JPS58219261A - Cutback-type composition for adding to regenerated paving material - Google Patents
Cutback-type composition for adding to regenerated paving materialInfo
- Publication number
- JPS58219261A JPS58219261A JP10075782A JP10075782A JPS58219261A JP S58219261 A JPS58219261 A JP S58219261A JP 10075782 A JP10075782 A JP 10075782A JP 10075782 A JP10075782 A JP 10075782A JP S58219261 A JPS58219261 A JP S58219261A
- Authority
- JP
- Japan
- Prior art keywords
- petroleum
- parts
- asphalt
- mixture
- weight
- 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.)
- Granted
Links
Landscapes
- Compositions Of Macromolecular Compounds (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は、高級舗装、簡易舗装、橋面舗装及び空港舗装
等を対象とする再生アスファルト混合物の舗装用カット
バック型再生添加糾成物に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a cutback type recycled additive compact for paving recycled asphalt mixtures intended for high-grade pavements, simple pavements, bridge pavements, airport pavements, and the like.
近年、省資源及び省エネルギーの気運に伴って老化した
りまたは不要となった廃材のアスファルト混合物のリサ
イクリング化が見直されている。In recent years, with the trend toward resource and energy conservation, recycling of aged or unnecessary waste asphalt mixtures has been reconsidered.
既設の老化した舗装廃材であるアスファルト混合物中の
アスファルトは、そのアスファ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。)が酸化或いは賞金されてアスフ
ァルトン(n−ペンタン不溶分を指す。)に移行するこ
とにより、化学組成的に原アスファ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よって、アスファル
ト混合物の物性が悪くなったり応力緩和性能等が低下す
るととになる。その為に、マルテン留分に近い物性を有
する再生添加材をアスファルト混合物に対して添加する
ことによって、もとの原アスファルトの物性に近付けて
回復再生している。The asphalt in the asphalt mixture, which is old pavement waste from existing construction, contains maltene fraction (
Refers to a substance consisting of a polar fraction, an aromatic fraction, and a saturated fraction that are soluble in n-pentane. ) is oxidized or converted to asphaltone (insoluble matter in n-pentane), and as a result, the maltene fraction in the asphalt mixture becomes relatively insufficient compared to the original asphalt in terms of chemical composition. This may result in deterioration of physical properties or deterioration of stress relaxation performance. Therefore, by adding a regenerating additive material having physical properties close to those of the maltene fraction to the asphalt mixture, the asphalt can be recovered and regenerated to have physical properties close to those of the original asphalt.
アスファルト混合物を対象とする再生には大きく分けて
中央プラント方式と路上方式とがある。There are two main types of regeneration for asphalt mixtures: central plant methods and on-road methods.
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って、ストックヤードに廃材アスフ
ァルト混合物を集積してから、破砕設備や熱解砕によシ
はぐして分級したもの単独もしくは新しい骨材、ストレ
ートアスファルト及び再生添加材等の補足材料を添加し
て混合する。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, then shredded by crushing equipment or thermal crushing, and classified. Add and mix supplementary materials such as new aggregate, straight asphalt and recycled additives.
また、路上方式は、現場に於て既設舗装のアスファルト
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、ストレードアスフアルド、アス
ファ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, the on-road method involves cutting part or all of the asphalt mixture from the existing pavement on site, and supplementing the cutting waste alone or with missing aggregate, strained asphalt, asphalt mixture, recycled additives, etc. The materials are added, mixed, and then laid and compacted.
しかしながら、この様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っては、再生アスファルト混合物
を製造する際、補足材料であるストレートアスファルト
や再生添加材等を、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
から使用する為、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 central plant method and on-road method that use recycled additives, when producing a recycled asphalt mixture, supplementary materials such as straight asphalt and recycled additives are heated and melted and passed through a nozzle. Since it is used after its viscosity has been reduced to a level that allows it to be spread and to form a film with aggregate, it has the drawback of requiring extra fuel and processes to heat the supplementary material.
本発明は、上記した欠点を解決する為になされたもので
あシ、その目的は、廃材であるアスファルト混合物の老
化程度にかかわらず広い適用範囲に使用できると共に、
再生アスファルト混合物を製造する際、補足材料である
再生添加材を加熱しなりで常温で使用できる舗装用カッ
トバック型再生添加組成物を提供することにある。The present invention was made to solve the above-mentioned drawbacks, and its purpose is to be able to be used in a wide range of applications regardless of the degree of aging of the asphalt mixture, which is waste material, and to
An object of the present invention is to provide a cutback type recycled additive composition for paving that can be used at room temperature by heating and bending the recycled additive as a supplementary material when producing a recycled asphalt mixture.
上記した目的を達成する為、本発明は、石油系軟化剤1
00重量部に対して石油系溶剤3〜50重量部、ハロゲ
ン化炭化水素0〜50重量部及び少量の界面活性剤を加
えて混合することを特徴とする。In order to achieve the above object, the present invention provides a petroleum-based softener 1
It is characterized by adding and mixing 3 to 50 parts by weight of a petroleum solvent, 0 to 50 parts by weight of a halogenated hydrocarbon, and a small amount of a surfactant to 00 parts by weight.
以下、本発明に係る舗装用カットバック型再生添加組成
物について説明すると、本発明は次の石油系軟化剤2石
油系溶剤、ノ・ロダン化炭化水素系溶剤及び界面活性剤
の4成分を桐材とする。The cutback type reclaimed additive composition for pavement according to the present invention will be explained below. Use as wood.
1 石油系軟化剤は、原油から常圧蒸留塔によシ低沸点
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ィン系軟化剤、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。1 Petroleum-based softeners are distilled oils obtained by separating low-boiling fractions from crude oil through an atmospheric distillation column, and distilling the heavy crude oil remaining at the bottom of the atmospheric distillation column under reduced pressure. is the type of crude oil,
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ァ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 the petroleum softeners, it is preferable to use one having a chemical composition close to that of the maltene fraction in asphalt.
ま□た、ゴムや樹脂を添加した石油系軟化剤を使用して
もよい。Alternatively, a petroleum softener to which rubber or resin has been added may be used.
2、石油系溶剤は、石油原油の分別蒸留にょシ留出した
灯油を初めとする軽油、ナフサ並びにキジロールやドル
オール等の一般的なものを使用スることができる。2. As the petroleum solvent, common solvents such as kerosene and other light oils obtained by fractional distillation of petroleum crude oil, naphtha, kijiroll and doluol can be used.
3 ハロゲン化炭化水素系溶剤は、メチレンクロライド
、パークロルエーテル、パークロルエチレン、二塩化エ
タン、三塩化エタン、二塩化プロパンや三塩化エチレン
等の塩素系炭化水素を用いることができる。3. As the halogenated hydrocarbon solvent, chlorinated hydrocarbons such as methylene chloride, perchloroether, perchlorethylene, dichloride ethane, trichloride ethane, dichloride propane, and trichlorethylene ethylene can be used.
4、界面活性剤は、脂肪族モノアミン、脂肪族ジアミン
、脂肪族トリアミン、脂肪族アマイド。4. Surfactants include aliphatic monoamines, aliphatic diamines, aliphatic triamines, and aliphatic amides.
四級アンモニウム塩等を用いる。Use quaternary ammonium salt etc.
この様な成分からなる本発明は次の組成からなりたって
いる。即ち、石油系軟化剤10O重5量部に対して石油
系溶剤3〜50重量部、ハロゲン化炭化水素系溶剤0〜
50重量部及び少量の界面活性剤例えば(11−3重量
部を加えて混合する。The present invention, which consists of such components, consists of the following composition. That is, 3 to 50 parts by weight of petroleum solvent and 0 to 5 parts by weight of halogenated hydrocarbon solvent per 100 parts by weight of petroleum softener.
Add and mix 50 parts by weight and a small amount of surfactant, for example (11-3 parts by weight).
次に、本発明の各実施例について詳細に説明する。Next, each embodiment of the present invention will be described in detail.
先ず、第1実施例に於ては、加熱溶融した石油系芳香族
軟化剤100重量部に対し、・界面活性剤として不飽和
牛脂トリアミン0.5重量部を加えて混合し、更に12
0℃以下に冷却してから石油系溶剤として灯油20重量
部を加えて攪拌し溶解し、ハロゲン化炭化水素系溶剤と
してパークロルエチレン5重量部を加えてから十分に攪
拌して均一にすることによって、本発明に係る舗装用カ
ットバンク型再生添加組成物を得る。First, in the first example, 0.5 parts by weight of unsaturated tallow triamine as a surfactant was added and mixed to 100 parts by weight of a heated and melted petroleum aromatic softener, and then 12 parts by weight of unsaturated tallow triamine was added as a surfactant.
After cooling to below 0°C, add 20 parts by weight of kerosene as a petroleum solvent and stir to dissolve. Add 5 parts by weight of perchlorethylene as a halogenated hydrocarbon solvent and stir thoroughly to make it uniform. In this way, a cut bank type recycled additive composition for pavement according to the present invention is obtained.
そして、既設舗装の廃材である細粒度配合を有するアス
ファルト混合物を170℃の乾燥炉中で加熱し解砕した
ものと、上記舗装用カットバンク型再生添加組成物とを
混合して古筆アスファルト混合物を得る。乙の様にして
得られた再生アスファルト混合物の物性値を下記の表−
1に示す。Then, an asphalt mixture having a fine particle size composition, which is waste material from existing pavements, was heated and crushed in a drying oven at 170°C, and the above-mentioned cut bank type recycled additive composition for pavement was mixed to make an old asphalt mixture. obtain. The physical properties of the recycled asphalt mixture obtained as in Part B are shown in the table below.
Shown in 1.
第2実施例に於ては、固形分に換算して合成ゴムラテッ
クスを70係含有する加熱溶融した石油系芳香族軟化剤
ioo重量部に対し、界面活性剤として不飽和牛脂ジア
ミン0.5重量部を加え均一に溶解して120℃以下に
冷却してから、石油系溶剤としてナフサ25重量部を加
えて攪拌し溶解した後、ハロゲン化炭化水素系溶剤とし
て二塩化エタン7重量部を加えて十分に攪拌し均一にす
ることによって、本発明に係る舗装用カットバック型再
生添加組成物を得る。In the second example, 0.5 parts by weight of unsaturated tallow diamine as a surfactant was added to 100 parts by weight of a heat-melted petroleum-based aromatic softener containing 70 parts of synthetic rubber latex in terms of solid content. 25 parts by weight of naphtha as a petroleum solvent was added, stirred and dissolved, and 7 parts by weight of ethane dichloride was added as a halogenated hydrocarbon solvent. By thoroughly stirring and making the mixture uniform, the cutback type recycled additive composition for pavement according to the present invention is obtained.
そして、この舗装用カットバンク型再生添加組成物を用
いて第1実施例と同様な方法により再生アスファルト混
合物を得る。この様にして得られた再生アスファルト混
合物の物性値を下記の表−1に示す。Then, a recycled asphalt mixture is obtained in the same manner as in the first example using this cut bank type recycled additive composition for pavement. The physical properties of the recycled asphalt mixture thus obtained are shown in Table 1 below.
第3実施例に於ては、エチレン酢酸ビニル共重合樹脂を
5係含有する加熱溶融した石油系芳香族軟化剤100重
量部に対し、界面活性剤として四級アンモニウム塩0.
5重量部を加え均一に溶解して120℃以下に冷却して
から、石油系溶剤として灯油30重量部を加え攪拌して
均一にすることによって、本発明に係る舗装用カントバ
ック型再生添加組成物を得る。In the third example, 0.0 parts by weight of a quaternary ammonium salt as a surfactant was added to 100 parts by weight of a heat-melted petroleum-based aromatic softener containing 5 parts of ethylene-vinyl acetate copolymer resin.
After adding 5 parts by weight, uniformly dissolving and cooling to 120°C or below, adding 30 parts by weight of kerosene as a petroleum solvent and stirring to make it uniform, the cantback type recycled additive composition for pavement according to the present invention is prepared. get something
そして、この舗装用カットバック型再生添加組成物を用
いて第1実施例と同様な方法により再生アスファルト混
合物を得る。この様にして得られた再生アスファルト混
合物の物性値を下記の表−1に示す。Then, a recycled asphalt mixture is obtained in the same manner as in the first example using this cutback type recycled additive composition for pavement. The physical properties of the recycled asphalt mixture thus obtained are shown in Table 1 below.
尚、再生アスファルト混合物の試験方法は、昭和56年
6月13版発行のアスファルト舗装要綱による方法であ
り、その供試体は1週間室内に養生してから試験を行っ
た。また、表−1の比較例は、舗装用再生添加剤として
の石油系芳香族軟化剤を130℃まで加熱溶解した状態
で、第1実施例と同様な方法によシ廃材である細粒度配
合を有するアスファルト混合物と混合することにより得
た再生アスファルト混合物である。The test method for the recycled asphalt mixture was in accordance with the Asphalt Pavement Guidelines published June 13, 1980, and the test specimens were cured indoors for one week before testing. In addition, in the comparative example shown in Table 1, a petroleum-based aromatic softener as a pavement recycling additive was heated and dissolved to 130°C, and a fine-grained mixture of scrap wood was prepared in the same manner as in the first example. This is a recycled asphalt mixture obtained by mixing with an asphalt mixture having
表−1
上記した如く本発明に係る舗装用カントバンク型再生添
加組成物によれば、石油系軟化剤100重量部に対し、
石油系溶剤3〜50重量部、ノ・ロゲン化炭化水素系溶
剤0〜50重量部及び少量の界面活性剤を加えて混合す
ることによって、常温で使用できる本発明の舗装用カン
トバンク型再生添加組成物で再生アスファルト混合物を
得ることができる為、再生アスファルト混合物の製造工
程中或いは施工工程中に於て再生添加組成物の加熱工程
を省略でき、その設備及び燃料の節約に有意義な効果を
発揮する。Table 1 As mentioned above, according to the cant bank type recycled additive composition for pavement according to the present invention, for 100 parts by weight of petroleum softener,
By adding and mixing 3 to 50 parts by weight of a petroleum solvent, 0 to 50 parts by weight of a non-logenated hydrocarbon solvent, and a small amount of surfactant, the cant bank type recycled additive for pavement of the present invention can be used at room temperature. Since a recycled asphalt mixture can be obtained using the composition, the heating process of the recycled additive composition can be omitted during the manufacturing process of the recycled asphalt mixture or during the construction process, which has a significant effect on saving equipment and fuel. do.
また、表−1に示す各実施例と比較例との物性の比較と
からもわかる通り、廃材の再生アスファルト混合物に対
して充分にマルテン留分が加えられる為、舗装に適した
再生アスファルト混合物を得ることができる効果かあ(
ル〇
更に、舗装用カットバック型再生添加組成物内に界面活
性剤を含有している為、既設舗装のアスファルト混合物
を切削したものに対しても、また降雨等により濡れた廃
材のアスファルト混合物に対しても上記した同様の効果
を得ることができる。In addition, as can be seen from the comparison of physical properties between each example and comparative example shown in Table 1, sufficient maltene fraction is added to the reclaimed asphalt mixture from waste materials, making it possible to create a recycled asphalt mixture suitable for paving. I wonder if there are any effects that can be obtained (
In addition, since the cutback type recycled additive composition for pavement contains a surfactant, it can be applied to asphalt mixtures cut from existing pavements, as well as asphalt mixtures from waste materials that have become wet due to rain, etc. The same effect as described above can also be obtained.
特許出願人 東亜道路工業株式会社
代理人 弁理士 金 倉 喬 二手続補正書c
方式)
昭和57年10月2611
特許庁長官 若 杉 和 夫 殿
1、事件の表示
昭和57年特許願 第100757号
2、 発明の名称 舗装用カットバック型再生添加組
成物3、補正をする者
事イ1との関係 特許出願人
4、代 理 人
5、補正命令の日付 昭和57年9月28日尚、再生
アスファルト混合物のKN’N方法は、昭和56年6月
13版発行のアスファルト舗装要綱による方法であり、
その供試体は1週間室内に青虫じてから試験を行った。Patent applicant: Toa Road Industry Co., Ltd. Agent: Patent attorney: Takashi Kanekura Second procedural amendment c
Form) October 2611, 1981 Kazuo Wakasugi, Commissioner of the Patent Office1, Indication of the case: Patent Application No. 100757, filed in 19822, Title of the invention: Cutback type recycled additive composition for pavement 3, Person making the amendment Relationship with A1: Patent applicant 4, agent 5, date of amendment order: September 28, 1980. Furthermore, the KN'N method for recycled asphalt mixtures is based on the Asphalt Paving Guidelines issued on June 13, 1988. It is a method according to
The specimen was kept indoors for one week and then tested.
また、表−1の比較例は、舗装用再生添加剤としての石
油系芳香族軟化剤を130℃まで加熱′pr解した状態
で、第1実施例と同様な方法により廃材である細粒度配
合を有するアスファルト混合物と混合することにより得
た再生アスファル)4合物である。In addition, in the comparative example shown in Table 1, a petroleum-based aromatic softener as a pavement regeneration additive was heated to 130°C and then mixed with fine particles, which is waste material, in the same manner as in the first example. This is a recycled asphalt compound obtained by mixing with an asphalt mixture having
表−1Table-1
Claims (1)
〜50重量部、ノ・ロゲン化炭化水素系溶剤0〜50重
量部及び少量の界面活性剤を加えて混合することを特徴
とする舗装用カントバンク型再生添加組成物。1. 3 parts of petroleum solvent per 100 parts by weight of petroleum softener
1. A cantbank-type regenerating additive composition for pavement, which is characterized in that it is mixed with ~50 parts by weight of a halogenated hydrocarbon solvent, and a small amount of a surfactant.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10075782A JPS58219261A (en) | 1982-06-14 | 1982-06-14 | Cutback-type composition for adding to regenerated paving material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10075782A JPS58219261A (en) | 1982-06-14 | 1982-06-14 | Cutback-type composition for adding to regenerated paving material |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58219261A true JPS58219261A (en) | 1983-12-20 |
JPS6116297B2 JPS6116297B2 (en) | 1986-04-30 |
Family
ID=14282380
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10075782A Granted JPS58219261A (en) | 1982-06-14 | 1982-06-14 | Cutback-type composition for adding to regenerated paving material |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58219261A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008074919A (en) * | 2006-09-20 | 2008-04-03 | Taisei Rotec Corp | Normal temperature asphalt mixture |
CN104327521A (en) * | 2014-10-20 | 2015-02-04 | 河南省高远公路养护技术有限公司 | Old asphalt pavement normal-temperature activating and regenerating agent and preparation method thereof |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5148164A (en) * | 1974-10-22 | 1976-04-24 | Fuji Electric Co Ltd | Moorudomakisenno seizohoho |
-
1982
- 1982-06-14 JP JP10075782A patent/JPS58219261A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5148164A (en) * | 1974-10-22 | 1976-04-24 | Fuji Electric Co Ltd | Moorudomakisenno seizohoho |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008074919A (en) * | 2006-09-20 | 2008-04-03 | Taisei Rotec Corp | Normal temperature asphalt mixture |
CN104327521A (en) * | 2014-10-20 | 2015-02-04 | 河南省高远公路养护技术有限公司 | Old asphalt pavement normal-temperature activating and regenerating agent and preparation method thereof |
Also Published As
Publication number | Publication date |
---|---|
JPS6116297B2 (en) | 1986-04-30 |
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