JPH0585682B2 - - Google Patents

Info

Publication number
JPH0585682B2
JPH0585682B2 JP60154172A JP15417285A JPH0585682B2 JP H0585682 B2 JPH0585682 B2 JP H0585682B2 JP 60154172 A JP60154172 A JP 60154172A JP 15417285 A JP15417285 A JP 15417285A JP H0585682 B2 JPH0585682 B2 JP H0585682B2
Authority
JP
Japan
Prior art keywords
asphalt
waste material
asphalt pavement
hot water
waste
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
JP60154172A
Other languages
Japanese (ja)
Other versions
JPS6217201A (en
Inventor
Tetsuo Shibata
Seiji Michimae
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP15417285A priority Critical patent/JPS6217201A/en
Publication of JPS6217201A publication Critical patent/JPS6217201A/en
Publication of JPH0585682B2 publication Critical patent/JPH0585682B2/ja
Granted legal-status Critical Current

Links

Description

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

産業上の利用分野 この発明はアスフアルト舗装廃材の再生利用法
に関する。 近年、交通の量的な増大や質的な変化に伴つて
道路に対する社会的要請は高度化、多様化する傾
向にあり、特にアスフアルト舗装道路の損傷に対
して適切な時期に適切な維持修繕を行い、質のよ
い道路を常時提供することが極めて重要な課題と
なつている。打換え等を含むアスフアルト舗装の
維持修繕に伴い、多量のアスフアルト舗装廃材が
発生するが、これまでこれら廃材の大部分は埋立
地等に廃棄されてきた。 最近における省エネルギー、省資源、乱開発防
止の観点から、これらアスフアルト舗装廃材の適
切な再生利用法の開発が切望されている。 従来の技術 従来のアスフアルト再生利用法においては、ア
スフアルト舗装廃材は室温で機械的に粉砕する
か、或いは容器に入れて空気中で加熱してアスフ
アルトを溶融して細砕し、アスフアルトの付着し
た再生骨材の使用率30%以下にして再利用されて
きた。 発明が解決しようとする問題点 従来のアスフアルト舗装廃材の再生利用法にお
いては、アスフアルト廃材を室温そして空気中に
おいて機械的に粉砕したり、或いは容器に入れて
空気中が加熱してアスフアルトを軟化又は溶融し
細砕して、再生骨材の使用率30%以下で再利用し
ているため、機械的および熱的消費エネルギー量
が高く、且つ再生に比較的長時間を要し、従つて
高コストとなり採算がとれない等の欠点があつ
た。 問題点を解決するための手段 本発明は、上記に鑑みてなされたものであり、
機械的および熱的消費エネルギー量を減じ、再生
材の品質の向上を計り、且つ作業性を改善するた
め、アスフアルト舗装廃材をアスフアルトの軟化
点以上約30〜85℃の温水に該廃材が崩壊するのに
十分な時間浸漬させながら、温水と共にかくは
ん、振盪、等の比較的弱い外力を該廃材に加えて
アスフアルト舗装廃材を解すようにしたアスフア
ルト舗装廃材の再生利用法を提供することを目的
とする。 本発明のアスフアルト舗装廃材の再生利用法
は、アスフアルト舗装廃材をアスフアルトの軟化
点以上約30〜85℃の温水に該廃材が崩壊するのに
十分な時間浸漬させながら、温水と共にかくは
ん、振盪、等の比較的弱い外力を該廃材に加え
て、該廃材を解す工程からなることを特徴とす
る。 また、本発明のアスフアルト舗装廃材の再生利
用法は、アスフアルト舗装廃材を約30〜85℃の温
水に十分な時間浸漬させ、温水と共にかくはん又
は簡単な衝撃を加えて該廃材を解し、該解しによ
つて表面がアスフアルトで覆われ元の各骨材粒子
単位に分離されたアスフアルト被覆骨材を分級機
によつて粒度毎に分別し、該分別されたアスフア
ルト被覆骨材を用途に応じて再配合し、アスフア
ルト舗装用原材料として再利用することを特徴と
する。 作 用 アスフアルト舗装廃材は約30〜85℃の温水に浸
漬することによつて、素手でもみ解せる程極めて
容易に、表面がアスフアルトで覆われ元の各骨材
粒子単位に分離されたアスフアルト被覆骨材にす
ることができる。この温水処理と、かくはん、振
盪、等の比較的弱い外力を与えることによつて、
アスフアルト舗装廃材は各粒子単位に分離される
が、その場合アスフアルトは砂粒の周囲に付着し
た状態で分離される。そして砂粒の回りに付着し
たアスフアルト粒子の表面は水の被膜又は温度の
低下のため、他の砂粒に付着したアスフアルト粒
との間の粘着又は付着が生じることなく、アスフ
アルト舗装廃材のときほぐしが促進される。 温水中でのかくはん、振盪、等の比較的弱い外
力によつて骨材単位に戻されたアスフアルト舗装
廃材は、次に搬送機によつて分級装置に送られ、
ここでアスフアルト被覆(又は付着)骨材および
砕石(又は砂利)は粒度毎に分級されて保管され
る。そして簡易舗装、重交通路用など用途に応じ
て、それぞれの粒度配合によりそれぞれのアスフ
アルト舗装等級に利用される。 実施例 本発明によるアスフアルト舗装廃材の再生利用
法の一実施態様を以下に説明する。 第1図は本発明に使用される一連のアスフアル
ト舗装廃材再生利用装置の模式的説明図である。
打換え等によつて生じたアスフアルト舗装廃材1
は、先ずアスフアルトの軟化点以上約30〜85℃の
温度に維持された温水槽2に装入して、所定の時
間(少なくともアスフアルト舗装廃材の中心部が
温水の温度になるまで)浸漬される。この温水へ
の浸漬によつて、アスフアルト舗装廃材は素手で
ももみ解すことができる状態になる。これは、例
えばかくはん機3でアスフアルト舗装廃材1を温
水と共にかくはんすることによつて、該廃材は容
易に砕けてアスフアルト舗装下の砂利又は砕石
と、アスフアルトの付着した砂粒とに分離され
る。砂粒の回りに付着したアスフアルトの表面は
水の被膜又は温度低下により、互に隣接する砂粒
に付着したアスフアルト相互間の粘着又は付着は
生じない。上記温水槽2は、ボイラーを別に設置
して温水を循環させたり、長尺の温水槽にしてア
スフアルト舗装廃材を連続的に移送したり、或い
は槽の下から加熱する等、種々の型式の温水槽に
することができる。次の実施例は、アスフアルト
舗装廃材の崩壊(骨材分離)と温水との関係を検
討したものである。この実施例に使用した水は、
焼却炉からの温廃水であつて、その温廃水を温水
層に装入し、その温度を30℃、40℃、50℃、60
℃、70℃および80℃に調節保持した。その温廃水
は温水槽内を極めてゆつくり流動した。アスフア
ルト舗装廃材の寸法は、20mm程度の小塊と、50mm
程度の中塊と、50×300×300mmの大塊の3種類で
あつた。それらの結果を次表に示す。
INDUSTRIAL APPLICATION FIELD This invention relates to a method for recycling asphalt pavement waste. In recent years, with the quantitative increase and qualitative changes in traffic, social demands on roads have tended to become more sophisticated and diversified.In particular, it is important to carry out appropriate maintenance and repair at the appropriate time to prevent damage to asphalt-paved roads. It has become an extremely important issue to ensure that roads are properly maintained and provide high-quality roads at all times. A large amount of asphalt pavement waste is generated due to the maintenance and repair of asphalt pavement, including replacement, but until now most of this waste has been disposed of in landfills and the like. In recent years, from the viewpoints of energy conservation, resource conservation, and prevention of overexploitation, there is a strong desire to develop an appropriate recycling method for these asphalt pavement waste materials. Conventional technology In the conventional asphalt recycling method, asphalt pavement waste is mechanically crushed at room temperature, or placed in a container and heated in the air to melt and pulverize the asphalt. It has been reused with an aggregate usage rate of 30% or less. Problems to be Solved by the Invention In conventional methods of recycling asphalt pavement waste, the asphalt waste is mechanically crushed at room temperature and in the air, or placed in a container and heated in the air to soften or soften the asphalt. Because the recycled aggregate is melted and pulverized and reused with a usage rate of less than 30%, mechanical and thermal energy consumption is high, and recycling takes a relatively long time, resulting in high costs. There were drawbacks such as unprofitability. Means for Solving the Problems The present invention has been made in view of the above, and
In order to reduce mechanical and thermal energy consumption, improve the quality of recycled materials, and improve workability, asphalt pavement waste is disintegrated in hot water at a temperature of about 30 to 85 degrees Celsius above the softening point of asphalt. The purpose of the present invention is to provide a method for recycling asphalt pavement waste material, in which asphalt pavement waste material is loosened by applying a relatively weak external force such as stirring or shaking to the waste material along with warm water while soaking the waste material for a sufficient period of time. . The method for recycling asphalt pavement waste of the present invention involves stirring, shaking, etc. with hot water while immersing the asphalt pavement waste in hot water at a temperature of about 30 to 85°C above the softening point of asphalt for a sufficient time to disintegrate the waste. The method is characterized in that it consists of a step of applying a relatively weak external force to the waste material to loosen the waste material. In addition, the method for recycling asphalt pavement waste of the present invention involves immersing asphalt pavement waste in hot water of approximately 30 to 85°C for a sufficient period of time, stirring with hot water or applying a simple impact to break up the waste. The asphalt-covered aggregate whose surface is covered with asphalt and separated into each original aggregate particle unit is separated by particle size using a classifier, and the separated asphalt-covered aggregate is divided according to the purpose. It is characterized by being reformulated and reused as a raw material for asphalt pavement. Function By immersing asphalt pavement waste in hot water of about 30 to 85 degrees Celsius, the surface is covered with asphalt and the asphalt coating is separated into individual aggregate particles, which can be easily broken down with bare hands. Can be made into aggregate. By this hot water treatment and applying relatively weak external forces such as stirring and shaking,
Asphalt pavement waste is separated into individual particles, but in this case, asphalt is separated while adhering to the periphery of the sand grains. The surface of the asphalt particles attached around the sand grains is coated with water or the temperature decreases, so that asphalt particles attached to other sand particles do not stick or adhere to each other, and loosening of asphalt pavement waste is promoted. Ru. The asphalt pavement waste is returned to aggregate units by a relatively weak external force such as stirring or shaking in warm water, and is then sent to a classification device by a conveyor.
Here, asphalt-coated (or attached) aggregate and crushed stone (or gravel) are classified and stored according to particle size. Depending on the application, such as simple pavement or heavy traffic road use, each asphalt pavement grade is used according to the respective particle size composition. EXAMPLE An embodiment of the method for recycling asphalt pavement waste according to the present invention will be described below. FIG. 1 is a schematic explanatory diagram of a series of asphalt pavement waste recycling devices used in the present invention.
Asphalt pavement waste material generated from replacement etc. 1
The asphalt pavement waste is first charged into a hot water tank 2 maintained at a temperature of about 30 to 85°C above the softening point of asphalt, and immersed for a predetermined period of time (at least until the center of the asphalt pavement waste reaches the temperature of the hot water). . By immersing it in this warm water, the asphalt pavement waste becomes ready to be loosened with bare hands. For example, by stirring the asphalt pavement waste material 1 with hot water using a stirrer 3, the waste material is easily crushed and separated into gravel or crushed stone under the asphalt pavement and sand grains to which asphalt is attached. The surface of the asphalt attached around the sand grains is coated with water or the temperature is lowered, so that adhesion or adhesion between the asphalt attached to adjacent sand grains does not occur. The hot water tank 2 can be heated using various types, such as installing a separate boiler to circulate hot water, using a long hot water tank to continuously transfer asphalt pavement waste, or heating from the bottom of the tank. It can be made into an aquarium. The following example examines the relationship between the disintegration (aggregate separation) of asphalt pavement waste and hot water. The water used in this example was
Warm wastewater from an incinerator is charged into a hot water layer, and its temperature is adjusted to 30℃, 40℃, 50℃, and 60℃.
°C, 70°C and 80°C. The heated wastewater flowed extremely slowly in the hot water tank. The dimensions of asphalt pavement waste are small lumps of about 20 mm and 50 mm.
There were three types: medium-sized lumps and large lumps of 50 x 300 x 300 mm. The results are shown in the table below.

【表】 崩壊
このように、約30〜85℃の温水槽2中でかくは
んによつてほぐされた元の骨材粒子単位に戻され
たアスフアルト舗装廃材は、次に適当な搬送装置
4によつて分級装置5へ送られる。 砕石、アスフアルト付着の砂、砂、等に分解さ
れ、分級装置5に移送されたアスフアルト舗装廃
材は、ふるいによつてそれぞれ粒度毎に分別され
る。また、場合によつては砕石のみを他の構成成
分から分離する。そして分級されたアスフアルト
付着の砂、砂、砕石は粒度毎に分けて保管する。 このように、粒度毎に分別、再生されたアスフ
アルト舗装廃材は、通常の方法により所定の配合
比で脱水、昇温工程を経てアスフアルト舗装材と
して使用することができるが、これらの工程は周
知であるので省略する。この場合、新しいアスフ
アルトの添加は特に必要ないが、用途により少量
添加した方が望ましい場合もある。 発明の効果 本発明においては、アスフアルト舗装廃材を約
30〜85℃の温水でかくはん処理し、分級装置によ
つて配合成分を粒度毎に分別再生するようにした
ため、機械的および熱的に低消費エネルギーで、
且つ容易に、アスフアルト舗装廃材を100%再生
利用することができる。
[Table] Collapse
In this way, the asphalt pavement waste, which has been loosened by stirring in the hot water tank 2 at about 30 to 85°C and returned to its original aggregate particle units, is then transferred to the classification device 5 by an appropriate conveyance device 4. sent to. The asphalt pavement waste material, which has been decomposed into crushed stone, asphalt-adhered sand, sand, etc., and transferred to the classification device 5, is separated by particle size using a sieve. In some cases, only crushed stone is separated from other constituent components. The classified asphalt-adhered sand, sand, and crushed stone are stored separately by particle size. In this way, asphalt pavement waste material that has been separated and recycled according to particle size can be used as asphalt pavement material after being dehydrated and heated at a predetermined mixing ratio using normal methods, but these processes are not well known. Since there is, I will omit it. In this case, it is not particularly necessary to add new asphalt, but it may be desirable to add a small amount depending on the purpose. Effects of the invention In the present invention, asphalt pavement waste material is
It is agitated with hot water of 30 to 85 degrees Celsius, and the ingredients are separated and regenerated by particle size using a classifier, resulting in low mechanical and thermal energy consumption.
Moreover, 100% of asphalt pavement waste can be easily recycled.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明に使用される一連の装置の模式
的説明図である。
FIG. 1 is a schematic illustration of a series of devices used in the present invention.

Claims (1)

【特許請求の範囲】 1 アスフアルト舗装廃材をアスフアルトの軟化
点以上30〜85℃の温水に該廃材が崩壊するのに十
分な時間浸漬させながら、温水と共にかくはん又
は振盪、等の比較的弱い外力を該廃材に加えて、
該廃材を解す工程からなることを特徴とするアス
フアルト舗装廃材の再生利用法。 2 アスフアルト舗装廃材を30〜85℃の温水に該
廃材が崩壊するのに十分な時間浸漬させながら、
温水と共にかくはん又は振盪、等の比較的弱い外
力を該廃材に加えて該廃材を解し、該解しによつ
て表面がアスフアルトで覆われ元の各骨材粒子単
位に分離されたアスフアルト被覆骨材を分級機に
よつて粒度毎に分別し、該分別されたアスフアル
ト被覆骨材を用途に応じて再配合し、アスフアル
ト舗装用原料として再利用することを特徴とする
アスフアルト舗装廃材の再生利用法。
[Scope of Claims] 1 Asphalt pavement waste is immersed in hot water at a temperature of 30 to 85°C above the softening point of asphalt for a sufficient time to disintegrate the waste, while applying a relatively weak external force such as stirring or shaking with the hot water. In addition to the waste material,
A method for recycling asphalt pavement waste material, comprising a step of breaking up the waste material. 2. While soaking asphalt pavement waste material in hot water of 30 to 85°C for a sufficient time to disintegrate the waste material,
A relatively weak external force such as stirring or shaking with hot water is applied to the waste material to break up the waste material, and asphalt-covered bone whose surface is covered with asphalt and is separated into each original aggregate particle unit is obtained by breaking the waste material. A method for recycling asphalt pavement waste material, which comprises separating the material by particle size using a classifier, remixing the separated asphalt-coated aggregate according to the purpose, and reusing it as a raw material for asphalt pavement. .
JP15417285A 1985-07-15 1985-07-15 Method for regenerating and utilizing waste asphalt paving material Granted JPS6217201A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15417285A JPS6217201A (en) 1985-07-15 1985-07-15 Method for regenerating and utilizing waste asphalt paving material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15417285A JPS6217201A (en) 1985-07-15 1985-07-15 Method for regenerating and utilizing waste asphalt paving material

Publications (2)

Publication Number Publication Date
JPS6217201A JPS6217201A (en) 1987-01-26
JPH0585682B2 true JPH0585682B2 (en) 1993-12-08

Family

ID=15578406

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15417285A Granted JPS6217201A (en) 1985-07-15 1985-07-15 Method for regenerating and utilizing waste asphalt paving material

Country Status (1)

Country Link
JP (1) JPS6217201A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0424541U (en) * 1990-06-22 1992-02-27
US5648871A (en) * 1991-06-28 1997-07-15 Canon Kabushiki Kaisha Projection apparatus utilizing an anamorphic optical system
JP5979532B2 (en) * 2012-02-10 2016-08-24 学校法人日本大学 Asphalt-containing waste treatment method and asphalt-containing waste treatment apparatus
JP7086389B2 (en) * 2018-08-06 2022-06-20 学校法人日本大学 How to regenerate asphalt
JP7049744B2 (en) * 2018-08-31 2022-04-07 日工株式会社 Asphalt plant and its asphalt mixture manufacturing method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5132443A (en) * 1974-09-13 1976-03-19 Yuasa Battery Co Ltd SUTENRESUKONOHYOMENSHORIHO
JPS5244847A (en) * 1975-10-07 1977-04-08 Obayashi Doro Kk Method of destructing asphalttconcrete mass demolished
JPS5271519A (en) * 1975-12-12 1977-06-15 Kanno Michio Method of reclaiming waste asphalt materials and apparatus for carrying out thereof
JPS52127922A (en) * 1976-04-20 1977-10-27 Kyowa Giken Process and apparatus for regeneration of precoated aggregate

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52156752U (en) * 1976-05-24 1977-11-28

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5132443A (en) * 1974-09-13 1976-03-19 Yuasa Battery Co Ltd SUTENRESUKONOHYOMENSHORIHO
JPS5244847A (en) * 1975-10-07 1977-04-08 Obayashi Doro Kk Method of destructing asphalttconcrete mass demolished
JPS5271519A (en) * 1975-12-12 1977-06-15 Kanno Michio Method of reclaiming waste asphalt materials and apparatus for carrying out thereof
JPS52127922A (en) * 1976-04-20 1977-10-27 Kyowa Giken Process and apparatus for regeneration of precoated aggregate

Also Published As

Publication number Publication date
JPS6217201A (en) 1987-01-26

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