JPS639552B2 - - Google Patents

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Publication number
JPS639552B2
JPS639552B2 JP57068854A JP6885482A JPS639552B2 JP S639552 B2 JPS639552 B2 JP S639552B2 JP 57068854 A JP57068854 A JP 57068854A JP 6885482 A JP6885482 A JP 6885482A JP S639552 B2 JPS639552 B2 JP S639552B2
Authority
JP
Japan
Prior art keywords
parts
weight
rubber
asphalt
vinyl acetate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP57068854A
Other languages
Japanese (ja)
Other versions
JPS58201847A (en
Inventor
Kentaro Shiojiri
Saburo Wakizaka
Kisho Suzuki
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Toa Doro Kogyo Co Ltd
Original Assignee
Toa Doro Kogyo Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Toa Doro Kogyo Co Ltd filed Critical Toa Doro Kogyo Co Ltd
Priority to JP6885482A priority Critical patent/JPS58201847A/en
Publication of JPS58201847A publication Critical patent/JPS58201847A/en
Publication of JPS639552B2 publication Critical patent/JPS639552B2/ja
Granted legal-status Critical Current

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  • Compositions Of Macromolecular Compounds (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

本発明は、高級舗装、簡易舗装、橋面舗装及び
空港舗装等を対象とする再生アスフアルト混合物
の舗装用再生添加組成物の製造方法に関する。 近年、老化したりまた不要となつた廃材のアス
フアルト混合物は、省資源及び省エネルギーの気
運に伴なつてリサイクリング化が見直されてい
る。 アスフアルト混合物を対象とするリサイクリン
グには、大きく分けて中央プラント方式と路上方
式とがある。 中央プラント方式は、特殊な或いは在来型式の
プラントで再生する方式であつて、ストツクヤー
ドに廃材を集積してから、破砕設備で破砕や熱解
砕によりほぐして分級し、新しい骨材、ストレー
トアスフアルトや再生添加剤等の補足材料を添加
して混合する。 また、路上方式は、現場に於て既舗のアスフア
ルト混合物の一部または全部を切削し、該切削廃
材中に不足している骨材、ストレートアスフアル
トや再生添加剤等の補足材料を加えて混合し、そ
れを敷きならし及び転圧している。 この様にストレートアスフアルトや再生添加剤
等を添加した理由としては、既設舗装廃材である
アスフアルト混合物中のアスフアルトに於て、該
アスフアルト中のマルテン留分(n―ペンタン可
溶の極性留分、芳香族留分及び飽和留分からなる
ものを指す。)が酸化或いは重合されてアスフア
ルテン(n―ペンタン不溶分を指す。)に移行す
ることにより、化学組成的に原ストレートアスフ
アルトと比較して相対的にマルテン留分が不足す
るからであり、従つてこのアスフアルトの物理的
性質としては、原ストレートアスフアルトと比較
して進入度、伸度及び軟化点の上昇が観察され
る。 しかしながら、この様な物性を有する老化した
アスフアルト混合物を再生する為に、マルテン留
分が主体である低粘度の再生添加剤を上記中央プ
ラント方式或いは路上方式に於て添加すると、新
しいアスフアルト混合物と比較して高温時に流動
変形現象が起り易くなると共に低温時に摩耗現象
が起り易くなる。 また、老化したアスフアルト混合物を再生する
為にストレートアスフアルトを添加する場合、原
ストレートアスフアルトの物理的性質に復元させ
る為には多量に添加する必要があり、その結果再
生アスフアルト混合物中のアスフアルトが過剰に
なるのに伴つてフラツシユ現象や流動現象が起り
易くなる欠点がある。 従つて、この様にストレートアスフアルトや再
生添加剤等を添加した再生アスフアルト混合物を
舗装用アスフアルト混合物として使用した場合、
一般のアスフアルト混合物に比べて車両等の交通
の繰り返しを受けると、路面に流動変形現象や摩
耗現象等が起り易い為、平担な路面状態を長期間
維持することが難しくなる。 本発明は、上記した諸欠点を解決する為になさ
れたものであり、その目的は、廃材の老化程度に
かかわらず広い適用範囲に使用できると共に、再
生アスフアルト混合物に耐久性と流動抵抗性をも
たせることができる舗装用再生添加組成物を提供
することにある。 上記した目的を達成する為、本発明は、エチレ
ン・酢酸ビニル共重合物(以下、EVAと呼ぶ。)
100重量部に対してゴムが20〜100重量部となる比
率で両者の合計量が石油系軟化剤100重量部に対
して1〜30重量部とする再生添加剤としたことを
特徴とする。 以下、本発明について説明すると、本発明は、
次の石油系軟化剤、EVA及びゴムの3成分から
なる。 1 石油系軟化剤は、原油から常圧蒸留塔により
低沸点留分を分離させ、常圧蒸留塔の底に残る
重質原油を減圧蒸留した留出油であり、更にこ
の留出油は原油の種類、処理工程及び配合によ
りパラフイン系軟化剤、ナフテン系軟化剤及び
芳香族系軟化剤に分離されるが、本発明はこれ
ら全部が使用できる。 この様な石油系軟化剤は、アスフアルト中の
マルテン留分に近い化学的組成成分を有してい
る。 2 EVAは、酢酸ビニルを10〜35重量%含有す
るもので、かつメルトインテツクスが1〜40の
ものがよい。尚、EVAに於ては、酢酸ビニル
含有量が10%以下では老化アスフアルトに対す
る溶解性が劣り、かつ低温時の性状が劣る。 3 ゴムは、天然ゴムを初めとする各種合成ゴム
を使用するが、1種または2種以上混合して使
用する。その性状は固形またはラテツクスタイ
プのもので、ゴムのムーニー粘度が10〜100程
度のものがよい結果が得られる。尚、合成ゴム
としては、クロロプレンゴム、スチレン・イソ
プレン共重合体ゴム、ポリイソプレンゴム、ポ
リブタジエンゴム、スチレン・ブタジエン共重
合体ゴム等が用いられる。 本発明の組成物は、次の様にして通常得られ
る。 先ず、EVA100重量部に対してゴムが20〜100
重量部となる比率で両者をそれぞれ用意し、更に
その両者の合計量を石油系軟化剤100重量部に対
して1〜30重量部にしてEVA、ゴム及び石油系
軟化剤をそれぞれ用意する。 そして、温度90〜160℃に加熱溶融した所定量
の石油系軟化剤に所定量のゴム例えばゴムラテツ
クスまたは固形ゴムを除々に添加し、撹拌を続け
ながら加熱することにより水分を除去してゴム入
り石油系軟化剤とする。 更に、上記ゴム入り石油系軟化剤を温度130〜
180℃に加熱し、所定量のEVAを加えて溶解する
ことにより本発明の舗装用再生添加組成物とす
る。 この様に得られた本発明を、中央プラント方式
や路上方式等で使用することによつて、再生アス
フアルト混合物ができる。 尚、必要に応じて剥離防止剤等を加えてもよ
い。 以下、本発明の実施例について詳細に説明す
る。 先ず、第1実施例に於ては、温度140〜160℃に
加熱溶融した石油系軟化剤100重量部に対してエ
チレン酢酸ビニル共重合体樹脂(固形分中に酢酸
ビニル28%含有するもの。)を40重量部加え、均
一になるまで撹拌、溶解させた後、クロロプレン
ゴムラテツクスを固形分に換算して17重量部加え
撹拌し水分を除去し、均一になるまで撹拌、溶解
させることによつて、本発明に係る舗装用再生添
加組成物を得る。 この様な発明は、廃材アスフアルト混合物より
抽出した老化したアスフアルト100重量部に対し
て本発明の舗装用再生添加組成物を10重量部添加
して混合すると、下記の表―1に示す性状が得ら
れる。 尚、表―1の比較例は、廃材アスフアルト混合
物より抽出した老化アスフアルト100重量部に対
して鉱物油系芳香族油を15重量部添加して混合し
たものである。 第2実施例に於ては、温度140〜160℃に加熱溶
融した石油系軟化剤100重量部に対してエチレン
酢酸ビニル共重合体樹脂(固形分中に酢酸ビニル
28%含有するもの。)を40重量部加え、均一にな
るまで撹拌、溶解させた後、スチレン・イソプレ
ン共重合体ゴムラテツクス(固形分45%のもので
固形分中にイソプレン70%を含有するもの。)を
固形分に換算して12重量部加え撹拌し水分を除去
し、均一になるまで撹拌、溶解させることによつ
て、本発明に係る舗装用再生添加組成物を得る。 本発明は、廃材アスフアルト混合物より抽出し
た老化アスフアルト100重量部に対して本発明の
舗装用再生添加組成物を11重量部添加して混合す
ると、下記の表―1に示す性状が得られる。 第3実施例に於ては、温度140〜160℃に加熱溶
融した石油系軟化剤100重量部に対してエチレン
酢酸ビニル共重合体樹脂(固形分中の酢酸ビニル
28%含有するもの)を40重量部加え、均一になる
まで撹拌、溶解させた後、スチレン・ブタジエン
共重合体ゴムラテツクスを固形分に換算して10重
量部を加え撹拌し水分を除去し、均一になるまで
撹拌、溶解させることによつて、本発明に係る舗
装用再生添加組成物を得る。 本発明は、廃材アスフアルト混合物より抽出し
た老化アスフアルト100重量部に対して本発明の
舗装用再生添加組成物を13重量部添加して混合す
ると、下記の表―1に示す性状が得られる。
The present invention relates to a method for producing a recycled additive composition for pavement of recycled asphalt mixtures intended for high-grade pavement, simple pavement, bridge surface pavement, airport pavement, etc. In recent years, recycling of aged or unnecessary asphalt mixtures has been reconsidered due to the trend toward resource and energy conservation. Recycling for asphalt mixtures can be broadly divided into central plant methods and on-road methods. The central plant method is a method of recycling in a special or conventional type of plant, in which waste materials are collected in a stockyard, then loosened and classified by crushing or thermal crushing in a crushing facility, and then recycled into new aggregate, straight asphalt, etc. Add and mix supplementary materials such as or regeneration additives. In addition, in the on-site method, part or all of the existing asphalt mixture is cut at the site, and supplementary materials such as aggregate, straight asphalt, and recycled additives are added to the cutting waste and mixed. Then, it is leveled and compacted. The reason for adding straight asphalt and recycled additives in this way is that the maltene fraction (n-pentane soluble polar fraction, aromatic Asphaltene (referring to the fraction insoluble in n-pentane) is oxidized or polymerized and becomes asphaltene (referring to the n-pentane-insoluble fraction), which has a relatively chemical composition compared to the original straight asphalt. This is because the maltene fraction is insufficient, and therefore, as for the physical properties of this asphalt, increases in penetration, elongation, and softening point are observed compared to the original straight asphalt. However, in order to regenerate an aged asphalt mixture with such physical properties, if a low viscosity regeneration additive mainly composed of maltene fraction is added in the central plant method or on-the-road method, it will cause a decrease in the quality of the asphalt mixture compared to a new asphalt mixture. As a result, flow deformation phenomena are more likely to occur at high temperatures, and wear phenomena are more likely to occur at low temperatures. Furthermore, when straight asphalt is added to regenerate an aged asphalt mixture, it is necessary to add a large amount to restore the physical properties of the original straight asphalt, and as a result, asphalt in the recycled asphalt mixture becomes excessive. There is a drawback that flashing and flow phenomena are more likely to occur as the temperature increases. Therefore, when a recycled asphalt mixture containing straight asphalt or recycled additives is used as an asphalt mixture for paving,
Compared to general asphalt mixtures, when subjected to repeated traffic such as vehicles, flow deformation phenomena and wear phenomena are more likely to occur on the road surface, making it difficult to maintain a flat road surface condition for a long period of time. The present invention has been made to solve the above-mentioned drawbacks, and its purpose is to provide recycled asphalt mixtures with durability and flow resistance, while being usable in a wide range of applications regardless of the degree of aging of waste materials. An object of the present invention is to provide a pavement recycling additive composition that can be used as a pavement. In order to achieve the above object, the present invention utilizes an ethylene/vinyl acetate copolymer (hereinafter referred to as EVA).
The recycling additive is characterized in that the ratio of the rubber to 100 parts by weight is 20 to 100 parts by weight, and the total amount of both is 1 to 30 parts by weight to 100 parts by weight of the petroleum softener. The present invention will be explained below.
It consists of the following three components: petroleum softener, EVA, and rubber. 1 Petroleum-based softeners are distilled oils obtained by separating low-boiling fractions from crude oil using an atmospheric distillation column, and distilling the heavy crude oil remaining at the bottom of the atmospheric distillation column under reduced pressure. They can be separated into paraffinic softeners, naphthenic softeners, and aromatic softeners depending on the type, treatment process, and formulation, but all of these can be used in the present invention. Such petroleum softeners have a chemical composition close to that of the maltene fraction in asphalt. 2 EVA preferably contains 10 to 35% by weight of vinyl acetate and has a melt index of 1 to 40. In EVA, if the vinyl acetate content is less than 10%, the solubility in aged asphalt will be poor and the properties at low temperatures will be poor. 3. Various synthetic rubbers including natural rubber are used as the rubber, and one type or a mixture of two or more types may be used. Its properties are solid or latex type, and rubber with a Mooney viscosity of about 10 to 100 will give good results. As the synthetic rubber, chloroprene rubber, styrene/isoprene copolymer rubber, polyisoprene rubber, polybutadiene rubber, styrene/butadiene copolymer rubber, etc. are used. The composition of the present invention is usually obtained as follows. First, rubber is 20 to 100 parts by weight for 100 parts by weight of EVA.
EVA, rubber, and petroleum softener are each prepared in a ratio of parts by weight, and the total amount of both is 1 to 30 parts by weight per 100 parts by weight of petroleum softener. Then, a predetermined amount of rubber, such as rubber latex or solid rubber, is gradually added to a predetermined amount of petroleum-based softener heated and melted at a temperature of 90 to 160°C, and heated with continuous stirring to remove moisture and form a rubber-containing petroleum softener. Use as a softener. Furthermore, the above rubber-containing petroleum softener is heated to a temperature of 130~
The mixture is heated to 180°C, and a predetermined amount of EVA is added and dissolved to obtain the recycled pavement additive composition of the present invention. By using the present invention thus obtained in a central plant system, on-road system, etc., a recycled asphalt mixture can be produced. Incidentally, an anti-peeling agent or the like may be added if necessary. Examples of the present invention will be described in detail below. First, in the first example, an ethylene-vinyl acetate copolymer resin (containing 28% vinyl acetate in solid content) was added to 100 parts by weight of a petroleum softener heated and melted at a temperature of 140 to 160°C. ) was added, stirred until homogeneous and dissolved, then 17 parts by weight of chloroprene rubber latex (converted to solid content) was added, stirred to remove moisture, and stirred and dissolved until homogeneous. Thus, a pavement recycling additive composition according to the present invention is obtained. In this invention, when 10 parts by weight of the recycled pavement additive composition of the present invention is added and mixed with 100 parts by weight of aged asphalt extracted from a waste asphalt mixture, the properties shown in Table 1 below are obtained. It will be done. In the comparative example shown in Table 1, 15 parts by weight of mineral oil-based aromatic oil was added and mixed with 100 parts by weight of aged asphalt extracted from a waste asphalt mixture. In the second example, ethylene vinyl acetate copolymer resin (vinyl acetate in solid content
Contains 28%. ), stir until homogeneous and dissolve, then add styrene-isoprene copolymer rubber latex (45% solids, containing 70% isoprene in the solids). The recycled additive composition for pavement according to the present invention is obtained by adding 12 parts by weight of the mixture and stirring to remove moisture, and stirring and dissolving until uniform. In the present invention, when 11 parts by weight of the reclaimed pavement additive composition of the present invention is added to 100 parts by weight of aged asphalt extracted from a waste asphalt mixture and mixed, the properties shown in Table 1 below are obtained. In the third example, ethylene vinyl acetate copolymer resin (vinyl acetate in the solid content
Add 40 parts by weight of styrene-butadiene copolymer rubber latex (containing 28%), stir until homogeneous and dissolve, then add 10 parts by weight of styrene-butadiene copolymer rubber latex (converted to solid content), stir, remove moisture, and dissolve until homogeneous. By stirring and dissolving the mixture until the mixture is dissolved, the reclaimed pavement additive composition according to the present invention is obtained. In the present invention, when 13 parts by weight of the reclaimed pavement additive composition of the present invention is added to 100 parts by weight of aged asphalt extracted from a waste asphalt mixture and mixed, the properties shown in Table 1 below are obtained.

【表】 上記した如く、本発明に係る舗装用再生添加組
成物によれば、EVA100重量部に対してゴム20〜
100重量部となる比率で両者の合計量が石油系軟
化剤100重量部に対して1〜30重量部にしたこと
によつて、本発明を再生添加剤として廃材に用い
ると、廃材にマルテン留分が充分に加えられ、老
化したアスフアルトをもとの化学組成成分に近い
状態に復元すると共に、EVAとゴムを添加する
ことにより耐久性粘度の増加及び粘着性に富む様
になる為、流動、脆化及び摩耗に対して極めて大
きな抵抗力を示し、安全でかつ円滑な交通路を形
成することができる。 更に、廃材に対して多量の本発明を必要としな
い為、廃材の再生率がよいという有意義な効果を
発揮する。
[Table] As mentioned above, according to the reclaimed pavement additive composition of the present invention, 20 to 20 parts of rubber per 100 parts by weight of EVA
By setting the total amount of both to 1 to 30 parts by weight per 100 parts by weight of the petroleum-based softener at a ratio of 100 parts by weight, when the present invention is used as a recycling additive for waste wood, malten residue is added to the waste wood. The addition of EVA and rubber restores the aged asphalt to a state close to its original chemical composition, and the addition of EVA and rubber increases the durable viscosity and makes it highly adhesive, resulting in fluidity and It exhibits extremely high resistance to embrittlement and abrasion, and can form safe and smooth traffic roads. Furthermore, since a large amount of the present invention is not required for waste materials, a significant effect is achieved in that the recycling rate of waste materials is high.

Claims (1)

【特許請求の範囲】[Claims] 1 エチレン・酢酸ビニル共重合物100重量部に
対してゴムが20から100重量部となる比率で用意
し、パラフイン系軟化剤、ナフテン系軟化剤及び
芳香族系軟化剤のうちの一種もしくは二種以上を
混合した石油系軟化剤を90℃から160℃に加熱し
て溶融し、この石油系軟化剤100重量部に対して
ゴムを上記の割合で徐々に添加して加熱しながら
撹拌して混合し、このゴム入りの石油系軟化剤を
130℃から180℃に加熱し、これに上記の割合でエ
チレン・酢酸ビニル共重合物を溶解させ、全体と
して石油系軟化剤100重量部に対してエチレン・
酢酸ビニル共重合物とゴムの合計量が1から30重
量部となるようにした舗装用再生添加組成物の製
造方法。
1 Prepare the rubber at a ratio of 20 to 100 parts by weight per 100 parts by weight of the ethylene/vinyl acetate copolymer, and use one or two of paraffinic softeners, naphthenic softeners, and aromatic softeners. The petroleum softener mixed with the above is heated from 90°C to 160°C to melt it, and the rubber is gradually added at the above ratio to 100 parts by weight of this petroleum softener and mixed by stirring while heating. Then, use this rubber-containing petroleum softener.
Heating from 130°C to 180°C, ethylene/vinyl acetate copolymer was dissolved in it at the above ratio, and as a whole, ethylene/vinyl acetate copolymer was added to 100 parts by weight of petroleum softener.
A method for producing a reclaimed pavement additive composition in which the total amount of vinyl acetate copolymer and rubber is 1 to 30 parts by weight.
JP6885482A 1982-04-26 1982-04-26 Regenerated additive composition for pavement Granted JPS58201847A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6885482A JPS58201847A (en) 1982-04-26 1982-04-26 Regenerated additive composition for pavement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6885482A JPS58201847A (en) 1982-04-26 1982-04-26 Regenerated additive composition for pavement

Publications (2)

Publication Number Publication Date
JPS58201847A JPS58201847A (en) 1983-11-24
JPS639552B2 true JPS639552B2 (en) 1988-02-29

Family

ID=13385669

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6885482A Granted JPS58201847A (en) 1982-04-26 1982-04-26 Regenerated additive composition for pavement

Country Status (1)

Country Link
JP (1) JPS58201847A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0313603A (en) * 1989-06-12 1991-01-22 Bridgestone Corp Asphalt paving composite

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50155527A (en) * 1974-06-07 1975-12-15
PL101436B1 (en) * 1975-01-19 1978-12-30 METHOD OF MAKING MODIFIED ROAD ASPHALT
JPS5949386B2 (en) * 1977-02-04 1984-12-03 宇部興産株式会社 Tiling method
FR2429241A1 (en) * 1978-06-21 1980-01-18 Elf Union PROCESS FOR THE PREPARATION OF BITUMINOUS COMPOSITIONS USING A MOTHER SOLUTION CONTAINING POLYMERS AND SULFUR

Also Published As

Publication number Publication date
JPS58201847A (en) 1983-11-24

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