JP3493251B2 - Additive for asphalt emulsion and asphalt composition - Google Patents

Description

Detailed Description of the Invention

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an additive for asphalt emulsion applicable to various uses such as a binder for road pavement, a waterproofing agent and an adhesive.
More specifically, it relates to a novel additive for an asphalt emulsion capable of providing a cured asphalt product having markedly improved strength characteristics, and an asphalt composition containing the additive, which can be handled at room temperature.

[0002]

Bituminous materials such as asphalt obtained from petroleum have been widely used for paving materials, waterproof / adhesive materials, railroad tracks, etc. since ancient times, but they are very sticky. It is a substance with a high content and its workability is extremely poor as it is. Therefore, to improve the fluidity of asphalt by heating the asphalt (heating and melting method), adding an appropriate emulsifier and water to form an emulsion, and dissolving it in an appropriate solvent when performing the desired work. Is being done.

Among these methods, an aqueous asphalt emulsion prepared by emulsion is generally called "asphalt emulsion". Asphalt emulsion is prepared by appropriately adding aggregates, fillers and other components. The composition is formed and is used, for example, for forming a pavement. At that time, the asphalt is hardened by evaporating and removing the aqueous component and causing so-called emulsion destruction.

The method using such an asphalt emulsion can be handled at room temperature and is volatile like a solvent,
It is a very preferable method because it is not necessary to use a highly toxic substance, but a composition using an asphalt emulsion has drawbacks such as strength, durability in use, and weak water resistance as compared with the heating and melting method. ing. The reason is considered to be the effects of the emulsifier remaining in the combined asphalt, water not completely removed, and the like.

Under these circumstances, in order to improve the strength of the asphalt as a binder, the durability in use, and the water resistance function, the asphalt emulsion, which is a residue of water evaporation of the asphalt emulsion, should be improved in order to improve its properties. A method for introducing rubber or a synthetic high molecular substance into a glass is disclosed in Japanese Patent Application Laid-Open No. Hei 2
-206655 gazette etc. are disclosed. However, the method of introducing a rubber or a synthetic polymer into the asphalt as described above, because the property of the asphalt becomes hard, it is difficult for the asphalt particles to coalesce at room temperature, and it is difficult to integrate the asphalt particles. The current situation is that the strength has not been improved yet.

The stability of the asphalt emulsion changes depending on the type of emulsifier used, the aggregate material used, etc., and the hardening of the asphalt due to emulsion destruction depends on the removal rate of water, and the asphalt hardening is slow. Problems such as this have also been pointed out.

Further, in general, an emulsifier used for preparing an asphalt emulsion has an emulsifying function in the system even after the emulsion is broken and the asphalt is cured, and therefore it is not sufficient for improving the water resistance function.

[0008]

Means for Solving the Problems In order to solve the above-mentioned problems, the present inventors have made earnest studies, and as a result, clarified the cause of the strength reduction of an asphalt composition using an asphalt emulsion, and based on that finding, We have completed an additive for asphalt emulsions and an asphalt composition that exhibits strength equal to or higher than that of a heating type asphalt, further improves water resistance, and can control the rate of strength development.

That is, in an asphalt composition using an asphalt emulsion, the water is removed by some method so that the asphalt particles are united with each other to develop strength.
However, the coalescence of asphalt particles is insufficient,
The strength of the asphalt composition decreases due to defects caused by the remaining water. Furthermore, the strength of the asphalt composition is reduced due to poor adhesion between the asphalt composition and the aggregate.

Therefore, the present inventors have noticed that the defect of the asphalt composition is caused by the presence of water, and the space where water is present and the space where water is present have a higher strength than the asphalt. It was thought that the strength of the asphalt composition could be significantly improved by filling with the above method, and the present invention was completed.

That is, the present invention is an additive for an asphalt emulsion characterized by containing a binder containing a resol-type water-soluble phenolic resin and a curing agent composition containing a compound having an epoxy group as essential components. The present invention provides an agent, and an asphalt composition containing the additive for asphalt emulsion and the asphalt emulsion as essential components.

[0012]

BEST MODE FOR CARRYING OUT THE INVENTION The additive for asphalt emulsion and the asphalt composition of the present invention will be described in detail below.

The binder used in the present invention is generally a resol type water-soluble phenol resin. The resol-type water-soluble phenol is obtained by condensing phenols and an aldehyde compound in the presence of an alkaline catalyst such as potassium hydroxide or sodium hydroxide. In the present invention, monomers capable of condensing a part of phenols with other aldehydes, for example, urea, amino compounds such as melamine, ketones such as cyclohexane, and aromatic hydrocarbons such as xylene and toluene. You may use what was replaced by. Examples of phenols include phenol, cresol, 3,5-xylenol, nonylphenol, p-tert-butylphenol, isopropenylphenol, alkylphenols such as phenylphenol, polyhydric phenols such as resorcinol, catechol, hydroquinone, phloroglucin, bisphenol A and bisphenol. Bisphenols such as F, bisphenol C and bisphenol E are used. Further, a mixture of phenolic compounds such as cashew nut shell liquid, lignin and tannin can also be used as the phenols. For these various phenols (including monomers that can be condensed with other aldehydes), one kind of substance may be used alone, or two or more kinds of substances may be mixed and co-condensed with an aldehyde compound. Good.

Formaldehyde, paraformaldehyde, furfural, glyoxal and the like are used as aldehyde compounds for condensation with phenols. The amount of the aldehyde compound used is 1 to 3 mol, preferably 1.5 to 2 mol, per 1 mol of the phenol. When the amount of the aldehyde compound used is less than 1 mol, the obtained binder is not sufficient in cohesion even when the binder made of the resol-type water-soluble phenolic resin is cured, and the strength of the asphalt cured product tends not to be improved. Occurs. On the other hand, when the amount of the aldehyde compound used exceeds 3 mol, the odor of the aldehyde from the resol-type water-soluble phenol resin is strong and the working environment tends to deteriorate.

Condensation of phenols and aldehyde compounds is generally carried out in an alkaline aqueous solution to obtain a resol-type water-soluble phenol resin. At this time, it is preferable to use potassium hydroxide (KOH) as the reaction catalyst,
Therefore, it is preferable to condense in an aqueous solution of potassium hydroxide. Further, the resol-type water-soluble phenolic resin is generally supplied in the form of an aqueous alkaline solution, and thus a predetermined amount of potassium hydroxide may be used during the condensation, or after the condensation is completed. Alternatively, sodium hydroxide (NaOH), lithium hydroxide (LiOH), or amines such as hexamethylenetetramine may be used together with potassium hydroxide so as to have a predetermined alkalinity. In the alkaline solution of the resol-type water-soluble phenolic resin, the number of moles of the alkali (base) is preferably 0.03 to 1 mol with respect to 1 mol of the phenolic hydroxyl group. Here, the phenolic hydroxyl group, all the OH groups that the resol-type water-soluble phenolic resin has, that is, OH directly bonded to the aromatic ring and OH bonded to the aromatic ring via a methylene group.
It is intended to include any of the groups. Alkali (base)
When the number of moles is less than 0.03 mol, the cohesive strength of the cured resol-type water-soluble phenolic resin tends to decrease, and the stability thereof when added to the emulsion becomes poor. On the other hand, when the number of moles of alkali (base) exceeds 1 mole, it becomes a strong alkaline aqueous solution, which is dangerous in handling.

A silane coupling agent may be contained in the binder in the form of an aqueous solution containing a resol-type water-soluble phenolic resin in order to improve the strength of the asphalt composition obtained. As a silane coupling agent,
Various conventionally known compounds can be used, and in particular γ-
Glycidoxypropyltrimethoxysilane, γ-aminopropyltriethoxysilane, γ- (2-aminoethyl) aminopropyltriethoxysilane, N-glycidyl-N, N-bis [3- (trimethoxysilyl) propyl] amine Etc. are preferably used.

Contains a silane coupling agent,
Whether or not it is, the viscosity of the aqueous binder solution is preferably 50 to 5000 cps at 25 ° C. If it is less than 50 cps, sufficient strength of the asphalt composition cannot be obtained.
When it exceeds 000cps, it becomes difficult to handle. The viscosity is measured by a B-type viscometer.
The solid content of the binder aqueous solution, that is, the content excluding water (the content of the resol-type water-soluble phenolic resin and the silane coupling agent) is preferably 35 to 75% by weight. When the solid content is less than 35% by weight, the strength of the obtained asphalt composition tends not to be sufficiently improved. On the contrary, if the solid content exceeds 75% by weight, the viscosity tends to increase, which is not preferable. In addition, this solid content is measured for 3 hours in a hot air dryer using a weighed sample (2.0 ± 0.1 g).
By heating to 105 ° C. to evaporate water, the following formula (weight of sample after evaporation of water / weight of sample to be weighed) × 100 =
It is calculated based on the solid content.

On the other hand, as a curing agent composition for curing a resol-type water-soluble phenolic resin at room temperature, in the present invention, a compound having an epoxy group, or a compound having an epoxy group and an organic ester are mixed in a predetermined ratio. The one mixed in is adopted. Compounds having an epoxy group include polyglycerol polyglycidyl ether, sorbitol polyglycidyl ether, pentaerythritol polyglycidyl ether, diglycerol polyglycidyl ether, triglycidyl tris (2-hydroxyethyl) isocyanurate, glycerol polyglycidyl ether, epoxidized Polyepoxy compounds such as soybean oil,
Ethylene-propylene glycol diglycidyl ether, propylene-polypropylene glycol diglycidyl ether, polytetramethylene glycol diglycidyl ether, resorcin diglycidyl ether, neopentyl glycol diglycidyl ether, 1,6-hexanediol diglycidyl ether, bisphenol S diglycidyl ether Ether, bisphenol A diglycidyl ether, bisphenol F diglycidyl ether, diepoxy compounds such as dimer acid diglycidyl ester, glycidyl ether of EO 5 mol adduct of phenol, p-
A monoepoxy compound such as tert-butylphenyl glycidyl ether or 2-ethylhexyl glycidyl ether can be used. Among these, polyglycerol polyglycidyl ether or sorbitol polyglycidyl ether having 3 or more glycidyl groups in one molecule is preferable.

Examples of the organic ester in the curing agent composition include methyl formate, triacetin, γ-butyrolactone, ethylene glycol monoacetate, ethylene glycol diacetate, succinic acid, glutaric acid, and adipic acid having 2 to 2 carbon atoms. The methyl or ethyl ester of the dibasic acid of 6 can be used. Among these,
A methyl or ethyl ester of a dibasic acid having 2 to 6 carbon atoms is preferable. The hardener composition is generally supplied in the form of a solution. When a curing agent composition containing a compound having an epoxy group and an organic ester is used, the weight ratio of the compound having an epoxy group and the organic ester is 100 parts by weight of the compound having an epoxy group, and It is preferred that the ester is 0 to 60 parts by weight, preferably 1 to 30 parts by weight. When the amount of the organic ester exceeds 60 parts by weight, the amount of the compound having an epoxy group becomes relatively small, and the strength of the obtained asphalt composition tends to decrease.

Next, the asphalt composition of the present invention will be described. The asphalt composition of the present invention contains an asphalt emulsion and the above-mentioned additive for asphalt emulsion of the present invention as essential components, and if necessary, a third component such as filler, latex, sand, gravel, etc. It is composed of additives and can be handled and installed at room temperature.

The asphalt emulsion constituting the asphalt composition is an aqueous asphalt emulsion obtained by emulsifying asphalt with a suitable emulsifier (surfactant).

Asphalt used in the asphalt emulsion of the present invention includes petroleum straight asphalt, semi-blown asphalt, cutback asphalt,
Examples thereof include natural asphalt, petroleum tar, pitch, solvent deasphalted asphalt, heavy oil, and the like, or a mixture of two or more thereof.

Further, synthetic rubber such as natural rubber, styrene-butadiene copolymer, chloroprene copolymer and the like, high molecular polymer such as polyethylene, ethylene-vinyl acetate copolymer, petroleum resin, thermoplastic resin and the like are mixed. Modified asphalt can also be used.

As the asphalt emulsifier (surfactant) used for preparing the asphalt emulsion, any of anionic emulsifiers, cationic emulsifiers, nonionic emulsifiers and amphoteric emulsifiers may be used. Although the above multi-component system may be used, a nonionic emulsifier is particularly preferable.

Examples of the anionic surfactant include carboxylic acid salts, sulfuric acid ester salts, sulfonic acid salts, and phosphoric acid ester salts, and ethylene oxide and propylene oxide adducts thereof are also included.

Examples of the cationic surfactant include alkylamine salts, alkanolamines, quaternary ammonium salts, amine oxides and polyethylene polyamines, and also adducts of ethylene oxide and propylene oxide. Here, in the case of a cationic surfactant that is not a quaternary salt, hydrochloric acid, acetic acid, nitric acid, sulfamic acid, dimethylsulfate or the like is used in the form of each acid salt.

As the nonionic surfactant, higher alcohol ethylene oxide adduct, alkylenephenol ethylene oxide adduct, fatty acid ethylene oxide adduct, polyhydric alcohol fatty acid ester ethylene oxide adduct, higher alkylamine ethylene oxide adduct, fatty acid. Polyamide glycol type surfactants such as amide ethylene oxide adducts, ethylene oxide adducts of fats and oils, polypropylene glycol ethylene oxide adducts, and fatty acid esters of glycerol,
Examples thereof include fatty acid esters of pentaerythritol, fatty acid esters of sorbitol and sorbitan, fatty acid esters of sucrose, alkyl ethers of polyhydric alcohols, fatty acid amides of alkanolamines, and other polyhydric alcohol type surfactants.

Examples of the amphoteric surfactant include amino acid type and betaine type carboxylates, sulfates, sulfonates and phosphates.

The amount of these surfactants used is 0.01 to 10.0% by weight, based on the total amount of water and asphalt, and particularly preferably 0.
05 to 5.0% by weight is suitable.

Aggregates and fillers that can be added to the asphalt emulsion of the present invention are not particularly limited, but generally used crushed stone, crusher run,
Examples include screenings, crushed stone dust, blast furnace slag, sand and the like. Further, light colored aggregates such as loxobite, artificially fired aggregates, aluminum powder, ceramic grains, colored aggregates, asphalt-coated crushed stones, recycled aggregates from waste asphalt pavement, and the like can also be used. Examples of the filler include fillers of screenings, stone powder, incinerator ash, clay, talc, expansive material, fly ash, various cements (super early strength cement, early strength cement, ordinary cement, mixed cement, etc.), etc. To be done.

Examples of the latex that can be added to the asphalt emulsion of the present invention include styrene-butadiene rubber, isoprene rubber, natural rubber emulsion, acrylic acid emulsion, vinyl acetate emulsion, but are not limited thereto. Not a thing.
The amount of latex used is 100% solids of asphalt emulsion.
0.1 to 75% by weight is preferable with respect to parts by weight.

Further, in the present invention, a water-soluble inorganic salt such as ammonium chloride, calcium chloride, aluminum chloride or iron chloride, polyvinyl alcohol, gelatin, polyethylene glycol, methyl cellulose, cation is added to the asphalt emulsion according to the purpose of use and method of use. Water-soluble polymers such as starch and water-absorbing polymers can be appropriately selected and used in combination.

In the additive for asphalt emulsion of the present invention, the solid content of the resol type water-soluble phenolic resin in the additive is 0.1 to 75.0 with respect to 100 parts by weight of the solid content in the asphalt emulsion.
It is preferable to use it in an addition amount such that it becomes part by weight. More preferably, it is 0.5 to 50.0 parts by weight. If the amount of the resol-type water-soluble phenolic resin added is too small, the strength as a binder, the temperature-sensitive properties and the function of adhering to the aggregate are insufficient, while if the amount of the resol-type water-soluble phenolic resin used is too large, the binder As a result, the flexibility is insufficient.

In the present invention, the amount of the curing agent composition used is 100 parts by weight of the solid content of the resol-type water-soluble phenolic resin in the asphalt emulsion additive of the present invention.
The amount is 0.5 to 100 parts by weight, preferably 5 to 70 parts by weight. When the amount of the curing agent composition used is less than 0.5 parts by weight, there is no effect of improving the strength of the asphalt composition, and when it exceeds 100 parts by weight, an excessive amount of the curing agent composition remains in the system and the strength is impaired, and It is not preferable because it is difficult to control the pot life.

Hereinafter, one example of the asphalt construction method of the present invention will be described in detail, but the present invention is not limited to these methods.

The heat-melted asphalt is emulsified with an appropriate emulsifier to obtain an asphalt emulsion, and then a binder containing a resole-type water-soluble phenolic resin is added and mixed to the asphalt emulsion, and then the hardener composition is prepared. After the substances are added and mixed, the asphalt emulsion is applied. At this time, the asphalt emulsion may be mixed with an appropriate aggregate, filler or other optional component depending on the application.

In the asphalt composition thus constructed, the resol-type water-soluble phenolic resin is resinified and the asphalt strength is developed.

In the asphalt composition of the present invention, the curing agent composition is added to the asphalt composition immediately before construction, and after the asphalt composition is constructed, the resol-type water-soluble phenol resin in the additive for asphalt emulsion is cured. Can be made. As a concrete construction method, for example, a method of directly pouring an asphalt emulsion into a form for road paving, spraying the asphalt emulsion in a mist form with a nozzle, a sprayer or the like, and using it as a sealing agent, an adhesive, a coating agent, etc. There is a method. Further, a method of mixing with inorganic materials such as gypsum, cement, sand, etc. with a mixer such as a pug mill mixer and using it as a binder for road paving materials, railroad track materials, flooring materials and the like can be mentioned.

When the additive for asphalt emulsion of the present invention is used, the strength of the cured asphalt is improved and the water resistance is remarkably improved. Further, the curing rate can be easily controlled by adjusting the type and amount of the curing agent composition in the asphalt emulsion additive and adding it to the asphalt composition before the construction.

[0040]

The present invention will be described in detail with reference to the following examples, but the present invention is not limited to these examples.

Examples 1 to 8 In a 50% aqueous KOH solution, phenol was added in a molar ratio of 2 to 1 mol of KOH, and the mixture was stirred and dissolved. This aqueous solution at 80 ℃
While maintaining the above, a 50% formalin aqueous solution was added to allow the condensation reaction of phenol and formaldehyde to proceed such that the amount of formaldehyde was 2 mol per mol of phenol. The viscosity of this reaction solution is 2000 cps (25
The reaction was continued at 80 ° C. until the point reached (° C.). When this viscosity was reached, the reaction solution was cooled to room temperature and 50% KOH aqueous solution was added to 1 mol of phenolic hydroxyl group so that the molar number of KOH was 0.85 to obtain an aqueous resin binder solution. . To 100 parts by weight of this solution, 0.5 part by weight of γ-glycidoxypropyltrimethoxysilane was added, and the viscosity was
A binder consisting of an aqueous solution of resol type water-soluble phenolic resin at 600 cps (25 ° C) was obtained. The solid content of the resol-type water-soluble phenolic resin aqueous solution was 50% by weight. On the other hand, as shown in Table 1, as a curing agent composition, a compound having an epoxy group, or a mixture of a compound having an epoxy group and an organic ester in a predetermined ratio, 9 types (No. 1 to
9) was prepared.

[Preparation of asphalt composition] Penetration 80-
100 ℃ straight asphalt is heated and melted to 150 ℃, nonylphenol EO adduct (Emulgen 950 manufactured by Kao Co., Ltd.) 1% by weight (concentration in the final asphalt emulsion) was added to emulsify in water, the asphalt content 60% by weight
Was prepared as an asphalt emulsion. After 24 hours, an asphalt composition was prepared by mixing the naturally cooled asphalt emulsion and the additive for asphalt emulsion, and mixing and mixing this with the aggregate. Asphalt composition, aggregate 100
It was prepared by adding 10 parts by weight of an asphalt emulsion and an additive for an asphalt emulsion to parts by weight. The additive for asphalt emulsion was added so that the solid content of the resol-type water-soluble phenolic resin in the additive was 10 parts by weight with respect to 100 parts by weight of the solid content in the asphalt emulsion.

[Preparation of Asphalt Composition (Comparative Example)]
Straight asphalt with a penetration of 80 to 100 ℃ is heated and melted to 150 ℃, 1 wt% of sodium oleate (concentration in the final asphalt emulsion) is added to emulsify in water, and the asphalt content is 60 wt%. An asphalt emulsion was prepared. After 24 hours, the naturally cooled asphalt emulsion and the aggregate were mixed to prepare an asphalt composition. The asphalt composition was prepared by adding 10 parts by weight of asphalt emulsion to 100 parts by weight of aggregate.

[Test method] (1) Strength test The strength of the asphalt composition is the "Marshall stability test method" described in "Pavement Test Method Handbook" (Japan Road Association, published on December 20, 1993). The test was performed according to (60 ° C. water immersion for 30 minutes). The specimen for Marshall stability test was prepared by the following method. The asphalt composition was crushed with No. 6 crushed stone (from Takatsuki), No. 7 crushed stone (from Takatsuki) in a pug mill mixer.
Sand (from Yodogawa), screenings (from Takatsuki) and stone powder (from Shiga prefecture) in a weight ratio of 35: 25: 20: 13: 7, a fine-grained aggregate, and the asphalt emulsion prepared above,
The additives for asphalt emulsion were added at the above ratios, respectively, and 10% by weight of the curing agent composition shown in Table 1 was added to the resol type water-soluble phenolic resin aqueous solution in the additives for asphalt emulsion. In the case of the example, only the emulsion was added and mixed for 20 seconds to prepare. The aggregate temperature is
It was set to 20 ° C. Fill the mold after 10 minutes, 50 on one side at room temperature
Specimens for Marshall stability test were prepared by double-sided thrusting, and cured at ambient temperature of 20 ° C / humidity of 60% RH for 24 hours. Using this, Marshall stability (kgf) and flow value were obtained.

[0045]

[Table 1]

(Note) * Dimethyl ester of succinic acid / glutaric acid / adipic acid mixture ** Part by weight of compound having epoxy group to 100 parts by weight of resol type water-soluble phenolic resin (solid content) (Note) Denacol EX-512 : Nagase Chemical Industry Co., Ltd.
Manufactured by Polyglycerol Polyglycidyl Ether Denacol EX-614B: manufactured by Nagase Kasei Co., Ltd., Sorbitol Polyglycidyl Ether Denacol EX-830 manufactured by Nagase Chemical Co., Ltd., polyethylene glycol diglycidyl ether Adeka Resin EP-4100: Asahi Denka Kogyo Co., Ltd., bisphenol A diglycidyl ether Adeka Sizer O-130P: Asahi Denka Co., Ltd., epoxidized soybean oil (2) Durability test Durability of cured asphalt composition (pavement) Is
The test was conducted according to the “wheel tracking test” (temperature 60 ° C., ground pressure 6.4 kgf / cm ² ) described in “Pavement Test Manual”, but prepared by the following method. The asphalt composition prepared for the strength test of the above (1) is filled in a compaction mold and compacted with a roller compactor to prepare a specimen for a wheel tracking test, and an atmospheric temperature of 20 ° C./humidity of 60% RH
I cured it for 12 hours. Then, the dynamic stability (DS) in the wheel tracking test was measured.

(3) Water resistance evaluation The water resistance of the asphalt composition is the water resistance of the asphalt film formed on the aggregate surface by the asphalt emulsion,
As a result, the peeling prevention performance is evaluated. Specifically, a dry aggregate with a particle size of 5 to 13 mm (material: hard sandstone from Takatsuki) is immersed in water (20 ° C) for 1 minute, and immediately after taking out, a mixture of asphalt emulsion and additives for asphalt emulsion ( Immerse in 100: 10) (weight ratio) for 1 minute. The aggregate is arranged on a glass plate, and this is placed at an ambient temperature of 20 ° C / humidity of 60
After curing at% RH for 3 hours, immerse in warm water at 80 ° C for 30 minutes. After 30 minutes, the ratio of the asphalt coating on the surface of the aggregate was judged with the naked eye and indicated as an adhesion area (%). However, the number of aggregates used in one test is 10,
The average value was calculated. The higher the adhered area ratio, the better the water resistance. The results of these tests are shown in Table 2.

[0048]

[Table 2]

(Note) * The strength test and the durability test could not be carried out because the comparative product broke when taken out from the compacting mold.

As is clear from the results shown in Table 2, the strength of the asphalt composition was improved by using the binder containing the resol-type water-soluble phenolic resin and the curing agent composition containing the compound having an epoxy group. We were able to improve significantly.

─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hirotaka Sasaki 1334 Minato Minato, Wakayama City, Wakayama Prefecture Research Institute (56) References JP-A-51-20930 (JP, A) JP-A-6-65903 (JP, 65,903) A) JP 55-48247 (JP, A) (58) Fields investigated (Int.Cl. ⁷ , DB name) C08G 59/00-59/72 C08L 61/06-61/14 C08L 63/00- 63/10 C08L 95/00

Claims (6)

(57) [Claims] 1. A phenol and an aldehyde compound,
Containing a binder containing a water-soluble phenolic resin of a type obtained by condensation in the presence of an alkaline catalyst and a curing agent composition containing a compound having an epoxy group as essential components An additive for asphalt emulsions characterized by: 2. The additive for an asphalt emulsion according to claim 1, wherein an organic ester is used in combination with the hardener composition. 3. The asphalt emulsion additive according to claim 1, wherein the curing agent composition is contained in an amount of 0.5 to 100 parts by weight with respect to 100 parts by weight of the resol-type water-soluble phenolic resin (solid content). Agent. 4. The additive for an asphalt emulsion according to claim 1, wherein the compound having an epoxy group has two or more glycidyl groups in one molecule. 5. An asphalt composition containing an asphalt emulsion and the additive for an asphalt emulsion according to any one of claims 1 to 4 as essential components. 6. A water-based asphalt emulsion,
Enols and aldehyde compounds in alkaline catalyst
Resol-type water-soluble pheno obtained by condensation in the presence of
Binder resin containing binder is added and mixed.
Addition and mixing of a curing agent composition containing a compound having a xy group
A method for producing an asphalt composition.