JPH0229801B2 - HOSOGOZAINOSEIZOHOHO - Google Patents

HOSOGOZAINOSEIZOHOHO

Info

Publication number
JPH0229801B2
JPH0229801B2 JP964885A JP964885A JPH0229801B2 JP H0229801 B2 JPH0229801 B2 JP H0229801B2 JP 964885 A JP964885 A JP 964885A JP 964885 A JP964885 A JP 964885A JP H0229801 B2 JPH0229801 B2 JP H0229801B2
Authority
JP
Japan
Prior art keywords
binder
mineral oil
rubber
asphalt
paving
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
JP964885A
Other languages
Japanese (ja)
Other versions
JPS61169502A (en
Inventor
Naotake Ando
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.)
Sho Bond Corp
Original Assignee
Sho Bond Corp
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 Sho Bond Corp filed Critical Sho Bond Corp
Priority to JP964885A priority Critical patent/JPH0229801B2/en
Publication of JPS61169502A publication Critical patent/JPS61169502A/en
Publication of JPH0229801B2 publication Critical patent/JPH0229801B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

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

Description

【発明の詳細な説明】 〔発明の目的〕 (産業上の利用分野) 本発明は、道路の舗装に用いる舗装合材に関す
る。
DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Field of Industrial Application) The present invention relates to a paving mixture used for paving roads.

(従来技術と背景) 路面舗装材としてアスフアルトをバインダーと
するアスフアルトコンクリートが多用されてい
る。アスフアルトコンクリートは常温では一般に
固型であるため、百数十度から二百余度まで加熱
して用いる。しかしながら、アスフアルトコンク
リートは高温になると脆化し更には液化し安定度
が悪くなる。
(Prior Art and Background) Asphalt concrete, which uses asphalt as a binder, is widely used as a road surface paving material. Asphalt concrete is generally solid at room temperature, so it is heated to a temperature of 100-odd degrees to over 200 degrees before use. However, asphalt concrete becomes brittle and even liquefies when exposed to high temperatures, resulting in poor stability.

そこで、合材としての安定度を向上させるため
のゴムや熱可塑性樹脂等を混入した改質アスフア
ルトをバインダーとする加熱アスフアルト合材が
使用されるようになつている。この合材は、加熱
しても安定性は保てるもののアスフアルトコンク
リートの場合と同様に施工時に加熱しなければな
らず作業性に影響を与える。
Therefore, heated asphalt composite materials are now being used that use modified asphalt mixed with rubber, thermoplastic resin, etc. as a binder to improve the stability of the composite material. This composite material maintains its stability even when heated, but like asphalt concrete, it must be heated during construction, which affects workability.

一方、常温でも施工できる常温舗装合材も多用
されている。この合材はアスフアルトに界面活性
剤を用いてエマルジヨン化したアスフアルト乳
剤、また溶剤を含んだカツトバツクアスフアルト
をバインダーとするもので舗設してから水、溶剤
の揮散を待つて安定度を得るものである。しかし
ながら、この合材は水、溶剤等の溶媒を必要とす
るので安定度では数段劣り、貯蔵安定性が悪く、
用途が制限される。
On the other hand, room-temperature paving composite materials, which can be constructed at room temperature, are also widely used. This composite material uses an asphalt emulsion made by emulsifying asphalt with a surfactant, and cutback asphalt containing a solvent as a binder, and after paving, it obtains stability by waiting for the water and solvent to volatilize. be. However, this composite material requires solvents such as water and solvents, so it is several steps inferior in stability and has poor storage stability.
Usage is limited.

(発明が解決しようとする問題点) 本発明は、通常多用されている加熱アスフアル
ト合材の加熱するための作業性の不利、常温舗装
合材の溶媒を使用することによる貯蔵安定性の悪
さを除去し、加熱アスフアルト合材の優れた性質
と常温舗装合材が有する簡便な作業性とを備えた
舗装合材を提供するための舗装合材の製造方法を
提供しようとするものである。
(Problems to be Solved by the Invention) The present invention solves the disadvantages of workability due to the heating of heated asphalt mixture, which is commonly used, and the poor storage stability due to the use of a solvent for room-temperature paving mixture. The present invention aims to provide a method for producing a paving composite material that has the excellent properties of a heated asphalt composite material and the easy workability of a room-temperature paving composite material.

〔発明の構成〕[Structure of the invention]

(問題点を解決するための手段) 本発明は、その構成要件を骨材と液状アスフア
ルトにゴム及び熱可塑性樹脂を配合したバインダ
ーとを混練し、骨材にバインダーの被覆を施した
のち、バインダーの中に含まれるゴムの極性値と
差のある極性値の鉱油を混練し、バインダーの被
覆のまわりに鉱油の層を設けるようにしたことを
特徴とする舗装合材の製造方法とすることにより
問題点を解決する。
(Means for Solving the Problems) The present invention has its constituent elements, such as kneading aggregate and a binder that is a mixture of liquid asphalt with rubber and thermoplastic resin, and coating the aggregate with the binder. By kneading mineral oil with a polarity different from that of the rubber contained in the rubber, and forming a layer of mineral oil around the binder coating. Solve problems.

(作用) 本発明の構成要件である液状アスフアルトにゴ
ム及び熱可塑性樹脂を配合したバインダーは、加
熱アスフアルト合材のバインダーと同様の組成を
有する。このバインダーは粘着力がある半固型材
料であるので、このバインダーを用いた合材は固
く舗設作業をするのには常温で相当な労力を要す
る。
(Function) The binder which is a component of the present invention, which is a mixture of liquid asphalt with rubber and thermoplastic resin, has the same composition as the binder of the heated asphalt mixture. Since this binder is a semi-solid material with adhesive strength, a considerable amount of labor is required to pave the composite material using this binder firmly at room temperature.

この作業性を良好にするために鉱油が力を発揮
する。鉱油はバインダー基材のアスフアルトと相
溶性がよい。作業性を確保するためには鉱油はバ
インダーと相溶せず骨材を被覆したバインダーの
まわりにコーテイングされている状態の方が滑り
やすくて良いが、舗設して供用するにはバインダ
ーの中に取り込まれ一体化した方が安定度の面で
よい。
Mineral oil plays an important role in improving workability. Mineral oil has good compatibility with asphalt, which is the binder base material. In order to ensure workability, mineral oil is incompatible with the binder and coated around the binder coated with aggregates, which makes it easier to slip. It is better to incorporate and integrate them in terms of stability.

この両方の要求に応えるのがバインダーと鉱油
の組み合せである。
A combination of binder and mineral oil meets both of these requirements.

バインダーの中に含まれるゴムの極性値と差の
ある極性値を有する鉱油を選択して組み合せる。
極性値に差があると溶解度係数にも差があり、相
溶性が低いので、鉱油は骨材を被覆したバインダ
ーのまわりに鉱油の層を形成してバインダー内に
は溶け込みにくくなり、表層膜を形成した状態と
なるので、すべりやすく作業性が確保できる。舗
設に供する際に転圧することにより強制摩擦さ
れ、骨材一つ一つのまわりの鉱油の層は破壊され
て、鉱油はアスフアルトと相溶するので強制的に
バインダー内に取り込まれて一体となる。
Mineral oils having a polarity different from that of the rubber contained in the binder are selected and combined.
If there is a difference in polarity value, there will be a difference in solubility coefficient, and compatibility is low, so mineral oil forms a layer of mineral oil around the binder coated with aggregate, making it difficult to dissolve into the binder, and causing a surface film. Since it is in a formed state, it is easy to slip and workability can be ensured. When used for paving, compaction causes forced friction, and the mineral oil layer around each aggregate is destroyed. Mineral oil is compatible with asphalt, so it is forcibly incorporated into the binder and becomes one piece.

(実施例) つぎに本発明の実施例を説明する。(Example) Next, embodiments of the present invention will be described.

まず120℃〜130℃に加熱した骨材としての砕石
及び砂を必要量だけミキサーに投入し、更に炭酸
カルシウム等のフイラーをミキサーに投入する。
後、配合表に示すバインダーを80℃〜150℃に加
熱してミキサーに投入し、全体を混合する。この
とき骨材の表面をフイラー等に含浸したバインダ
ー層が被覆する。この後更に鉱油をミキサーに投
入して混合し、骨材の表面のバインダー被覆を鉱
油でコーテイングしてバインダー被覆のまわりに
鉱油層を形成する。
First, crushed stone and sand as aggregates heated to 120°C to 130°C are put into a mixer in the required amount, and a filler such as calcium carbonate is also put into the mixer.
After that, the binder shown in the recipe table is heated to 80°C to 150°C and put into a mixer, and the whole is mixed. At this time, the surface of the aggregate is covered with a binder layer impregnated with filler or the like. After this, mineral oil is further added to the mixer and mixed, and the binder coating on the surface of the aggregate is coated with mineral oil to form a mineral oil layer around the binder coating.

この実施例でバインダーの組成と合材としての
配合はつぎのとおりである。
In this example, the composition of the binder and the mixture as a mixture are as follows.

バインダーの組成 液状アスフアルト 60〜80部 ゴム 10〜30部 熱可塑性樹脂(石油樹脂) 10〜30部 合材の配合 道路用砕石(JIS A5001) 70〜95部 砂 0〜20部 フイラー 5〜10部 バインダー 3〜6部 鉱 油 0.3〜1部 ここで、バインダーの中に含まれるゴムと鉱油
とは極性値の差をつけて組み合される。具体的に
は極性値の高いSBR、ニトリルゴム、クロロプ
レン等のゴムは極性値が高いので極性値の低いた
とえばパラフイン基油を用い、エチレンプロピレ
ンゴム、イソブチレンイソプレンゴム、天然ゴム
等は極性値が低いので極性値の高いたとえばアロ
マ基油を用いる。
Binder composition Liquid asphalt 60-80 parts Rubber 10-30 parts Thermoplastic resin (petroleum resin) 10-30 parts Compound of road crushed stone (JIS A5001) 70-95 parts Sand 0-20 parts Filler 5-10 parts Binder: 3 to 6 parts Mineral oil: 0.3 to 1 part Here, the rubber and mineral oil contained in the binder are combined with a difference in polarity. Specifically, rubbers with high polarity such as SBR, nitrile rubber, and chloroprene have high polarity, so paraffin base oil with low polarity, such as paraffin base oil, is used, and ethylene propylene rubber, isobutylene isoprene rubber, natural rubber, etc. have low polarity. Therefore, for example, an aroma base oil with a high polarity value is used.

なお図面は本発明により製造された舗装合材の
一例を示すもので、骨材1のまわりをフイラー2
を含むバインダー3が被覆し、そのまわりに鉱油
層4を形成した舗装合材を示すものである。
The drawing shows an example of a paving composite material manufactured according to the present invention, in which a filler 2 is placed around the aggregate 1.
This shows a paving composite material coated with a binder 3 containing mineral oil and a mineral oil layer 4 formed around it.

(発明の効果) 本発明は上述のようにしてなるので、すなわ
ち、この製造方法による舗装合材は、骨材のまわ
りにバインダーの被覆が形成され、この被覆のま
わりに、この被覆を形成するバインダーの中に含
まれるゴムの極性値と差のある極性値を有する鉱
油の層を設けられてなるので、つぎの利点を有す
る。
(Effects of the Invention) Since the present invention is made as described above, that is, in the paving composite material produced by this manufacturing method, a binder coating is formed around the aggregate, and this coating is formed around this coating. Since it is provided with a mineral oil layer having a polarity different from that of the rubber contained in the binder, it has the following advantages.

バインダーの中に含まれるゴムの極性値と鉱
油の極性値に差があると、バインダーと鉱油層
の相溶性が低く、鉱油はバインダー被覆のまわ
りに表層膜を形成した状態となるので、骨材層
一つ一つがすべりやすく作業性がよい。
If there is a difference in the polarity value of the rubber contained in the binder and the polarity value of the mineral oil, the compatibility between the binder and the mineral oil layer will be low, and the mineral oil will form a surface film around the binder coating. Each layer is slippery and easy to work with.

バインダー被覆のまわりに設けられた鉱油層
は、舗設に供する際には、転圧すると強制摩擦
されて破壊され、強制的にバインダー内に取り
込まれるので常温で用いることができる。
When the mineral oil layer provided around the binder coating is used for paving, it is forcibly rubbed and destroyed by rolling pressure, and is forcibly incorporated into the binder, so it can be used at room temperature.

バインダーには熱可塑性樹脂やゴムが配合さ
れているので舗装合材としての安定度が良い。
Since the binder contains thermoplastic resin and rubber, it has good stability as a paving material.

溶媒を用いないので貯蔵安定性が良い。 Since no solvent is used, storage stability is good.

全体として加熱アスフアルト合材の優れた性
質と常温舗装合材の有する簡便性を備えてい
る。
Overall, it has the excellent properties of heated asphalt mix and the convenience of room-temperature pavement mix.

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

図面は本発明の製造方法により製造された舗装
合材の一例を示す説明図で、1は骨材、2はフイ
ラー、3はバインダー被覆、4は鉱油である。
The drawing is an explanatory diagram showing an example of a paving composite material manufactured by the manufacturing method of the present invention, in which 1 is aggregate, 2 is filler, 3 is binder coating, and 4 is mineral oil.

Claims (1)

【特許請求の範囲】[Claims] 1 骨材と液状アスフアルトにゴム及び熱可塑性
樹脂を配合したバインダーとを混練し、骨材にバ
インダーの被覆を施したのち、バインダーの中に
含まれるゴムの極性値と差のある極性値の鉱油を
混練し、バインダーの被覆のまわりに鉱油の層を
設けるようにしたことを特徴とする舗装合材の製
造方法。
1. After kneading aggregate and a binder that is a mixture of liquid asphalt with rubber and thermoplastic resin, and coating the aggregate with the binder, mineral oil with a polarity different from that of the rubber contained in the binder is mixed. 1. A method for producing a paving composite material, characterized in that a layer of mineral oil is provided around a binder coating.
JP964885A 1985-01-22 1985-01-22 HOSOGOZAINOSEIZOHOHO Expired - Lifetime JPH0229801B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP964885A JPH0229801B2 (en) 1985-01-22 1985-01-22 HOSOGOZAINOSEIZOHOHO

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP964885A JPH0229801B2 (en) 1985-01-22 1985-01-22 HOSOGOZAINOSEIZOHOHO

Publications (2)

Publication Number Publication Date
JPS61169502A JPS61169502A (en) 1986-07-31
JPH0229801B2 true JPH0229801B2 (en) 1990-07-03

Family

ID=11726032

Family Applications (1)

Application Number Title Priority Date Filing Date
JP964885A Expired - Lifetime JPH0229801B2 (en) 1985-01-22 1985-01-22 HOSOGOZAINOSEIZOHOHO

Country Status (1)

Country Link
JP (1) JPH0229801B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0656002B2 (en) * 1985-05-31 1994-07-27 日瀝化学工業株式会社 Room temperature composite material for repair and repair method of bituminous pavement using it
JPS6429508A (en) * 1987-07-24 1989-01-31 Takeo Inaba Paving material and method of paving joining section of bridge beam edge by using said material
JP6312289B2 (en) * 2013-08-07 2018-04-18 株式会社Nippo Sand for block paving

Also Published As

Publication number Publication date
JPS61169502A (en) 1986-07-31

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