JP3388910B2 - Asphalt mixture mixed with elastic powder rubber - Google Patents
Asphalt mixture mixed with elastic powder rubberInfo
- Publication number
- JP3388910B2 JP3388910B2 JP24346294A JP24346294A JP3388910B2 JP 3388910 B2 JP3388910 B2 JP 3388910B2 JP 24346294 A JP24346294 A JP 24346294A JP 24346294 A JP24346294 A JP 24346294A JP 3388910 B2 JP3388910 B2 JP 3388910B2
- Authority
- JP
- Japan
- Prior art keywords
- rubber
- elastic powder
- powder rubber
- asphalt mixture
- aggregate
- 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 - Fee Related
Links
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- Compositions Of Macromolecular Compounds (AREA)
Description
【発明の詳細な説明】Detailed Description of the Invention
【0001】[0001]
【産業上の利用分野】本発明は、使用済みタイヤおよび
産業廃棄物の廃ゴムを再利用するアスファルト混合物用
骨材およびアスファルト混合物に関するものである。さ
らに詳しくは使用済みタイヤ、ベルトおよび窓枠ゴム等
の廃ゴム(以下廃ゴムという)から弾性粉末ゴムを製造
し、この表面に特定の化学処理を行い、これをアスファ
ルト混合物用骨材として再利用する技術である。使用済
みの廃ゴムの再利用は地球環境の観点から燃料として再
利用するより環境負荷の少ない再生処理品として再利用
することが検討されている。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an aggregate for asphalt mixture and an asphalt mixture for recycling waste rubber of used tires and industrial waste. More specifically, elastic powder rubber is manufactured from used rubber such as used tires, belts and window frame rubber (hereinafter referred to as “waste rubber”), and its surface is subjected to specific chemical treatment and reused as aggregate for asphalt mixture. It is a technology to do. From the viewpoint of the global environment, it is considered that the used waste rubber is reused as a recycled product that has a smaller environmental load than it is reused as a fuel.
【0002】舗装材料として適したものがあり、またそ
の処理技術があれば、その再利用は物質循環を大きく推
進し地球環境保全に大きく貢献し、限られた道路資材の
活用が大きく期待できる。そのアスファルト混合物への
骨材としての再利用は、廃ゴムを多量に処理できる。ま
た、経済性も見込めることより世界的に期待されている
再利用技術である。If there is a material suitable as a paving material and its treatment technology is available, its reuse greatly promotes material circulation and contributes greatly to global environmental conservation, and the limited use of road materials can be expected greatly. Its reuse as aggregate in the asphalt mixture can process large amounts of waste rubber. In addition, it is a recycling technology that is expected globally because it is economically feasible.
【0003】[0003]
【従来の技術】従来、道路舗装における廃ゴムの再利用
は、微粉末ゴムをアスファルトに混入しアスファルトを
改質する。また、アスファルト混合物に2〜3%の添加
材として粒状のゴムチップを混入し凍結抑制舗装として
用いられている。かかる程度では本格的な廃ゴムの再利
用としての量の消費は期待できず、より多量に廃ゴムの
消費をするためには、舗装用骨材としてアスファルト混
合物に多量に混入することが必要となる。2. Description of the Related Art Conventionally, waste rubber is reused in road pavement by mixing fine powder rubber with asphalt to modify the asphalt. Further, granular rubber chips are mixed into the asphalt mixture as an additive material of 2 to 3% and used as a freeze-suppressing pavement. At such a level, it is not possible to expect the amount of waste rubber to be consumed for reuse, and in order to consume a larger amount of waste rubber, it is necessary to mix a large amount of it into the asphalt mixture as paving aggregate. Become.
【0004】アスファルト混合物に廃ゴムの弾性粉末ゴ
ムを多量に混入した場合、衝撃吸収効果、滑り抵抗性、
耐摩耗性、走行車両の騒音低減効果は大きく期待できる
が、弾性粉末ゴムとアスファルトとの接着性が低いため
接着力の低下による合材の締め固めの不均一性が懸念さ
れ、その結果強度耐久性にも問題が生じてくるので舗装
用骨材としてはあまり使用されていない。When a large amount of waste rubber elastic powder rubber is mixed in the asphalt mixture, shock absorption effect, slip resistance,
Wear resistance and noise reduction effects of traveling vehicles can be expected to be great, but due to low adhesion between elastic powder rubber and asphalt, there is concern about uneven compaction of the mixture due to reduced adhesion, resulting in strength and durability. It is not used as a pavement aggregate because it causes a problem in its property.
【0005】[0005]
【発明が解決しようとする課題】アスファルト混合物の
骨材として要求される品質は、適当な粒度、耐摩耗性、
耐久性および滑り抵抗性等に優れ、アスファルトと混合
したとき、アスファルトとの接着性に優れていることで
ある。耐摩耗性、耐久性および滑り抵抗性は弾性粉末ゴ
ムの固有の品質であるので優れている。しかしアスファ
ルトとの接着性は低く満足するものではない。The quality required for the aggregate of the asphalt mixture depends on appropriate particle size, wear resistance, and
It has excellent durability and slip resistance, and when it is mixed with asphalt, it has excellent adhesion to asphalt. Abrasion resistance, durability and slip resistance are excellent because of the inherent qualities of elastic powder rubber. However, the adhesiveness with asphalt is low and not satisfactory.
【0006】本発明の目的は弾性粉末ゴムの形状、粒度
を特定し、その表面を特定の改質材で改質することでア
スファルトとの接着力を向上させて弾性粉末ゴムを多量
にアスファルト混合物に混入できる再生技術を提供する
ことにある。An object of the present invention is to improve the adhesive force with asphalt by specifying the shape and particle size of the elastic powder rubber and modifying the surface of the elastic powder rubber with a specific modifier to obtain a large amount of the elastic powder rubber asphalt mixture. The purpose is to provide a recycling technology that can be mixed in.
【0007】[0007]
【課題を解決するための手段】本発明者等は上記目的を
解決するため、弾性粉末ゴムとアスファルトとの接着性
を向上させるため、弾性粉末ゴムの形状、粒度および表
面を改質する改質材を種々検討し、本発明を解決した。In order to solve the above-mentioned objects, the present inventors have modified the shape, particle size and surface of elastic powder rubber in order to improve the adhesion between the elastic powder rubber and asphalt. The present invention was solved by various studies on materials.
【0008】本発明は、アスファルト混合物に混入する
弾性粉末ゴム骨材の製造方法において、弾性粉末ゴムと
メタクリル酸メチルー天然ゴムグラフトマー・ラテック
スとを攪拌混合し、軽く攪拌しながら加熱硬化して弾性
粉末ゴムの表面をメタクリル酸メチルー天然ゴムグラフ
トマーでコーティングしたアスファルト混合物用の弾性
粉末ゴム骨材を製造する方法The present invention relates to a method for producing an elastic powder rubber aggregate mixed in an asphalt mixture, in which the elastic powder rubber and methyl methacrylate-natural rubber graftmer latex are mixed by stirring and heat-cured with light stirring to obtain elasticity. Method for producing elastic powder rubber aggregate for asphalt mixture in which surface of powder rubber is coated with methyl methacrylate-natural rubber graftmer
【0009】および弾性粉末ゴムの表面をメタクリル酸
メチルー天然ゴムグラフトマーでコーティングし改質し
た弾性粉末ゴム骨材および弾性粉末ゴムの表面をメタク
リル酸メチルー天然ゴムグラフトマーでコーティングし
改質した弾性粉末ゴム骨材を混入したアスファルト混合
物である。And elastic powder rubber modified by coating the surface of elastic powder rubber with methyl methacrylate-natural rubber graftmer and elastic powder modified by coating the surface of elastic powder rubber with methyl methacrylate-natural rubber graftmer It is an asphalt mixture mixed with rubber aggregate.
【0010】本発明は、アスファルト混合物に混入する
弾性粉末ゴム骨材の製造方法において、厚さ0.5〜5
mm、粒径が3〜30mmのフレーク状(扁平状)の弾
性粉末ゴムとメタクリル酸メチルー天然ゴムグラフトマ
ー・ラテックスとを攪拌混合し、軽く攪拌しながら加熱
硬化して弾性粉末ゴムの表面をメタクリル酸メチルー天
然ゴムグラフトマーでコーティングしたアスファルト混
合物用の弾性粉末ゴム骨材を製造する方法The present invention provides a method for producing an elastic powder rubber aggregate which is mixed in an asphalt mixture, and has a thickness of 0.5-5.
mm flakes (flat shape) elastic powder rubber having a particle size of 3 to 30 mm and methyl methacrylate-natural rubber graftmer latex are stirred and mixed, and heat-cured with light stirring to methacrylic rubber surface. Method for producing elastic powdered rubber aggregate for asphalt mixture coated with methyl acid-natural rubber grafter
【0011】および厚さ0.5〜5mm、粒径が3〜3
0mmのフレーク状(扁平状)の弾性粉末ゴムの表面を
メタクリル酸メチルー天然ゴムグラフトマーでコーティ
ングし改質した弾性粉末ゴム骨材および厚さ0.5〜5
mm、粒径が3〜30mmのフレーク状(扁平状)の弾
性粉末ゴムの表面をメタクリル酸メチルー天然ゴムグラ
フトマーでコーティングし改質した弾性粉末ゴム骨材を
混入したアスフアルト混合物である。And a thickness of 0.5 to 5 mm and a particle size of 3 to 3
Elastic powder rubber aggregate obtained by coating the surface of 0 mm flaky (flat) elastic powder rubber with methyl methacrylate-natural rubber graftmer and a thickness of 0.5 to 5
It is an asphalt mixture in which an elastic powder rubber aggregate modified by coating the surface of a flaky (flat) elastic powder rubber having a diameter of 3 mm and a particle diameter of 3 to 30 mm with methyl methacrylate-natural rubber graftmer is mixed.
【0012】本発明に使用される弾性粉末ゴムは、厚さ
5mm以下のタイヤピーリィングや、厚さ5mm以下の
シート状(薄片状)の廃ゴムを粉砕して製造する。厚さ
0.5〜5mm、粒径が3〜30mmのサイズのフレー
ク状が好ましい。また、この弾性粉末ゴムを使用する
と、アスファルトの使用量が少なく、強度の大きいアス
ファルト混合物が得られる効果がある。The elastic powder rubber used in the present invention is manufactured by crushing tire peeling having a thickness of 5 mm or less and sheet-like (flake-like) waste rubber having a thickness of 5 mm or less. A flake shape having a thickness of 0.5 to 5 mm and a particle size of 3 to 30 mm is preferable. Further, when this elastic powder rubber is used, there is an effect that a small amount of asphalt is used and an asphalt mixture having high strength is obtained.
【0013】本発明に使用される弾性粉末ゴムの表面を
改質する改質材としては、メタクリル酸ー天然ゴムグラ
フトマー・ラテックスが用いられる。そのメタクリル酸
メチルー天然ゴムグラフトマー・ラテックスの使用量は
弾性粉末ゴム100重量部に対して3〜15重量部を固
形分濃度10〜50%になるように水で希釈したものが
用いられる。Methacrylic acid-natural rubber graftmer latex is used as a modifier for modifying the surface of the elastic powder rubber used in the present invention. The amount of the methyl methacrylate-natural rubber graftmer latex used is 3 to 15 parts by weight diluted with water so that the solid content concentration is 10 to 50% with respect to 100 parts by weight of the elastic powder rubber.
【0014】本発明では、タイヤトレッドの特性である
耐摩耗性、耐久性、滑り抵抗性、耐水性等を活かして再
利用するには、厚さ0.5〜5mm、粒径3〜30mm
のフレーク状(扁平状)の弾性粉末ゴムの形状、粒径
(表面積大)が最も優れたタイヤの特性を保持した弾性
粉末ゴムであり、また、弾性粉末ゴムのアスファルトと
の接着力を向上させるためには、弾性粉末ゴムの表面を
メタクリル酸メチルー天然ゴムグラフトマーでコーティ
ングして極性を高め接着力を向上することができる。In the present invention, the thickness of 0.5 to 5 mm and the particle size of 3 to 30 mm are required for reuse by taking advantage of the tire tread characteristics such as wear resistance, durability, slip resistance, and water resistance.
The shape and particle size (large surface area) of the flaky (flat) elastic powder rubber retains the characteristics of the tire best, and also improves the adhesive force of the elastic powder rubber with asphalt. To this end, the surface of the elastic powder rubber can be coated with methyl methacrylate-natural rubber graftmer to increase the polarity and improve the adhesive strength.
【0015】本発明の弾性粉末ゴムを従来の骨材と置換
して従来の作業方法でアスファルト混合物を製造した
後、従来の設備および同じ作業要領で合材の締め固めが
できるようになった。After the elastic powder rubber of the present invention was replaced with the conventional aggregate to produce the asphalt mixture by the conventional working method, the mixture can be compacted by the conventional equipment and the same working procedure.
【0016】本発明の弾性粉末ゴム骨材を具体的に製造
するには弾性粉末ゴム100重量部に対して3〜10重
量部のタルクを添加攪拌混合し、更に3〜15重量部の
メタクリル酸メチルー天然ゴムグラフトマー・ラテック
スを固形分濃度10〜50%になるように水で希釈して
添加し攪拌混合し、弾性粉末ゴムの表面が完全に濡れた
ことを確認したら軽く攪拌しながら130〜150℃の
温風で30〜10分加熱硬化して弾性粉末ゴムの表面を
メタクリル酸メチルー天然ゴムグラフトマーでコーティ
ングした弾性粉末ゴム骨材を製造し、従来のアスファル
ト混合物に使用条件に応じて10〜100%混入して弾
性粉末ゴム入りアスファルト混合物を製造した。In order to specifically manufacture the elastic powder rubber aggregate of the present invention, 3 to 10 parts by weight of talc is added to 100 parts by weight of the elastic powder rubber, and mixed by stirring, and further 3 to 15 parts by weight of methacrylic acid. Methyl-natural rubber graftmer latex is diluted with water so as to have a solid content concentration of 10 to 50%, added, and mixed by stirring. When it is confirmed that the surface of the elastic powder rubber is completely wet, 130- An elastic powder rubber aggregate in which the surface of the elastic powder rubber is coated with methyl methacrylate-natural rubber graftmer by heating and curing with warm air of 150 ° C. for 30 to 10 minutes is prepared. An asphalt mixture containing elastic powder rubber was prepared by mixing -100%.
【0017】[0017]
【作用】弾性粉末ゴムは極性が低いので表面をメタクリ
ル酸メチルー天然ゴムグラフトマーでコーティングする
ことで極性を高め、アスファルトとの接着力を向上さ
せ、アスファルト混合物の強度および合材の締め固め作
業性を改良する。[Function] Since the elastic powder rubber has low polarity, coating the surface with methyl methacrylate-natural rubber graftmer enhances the polarity to improve the adhesive strength with asphalt, the strength of the asphalt mixture and the compaction workability of the mixture. Improve.
【0018】[0018]
【実施例】次に実施例に基づいて本発明を詳細に説明す
る。
(実施例1)使用済みタイヤのトレッドゴムからの厚
さ、0.5〜3mm、粒径3〜15mmのフレーク状弾
性粉末ゴム100重量部と3重量部のタルクと混合し、
8重量部のエマルテック40(メタクリル酸メチルー天
然ゴムグラフトマー・ラテックス、伊藤商事製)と1重
量部のロンヂスーK25(乳化剤、荒川林産化学製)を
10重量部の水で希釈したものを添加混合し、軽く攪拌
しながら130℃×30分加熱硬化して表面を改質した
弾性粉末ゴム骨材(A)を製造した。表面を改質した弾
性粉末ゴム骨材(A)と未処理の弾性粉末ゴム(B)の
アスファルトとの接着力を比較するため、表1の配合割
合のアスファルト混合物を造り、圧裂試験方法により圧
裂強度および変形量から接着力を比較した結果、表面を
改質した弾性粉末ゴム骨材が優れていることが実証でき
た。表1に示す。EXAMPLES The present invention will now be described in detail based on examples. (Example 1) 100 parts by weight of flaked elastic powder rubber having a thickness of 0.5 to 3 mm and a particle diameter of 3 to 15 mm from a tread rubber of a used tire and 3 parts by weight of talc were mixed,
8 parts by weight of Emultech 40 (methyl methacrylate-natural rubber graftmer latex, manufactured by Ito Shoji) and 1 part by weight of Longisu K25 (emulsifier, manufactured by Arakawa Hayashi Chemical Co., Ltd.) diluted with 10 parts by weight of water were added and mixed. An elastic powder rubber aggregate (A) whose surface was modified by heating and hardening at 130 ° C. for 30 minutes with light stirring was manufactured. In order to compare the adhesive force between the surface modified elastic powder rubber aggregate (A) and the untreated elastic powder rubber (B) asphalt, an asphalt mixture having the compounding ratio shown in Table 1 was prepared and subjected to a crush test method. As a result of comparing the adhesive strength from the crush strength and the deformation amount, it was proved that the elastic powder rubber aggregate with the modified surface is superior. It shows in Table 1.
【0019】[0019]
【表1】 [Table 1]
【0020】(実施例2)弾性粉末ゴム(使用済みタイ
ヤから製造したチップ状)直径3〜5mm、100重量
部にタルク3重量部を混合し、更に、ロンヂスーK25
(乳化剤、荒川林産化学製)1重量部、エマルテック4
0(メタクリル酸メチルー天然ゴムグラフトマー・ラテ
ックス、伊藤商事製)8重量部を水8重量部で希釈した
ものを添加し、タイヤチップの表面が濡れるまで攪拌混
合し、軽く攪拌しながら130℃×30分加熱硬化しタ
イヤチップ骨材(C)を製造した。次に表面を改質した
弾性粉末ゴム骨材(C)と未処理の弾性粉末ゴム(使用
済みタイヤから製造したチップ状)(D)のアスファル
トとの接着力を比較するため表1の配合割合にてタイヤ
チップ骨材混入のアスファルト混合物を製造した。これ
を圧裂試験方法により弾性粉末ゴム骨材とアスファルト
との接着強度を調べた。表1の圧裂強度、変形量であっ
た。(Embodiment 2) Elastic powder rubber (chip shape produced from used tires) having a diameter of 3 to 5 mm, 100 parts by weight and 3 parts by weight of talc were mixed, and further, Longisu K25
(Emulsifier, manufactured by Arakawa Hayashi Chemical Co., Ltd.) 1 part by weight, Emultech 4
8 parts by weight of 0 (methyl methacrylate-natural rubber graftmer latex, manufactured by Ito Shoji) was added with 8 parts by weight of water, and the mixture was stirred and mixed until the surface of the tire chip became wet, and 130 ° C × with gentle stirring. It was heat-cured for 30 minutes to produce a tire chip aggregate (C). Next, in order to compare the adhesive strength between the surface-modified elastic powder rubber aggregate (C) and the untreated elastic powder rubber (chips manufactured from used tires) (D) asphalt, the blending ratio in Table 1 Manufactured an asphalt mixture containing tire chip aggregates. The adhesive strength between the elastic powder rubber aggregate and the asphalt was examined by the crush test method. The crush strength and the amount of deformation shown in Table 1 were obtained.
【0021】(実施例3)廃ゴムを粗破砕して選別した
5〜10mm破砕チップをエマルテック40にて表面を
改質した弾性粉末ゴムとその他同様にしてゴムの表面を
改質した弾性粉末ゴム(フレーク状、チップ状およびひ
じき状)骨材のアスファルトとの接着力は殆ど差が無い
から、各々の用途、要求性能に応じてブレンドして使用
することができる。また破砕チップ、フレーク、チッ
プ、ひじきの順に製造し易い。従ってコスト面でもこの
順に安くなる。コスト的にも設計検討ができる。(Embodiment 3) Elastic powder rubber whose surface is modified with a 5-10 mm crushed chip obtained by coarsely crushing waste rubber and selecting it with Emultech 40 Since there is almost no difference in the adhesive force of the aggregate (flake-like, chip-like, and hijiki-like) to the asphalt, they can be blended and used according to each application and required performance. It is also easy to manufacture crushed chips, flakes, chips, and hijiki in that order. Therefore, in terms of cost, it becomes cheaper in this order. The design can be considered in terms of cost.
【0022】(実施例4)使用済みタイヤのフレーク状
の弾性粉末ゴム100重量部と5重量部のタルクとを混
合し、それに10重量部のエマルテック40と1重量部
のロンヂスーK25を混合して添加して十分に攪拌混合
し、アスファルトの合材プラントのドライヤーにて15
0℃×10分加熱硬化してアスファルト混合物用の弾性
粉末ゴム骨材を製造した。(実施例1)と同じ配合割合
でアスファルト混合物を製造し、圧裂強度にて接着力を
確認したら(実施例1)と同じ4.0Kgf/cm2の
強度であった。(Example 4) 100 parts by weight of flaky elastic powder rubber of a used tire and 5 parts by weight of talc were mixed, and 10 parts by weight of Emultech 40 and 1 part by weight of Longisue K25 were mixed therein. Add, stir and mix thoroughly, and dry with a dryer in an asphalt mix plant 15
An elastic powder rubber aggregate for an asphalt mixture was manufactured by heating and curing at 0 ° C for 10 minutes. When an asphalt mixture was produced in the same blending ratio as in (Example 1) and the adhesive strength was confirmed by crushing strength, the strength was 4.0 Kgf / cm @ 2, the same as in (Example 1).
【0023】(実施例5)使用済みタイヤから製造した
粒状粉末ゴム(チップ状)5mm100重量部とタルク
5重量部を混合し、クロロプレンLMー50(デンカク
ロロプレンラテックス)10重量部とロンヂスーK25
1重量部を混合し、水5重量部で希釈して添加し、良
く混合し、次に軽く攪拌しながら150℃×10分加熱
硬化してタイヤチップ表面をコーティングし(実施例
2)と同様にして接着効果を圧裂強度で確認したら3.
6kgf/cm2と殆ど(実施例2)と変わらぬ結果を
得た。Example 5 100 parts by weight of 5 mm granular powder rubber (chip shape) produced from a used tire and 5 parts by weight of talc were mixed, 10 parts by weight of chloroprene LM-50 (Denka chloroprene latex) and Longisu K25.
1 part by weight is mixed, diluted with 5 parts by weight of water and added, well mixed, and then heat-cured at 150 ° C. for 10 minutes with light stirring to coat the tire chip surface (as in Example 2). After confirming the adhesive effect by crushing strength, 3.
The result was 6 kgf / cm @ 2, which was almost the same as in Example 2).
【0024】[0024]
【発明の効果】本発明の効果は、廃ゴムから製造した弾
性粉末ゴムの特定の形状のものを使用し、その表面を特
定の改質材で改質しアスファルトとの接着力を改善し、
強度および作業性が改良されアスファルト舗装用骨材と
して活用されることになり、量的にも多く再利用され、
限られた骨材資源の有効活用と共に地球環境の保全へ貢
献することができる。The effect of the present invention is to use an elastic powder rubber produced from waste rubber in a specific shape, improve the surface of the elastic powder rubber with a specific modifier to improve the adhesive strength with asphalt,
With improved strength and workability, it will be used as aggregate for asphalt pavement, and will be reused in large quantities.
It can contribute to the conservation of the global environment as well as effective use of limited aggregate resources.
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭48−19690(JP,A) 特開 昭56−122846(JP,A) 特開 昭48−8835(JP,A) 特開 昭58−201822(JP,A) 特開 昭51−73085(JP,A) 特開 昭56−30481(JP,A) 特開 平4−142381(JP,A) 特開 平3−193412(JP,A) (58)調査した分野(Int.Cl.7,DB名) C08L 21/00 C08L 51/04 C08L 95/00 ─────────────────────────────────────────────────── ─── Continuation of the front page (56) Reference JP-A-48-19690 (JP, A) JP-A-56-122846 (JP, A) JP-A-48-8835 (JP, A) JP-A-58- 201822 (JP, A) JP 51-73085 (JP, A) JP 56-30481 (JP, A) JP 4-142381 (JP, A) JP 3-193412 (JP, A) (58) Fields investigated (Int.Cl. 7 , DB name) C08L 21/00 C08L 51/04 C08L 95/00
Claims (3)
ゴム骨材の製造方法において、弾性粉末ゴムとメタクリ
ル酸メチルー天然ゴムグラフトマー・ラテックスとを攪
拌混合し、軽く攪拌しながら加熱硬化して弾性粉末ゴム
の表面をメタクリル酸メチルー天然ゴムグラフトマーで
コーティングしたアスファルト混合物用の弾性粉末ゴム
骨材を製造する方法。1. A method for producing an elastic powder rubber aggregate mixed in an asphalt mixture, wherein the elastic powder rubber and methyl methacrylate-natural rubber graftmer latex are mixed by stirring and heat-cured while gently stirring to obtain elastic powder rubber. A method for producing an elastic powder rubber aggregate for an asphalt mixture, the surface of which is coated with a methyl methacrylate-natural rubber graftmer.
ルー天然ゴムグラフトマーでコーティングし改質した弾
性粉末ゴム骨材。2. An elastic powder rubber aggregate obtained by coating the surface of an elastic powder rubber with methyl methacrylate-natural rubber graftmer to modify.
ルー天然ゴムグラフトマーでコーティングし改質した弾
性粉末ゴム骨材を混入したアスファルト混合物。3. An asphalt mixture containing elastic powder rubber aggregate, which is obtained by coating the surface of elastic powder rubber with methyl methacrylate-natural rubber graftmer and modifying it.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24346294A JP3388910B2 (en) | 1994-09-13 | 1994-09-13 | Asphalt mixture mixed with elastic powder rubber |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24346294A JP3388910B2 (en) | 1994-09-13 | 1994-09-13 | Asphalt mixture mixed with elastic powder rubber |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0881586A JPH0881586A (en) | 1996-03-26 |
| JP3388910B2 true JP3388910B2 (en) | 2003-03-24 |
Family
ID=17104253
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP24346294A Expired - Fee Related JP3388910B2 (en) | 1994-09-13 | 1994-09-13 | Asphalt mixture mixed with elastic powder rubber |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3388910B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4633825B2 (en) * | 2008-06-16 | 2011-02-16 | 旭化成建材株式会社 | Soil cement column and method for manufacturing soil cement column |
| CN110003669B (en) * | 2019-03-15 | 2021-06-15 | 长沙理工大学 | A kind of composite TB rubber powder modified asphalt and preparation method thereof |
| CN113637332B (en) * | 2021-08-27 | 2023-01-10 | 苏州卓宝科技有限公司 | Preparation method of nitrile rubber modified asphalt waterproof coiled material coating rubber material |
-
1994
- 1994-09-13 JP JP24346294A patent/JP3388910B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0881586A (en) | 1996-03-26 |
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