim 1, is characterized in that:
The preparation method of matrix component comprises the following steps:
Matrix component, in parts by weight, is comprised of following raw material: 10～80 parts of pitches, and 14～65 parts of synthetic resins, 2～20 parts of thinners, 1.5～5 parts of solubilizing agent, the raw material umber summation of matrix component is 100 parts;
(1) first pitch is put into container, then under whipped state, add thinner, stir;
(2) add solubilizing agent, airtight 1.5h under whipped state, finally adds synthetic resins, stirs;
The preparation method of sclerosis component comprises the following steps:
Sclerosis component, in parts by weight, is comprised of following raw material: 80～99 parts of amine curing agents, and 1～20 part of permeate agent, the raw material umber summation of sclerosis component is 100 parts;
Solidifying agent and the permeate agent of sclerosis component are weighed according to formula rate, be uniformly mixed at ambient temperature to the mixture that forms stable homogeneous and be sclerosis component.
3. the matrix material for bituminous concrete basal plane as claimed in claim 1, is characterized in that: described bituminous concrete basal plane is epoxy asphalt concrete basal plane or SBS modified asphalt concrete basal plane.
4. the preparation method of the matrix material for bituminous concrete basal plane as claimed in claim 2, is characterized in that: described bituminous concrete basal plane is epoxy asphalt concrete basal plane or SBS modified asphalt concrete basal plane.
5. the matrix material for bituminous concrete basal plane as claimed in claim 1, is characterized in that: the average molecular mass of described thiorubber is 1000～2000, pH value 6～8.
6. the matrix material for bituminous concrete basal plane as claimed in claim 1, is characterized in that: described pitch is the mixture that coal tar pitch, straight-run pitch, oxidized bitumen, cracked pitches, mediation pitch or mediation pitch and oxidized bitumen are 6:5 according to mass ratio.
7. the matrix material for bituminous concrete basal plane as claimed in claim 1, it is characterized in that: described synthetic resins is E51 epoxy resin, the mixture that tolylene diisocyanate and Gum Rosin mass ratio are 7:3, the mixture that E51 epoxy resin and Gum Rosin mass ratio are 1:1, the mixture that the mixture that E51 epoxy resin and tolylene diisocyanate mass ratio are 1:1 or E51 epoxy resin and tolylene diisocyanate, Gum Rosin mass ratio are 1:1:1.
8. the matrix material for bituminous concrete basal plane as claimed in claim 1, is characterized in that: described thinner is turps, and gasoline or turps and quality of gasoline are than the mixture of 4:1.
9. the matrix material for bituminous concrete basal plane as claimed in claim 1, it is characterized in that: described permeate agent is the mixture of the quality such as glycerine and acetone, gasoline three, the mixture that glycerine and toluene, trieline three mass ratio are 2:1:1, the mixture that glycerine and dimethylbenzene, trieline three mass ratio are 2:1:1, the mixture that the mixture that glycerine and kerosene, gasoline three mass ratio are 1:2:1 or glycerine and the two mass ratio of kerosene are 1:2.
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| CN106479202A (en) * | 2016-10-21 | 2017-03-08 | 重庆建科新辉环境技术有限公司 | A kind of high osmosis permeable layers emulsified asphalt and preparation method thereof |
| CN107337368A (en) * | 2016-04-29 | 2017-11-10 | 宋学忠 | Cold-application tar pavement asphalt diluent |
| CN107540275A (en) * | 2017-08-22 | 2018-01-05 | 安徽艾米伦特建材科技有限公司 | Insulation material and preparation method thereof |
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| CN104449555A (en) * | 2014-11-28 | 2015-03-25 | 孙政 | Waterborne epoxy modified second order reaction type waterproof binding material and preparation method |
| CN104449555B (en) * | 2014-11-28 | 2015-10-21 | 孙政 | Based on waterborne epoxy modified second-order reaction water-proof bond material and preparation method |
| CN107337368A (en) * | 2016-04-29 | 2017-11-10 | 宋学忠 | Cold-application tar pavement asphalt diluent |
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| CN109160787B (en) * | 2018-09-29 | 2021-04-06 | 东南大学 | Porous water-permeable environment-friendly diluted asphalt cold-patch material and preparation method thereof |
| CN109694681A (en) * | 2018-12-31 | 2019-04-30 | 山西省交通科学研究院 | A kind of response type filling cut of asphaltum road surface agent and preparation method thereof |
| CN110330907A (en) * | 2019-06-24 | 2019-10-15 | 中山市易路美智能装备有限公司 | Self-adhering type polymer modified asphalt pressing belt and its construction method |
| CN110862742A (en) * | 2019-11-13 | 2020-03-06 | 宁德沙埕湾跨海高速公路有限责任公司 | High-permeability modified epoxy asphalt for cement concrete bridge deck pavement and application thereof |
| CN111073322A (en) * | 2019-12-31 | 2020-04-28 | 六安市共鑫道路材料有限公司 | Preparation method of SBS latex modified asphalt |
| CN111073322B (en) * | 2019-12-31 | 2021-12-24 | 六安市共鑫道路材料有限公司 | Preparation method of SBS latex modified asphalt |
| CN113801574A (en) * | 2021-09-23 | 2021-12-17 | 江苏瑞文戴尔交通科技有限公司 | Special normal-temperature curing agent, ultrathin cover and construction method thereof |
| CN114250051A (en) * | 2021-12-24 | 2022-03-29 | 韦尔通(厦门)科技股份有限公司 | Epoxy resin bottom filling adhesive and preparation method and application thereof |
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