JPH0442423B2 - - Google Patents

Info

Publication number
JPH0442423B2
JPH0442423B2 JP59054467A JP5446784A JPH0442423B2 JP H0442423 B2 JPH0442423 B2 JP H0442423B2 JP 59054467 A JP59054467 A JP 59054467A JP 5446784 A JP5446784 A JP 5446784A JP H0442423 B2 JPH0442423 B2 JP H0442423B2
Authority
JP
Japan
Prior art keywords
weight
emulsion
parts
asphalt
recycled
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 - Lifetime
Application number
JP59054467A
Other languages
Japanese (ja)
Other versions
JPS60199058A (en
Inventor
Kentaro Shiojiri
Saburo Wakizaka
Hiroshi Hayasaka
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 JP5446784A priority Critical patent/JPS60199058A/en
Publication of JPS60199058A publication Critical patent/JPS60199058A/en
Publication of JPH0442423B2 publication Critical patent/JPH0442423B2/ja
Granted legal-status Critical Current

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  • Road Paving Structures (AREA)
  • Compositions Of Macromolecular Compounds (AREA)

Description

【発明の詳細な説明】 本発明は、高級舗装、簡易舗装、橋面舗装およ
び空港舗装等を対象とする再生アスフアルト混合
物の舗装用乳剤型改質再生添加組成物に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an emulsion-type modified recycled additive composition for paving recycled asphalt mixtures intended for high-grade pavements, simple pavements, bridge pavements, airport pavements, and the like.

近年、省資源化および省エネルギー化に伴なつ
て老化したり不用となつたりした廃材のアスフア
ルト混合物のリサイクリング化が行なわれてい
る。
BACKGROUND ART In recent years, with resource and energy conservation efforts, asphalt mixtures from aged or unused waste materials have been recycled.

老化した舗装廃材であるアスフアルト混合物中
のアスフアルトは、その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
分および飽和留分からなるものをいう。)が酸化
あるいは重合されてアスフアルテン(n−ペンタ
ン不溶分を云う。)に移行することにより、化学
組成的に原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ことになる。これが原因でア
スフアルト混合物の物性が悪くなつたり応力緩和
性能等が低下することになる。そのために、マル
テン留分に近い物性を有する再生添加材をアスフ
アルト混合物に対して添加することによつて、も
との原アスフアルトの物性に近付けて回復再生を
している。
The asphalt in the asphalt mixture, which is aged pavement waste, is produced by oxidation or polymerization of the maltene fraction (consisting of n-pentane-soluble polar fraction, aromatic fraction, and saturated fraction) in the asphalt. As a result, the maltene fraction is relatively insufficient in terms of chemical composition compared to the original asphalt. This causes the physical properties of the asphalt mixture to deteriorate and the stress relaxation performance to deteriorate. To this end, by adding to the asphalt mixture a regenerating additive that has physical properties close to those of the maltene fraction, the asphalt mixture is restored and regenerated to bring the physical properties close to those of the original asphalt.

アスフアルト混合物を対象とする再生には大き
くわ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
に廃材アスフアルト混合物を集積してから、破砕
設備や熱解砕によりほぐして分級したもの単独も
しくは新しい骨材、ストレートアスフアルト及び
再生添加材等の補足材料を添加して混合する。
There are two main types of regeneration for asphalt mixtures: 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 the waste asphalt mixture is accumulated in a stockyard, and then it is loosened and classified by crushing equipment or thermal crushing, either alone or as new aggregate, Add and mix straight asphalt and supplementary materials such as recycled additives.

また、路上方式は、現場に於て既設舗装のアス
フアルト混合物の一部または全部を切削し、該切
削廃材単独もしくは不足している骨材、ストレト
トアスフアルト、アスフアルト混合物及び再生添
加材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。
In addition, in the on-road method, part or all of the asphalt mixture of the existing pavement is cut on site, and the cutting waste alone or supplementary materials such as aggregate, straight asphalt, asphalt mixture, and recycled additives are used. is added and mixed, and the mixture is spread and compacted.

しかしながら、このようなに再生添加材を用い
る中央プラント方式や路上方式にあつては、再生
アスフアルト混合物を製造する際に補足材料であ
る再生添加材を、加熱溶解してノズルを介して散
布可能な粘度並びに骨材との皮膜可能な粘度まで
低下させてから使用するため、補足材料の加熱に
費やす燃料と工程が余分にかかる欠点がある。
However, in the case of such a central plant method or roadside method that uses recycled additives, the recycled additives, which are supplementary materials when producing recycled asphalt mixtures, can be melted by heating and sprayed through a nozzle. Since the viscosity is lowered to a viscosity that can form a film with the aggregate before use, there is a disadvantage that extra fuel and steps are required to heat the supplementary material.

また、このよう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ために、マルテン留分が
主体である再生添加材を上記中央プラント方式あ
るいは路上方式において添加すると、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像
がおこり易くなると共に低温時に摩耗現象がおこ
り易くなる。したがつて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
合物に比べて自動車の通行による繰返し荷重を受
けると、路面に流動変形現象や摩耗現象等が起
り、平坦な路面形態を長時間維持することが難し
い欠点がある。
In addition, in order to regenerate aged asphalt mixtures having such physical properties, if a regeneration additive mainly consisting of maltene fraction is added in the above-mentioned central plant method or on-the-road method, the asphalt mixtures will flow more easily at high temperatures than new asphalt mixtures. Deformation development is more likely to occur and abrasion phenomena are more likely to occur at low temperatures. Therefore, when a recycled asphalt mixture containing recycled additives is used as an asphalt mixture for paving, it is more likely than ordinary asphalt mixtures to cause flow deformation and abrasion phenomena on the road surface when subjected to repeated loads from automobile traffic. The drawback is that it is difficult to maintain a flat road surface for a long time.

本発明は、上記した欠点を解決するもので、廃
材であるアスフアルト混合物の老化程度にかかわ
らず広い適用範囲を有すると共に再生アスフアル
ト混合物を製造するに際して補足材料である再生
添加材を加熱することなく常温で使用できる舗装
用乳剤型改質再生添加組成物を提供することを目
的とする。
The present invention solves the above-mentioned drawbacks, and has a wide range of applicability regardless of the degree of aging of the waste asphalt mixture. In addition, when producing a recycled asphalt mixture, the recycled additive material, which is a supplementary material, can be kept at room temperature without heating. The object of the present invention is to provide an emulsion-type modified regenerating additive composition for pavement use.

本発明はこの目的を達成するために、石油系軟
化剤に樹脂を添加した後、乳化液を用いて乳化し
て舗装用乳剤型改質再生添加組成物としたことを
特徴とする。
In order to achieve this object, the present invention is characterized in that a resin is added to a petroleum softener and then emulsified using an emulsion liquid to obtain an emulsion-type modified recycled additive composition for pavement.

以下に本発明にかかる舗装用乳剤型改質再生添
加組成物について説明する。
The emulsion-type modified recycled additive composition for pavement according to the present invention will be explained below.

本発明は乳化に用いる乳化剤の種類により異な
り、アニオンタイプの石油系軟化剤乳剤、ノニオ
ンタイプの石油系軟化剤乳剤、カチオンタイプの
石油系軟化剤乳剤及びクレイタイプの石油系軟化
剤乳剤等となる石油系軟化剤を水中に乳化させて
造られる水中油適型乳剤である。
The present invention varies depending on the type of emulsifier used for emulsification, and includes anionic type petroleum softener emulsion, nonionic type petroleum softener emulsion, cationic type petroleum softener emulsion, clay type petroleum softener emulsion, etc. It is an oil-in-water emulsion made by emulsifying a petroleum softener in water.

先ず、本発明の主成物である石油系軟化剤は、
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類される
が、本発明にはこれら全部が使用できる。
First, the petroleum softener which is the main ingredient of the present invention is:
Distillate oil is 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 are classified into paraffinic softeners, naphthenic softeners, and aromatic softeners depending on the treatment process and formulation, but all of these can be used in the present invention.

尚、石油系軟化剤中でもアスフアルト中のマル
テン留分に近い化学組成成分のものを使用するこ
とが好ましい。
Among petroleum-based softeners, it is preferable to use one having a chemical composition close to that of the maltene fraction in asphalt.

樹脂は、天然樹脂または各種合成樹脂を単独或
いは併用の形で用いる。その性状は固形またはラ
テツクスタイプのもののどちらでもよく、例え
ば、天然樹脂、石油樹脂、それらの変性樹脂、ポ
リ酢酸ビニル、エチレン・酢酸ビニル共重合物、
酢酸ビニル・アクリレート共重合物、酢酸ビニ
ル・カルボン酸ビニルエステル共重合物、ポリア
クリレート、エチレン・アクリレート共重合物、
ポリスチレン、スチレン・アクリレート共重合
物、塩化ビニル・酢酸ビニル共重合物、ポリ塩化
ビニル、ポリ塩化ビニリデン、塩化ビニリデン・
塩化ビニル共重合物、アルキド樹脂,マレイン酸
エステル・酢酸ビニル共重合物等を用いる。
As the resin, natural resins or various synthetic resins may be used alone or in combination. Its properties may be either solid or latex type, such as natural resins, petroleum resins, modified resins thereof, polyvinyl acetate, ethylene/vinyl acetate copolymers,
Vinyl acetate/acrylate copolymer, vinyl acetate/carboxylic acid vinyl ester copolymer, polyacrylate, ethylene/acrylate copolymer,
Polystyrene, styrene/acrylate copolymer, vinyl chloride/vinyl acetate copolymer, polyvinyl chloride, polyvinylidene chloride, vinylidene chloride/
Vinyl chloride copolymer, alkyd resin, maleate ester/vinyl acetate copolymer, etc. are used.

乳化に用いる乳化剤には、アニオン系界面活性
剤、ノニオン系界面活性剤、カチオン系界面活性
剤、両性界面活性剤、ベントナイト及び乳化助剤
があり、それらを単体或いは2種以上で水溶液
100重量部に対して0.2〜5.0重量部加えることに
より、乳化液として、その他にアルカリ、酸、塩
及び保護コロイド剤を添加する。
Emulsifiers used for emulsification include anionic surfactants, nonionic surfactants, cationic surfactants, amphoteric surfactants, bentonite, and emulsifying aids.
By adding 0.2 to 5.0 parts by weight per 100 parts by weight, an alkali, an acid, a salt, and a protective colloid agent are also added as an emulsified liquid.

尚、乳化剤使用量が0.2重量部未満では、乳化
して得られる舗装用乳剤再生添加組成物の乳化安
定性が悪くなる為、均質で長期間安定性がよい乳
剤を得ることが困難である。また、乳化剤使用量
が5.0重量部より多い場合には、経済的な不利益
となると共に、常温で使用した場合非常に乳剤が
安定する為、還元石油系軟化剤を得るのに養生時
間が長くなる欠点がある。
If the amount of emulsifier used is less than 0.2 parts by weight, the emulsion stability of the paving emulsion regenerating additive composition obtained by emulsification will deteriorate, making it difficult to obtain a homogeneous emulsion with good long-term stability. In addition, if the amount of emulsifier used is more than 5.0 parts by weight, it will be an economic disadvantage and the emulsion will be very stable when used at room temperature, so it will take a long curing time to obtain a reduced petroleum softener. There is a drawback.

本発明の組成物は、次のようにして得る。 The composition of the present invention can be obtained as follows.

加熱溶融した所定量の石油系軟化剤に対して所
定量の固形タイプまたはラテツクスタイプの樹脂
を徐々に添加し、攪拌を続けながら加熱溶解させ
たものを乳化液を用いて乳化する方法と、乳化液
にラテツクスタイプの樹脂を添加して石油系軟化
剤とで乳化する方法がある。
A method of gradually adding a predetermined amount of solid type or latex type resin to a predetermined amount of heated and melted petroleum softener, and emulsifying the heated and dissolved resin using an emulsifying liquid while continuing to stir; There is a method of adding a latex type resin to an emulsion and emulsifying it with a petroleum softener.

次に、本発明の実施例を説明する。 Next, examples of the present invention will be described.

第1実施例 水道水100重量部に対し、カチオン系乳化剤例
えば脂肪ジアミン1重量部、濃塩酸0.3重量部お
よび塩化カルシウム0.5重量部を添加し、攪拌溶
解したカチオン系乳化液を約55℃まで加熱して得
られる乳化液と、温度140〜160℃に加熱溶融した
石油系軟化剤140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10重量部加え均一になるまで攪
拌して溶解させたものをハレル型ホモジナイザー
に導入することによつて本発明のカチオン系の舗
装用乳剤型改質再生添加組成物を得る。
First Example To 100 parts by weight of tap water, 1 part by weight of a cationic emulsifier such as fatty diamine, 0.3 parts by weight of concentrated hydrochloric acid, and 0.5 parts by weight of calcium chloride were added, stirred and dissolved, and the cationic emulsion was heated to about 55°C. The emulsion obtained by
The cationic paving emulsion-type modified recycled additive composition of the present invention is obtained by adding 10 parts by weight of 10 parts by weight of the mixture and stirring until homogeneous, and introducing the resulting mixture into a Harrell type homogenizer.

第2実施例 水道水100重量部に対してアニオン系乳化剤例
えば牛脂カルボン酸セツケン1.5重量部および苛
性ソーダ0.45重量部を添加し、攪拌溶解したアニ
オン系乳化液を約60℃まで加熱して得られた乳化
液と、温度140〜160℃に加熱溶融した石油系軟化
剤140重量部に対して、エチレン・エチルアクリ
レート共重合体樹脂を10重量部加え、均一になる
まで攪拌・溶解させたものをハレル型ホモジナイ
ザーに導入して乳化することによつて、本発明の
アニオン系の舗装用乳剤型改質再生添加組成物を
得る。
Second Example An anionic emulsifier such as 1.5 parts by weight of beef tallow carboxylate and 0.45 parts by weight of caustic soda was added to 100 parts by weight of tap water, and the anionic emulsion was stirred and dissolved and heated to about 60°C. Add 10 parts by weight of ethylene/ethyl acrylate copolymer resin to the emulsion and 140 parts by weight of petroleum softener heated and melted at a temperature of 140 to 160°C, stir and dissolve until homogeneous. By introducing the mixture into a mold homogenizer and emulsifying it, the anionic emulsion-type paving emulsion-type modified reclaimed additive composition of the present invention is obtained.

第3実施例 水道水100重量部に対しノニオン系乳化剤例え
ばPOEベンジルスルホネート3.0重量部および塩
化カルシウム0.3重量部を添加し、攪拌溶解した
ノニオン系乳化液を約50℃まで加熱して得られる
乳化液と、温度140〜160℃に加熱溶解した石油系
軟化剤140重量部に対して、酢酸ビニル、アクリ
レート共重合体8重量部を加えて均一になるまで
攪拌、溶解させたものをハレル型ホモジナイザー
に導入して乳化することによつて、本発明のノニ
オン系の舗装用乳剤型改質再生添加組成物を得
る。
Third Example An emulsion obtained by adding a nonionic emulsifier such as 3.0 parts by weight of POE benzyl sulfonate and 0.3 parts by weight of calcium chloride to 100 parts by weight of tap water, stirring and dissolving the nonionic emulsion and heating it to about 50°C. Then, 8 parts by weight of vinyl acetate and acrylate copolymer were added to 140 parts by weight of petroleum softener heated and dissolved at a temperature of 140 to 160°C, stirred until uniform, and dissolved in a Harrell type homogenizer. By introducing and emulsifying, the nonionic pavement emulsion-type modified reclaimed additive composition of the present invention is obtained.

以上説明した如く、本発明によると、改質再生
添加組成物を乳化したことにより、ノズルを介し
て散布可能な粘度および骨材に皮膜可能な粘度に
するための加熱を施すことが無くなり、その結果
工程が大変に短縮されて施工時間を短くすること
ができ、しかも燃料を全く必要としなくなる効果
を有する。
As explained above, according to the present invention, by emulsifying the modified regenerating additive composition, it is no longer necessary to heat the modified regenerating additive composition to obtain a viscosity that can be sprayed through a nozzle and a viscosity that can be coated on aggregate. As a result, the process is greatly shortened, the construction time can be shortened, and fuel is not required at all.

さらに、本発明によるとマルテン留分が主体の
改質再生添加組成物と異なり、自動車の繰返し荷
重がかかつても、新しいアスフアルト混合物と同
様に流動変形現象が起りにくく、しかも摩擦現象
も起りにくいために平坦な路面状態を長期間に亘
つて維持することができる効果を有する。
Furthermore, according to the present invention, unlike a modified recycled additive composition mainly composed of maltene fraction, even under repeated automobile loads, the flow deformation phenomenon is less likely to occur, similar to a new asphalt mixture, and the friction phenomenon is also less likely to occur. This has the effect of maintaining a flat road surface for a long period of time.

Claims (1)

【特許請求の範囲】[Claims] 1 140〜160℃に加熱溶解した石油系軟化剤100
重量部に対してエチレン酢酸ビニル共重合体樹
脂、エチレン・エチルアクリレート共重合体樹脂
または酢酸ビニル・アクリレート共重合体樹脂か
ら成る樹脂を1〜30重量部添加して溶解させ、こ
の溶解させたもの60重量部を約150℃にした後、
50〜60℃の乳化液40重量部で乳化することを特徴
とする舗装用乳剤型改質再生添加組成物の製造方
法。
1 Petroleum-based softener 100 heated and dissolved at 140-160℃
Add and dissolve 1 to 30 parts by weight of a resin consisting of ethylene vinyl acetate copolymer resin, ethylene/ethyl acrylate copolymer resin, or vinyl acetate/acrylate copolymer resin based on the weight part, and dissolve the resulting product. After heating 60 parts by weight to approximately 150°C,
1. A method for producing an emulsion-type modified recycled additive composition for pavement use, which comprises emulsifying with 40 parts by weight of an emulsion liquid at 50 to 60°C.
JP5446784A 1984-03-23 1984-03-23 Emulsion-type modified reclaimed additive composition Granted JPS60199058A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5446784A JPS60199058A (en) 1984-03-23 1984-03-23 Emulsion-type modified reclaimed additive composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5446784A JPS60199058A (en) 1984-03-23 1984-03-23 Emulsion-type modified reclaimed additive composition

Publications (2)

Publication Number Publication Date
JPS60199058A JPS60199058A (en) 1985-10-08
JPH0442423B2 true JPH0442423B2 (en) 1992-07-13

Family

ID=12971470

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5446784A Granted JPS60199058A (en) 1984-03-23 1984-03-23 Emulsion-type modified reclaimed additive composition

Country Status (1)

Country Link
JP (1) JPS60199058A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103013144B (en) * 2012-12-24 2015-01-07 中交第一公路勘察设计研究院有限公司 In-situ warm-mixing regenerant for bituminous pavement, preparation method and construction method of in-situ warm-mixing regenerant
CN106497100B (en) * 2016-10-31 2018-10-02 南京高佳路桥工程有限公司 The emulsification method of bitumen regenerant
CN113025065B (en) * 2021-02-01 2022-03-11 河海大学 Emulsifying regenerant with construction workability and preparation method thereof

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58204205A (en) * 1982-04-26 1983-11-28 東亜道路工業株式会社 Regeneration and additive composition for pavement
JPS58219260A (en) * 1982-06-14 1983-12-20 Toa Doro Kogyo Kk Emulsion composition for adding to regenerated paving material

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58204205A (en) * 1982-04-26 1983-11-28 東亜道路工業株式会社 Regeneration and additive composition for pavement
JPS58219260A (en) * 1982-06-14 1983-12-20 Toa Doro Kogyo Kk Emulsion composition for adding to regenerated paving material

Also Published As

Publication number Publication date
JPS60199058A (en) 1985-10-08

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