KR100417294B1 - Aspalt mixture containing an aspalt modifier - Google Patents

Abstract

PURPOSE: Provided is a high-performance asphalt mixture, which uses an asphalt modifier having excellent solubility to asphalt, processability and storage stability and reutilizes waste asphalt aggregates when used in pavement. CONSTITUTION: The high-performance asphalt mixture comprises, based on 100 parts by weight of the mixture: (a) 80-95.9 parts by weight of aggregates; (b) 4-10 parts by weight of asphalt; and (c) 0.1-10 parts by weight of an asphalt modifier comprising (i) 100 parts by weight of vinyl aromatic hydrocarbon/conjugated diene block copolymer having a melt flow index of less than 15g/10 min., (ii) 0.1-100 parts by weight of a tackifying resin, (iii) 5-100 parts by weight of a processing oil having an aromatic content of 20-60 wt% and a dynamic viscosity is 70-900 mm¬2/s at 40 deg.C, and (iv) 0.1-40 parts by weight of a rubber based on 100 parts by weight of (i)+(ii)+(iii).

Description

Asphalt mixture containing an aspalt modifier

The present invention relates to an asphalt mixture suitable for preparing high-performance asphalt, and more particularly, 0.1 to 100 parts by weight of a tackifying resin based on 100 parts by weight of vinylaromatic hydrocarbon-conjugated diene block copolymer having a melt flow value of less than 15 g / 10 minutes. It relates to an asphalt mixture prepared by mixing an asphalt modifier, asphalt and aggregates containing 5 to 100 parts by weight of process oil and further comprising 0.1 to 40 parts by weight of rubber when the total weight of the components is 100 parts by weight. .

In particular, the asphalt mixture of the present invention is improved in wear resistance, impact resistance and flow resistance, and thus can be suitably used for pavement packing.

In recent years, high-performance packaging provided with functionality such as drainage, water permeability, or noise reduction has attracted attention. For example, for the purpose of good drainage in rainy weather, the pavement degree pavement which makes water permeable by the space | gap in an asphalt mixture attracts attention. In addition, for the purpose of noise reduction when a vehicle passes, the pavement pavement which aims at noise reduction by the space | gap in an asphalt mixture attracts attention. Since the amount of asphalt as a binder to be used per unit volume is reduced in such a degree of pavement, a modifier made of synthetic resin or the like is often added. By adding the modifier, physical strength such as abrasion resistance, impact resistance, flow resistance, etc. of the asphalt mixture can be improved.

As a general manufacturing method of an asphalt mixture, the method (plant mix system) of adding an asphalt modifier at the time of manufacture of an asphalt mixture in an asphalt plant is known. According to this plant mix method, it is possible to mix an appropriate amount of asphalt modifier with respect to asphalt. In addition, there is no need to install a special device or the like for mixing the asphalt and the asphalt modifier in advance. In these respects, there are many advantages over the premix method in which the asphalt modifier is added to the asphalt in advance.

In the plant mix method, it is important to mix the asphalt and the asphalt modifier in a short time in the production of the asphalt mixture. Therefore, in order to improve the solubility (compatibility) of the asphalt modifier to asphalt conventionally, an asphalt modifier made by mixing a vinyl aromatic hydrocarbon-conjugated diene block copolymer, a tackifier resin and a process oil has been proposed (Japan) See Japanese Patent Application Laid-Open No. 5-295273). Moreover, in such an asphalt modifier, the asphalt modifier which improved the workability and storage stability at the time of manufacture is proposed (Japanese Patent Laid-Open No. 9-25416).

In view of this, it is an object of the present invention to provide an asphalt mixture suitable for high performance asphalt pavement. Asphalt mixture of the present invention is to achieve the above object by containing an asphalt modifier having good solubility in asphalt, excellent workability and storage stability.

In addition, another object of the present invention is to provide an asphalt mixture to use asphalt recycled aggregate when paving asphalt. Reusing waste asphalt aggregate can contribute to resource saving and recycling.

In order to solve the above problems, the present invention was prepared by mixing the asphalt modifier for the asphalt and the aggregate of the appropriate particle size and physical properties to prepare a high-performance asphalt mixture.

In the present specification, the "asphalt composition" refers to a mixture of asphalt modifier and asphalt, and a mixture of asphalt modifier, asphalt and aggregate is referred to as "asphalt mixture". Generally, the asphalt mixture is laid on the road and paved.

"Asphalt" refers to a binder for bonding aggregates or fillers (hereinafter referred to as aggregates) such as calcined stone.

The present invention with respect to 100 parts by weight of the asphalt mixture a) aggregates 80 to 99.9 parts by weight; b) 4 to 10 parts by weight of asphalt; And (c) (a) 0.1 to 100 parts by weight of the tackifying resin, and (c) the aromatic content of 20 to 100 parts by weight of the vinylaromatic hydrocarbon conjugated diene block copolymer having a melt flow value of less than 15 g / 10 minutes. 5 to 100 parts by weight of process oil, characterized in that 60% by weight, kinematic viscosity at 40 ° C. is 70 to 900 mm 2 / s, and (d) 0.1 to 40 parts by weight of rubber based on 100 parts by weight of the total amount of the above components. It further relates to a high-performance asphalt mixture containing asphalt modifier 0.1 to 10 parts by weight. The "melt flow value" is measured by the method specified in JIS K 7210 "Flow Testing Method of Thermoplastic Plastics". Value, the test temperature means 200 ° C., and the test load means a melt flow value under the condition of 49.03N.

When the content of the aggregate is less than 80 parts by weight, a large amount of asphalt is added, it is difficult to secure the voids, it is difficult to expect the effect of drainage, noise reduction, etc., it is difficult to maintain the original asphalt function. In addition, when the content of aggregates exceeds 95.9 parts by weight, the content of asphalt is relatively decreased, thereby weakening the binding force.

When the content of the modifier is less than 0.1 part by weight, it is difficult to expect effects such as strength enhancement and stability, and when the content of the modifier is more than 10 parts by weight, the production cost is excessively increased due to the cost of the modifier, which is inherently arranged with the purpose of lowering the cost.

The present invention is characterized in that the process oil has an aromatic component content of 20 to 60% by weight and a kinematic viscosity at 40 ° C of 70 to 900 mm 2 / s. If the aromatic component content and the kinematic viscosity of the process oil are within the above ranges, the shape retention of the asphalt modifier is good, and the handleability and workability of the asphalt modifier are further improved.

In addition, the present invention is characterized in that the aggregate contained asphalt recycled aggregate obtained from the waste of the existing pavement, 0 to 100% by weight of the total aggregate usage. In other words, aggregates may be used only for new aggregates, only recycled aggregates may be used, and new aggregates and recycled aggregates may be used. Therefore, according to the present invention, it is possible to more effectively use asphalt recycled aggregate which has been difficult to reuse for high-performance pavement. Since the asphalt mixture of the present invention is excellent in toughness and tenacity, even when recycled aggregate is used, the recycled aggregate is difficult to peel off and fall off from the asphalt mixture.

In addition, the present invention is characterized in that the aggregate has a particle size of 25mm sieve 100%, 19mm sieve 90-100%, 13mm sieve 60-85%, 5mm sieve 5-40% based on the body and weight percentage .

In addition, the present invention is characterized in that the aggregate is the particle size of the body and the weight percentage of 19mm sieve 100%, 13mm sieve 90-100%, 5mm sieve 5-40%.

In addition, the present invention is characterized in that the aggregate has a particle size of 13 mm sieve 100%, 5 mm sieve 90-100%, 2.5 mm sieve 5-40% based on the sieve weight percentage.

In addition, the present invention is characterized in that the aggregate is 19 mm or less dense degree asphalt aggregate particle size.

Furthermore, the present invention is characterized in that the aggregate is 13 mm or less compactness asphalt aggregate particle size.

The high performance asphalt mixture is used for pavement for roads, and aggregates of 13-5 mm are used for general driveways. Aggregate of 19 ~ 5㎜ is mainly used by adjusting the content of asphalt modifier in places where the effect of noise reduction is somewhat reduced, but the drainage and strength improvement are needed. Mainly used when expecting effect. In the case of general density asphalt roads requiring high strength, when the asphalt content of 19 mm or 13 mm or less is adjusted, the content of the asphalt modifier is adjusted to increase the strength. The granularity of the aggregate is used according to the place where it is packed.

Asphalt mixture of the asphalt modifier and asphalt, aggregate of the present invention can be prepared by mixing by a plant mixing method. Since the asphalt modifier is excellent in solubility in asphalt, it is possible to quickly mix the asphalt modifier with the asphalt, and therefore it is particularly suitable for the production of asphalt mixture by the plant mix method.

In the case of the plant mix method, the asphalt modifier is added when preparing the asphalt mixture in the asphalt plant. On the other hand, in the premix method, an asphalt composition in which asphalt and an asphalt modifier are mixed is prepared in advance, and an asphalt mixture is prepared by mixing aggregates with the asphalt composition.

In the embodiment of the present invention, the asphalt modifier is used in addition to the asphalt, to improve the physical strength, such as wear resistance, impact resistance, flow resistance of the asphalt mixture. This asphalt modifier contains 0.1 to 100 parts by weight of tackifying resin and 5 to 100 parts by weight of process oil, based on 100 parts by weight of a vinyl aromatic hydrocarbon conjugated diene block copolymer having a melt flow value of less than 15 g / 10 minutes. 0.1-40 weight part of rubber is contained with respect to 100 weight part of total amounts of these components. Hereinafter, each of these components is demonstrated.

<Vinyl aromatic hydrocarbon, conjugated diene block copolymer>

The vinylaromatic hydrocarbon-conjugated diene block copolymer (hereinafter sometimes referred to simply as block copolymer) used in the present invention is not particularly limited as long as it is generally used as an additive for asphalt, for example, partially or completely. It may be hydrogenated or modified with a modifier such as maleic anhydride. Specifically, SBS (styrene butadiene block copolymer), SIS (styrene isoprene block copolymer), SEBS (styrene ethylene butylene block copolymer), etc. can be used.

Usually, it is preferable to use a block copolymer having at least one polymer block (A) mainly composed of vinyl aromatic hydrocarbons, preferably two and a polymer block (B) mainly composed of a conjugated diene compound. It is possible.

The polymer block (A) mainly composed of vinyl aromatic hydrocarbons is more than 50% by weight of vinyl aromatic hydrocarbons, preferably 60 to 100% by weight, more preferably 70 to 100% by weight, still more preferably 80 to 100% by weight. It is a polymer block contained in the ratio of%, It is a polymer block which consists of a homopolymer of vinyl aromatic hydrocarbon, or a vinyl aromatic hydrocarbon and conjugated diene. The distribution of the conjugated diene in the polymer block (A) may be any of random, part, partial block, or a combination thereof. The polymer block (B) mainly composed of the conjugated diene compound is more than 50% by weight of conjugated diene, preferably 60 to 100% by weight, more preferably 70 to 100% by weight, still more preferably 80 to 100% by weight. It is a polymer block containing in the ratio of and is a homoblock of conjugated diene, or a polymer block which consists of conjugated diene and vinyl aromatic hydrocarbon. The distribution of the vinylaromatic hydrocarbon in the polymer block (B) may be any of random, part, partial block or a combination thereof.

The block polymer may be any of a linear structure and a branched structure, and preferably has a structure represented by the following general formulas (a) to (f).

(a) (AB) m, (b) (AB) nA, (c) (BA) mB, (d) ((AB) n) pX, (e) ((BA) m) pX, (f) ( (AB) nA) pX, (g) ((BA) nB) pX

In these general formulas, A is a polymer block (A) mainly composed of vinyl aromatic hydrocarbons, and B is a polymer block (B) mainly composed of conjugated dienes. X is a residue of a polyfunctional coupling agent or a residue of a polyfunctional initiator. m is an integer of 1 or more, Preferably it is an integer of 2 or more, More preferably, it is an integer of 2-6. n is an integer of 1 or more, Preferably it is an integer of 1-6, More preferably, it is 1. p is an integer of 2-6.

The composition ratio of the vinylaromatic hydrocarbon and the conjugated diene in the block copolymer is not particularly limited. However, in order to have a high balance of binder properties such as toughness and rigidity and low temperature characteristics, the weight ratio is 5:95 to 95: 5, preferably 10. : 90-50: 50, More preferably, it is the range of 15: 85-45: 55.

The vinyl bond amount of the conjugated diene portion of the block copolymer is not particularly limited, but is usually in the range of 1 to 90%, preferably 1 to 60%, more preferably 5 to 30%. When the amount of vinyl bonds is excessively large, the penetration of the asphalt composition may decrease.

The molecular weight of the block copolymer used in the present invention is not particularly limited, but in order to have a high balance of binder properties such as solubility and penetration into asphalt, toughness, stiffness, low temperature characteristics, and the like, polystyrene reduced weight average molecular weight 10,000 to 1,000,000, preferably 20,000 to 800,000, more preferably 50,000 to 500,000.

The block copolymer used for this invention is a well-known method, for example, Unexamined-Japanese-Patent No. 36-19286, Unexamined-Japanese-Patent No. 43-17979, Unexamined-Japanese-Patent No. 45-31951, According to the method described in JP-A-46-32415, etc., it is possible to produce by using an organolithium compound in a hydrocarbon catalyst as an initiator and polymerizing a vinylaromatic hydrocarbon and a conjugated diene. At the time of polymerization, it is possible to use a polar compound for the purpose of adjusting the reactivity ratio of the vinylaromatic hydrocarbon and the conjugated diene, changing the microstructure of the polymerized conjugated diene portion, adjusting the polymerization rate, and the like.

As a vinyl aromatic hydrocarbon, styrene, (alpha) -methylstyrene, o-methylstyrene, p-methylstyrene, p-t- butyl styrene, 2, 4- dimethyl styrene, vinyl naphthalene, vinyl anthracene etc. are mentioned, for example. Among these, styrene is particularly preferable. Vinyl aromatic hydrocarbons can be used individually or in combination of 2 or more types, respectively.

Examples of the conjugated diene include 1, 3-butadiene, isoprene, 1, 3-pentadiene, 2, 3-dimethyl-1, 3-butadiene, 1, 3-hexadiene and the like. Among these, 1, 3-butadiene and isoprene are preferable, and 1, 3-butadiene is especially preferable. A conjugated diene can be used individually or in combination of 2 or more types.

As a hydrocarbon solvent used as a polymerization solvent at the time of manufacture of a block copolymer, For example, Aliphatic hydrocarbons, such as butane, a pentane, hexane, isopentane, heptane, an octane, an isooctane; Alicyclic hydrocarbons such as cyclopentane, methylcyclopentane, cyclohexane, methylcyclohexane and ethylcyclohexane; Aromatic hydrocarbons, such as benzene, ethylbenzene, and xylene, etc. are mentioned, These are used individually or in mixture of 2 or more types, respectively. The usage-amount of a hydrocarbon solvent is normally used so that monomer concentration may be 1 weight%-50 weight%.

As a polar compound, For example, ether, such as tetrahydrofuran, diethyl ether, anisole, dimethoxybenzene, and ethylene glycol dimethyl ether; Amines such as triethylamine, tetramethylenediamine, N-dimethylaniline and pyridine; Thioethers, phosphines, phosphoamides, alkylbenzenesulfonic acids, alkoxides such as potassium and sodium, and the like, and the like are appropriately selected according to the required performance. The amount of the polar compound to be used is appropriately determined depending on the kind of the compound and required properties, but is usually in the range of 0.001 to 1 mol, preferably 0.01 to 0.5 mol, based on 1 mol of the organolithium compound.

Examples of the organolithium compound used as the initiator include polyfunctional initiators such as an organic monolithium compound and an organolithium compound. Specific examples thereof include n-butyllithium and sec-butyllithium. , tert-butyllithium, n-hexyl lithium, iso-hexyl lithium, phenyl lithium, naphthyl lithium, hexamethylenedilithium, butadienyldilithium, isoprenyldilithium and the like. Generally, organomonolithium compounds are used, and these are used individually or in combination of 2 or more types, respectively. The amount to be used is appropriately selected depending on the molecular weight of the target polymer and the type of the organolithium compound. For example, n-butyllithium is generally used in an amount of 0.001 to 1 part by weight, preferably 0.01 to 1 part by weight based on 100 parts by weight of the monomer. It is the range of 1 weight part.

The polymerization reaction may be either isothermal reaction or adiabatic reaction, and is usually carried out at a temperature range of 0 to 150 ° C, preferably 20 to 120 ° C.

As a block copolymer, it is also possible to use what is manufactured by adding a polyfunctional coupling agent after the above-mentioned polymerization reaction. Examples of the polyfunctional coupling agent include tin tetrachloride, tin dichloride, tin tetrabromide, silicon tetrachloride, silicon tetrabromide, silicon iodide, germanium tetrachloride, lead dichloride, methyltrichlorosilane, and dimethyldichlorosilane. , Butyl trichlorosilane, dibutyl dichlorotin, bistrichlorosilylethane, bistrichlorostanylethane, tetramethoxysilicon, tetramethoxytin, tetraethoxysilicone, tetraethoxytin, tetrabutoxysilicon, tetra Metal compounds such as butoxy tin; Unsaturated nitriles such as ethyl acrylonitrile; Dihalogenated hydrocarbons such as dibromobenzene, dichlorobenzene and dibroethylene; Carbonic acid esters such as dimethyl adipic acid, diethyl adipic acid, ethyl benzoate, dimethyl terephthalate, diethyl terephthalate, dimethyl phthalate and dimethyl isophthalate; Carboxylic acid halides such as terephthalic acid dichloride, phthalic acid dichloride, isophthalic acid dichloride and adipic acid dichloride; Carbon tetrachloride; and the like.

These polyfunctional coupling agents are used individually or in mixture of 2 or more types, and their usage is normally 0.01-2 equivalent, preferably 0.05-1.0 equivalent, more preferably 0.1-0.5 equivalent per organolithium compound. to be. Coupling reaction is normally performed at 0 to 150 degreeC in the range of 0.1 to 20 hours.

It is possible to use partially or completely hydrogenated block copolymers. Hydrogenation includes (1) heterogeneous catalysts in which metals such as Ni, Rt, Pd, and Ru are supported on a carrier such as carbon, silica, alumina, diatomaceous earth, or (2) organic acid salts such as Ni, Co, Fe, Cr, or It is performed using a homogeneous catalyst, such as a Tigra type catalyst using a acetylacetone salt and a reducing agent, such as organic A1, or organic complex catalysts, such as organometallic compounds, such as Ru and Rh. Generally, for example, JP 42-8704, JP 43-6636, JP 52-41690, JP 59-133203, JP 60-A. As described in 220147, a method of adding hydrogen in the presence of a hydrogenation catalyst in an inert solvent is employed.

It is also possible to use a block copolymer prepared by adding a modifier after the polymerization reaction. As the modifier, for example, unsaturated carbon acids such as maleic anhydride disclosed in Japanese Patent Application Laid-Open No. 62-61615, imino compounds, cyanamide compounds, and adiri disclosed in Japanese Patent Application Laid-Open No. 4-387770. Genyl compound, an amide compound, etc. are mentioned.

The vinyl aromatic hydrocarbon conjugated diene block copolymer of the present invention is used alone or in combination of two or more of those having a melt flow value of less than 15 g / 10 min under conditions of a test temperature of 200 ° C. and a test load of 49.03 N (5 kgf). The melt flow value is a measure of the extrusion speed when the melted thermoplastic synthetic resin is extruded through a die having a predetermined length and diameter. The melt flow value is an indicator of fluidity, viscosity and kinematic viscosity of the thermoplastic synthetic resin in solution. Is a value.

If the melt flow value is larger than the above-mentioned range, the shape retaining properties of the asphalt modifier are poor, and for example, the asphalt modifiers processed into pellets stick together, which causes an obstacle to long-term storage. Preferably, a melt flow value in the range of 1 to 10 g / 10 minutes is used.

<Process oil>

Process oil in the present invention can be used vegetable oil such as rice bran oil, soybean oil, animal oil such as fish oil, whale oil, petroleum heavy hydrocarbon oil such as cylinder oil, lubricating oil, etc. In consideration of the flowability, it is preferable to use petroleum heavy hydrocarbon oil, and especially aromatic hydrocarbon oil. Of course, it is also possible to use the process oil which consists of a hydrocarbon of paraffinic or naphthenic type.

The process oil preferably has an aromatic component content in the process oil of 20 to 60% by weight, and a kinematic viscosity at 40 ° C in the range of 70 to 900 mm 2 / s. More preferably, it is preferable that the amount of aliphatic components in process oil is 30 to 55 weight%, and the kinematic viscosity value in 40 degreeC exists in the range of 100-900 mm <2> / s.

Here, "aliphatic component content" has shown content of the aliphatic hydrocarbons, such as benzene, naphthalene, anthracene, and the whole derivative in which various functional groups, such as a vinyl group, were added to these aliphatic hydrocarbons. About the aliphatic component content of process oil, it can measure in accordance with a conventional method.

If the aliphatic component content and kinematic viscosity value in the process oil exceeds the above range, problems such as sticking of the modifier pellets to each other during adhesion or storage of the pelletizer blade when the modifier is processed into pellets may occur. Not preferred. If the value of the aliphatic component content and the kinematic viscosity in the process oil is less than the above range, the shape retention when the asphalt modifier is processed into, for example, pellets becomes poor. The ratio of the remaining components other than the aliphatic component, for example, the naphthenic component and the paraffin component is not particularly limited.

The amount of process oil used is preferably 5 to 100 parts by weight based on 100 parts by weight of the block copolymer. More preferably, it is 10-75 weight part. When the amount of the process oil is excessively low, the properties such as solubility and elongation in asphalt are inferior. On the contrary, excessively large amounts of the process oil are inferior in softening point and toughness, which is not preferable.

<Tackifying resin>

The tackifying resin used in the present invention is not particularly limited as long as it is generally used industrially, and examples thereof include coumarone-indene resin, phenol resin, pt-butylphenol-acetylene resin, phenol-formaldehyde resin, Telpene-phenol resins, polytelpenes, xylene-formaldehyde resins, C5 petroleum resins, C9 petroleum resins, dicyclopentadiene resins, polybutenes, rosin and the like, and modified products thereof by hydrogenated substances or maleic anhydride, etc. Can be mentioned.

These tackifying resins can be used individually or in mixture of 2 or more types, respectively. As for the usage-amount of tackifying resin, 0-100 weight part is preferable with respect to 100 weight part of block copolymers. The lower limit of 0 means that the tackifying resin does not have to be mixed, unless tackiness is particularly required for the asphalt mixture. A more preferable amount of the tackifying resin is 5 to 75 parts by weight based on 100 parts by weight of the block copolymer.

When the amount of the tackifying resin is excessively low, characteristics such as softening point, 60 ° C viscosity, and dynamic stability of the asphalt mixture are inferior. In addition, the solubility in asphalt also worsens. Conversely, when the amount of the tackifying resin used is excessively large, properties such as toughness and rigidity of the asphalt mixture are inferior.

<Rubber>

In the asphalt modifier of the present invention, 40 parts by weight or less of rubber is added to 100 parts by weight of each of the above components, namely, vinylaromatic hydrocarbon-conjugated diene block copolymer, process oil, and tackifying resin. What is necessary is just to use this rubber generally used for industrial products, For example, SBR (styrene-butadiene rubber), chloroprene rubber, natural rubber, polyisoprene rubber, polybutadiene rubber, nitrile rubber, ethylene-propylene rubber, It is possible to use acrylic rubber, isoprene-isobutyl rubber, and the like. Rubber may be used in an emulsion state or may be used in a solid state. In the case of an emulsion state, 40 weight part or less of rubber is added when converted into solid content.

When the amount of rubber added is more than 40 parts by weight, the workability of the asphalt modifier is poor and the physical strength such as the flow resistance of the asphalt mixture is lowered.

As a method of adding rubber, it is possible to take the following method, for example.

(Mixed method)

When mixing a block copolymer, process oil, and tackifying resin, asphalt modifier is manufactured by adding a rubber and performing a fixed process. The constant treatment is, for example, mixing under heating to form a uniform composition and molding to a predetermined shape and size as necessary. According to this method, the asphalt modifier and the rubber do not need to be transported and stored separately, and labor is not required. In addition, since it is possible to inject them at a time when mixing into asphalt, the production efficiency is improved.

(Separation method)

A uniform composition is obtained by mixing the block copolymer, the process oil, and the tackifying resin to perform a constant treatment. And rubber is added when the composition mixes into asphalt. That is, when adding an asphalt modifier to asphalt, you may make it add a rubber component and other components separately like this separation system. According to this method, it is possible to add an appropriate amount of rubber in accordance with the properties of the asphalt.

Asphalt

The asphalt used in the present invention is not particularly limited, and conventional asphalt, for example, straight asphalt, semipron asphalt, pron asphalt, cutback asphalt, recycled asphalt and the like can be used. These can be used individually or in combination of 2 types or more, respectively. It is also applicable to a bleaching binder or a high viscosity binder of a premix.

Asphalt modifier according to the present invention is preferably used 1 to 100 parts by weight based on 100 parts by weight of asphalt. More preferably, it is 3-50 weight part with respect to 100 weight part of asphalt. Most preferably, it is 5-30 weight part. If the amount of use is smaller than this, the effect of modifying the asphalt is not substantially confirmed. On the contrary, when the amount used is more than this, the viscosity is too high, and the workability of the asphalt mixture is poor, and economically remarkably disadvantageous.

<Aggregates>

When the asphalt modifier according to the present invention is used for road paving, the aggregate and the filler (hereinafter referred to as "aggregates") are usually mixed and used as an asphalt mixture. As aggregates, aggregates or fillers such as compactness, fineness, or granularity mixtures used for general road paving, or grains and fillers used for permeable pavement, drainage pavement, sound absorbing pavement, and the like are used. For example, as aggregate, it is possible to use crushed stone, jade chain, gravel, sand or a mixture thereof. As the filler, it is possible to use stone powder, talc, calcium carbonate or a mixture thereof.

In addition, as the aggregate used for the asphalt mixture, all new materials may be used, but asphalt recycled aggregate prepared by crushing the waste of the existing pavement may be used. Alternatively, a mixture of new material and asphalt recycled aggregate may be used. The amount of recycled aggregate is 0 to 100% by weight of the total aggregate usage, preferably 0 to 50% by weight. By using the asphalt recycled aggregate, it is possible to more effectively use the recycled aggregate obtained from the waste material of the existing asphalt pavement, which has been difficult to reuse in the conventional high-performance pavement. In addition, the asphalt mixture to which the asphalt modifier according to the present invention is added is excellent in toughness and rigidity, and therefore, even when recycled aggregate is used, the recycled aggregate is hardly peeled off or dropped from the asphalt mixture. In addition, the asphalt mixture to which the asphalt modifier according to the present invention is added is characterized by excellent physical strength, such as fluid resistance and impact resistance, at or about the same level as the conventional art even when using recycled aggregate.

There is no restriction | limiting in particular in the mixing method of aggregate. For example, a method such as a premix method for mixing an asphalt composition containing asphalt and an asphalt modifier and an aggregate prepared in advance and a plant mix method for mixing an asphalt modifier, asphalt and aggregates may be used. A more effective way of utilizing features is the plant mix method. As the plant mix method, for example, (a) a method of mixing the filler, the heating aggregate and the heating asphalt in advance, and then adding and mixing the asphalt modifier, (b) the filler, the heating aggregate, the heating asphalt and the asphalt modifier. And (c) a method of mixing the filler, the heating aggregate and the asphalt modifier in advance, and then adding and mixing the heating asphalt.

<Other ingredients>

It is possible to blend the asphalt composition with additives generally used in the asphalt composition. The additive is not particularly limited, and specific examples of the additive include anti-peeling agents such as slaked lime, amines and amides; Fiber reinforcing materials such as methyl cellulose and polyvinyl alcohol; Elastic improvers, viscosity lowering agents, viscosity improvers, fillers, pigments, softeners, antioxidants, ultraviolet absorbers, light stabilizers, thermoplastic resins, and the like.

Moreover, it is also possible to add an antiblocking agent to the asphalt modifier of this invention as needed. The antiblocking agent is not particularly limited as long as it is generally used industrially. For example, Japanese Patent Application Laid-Open No. 56-136347, Japanese Patent Application Laid-Open No. 61-101503, Japanese Patent Application Laid-Open No. 5-98051 The organic and inorganic compounds described in Japanese Patent Application Laid-Open No. 6-228521 and the like are used.

Examples of the organic antiblocking agent include higher fatty acid monoamides such as stearic acid amide, oleic acid amide, lauric acid amide, palmitic acid amide, eruc acid amide, and behenic acid amide; Higher fatty acid bisamides such as methylene bis stearic acid amide, ethylene bis stearic acid amide, ethylene bis oleic acid amide and ethylene bislauryl acid amide; Complex higher fatty acid amides such as N ­ stearyl oleic acid amide, N-stearyl erku acid amide, N-stearyl stearic acid amide, N-oleyl stearic acid amide, and distearyl adipic acid amide; Lithium salts such as lauric acid, myristic acid, palmitic acid, margaric acid, stearic acid, behenic acid, oleic acid, linoleic acid, α-oleostearic acid, β-eleostearic acid and α-linoleic acid, sodium salts, Higher fatty acid salts such as potassium salt, magnesium salt, calcium salt, barium salt, zinc salt, aluminum salt and iron salt; Polyolefins, such as polyacrylamide, polyvinyl chloride, polystyrene, and high density polyethylene, resin compounds, such as polymethyl methacrylate, a polycarbonate, a styrene acrylonitrile copolymer, etc. are mentioned.

Examples of the inorganic antiblocking agent include silica, calcium carbonate, magnesium carbonate, calcium sulfate, aluminum hydroxide, zinc oxide, talc, clay and the like.

These antiblocking agents are used individually or in combination of 2 or more types. Among these, an inorganic antiblocking agent is preferable. The use amount of the antiblocking agent is usually 0 to 50 parts by weight, preferably 0.1 to 10 parts by weight, more preferably 0.5 to 5 parts by weight per 100 parts by weight of the modifier.

Asphalt modifiers of the present invention may further include antioxidants such as hindered phenols, sulfur and phosphoric acid compounds as necessary; Ultraviolet absorbers such as benzophenols; Light stabilizers such as hindered amines; Thermoplastic elastomers such as block copolymers other than the vinylaromatic hydrocarbon-conjugated diene block copolymer of the present invention; Thermoplastic resins such as polyolefin resins such as ethylene ethyl acrylate copolymers and ethylene vinyl acetate copolymers, polystyrene resins, and polyvinyl chloride resins; It is possible to add inorganic fillers such as glass beads, silica and carbon black.

The method for producing the asphalt modifier may be in accordance with a conventional method, for example, by mixing each of the above components using a mixer such as a hot-melt kiln, a roll mill, a single screw extruder, a twin screw extruder, a Henschel mixer, and then press It is possible to perform the molding process by using a pelletizer, an extrusion molding machine, a processing molding machine or the like.

The shape of the asphalt modifier of the present invention is not particularly limited and may be used in any form. For example, any of pellets, cords, plates, blocks, and the like may be used, but pellets are particularly preferable in terms of meltability to asphalt. Pelletization of the asphalt modifier can be achieved by mixing each of the above components, extruding them into strands with an extruder, etc., and then cooling them with cold water or the like and then cutting them with a pelletizer or the like. Applying a blocking agent to the strands before the pelletizer improves the separability and is suitable. Moreover, when the size of a pellet is 0.5-50 mm, Preferably it is 1-20 mm, More preferably, it is 2-10 mm, Solubility to asphalt is improved significantly and it is suitable.

Hereinafter, the embodiment of the present invention will be described in detail. However, the scope of the present invention is not limited to the examples.

In the examples, block copolymers shown in Table 1 below were used. In Table 1, each symbol has shown the following.

SIS: styrene-isoprene block copolymer

SBS: Styrene Butadiene Block Copolymer

SEBS: styrene, ethylene, butylene block copolymer

MFR: Melt Flow Value (200 ℃, 49.03N)

Vinyl aromatic hydrocarbon, conjugated diene block copolymer sign Kinds MFR (g / 10min) A SIS 2 B SBS <One C SEBS 6 D SIS 15

In addition, tackifying resin, process oil, and rubber which were shown in following Tables 2-4 were used, respectively. In Table 4, each symbol has shown the following.

Tackifying resin sign Kinds E Telfenphenol Resin F Telpene resin

Process oil sign Aromatic component content (wt%) Kinematic viscosity (40 degreeC) [mm2 / s] G 40.2 325 H 47.6 589 I 27.4 51 J 56.4 996

Rubber sign Kinds K SBR (styrene butadiene rubber) L CR (chloroprene rubber)

<Production of Asphalt Modifiers>

Asphalt modifiers were manufactured using the materials of the symbols A to L of Tables 1 to 4, and the processability and storage stability tests were performed using the asphalt modifiers. Table 5 and Table 6 show the composition and test results of the asphalt modifier produced as an example of the present invention (Examples 1 to 15). Table 7 shows the composition and test results of the asphalt modifier produced as a comparative example of the present invention (Comparative Examples 1 to 8). In Tables 5-7, the component ratio of the asphalt modifier is shown by weight%. However, the rubbers (K, L) are expressed in parts by weight (% by weight) relative to 100 parts by weight of the total amount of the block copolymer, the tackifying resin, and the process oil.

In order to manufacture an asphalt modifier, the tackifying resin was specifically put in the 200-liter Henschel mixer, and it stirred for 5 minutes at low speed (25Hz). Next, the block copolymer was added and stirred for 1 minute, then the process oil and rubber were added slowly as needed, followed by stirring at high speed (35 Hz) for 9 minutes, and extruded into a string using a 65 mm single screw extruder. After cooling in a cooling tank at 占 폚, 1% by weight of calcium carbonate was added, and cut into pellets of 3 mm 4 × 4 mm in a water-cooled pelletizer equipped with a rotary blade.

(Processability test)

Adhesiveness to the rotary blades of the modifier when the pelletizer was operated for 10 minutes was observed and evaluated according to the following three-step criteria. The results are shown in Table 5.

○: No attachment confirmed

(Triangle | delta): Although several pellets were confirmed to adhere to a rotary blade, it was operable for 10 minutes.

X: The strand was wound on a blade and stopped without driving for 10 minutes.

(Storage stability evaluation)

120 g of the modifier pellets were placed in a 7 × 10 cm 2 plastic bag, and a 50 g / cm 2 load was applied, and the state after being allowed to stand for 3 hours in an oven at 90 ° C. was evaluated based on the following three steps. The results are shown in Table 5.

○: do not stick together

(Triangle | delta): Although it sticks together as a whole, when it is pressed by a finger, it falls quickly.

X: It sticks together, and does not fall even if we push with finger

Asphalt modifier Example One 2 3 4 5 6 7 8 9 Block copolymer A 60 0 35 35 60 75 50 60 70 B 0 35 0 25 0 0 0 0 0 C 0 25 25 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 Tackifying resin E 25 25 25 25 25 0 40 0 25 F 0 0 0 0 0 0 0 20 0 Process oil G 15 15 15 15 15 25 10 20 5 H 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0 0 J 0 0 0 0 0 0 0 0 0 Rubber K 0 0 0 0 15 0 0 0 0 L 0 0 0 0 0 0 0 0 0 Test result Constructability ○ ○ ○ ○ ○ ○ ○ ○ ○ Storage stability ○ ○ ○ ○ ○ ○ ○ ○ ○

Asphalt modifier Example 10 11 12 13 14 15 Block copolymer A 50 60 60 60 60 60 B 0 0 0 0 0 0 C 0 0 0 0 0 0 D 0 0 0 0 0 0 Tackifying resin E 10 20 25 25 25 25 F 0 0 0 0 0 0 Process oil G 40 0 15 15 15 15 H 0 0 0 0 0 0 I 0 0 0 0 0 0 J 0 0 0 0 0 0 Rubber K 0 0 0 10 20 40 L 0 0 15 0 0 0 Test result Constructability ○ ○ ○ ○ ○ △ Storage stability ○ ○ ○ ○ ○ △

Asphalt modifier Comparative example One 2 3 4 5 6 7 8 Block copolymer A 0 30 40 40 60 60 60 60 B 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 D 60 30 0 0 0 0 0 0 Tackifying resin E 25 25 50 10 25 20 25 25 F 0 0 0 0 0 0 0 20 Process oil G 15 15 10 50 0 0 15 15 H 0 0 0 0 0 0 0 0 I 0 0 0 0 15 0 0 0 J 0 0 0 0 0 20 0 0 Rubber K 0 0 0 0 0 0 60 60 L 0 0 0 0 0 0 0 0 Test result Constructability × △ △ △ × × × × Storage stability × △ △ △ × × × ×

As in Examples 1 to 5, one or two or more types of block copolymers having a melt flow value of less than 15 g / 10 minutes were good in workability and storage stability. On the other hand, in the case of using a block copolymer having a melt flow value of 15 g / 10 minutes or more as in Comparative Examples 1 and 2, even when shared with a block copolymer having a melt flow value of less than 15 g / 10 minutes, workability and storage stability are inferior. The result was confirmed.

In addition, as shown in Comparative Examples 5 and 6, when the process oil (I, J) with 40 degreeC kinematic viscosity outside the range of 70-900 mm <2> / s is used, and as shown in Comparative Example 7, the addition amount of rubber is blocked. Also in the case of exceeding 40 parts by weight with respect to 100 parts by weight of the total amount of the copolymer, the tackifying resin, and the process oil, it was confirmed that the construction properties and the storage stability of the asphalt modifier were poor.

<Production of Asphalt Composition>

Asphalt modifiers shown in Tables 5-7 were added to the asphalt to prepare an asphalt composition. Specifically, the straight asphalt which heated the asphalt modifier to 180 degreeC in 1 liter glass container was added, and it stirred until it melt | dissolved completely. Various physical properties of the prepared asphalt composition were measured, and the measurement results are shown in Tables 8 to 10.

In Tables 8-10, the number of the Example and comparative example of an asphalt composition corresponds to the number of the Example and comparative example of an asphalt modifier. For example, the asphalt modifier of Example 1 of Table 5 is added to the asphalt composition of Example 1 of Table 8. Similarly, the asphalt modifier of Comparative Example 1 in Table 7 is added to the asphalt composition of Comparative Example 1 in Table 10.

In addition, in Tables 8-10, a quality standard is a quality standard of the high viscosity modified asphalt prescribed | regulated by Japanese modified asphalt association standard (JMAAS01-01). In addition, only the dissolution time in asphalt is the target value set by the inventor in consideration of the application to the plant mix system.

The physical property measurement method of an asphalt composition is as follows.

(1) solubility

Solubility of asphalt modifiers in asphalt was added to the asphalt heated at 180 ° C in accordance with the "Sampling of Modified Asphalt" method described in the Pavement Test Manual established by the Japan Highway Association. The time (min) until disappearance was calculated | required.

(2) intrusion degree

Penetration degree (1/10 mm) of the asphalt composition was measured in accordance with JIS K 2207.

(3) softening point

The softening point (° C) of the asphalt composition was measured according to JIS K 2207.

(4) toughness and rigidity

The toughness (N · m) and the rigidity (N · m) of the asphalt composition were measured in accordance with the method described in "Packing Test Method Manual" of the Japan Highway Association.

(5) 60 ℃ viscosity

The 60 degreeC viscosity (Pa * s) of an asphalt composition was measured according to the method described in the Japan Road Association edition "Packaging test manual".

Asphalt composition Example One 2 3 4 5 6 7 Quality standard Mixing ratio (asphalt modifier / asphalt) 12/88 12/88 12/88 12/88 14/88 12/88 12/88 - Dissolution time in asphalt (min) 15 15 10 20 15 20 10 20 or less Penetration Rate (1 / 10min) 44 43 43 42 42 40 48 40 or more Softening point (℃) 86.8 90.1 87.2 89.9 87.6 90.4 82.5 80 or more Toughness (Nm) 28.5 26.7 29.2 34.0 35.2 21.2 22.4 More than 20 Rigidity force (Nm) 21.7 20.6 22.5 27.0 28.3 15.3 16.1 More than 15 60 ° C Viscosity (× 104 Pa · s) 24.8 84.5 23.2 26.8 35.8 15.9 3.9 2 or more

Asphalt composition Example 8 9 10 11 Quality standard Mixing ratio (asphalt modifier / asphalt) 12/88 12/88 12/88 12/88 - Dissolution time in asphalt (min) 10 20 10 10 20 or less Penetration Rate (1 / 10min) 46 41 49 46 40 or more Softening point (℃) 84.1 89.6 71.7 85 80 or more Toughness (Nm) 25.8 23.1 20.2 25.7 More than 20 Rigidity force (Nm) 18.2 16.4 15.6 18.6 More than 15 60 ° C Viscosity (× 104 Pa · s) 17.8 41.4 2.5 18.9 2 or more

Asphalt composition Comparative example One 2 3 4 Quality standard Mixing ratio (asphalt modifier / asphalt) 12/88 12/88 12/88 12/88 - Dissolution time in asphalt (min) 10 10 10 10 20 or less Penetration Rate (1 / 10min) 47 45 52 55 40 or more Softening point (℃) 66.2 73.6 66.3 62.9 80 or more Toughness (Nm) 10.4 14.8 9.4 6.2 More than 20 Rigidity force (Nm) 5.6 8.5 4.0 2.8 More than 15 60 ° C Viscosity (× 104 Pa · s) 0.8 1.4 0.6 0.8 2 or more

As shown in Examples 1 to 5, when the asphalt modifier using one or two or more types of block copolymers having a melt flow value of less than 15 g / 10 minutes is added, the toughness and rigidity of the asphalt composition And the viscosity at 60 ° C exceeded the quality standard. On the other hand, when the asphalt modifier which used the block copolymer with meltflow value 15g / 10min or more was added like Comparative Examples 1 and 2, the some physical-property value of the asphalt composition fell below the quality standard.

Moreover, as shown in Example 5 of Table 8, it was confirmed that the property of an asphalt composition improves by adding rubber. In other words, it has been found that by adding rubber, an asphalt modifier is obtained that can have good solubility in asphalt and can further improve physical strength such as toughness, rigidity, and 60 ° C viscosity of the asphalt composition.

In addition, as shown in Example 1 and Examples 6-8, regardless of the kind of tackifying resin, if the mass is 0-100 weight part with respect to 100 weight part of block copolymers, a softening point, toughness, and rigidity As for the asphalt composition exceeding the quality standard in terms of the back, it was possible to obtain. On the other hand, as in Comparative Example 3, when the amount of the tackifying resin to 100 parts by weight of the block copolymer exceeds 100 parts by weight, an asphalt composition having a quality lower than the quality standard in terms of softening point, toughness, rigidity, and the like is obtained. lost.

In addition, as shown in Example 1 and Examples 9-11, process oil (G, H) whose aromatic component content is 20-60 weight% and 40 degreeC dynamic viscosity is in the range of 70-900mm <2> / s When the asphalt modifier containing 5-100 weight part with respect to 100 weight part of block copolymers was added, the asphalt composition which exceeded the quality standard value in terms of a softening point, toughness, rigidity, etc. was obtained. On the other hand, when the amount of process oil exceeds 100 parts by weight with respect to 100 parts by weight of the block copolymer as in Comparative Example 4, an asphalt composition having a quality lower than the quality standard in terms of softening point, toughness, rigidity, and the like is obtained. lost.

Preparation of Asphalt Mixture

An asphalt mixture was prepared by mixing the asphalt modifiers of Tables 5 to 7, asphalt and aggregates. To 100 parts by weight of the asphalt mixture, 0.1-10 parts by weight of asphalt modifier 4-10 parts by weight of asphalt and 80-95.9 parts by weight of aggregates were mixed to prepare an asphalt mixture.

Various physical properties of the prepared asphalt mixture were evaluated. The measurement results are shown in Table 11 and Table 12. The numbers of the examples and the comparative examples of the asphalt mixtures of Tables 11 and 12 correspond to the numbers of the examples and the comparative examples of the asphalt modifier. For example, the asphalt modifier of Example 1 of Table 5 is added to the asphalt mixture of Example 1 of Table 11. Similarly, the asphalt modifier of Comparative Example 1 in Table 7 is added to the asphalt composition of Comparative Example 1 in Table 12. In addition, in Table 11 and Table 12, "recycled material" means the recycled aggregate of the existing asphalt pavement.

The physical property measurement method of an asphalt mixture is as follows.

(Porosity)

The porosity (%) of the asphalt mixture was measured in accordance with the method using the vernier calipers described in the supplement of JHS217-1992 of the Japan Highway Corporation Test Method.

(Dynamic stability)

The dynamic stability of the asphalt mixture was subjected to the wheel tracking test in accordance with the method described in "Packing Test Method Manual" of the Japan Highway Association, and the dynamic stability (times / mm) was calculated.

(Cantabro loss)

The cantabro loss rate (%) of the asphalt mixture was measured according to the Japan Highway Corporation test method "JHS231-1992".

Asphalt mixture Example One 5 12 One 13 14 15 Mixing ratio (asphalt modifier / asphalt) 12/88 14/88 14/88 12/88 14/88 12/88 12/88 Aggregate Type New New New Recyclables Recyclables Recyclables Recyclables Porosity (%) 21.4 20.7 21.0 19.9 20.2 20.5 20.5 Cantabro Loss Rate (20 ℃) 12.9 8.1 9.6 17.4 13.1 10.9 14.5 Cantabro Loss Rate (-20 ℃) 22.4 19.3 20.2 25.5 23.4 21.3 24.6 Dynamic Stability (times / mm) 4250 5300 5188 3219 4302 5300 3846

Asphalt mixture Comparative example 7 8 Mixing ratio (asphalt modifier / asphalt) 14/88 14/88 Aggregate Type New Recyclables Porosity (%) 21.2 21.0 Cantabro Loss Rate (20 ℃) 22.5 28.4 Cantabro Loss Rate (-20 ℃) 28.8 Destruction Dynamic Stability (times / mm) 3680 1870

Asphalt Mixture Example a Asphalt Mixture Example b Aggregate granularity Passing weight percentage Passing weight percentage 26 mm 100 100 19 mm 99.4 100 13 mm 98.8 100 5 mm 17.6 14.0 2.5 mm 14.7 10.2 Mixing ratio (asphalt modifier / asphalt) 12/88 12/88 Asphalt composition amount% 5.0 5.0 Aggregate Type New New Porosity (%) 20.2 22.0 Cantabro Loss Rate (20 ℃ /%) 10.9 12.3 Dynamic Stability (times / ㎜) 4986 4562

Example. As shown in 1, 5, 12-15, when the addition amount of rubber exists in the range of 0-40 weight part with respect to 100 weight part of total amounts of a block copolymer, a tackifying resin, and a process oil, asphalt is irrespective of the kind of aggregate. Cantabs of the mixture resulted in low loss and high dynamic stability. In particular, the asphalt mixture with the addition amount of rubber of 10 to 20% showed remarkable results in improvement of physical strength when using recycled aggregate. On the other hand, when the addition amount of rubber exceeds 40 weight part with respect to 100 weight part of total amounts of a block copolymer, a tackifying resin, and a process oil, as shown in the comparative example 7, the physical strength of a asphalt mixture (canthabro loss rate, Dynamic stability, etc.).

As such, the asphalt mixture of the present invention has excellent physical strength such as wear resistance, impact resistance, flow resistance, and the like, even if the amount of asphalt per unit volume is reduced, the pavement having the same or higher physical strength as the conventional one can be realized. It is especially suitable for high performance packaging.

It is also possible to provide an asphalt mixture for reusing asphalt recycled aggregate obtained from waste of existing pavement into a high performance pavement.

In addition, the asphalt mixture of the present invention can be applied to high-functional pavement by adjusting the particle size distribution of the aggregate according to the pavement, such as driveway, sidewalk, parking lot, square, repair.

Claims (8)

Per 100 parts by weight of asphalt mixture a) 80 to 99.9 parts by weight of aggregates; b) 4-10 parts by weight of asphalt; And c) (A) 100 parts by weight of vinylaromatic hydrocarbon conjugated diene block copolymer having a melt flow value of less than 15 g / 10 minutes. (B) 0.1 to 100 parts by weight of tackifying resin, (C) Aromatic component content is 20-60 weight%, Kinematic viscosity in 40 degreeC contains 5-100 weight part, Process oil, It is characterized by the above-mentioned. (D) further comprises 0.1 to 40 parts by weight of rubber with respect to 100 parts by weight of the total amount of the components, Asphalt modifier 0.1-10 parts by weight; High-performance asphalt mixture containing. delete According to claim 1, The aggregate is a high-performance asphalt mixture, characterized in that the asphalt recycled aggregate obtained from the waste of the existing pavement using 0 to 100% by weight of the total aggregate usage. The aggregate is characterized in that the particle size of 25mm sieve 100%, 19mm sieve 90-100%, 13mm sieve 60-85%, 5mm sieve 5-40% based on the sieve weight percentage. High performance asphalt mixture. The high functional asphalt mixture according to claim 1, wherein the aggregate has a particle size of 19 mm sieve 100%, 13 mm sieve 90-100%, and 5 mm sieve 5-40% by weight of the sieve. The high functional asphalt mixture according to claim 1, wherein the aggregate has a particle size of 13 mm sieve 100%, 5 mm sieve 90-100%, 2.5 mm sieve 5-40% by weight of the sieve. The high performance asphalt mixture according to claim 1, wherein the aggregate has a compactness asphalt aggregate particle size of 19 mm or less. The high performance asphalt mixture according to claim 1, wherein the aggregate has a granularity of aggregate density of 13 mm or less.