JP2647831B2 - Bituminous emulsion - Google Patents

Bituminous emulsion

Info

Publication number
JP2647831B2
JP2647831B2 JP61161201A JP16120186A JP2647831B2 JP 2647831 B2 JP2647831 B2 JP 2647831B2 JP 61161201 A JP61161201 A JP 61161201A JP 16120186 A JP16120186 A JP 16120186A JP 2647831 B2 JP2647831 B2 JP 2647831B2
Authority
JP
Japan
Prior art keywords
emulsion
weight
parts
bituminous
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
Application number
JP61161201A
Other languages
Japanese (ja)
Other versions
JPS6317960A (en
Inventor
良市 玉置
憲三 国川
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.)
Kao Corp
Original Assignee
Kao 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 Kao Corp filed Critical Kao Corp
Priority to JP61161201A priority Critical patent/JP2647831B2/en
Publication of JPS6317960A publication Critical patent/JPS6317960A/en
Application granted granted Critical
Publication of JP2647831B2 publication Critical patent/JP2647831B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

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

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は水中油滴型瀝青乳剤に関し、更に詳しくは瀝
青乳剤の性質として乳剤安定性、骨材との混合性、分解
時間コントロール、付着性、剥離防止効果等の優れた瀝
青乳剤に関するものである。
Description: FIELD OF THE INVENTION The present invention relates to an oil-in-water type bitumen emulsion, and more particularly, to the properties of bitumen emulsion: emulsion stability, mixability with aggregate, decomposition time control, adhesion. The present invention relates to a bitumen emulsion having an excellent anti-stripping effect.

〔従来の技術及び問題点〕[Conventional technology and problems]

石油又は石炭から得られるアスファルト、タール、ピ
ッチの様な瀝青質は作業性を付与する為に乳剤化して舗
装材料、防水接着材料及び鉄道軌道等に広く利用されて
いる。
Bituminous substances such as asphalt, tar and pitch obtained from petroleum or coal are emulsified for imparting workability and widely used for paving materials, waterproof adhesive materials, railway tracks and the like.

瀝青乳剤は使用した乳化剤(界面活性剤)の種類によ
ってアニオン性乳剤、カチオン性乳剤、ノニオン性乳剤
の3種類があり、またこれらの乳剤は施工面に直接散布
して用いる急分解性乳剤と、骨材と混合して用いる遅分
解性乳剤とに大別できる。
Bituminous emulsions are classified into three types, anionic emulsions, cationic emulsions, and nonionic emulsions, depending on the type of emulsifier (surfactant) used. It can be broadly classified into slow-degradable emulsions used by mixing with aggregates.

いずれの場合においても乳剤が破壊して再生する瀝青
質は骨材間のバインダーとして作用するので骨材との付
着性機能が極めて重要である。ところが、アニオン性乳
剤及びノニオン性乳剤は骨材との混合性が良いという利
点を有するが、骨材との付着性が悪いという大きい欠点
がある。他方、カチオン性乳剤は瀝青分散粒子と骨材と
の間に電気的誘引力を働かせて付着性機能を付与してい
るが、実用上まだ十分とはいえずその改善策が要望され
ている。
In any case, since the bituminous material that is regenerated by breaking the emulsion acts as a binder between the aggregates, the function of adhering to the aggregates is extremely important. However, anionic emulsions and nonionic emulsions have the advantage of good mixing with the aggregate, but have the major disadvantage of poor adhesion to the aggregate. On the other hand, the cationic emulsion imparts an adhesive function by exerting an electric attractive force between the bitumen-dispersed particles and the aggregate, but is not yet practically sufficient, and there is a demand for an improvement measure.

更に、骨材と混合して用いる遅分解性乳剤は、機械的
な強制撹拌混合安定性が良いこと、及び運搬、敷きなら
し、転圧などの施工中は分解しないことが重要で、舗設
後は分解がある程度速く、付着性が優れていること、並
びにこのような諸性質が骨材の種類、施工時の気温等の
影響を受けないなどの条件を満足させなければならな
い。この対策として乳化剤を多量に使用するか、乳化剤
を多成分系にするか、また水溶性の有機高分子、例えば
ポリビニルアルコール、ゼラチン、メチルセルロース、
ポリアクリルアミド、グアーガム等を保護コロイドとし
て添加する方法が広く考えられている。しかし、瀝青乳
剤は安定化されるが、骨材−瀝青質界面の性質を改善
し、骨材との付着性を本質的に改善するという効果を得
ることが出来ない。
Furthermore, it is important that the slow-degradable emulsion used in combination with the aggregate has good mechanical and forced stirring and mixing stability, and that it does not decompose during construction such as transportation, laying, and compaction. It must satisfy the conditions that it decomposes to some extent and has excellent adhesion, and that such properties are not affected by the type of aggregate and the temperature during construction. As a countermeasure, use a large amount of an emulsifier, or use a multi-component emulsifier, or a water-soluble organic polymer such as polyvinyl alcohol, gelatin, methyl cellulose,
A method of adding polyacrylamide, guar gum, or the like as a protective colloid has been widely considered. However, although the bitumen emulsion is stabilized, it does not have the effect of improving the properties of the aggregate-bituminous interface and essentially improving the adhesion to the aggregate.

その他、瀝青乳剤の骨材混合性、付着性能向上のため
に従来諸々の方法が考案されてきている。例えば、特公
昭49−6174号公報によれば、多価アルコール脂肪酸部分
エステルが用いられているが、骨材混合安定性は改良さ
れるが、接着性、水の介入による剥離抵抗性能は不十分
である。
In addition, various methods have conventionally been devised to improve the mixing property and adhesion performance of the bituminous emulsion. For example, according to Japanese Patent Publication No. 49-6174, a polyhydric alcohol fatty acid partial ester is used, but the mixing stability of the aggregate is improved, but the adhesiveness and the peel resistance by the intervention of water are insufficient. It is.

また、特公昭56−4588号公報には飽和高級脂肪酸を瀝
青質に添加し、混合性と付着性を改善する方法も提案さ
れているが、この場合カチオン性乳化剤との併用が主体
となり、アルカリ性を示すセメントや鉄鉱滓を混入する
配合系では使用不可能である。
In addition, Japanese Patent Publication No. 56-4588 discloses a method in which a saturated higher fatty acid is added to bituminous material to improve the mixing property and adhesion, but in this case, a combination with a cationic emulsifier is mainly used, It cannot be used in a compounding system mixed with cement or iron ore slag showing the following.

更にまた、水溶性高分子と水溶性無機塩を多量に使用
した組成物が特開昭57−42763号公報に開示提案されて
いる。ところが、瀝青乳剤が分解し原瀝青質に再生した
時、多量の無機塩が瀝青質中に残存するため瀝青質本来
の伸度が著しく減殺されバインダー特性が失われている
結果となる。
Furthermore, a composition using a large amount of a water-soluble polymer and a water-soluble inorganic salt is disclosed and proposed in Japanese Patent Application Laid-Open No. 57-42763. However, when the bituminous emulsion is decomposed and regenerated into the original bituminous material, a large amount of inorganic salt remains in the bituminous material, so that the original elongation of the bituminous material is significantly reduced and the binder properties are lost.

しかも、近年は道路用アスファルトや骨材の品質低下
が懸念される一方、再生材料の利用も検討されている
が、良好な混合性及び強固な付着性が期待できず、アス
ファルト乳剤の改質が強く望まれている。しかしなが
ら、未だ上述した問題点及び市場が要求する諸性能をす
べて解消すべき手段は開発されていない。
Moreover, in recent years, while there is a concern that the quality of asphalt for roads and aggregates will deteriorate, the use of recycled materials is also being considered, but good mixing properties and strong adhesion cannot be expected, and asphalt emulsion modification is not possible. It is strongly desired. However, no means has yet been developed to eliminate all of the above-mentioned problems and various performances required by the market.

〔問題点を解決するための手段〕[Means for solving the problem]

そこで本発明者らは、乳化安定性、骨材混合性及び骨
材付着性に優れた理想的な瀝青乳剤を得るべく鋭意努力
研究した結果、瀝青質を乳化する際、乳化剤(界面活性
剤)水溶液にタンニン酸又はタンニン化合物を添加配合
すると、このタンニン酸又はタンニン化合物が、乳化助
剤効果、粒子の保護コロイド効果及び瀝青粒子の骨材付
着親和性効果等の複合作用を示し、優れた物性を有する
瀝青乳剤が得られることを見出し、本発明を完成した。
The present inventors have conducted intensive studies to obtain an ideal bitumen emulsion having excellent emulsion stability, aggregate mixing properties and aggregate adhesion. As a result, when emulsifying bitumin, an emulsifier (surfactant) was used. When tannic acid or a tannin compound is added to the aqueous solution and compounded, the tannic acid or the tannin compound exhibits complex effects such as an emulsifying aid effect, a protective colloid effect of the particles, and an affinity effect of the bitumen particles for aggregate attachment, and has excellent physical properties. It was found that a bitumen emulsion having the following formula was obtained, and the present invention was completed.

即ち本発明は、瀝青質40〜80重量部、水60〜20重量
部、界面活性剤0.01〜10.0重量部、及びタンニン酸もし
くはタンニン化合物0.01〜5.0重量部を含有することを
特徴とする瀝青乳剤に係わるものである。
That is, the present invention is a bituminous emulsion comprising 40 to 80 parts by weight of bitumen, 60 to 20 parts by weight of water, 0.01 to 10.0 parts by weight of a surfactant, and 0.01 to 5.0 parts by weight of tannic acid or a tannin compound. It is related to.

本発明に使用するタンニン酸又はタンニン化合物は、
ポリフェノール性の複雑な化合物で、大きな疎水基(ベ
ンゼン骨格)と多数の−OH基を同時に有し、これが本発
明の効果を発現するのに必要な条件である。用いられる
タンニン酸又はタンニン化合物としては、例えばウルシ
科に属するケブラチョ、デプジト、支那産タンニン酸、
トルコ産タンニン酸、ハマメリタンニン酸、ケブリン
酸、スマックタンニン、五倍子タンニン、エラーグ酸タ
ンニン等、及びこれらの精製タンニン酸を挙げることが
できる。その使用量は、瀝青質40〜80重量部に対し0.01
〜5.0重量部、好ましくは0.1〜1.0重量部であり、この
ような少量を添加しただけで骨材混合性、骨材付着性に
優れた瀝青乳剤を調製することができる。
Tannic acid or tannin compound used in the present invention,
A polyphenolic complex compound having a large hydrophobic group (benzene skeleton) and many -OH groups at the same time, which is a necessary condition for achieving the effects of the present invention. As the tannic acid or tannin compound used, for example, Quebracho belonging to the family Urushi, depujito, tannic acid from China,
Examples thereof include Turkish tannic acid, hamameli tannic acid, kebulinic acid, smack tannin, pentaploid tannin, eragic acid tannin and the like, and purified tannic acid thereof. The amount used is 0.01 to 40 to 80 parts by weight of bituminous material.
The amount is from 5.0 to 5.0 parts by weight, preferably from 0.1 to 1.0 part by weight. A bitumen emulsion having excellent aggregate mixing property and aggregate adhesion can be prepared only by adding such a small amount.

本発明において、タンニン酸又はタンニン化合物の添
加配合方法としては、界面活性剤水溶液(乳化液)に予
め溶解させておいて瀝青質を乳化して瀝青乳剤を調製し
てもよく、また、界面活性剤水溶液と瀝青質とを乳化し
て得られた瀝青乳剤に後で添加混合しても良い。即ち、
界面活性剤水溶液に添加溶解して瀝青質を乳剤化する方
法の他、驚くべきことに既に調製された急分解性用瀝青
乳剤(散布用)に添加混合するだけで遅分解性用瀝青乳
剤(骨材混合用)に変換調製できることも大きな特徴で
ある。
In the present invention, as a method of adding and mixing tannic acid or a tannin compound, a bitumen emulsion may be prepared by previously dissolving in a surfactant aqueous solution (emulsion liquid) and emulsifying bituminous substances. It may be added and mixed later to a bitumen emulsion obtained by emulsifying the aqueous solution of the agent and bituminous material. That is,
Besides the method of emulsifying bitumin by adding and dissolving it in an aqueous surfactant solution, surprisingly, it is only necessary to add and mix it to the already prepared bituminous emulsion for rapid decomposability (for spraying). Another major feature is that it can be converted and prepared for mixing aggregate.

このタンニン酸又はタンニン化合物の添加による効果
は、疎水性骨格と親水基を同時に有する界面活性剤的構
造に起因するものであり、この構造のために湿潤浸透作
用で瀝青粒子表面に吸着し、多数の−OH基による水和構
造により保護層が形成され粒子が安定化され骨材と混合
しても急分解しないと考えられる。一方、吸湿状態にあ
る殆どの骨材表面は−OH基を有しており、タンニン酸又
はタンニン化合物の多数の−OH基との間に水素結合が形
成され物理的吸着が伴って強固な付着性を示すと推察で
きる。
The effect of the addition of tannic acid or a tannin compound is due to the structure of a surfactant having a hydrophobic skeleton and a hydrophilic group at the same time. It is considered that the protective layer is formed by the hydration structure of the -OH group, and the particles are stabilized, and do not rapidly decompose even when mixed with aggregate. On the other hand, most of the aggregate surface in the moisture absorption state has -OH groups, and hydrogen bonds are formed between tannic acid and many -OH groups of the tannin compound, resulting in strong adhesion with physical adsorption. It can be inferred that it shows sex.

従って、大きな疎水性骨格と多数の−OH基を有する化
合物が効果を実現するのに必要であって、ソルビトー
ル、エチレングリコール、ベンゼンジオール、ベンゼン
トリオールなどの多価アルコール、ポリエーテルポリオ
ール類、糖類、リグニンスルホン酸などの化合物は付着
性機能に効果的でない。
Therefore, a compound having a large hydrophobic skeleton and a large number of -OH groups is necessary to realize the effect, sorbitol, ethylene glycol, benzenediol, polyhydric alcohols such as benzenetriol, polyether polyols, sugars, Compounds such as ligninsulfonic acid are not effective for adhesive function.

本発明において、瀝青質としては石油ストレートアス
ファルト、セミブローンアスファルト、カットバックア
スファルト、天然アスファルト、石油タール、ピッチ、
溶剤脱瀝アスファルト、重油などの1種又は2種以上の
混合物等が挙げられる。更に天然ゴム、スチレン−ブタ
ジエン共重合物、クロロプレン共重合物等の合成ゴム及
びポリエチレン、エチレン−酢酸ビニル共重合体などの
高分子重合体、石油樹脂、熱可塑性樹脂など改質瀝青質
も使用できる。それ以外に、例えば炭酸カルシウム、消
石灰、セメント、活性炭などの無機充填剤及び有機充填
剤、石油系軟化剤、植物油系軟化剤、各種可塑剤、イオ
ウなど必要により添加することもできる。
In the present invention, as bituminous petroleum straight asphalt, semi-blown asphalt, cutback asphalt, natural asphalt, petroleum tar, pitch,
Solvent deasphalted asphalt, heavy oil, etc., and one or more mixtures thereof. Furthermore, modified rubbers such as natural rubber, styrene-butadiene copolymer, synthetic rubber such as chloroprene copolymer, and high molecular polymers such as polyethylene, ethylene-vinyl acetate copolymer, petroleum resin, and thermoplastic resin can also be used. . In addition, inorganic fillers and organic fillers such as calcium carbonate, slaked lime, cement, and activated carbon, petroleum softeners, vegetable oil softeners, various plasticizers, and sulfur can be added as required.

瀝青質用乳化剤として用いる界面活性剤は、ノニオン
性、アニオン性、カチオン性、両イオン性のいずれを使
用してもよく、1種又は2種以上の多成分系であっても
良い。ここで四級塩でないカチオン性乳化剤の場合は、
塩酸、酢酸、硝酸、スルファミン酸、ジメチル硫酸等で
各々の酸塩の型で使用する。界面活性剤の使用量は、瀝
青質40〜80重量部に対して0.01〜10.0重量部で、特に0.
05〜5.0重量部が適量である。これらの界面活性剤を45
℃〜80℃の温水に溶解して乳化液となし、これと120℃
〜180℃に溶融した瀝青質とを同時にホモジナイザーも
しくはコロイドミルに通して瀝青乳剤を製造する。瀝青
乳剤中の乳化液と瀝青質の配合割合は、乳化液中の水60
〜20重量部好ましくは50〜30重量部に対して、瀝青質40
〜80重量部好ましくは50〜70重量部である。
The surfactant used as a bituminous emulsifier may be any of nonionic, anionic, cationic and amphoteric surfactants, and may be one or two or more multicomponent systems. Here, in the case of a cationic emulsifier that is not a quaternary salt,
Hydrochloric acid, acetic acid, nitric acid, sulfamic acid, dimethyl sulfate and the like are used in the form of each acid salt. The amount of the surfactant to be used is 0.01 to 10.0 parts by weight, particularly 0.1 to 40 parts by weight of bituminous substance.
An appropriate amount is 05 to 5.0 parts by weight. 45 of these surfactants
Dissolved in warm water of ℃ ~ 80 ℃ to make an emulsion, this and 120 ℃
The bitumen melted at ~ 180 ° C is simultaneously passed through a homogenizer or a colloid mill to produce a bituminous emulsion. The mixing ratio of the emulsion and bitumin in the bitumen emulsion is
~ 20 parts by weight, preferably 50-30 parts by weight, bituminous 40
-80 parts by weight, preferably 50-70 parts by weight.

その他、使用目的、施工法など実用に際して塩化アン
モニウム、塩化カルシウム、塩化アルミニウム、塩化鉄
などの水溶性無機塩、及びポリビニルアルコール、ゼラ
チン、ポリエチレングリコール、メチルセルロース、カ
チオン澱粉など水溶性高分子を適宜選択し併用すること
もできる。
In addition, in practical use such as the purpose of use, construction method, etc., water-soluble inorganic salts such as ammonium chloride, calcium chloride, aluminum chloride, and iron chloride, and water-soluble polymers such as polyvinyl alcohol, gelatin, polyethylene glycol, methyl cellulose, and cationic starch are appropriately selected. They can be used together.

〔発明の効果〕〔The invention's effect〕

以上、詳述した如く、瀝青質、界面活性剤、及び添加
剤を適宜選択し、更にタンニン酸又はタンニン化合物を
添加配合して乳剤を調製することにより、骨材混合性、
骨材付着性、貯蔵安定性、凍結安定性及び低発泡性の市
場が要求する諸性能をすべて満足させる瀝青乳剤が得ら
れることが本発明者らの実験によって初めて明らかにさ
れたのである。
As described in detail above, bituminous materials, surfactants, and additives are appropriately selected, and tannic acid or a tannin compound is added and blended to prepare an emulsion.
The present inventors' experiments have shown for the first time that a bituminous emulsion that satisfies all of the properties required by the market for aggregate adhesion, storage stability, freeze stability and low foamability can be obtained.

従って、このような瀝青乳剤は、道路舗装用、鉄道線
路用、セメントアスファルトモルタル用、防蝕、防錆、
防水処理用、接着剤用、農業用地改良材用などの用途に
有効に利用することができる。
Therefore, such bituminous emulsions are used for road paving, railway tracks, cement asphalt mortar, corrosion protection, rust prevention,
It can be effectively used for applications such as waterproofing, adhesives, and agricultural land improvement materials.

〔実施例〕〔Example〕

次に実施例を挙げて本発明を更に詳細に説明するが、
本発明はこれらの実施例に限定されるものではない。
Next, the present invention will be described in more detail with reference to examples.
The present invention is not limited to these examples.

実施例−1 針入度80〜100のアスファルトを150℃に加熱溶融し
た。一方、50℃の温水に第1表に示す界面活性剤と塩化
カルシウム0.15重量部とを溶解せしめた後にタンニン酸
を添加溶解させた。この50℃の乳化液40重量部と前記15
0℃の溶融アスファルト60重量部とを同時にコロイドミ
ルに通して乳剤を調製した。但し、アミン系の界面活性
剤を使用する場合は塩酸を加え乳化液をpH3に調整し
た。
Example 1 Asphalt having a penetration of 80 to 100 was heated and melted at 150 ° C. On the other hand, the surfactants shown in Table 1 and 0.15 parts by weight of calcium chloride were dissolved in warm water at 50 ° C., and then tannic acid was added and dissolved. 40 parts by weight of this 50 ° C. emulsion and 15
An emulsion was prepared by simultaneously passing 60 parts by weight of molten asphalt at 0 ° C. through a colloid mill. However, when an amine-based surfactant was used, hydrochloric acid was added to adjust the emulsion to pH 3.

又、比較のためにタンニン酸を添加しない乳剤も調製
した。
For comparison, an emulsion without tannic acid was also prepared.

得られた乳剤の骨材混合性能、付着性能を測定し、第
1表に示した。
Aggregate mixing performance and adhesion performance of the obtained emulsion were measured and are shown in Table 1.

第1表から明らかなように、タンニン酸はどのような
界面活性剤を使用しても乳化助剤として作用するばかり
でなく、骨材混合性機能を高め、更にどんな種類の骨材
に対しても付着性を大幅に向上させる効果がある。
As is evident from Table 1, tannic acid not only acts as an emulsifying aid even when any surfactant is used, but also enhances the function of mixing the aggregates, and furthermore, is effective against any kind of aggregates. Also has the effect of significantly improving the adhesion.

実施例−2 針入度80〜100のアスファルトを150℃に加熱溶融し
た。一方、50℃の温水に牛脂プロピレンジアミン0.5重
量部、塩化カルシウム0.15重量部、35%塩酸0.62重量部
を加えて透明に溶解させた。この50℃の乳化液40重量部
と前記150℃の溶融アスファルト60重量部とを同時にコ
ロイドミルに通して乳剤を調製した。この乳剤にタンニ
ン酸50重量%水溶液を後添加で混合し骨材混合性を試験
した。
Example 2 Asphalt having a penetration of 80 to 100 was heated and melted at 150 ° C. Separately, 0.5 parts by weight of tallow propylenediamine, 0.15 parts by weight of calcium chloride and 0.62 parts by weight of 35% hydrochloric acid were added to warm water at 50 ° C. and dissolved transparently. An emulsion was prepared by simultaneously passing 40 parts by weight of this 50 ° C. emulsion and 60 parts by weight of the above-mentioned molten asphalt at 150 ° C. through a colloid mill. A 50% by weight aqueous solution of tannic acid was added to this emulsion, followed by mixing to test the mixability of the aggregate.

結果を第2表に示す。 The results are shown in Table 2.

第2表から明らかなように、従来の急分解性用乳剤に
タンニン酸を後添加することにより遅分解性用乳剤に変
えることが可能である。つまりタンニン酸の添加量によ
り実用に応じて乳剤の分解性を自由に調節することがで
きることが本発明によって初めて明らかにされたもので
ある。
As is apparent from Table 2, it is possible to convert the emulsion into a slow-degrading emulsion by adding tannic acid to the conventional rapid-degrading emulsion. That is, the present invention has revealed for the first time that the decomposability of an emulsion can be freely adjusted according to the practical use by the amount of tannic acid added.

実施例−3 針入度80〜100のアスファルトを150℃に加熱溶融し
た。一方、50℃の温水に牛脂プロピレンジアミン0.5重
量部、35%塩酸0.93重量部、塩化カルシウム0.15重量部
とを加えて溶解させた。これに第3表に示す水溶性高分
子を0.4重量部加えて溶解させた。この50℃の乳化液40
重量部と前記150℃の溶融アスファルト60重量部とを同
時にコロイドミルに通して乳剤を調製し、骨材混合性及
び付着性試験を実施した。結果は第3表に示す。
Example 3 Asphalt having a penetration of 80 to 100 was melted by heating to 150 ° C. Separately, 0.5 parts by weight of tallow propylenediamine, 0.93 parts by weight of 35% hydrochloric acid, and 0.15 parts by weight of calcium chloride were added to hot water at 50 ° C. and dissolved. 0.4 parts by weight of the water-soluble polymer shown in Table 3 was added to and dissolved therein. This 50 ° C emulsion 40
An emulsion was prepared by simultaneously passing a weight part and 60 parts by weight of the above-mentioned molten asphalt at 150 ° C. through a colloid mill, and an aggregate mixing property and an adhesion test were carried out. The results are shown in Table 3.

第3表から明らかなように、公知の水溶性高分子では
骨材混合性は不十分で、且つ付着性を改善する効果はな
い。ところがタンニン酸及びタンニン化合物の配合処方
では混合性、付着性に優れた乳剤が得られることが判
る。
As is evident from Table 3, the known water-soluble polymer has insufficient aggregate mixing properties and has no effect of improving the adhesion. However, it can be seen that an emulsion having excellent mixability and adhesion can be obtained with the formulation of tannic acid and a tannin compound.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】瀝青質40〜80重量部、水60〜20重量部、界
面活性剤0.01〜10.0重量部、及びタンニン酸もしくはタ
ンニン化合物0.01〜5.0重量部を含有することを特徴と
する瀝青乳剤。
1. A bituminous emulsion comprising 40 to 80 parts by weight of bituminous material, 60 to 20 parts by weight of water, 0.01 to 10.0 parts by weight of a surfactant, and 0.01 to 5.0 parts by weight of tannic acid or a tannin compound. .
JP61161201A 1986-07-09 1986-07-09 Bituminous emulsion Expired - Fee Related JP2647831B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61161201A JP2647831B2 (en) 1986-07-09 1986-07-09 Bituminous emulsion

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61161201A JP2647831B2 (en) 1986-07-09 1986-07-09 Bituminous emulsion

Publications (2)

Publication Number Publication Date
JPS6317960A JPS6317960A (en) 1988-01-25
JP2647831B2 true JP2647831B2 (en) 1997-08-27

Family

ID=15730512

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61161201A Expired - Fee Related JP2647831B2 (en) 1986-07-09 1986-07-09 Bituminous emulsion

Country Status (1)

Country Link
JP (1) JP2647831B2 (en)

Families Citing this family (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2571627B2 (en) * 1989-10-27 1997-01-16 住友大阪セメント株式会社 Additives for compacted concrete
US5650000A (en) * 1994-06-07 1997-07-22 Saramco, Inc. Polyphenolic vegetable extract/surfactant compositions as universal bitumen/water emulsifiers
US5401308A (en) * 1994-06-07 1995-03-28 Saramco, Inc. Quebracho-modified bitumen compositions, method of manufacture and use
US5407476A (en) * 1994-06-07 1995-04-18 Saramco, Inc. Quebracho/surfactant compositions as universal bitumen/water emulsifiers
WO1997020891A1 (en) * 1995-12-04 1997-06-12 Kao Corporation Asphalt emulsion
WO2000012631A1 (en) * 1998-08-28 2000-03-09 Gustavo Rivera Escalante Use of tannic acid as setting inhibitor for asphalt emulsions
WO2005044958A2 (en) * 2003-10-28 2005-05-19 Technol Fuel Conditioners, Inc. Heavy oil emulsion stabilizers containing saccharide based emulsion stabilizer
CN102234438B (en) * 2010-04-23 2012-10-17 中国石油化工股份有限公司 Emulsified asphalt and preparation method thereof
CN102234433B (en) * 2010-04-23 2012-12-26 中国石油化工股份有限公司 Frost-resistant emulsified asphalt for roads and preparation method thereof
CN102234434B (en) * 2010-04-23 2012-10-17 中国石油化工股份有限公司 Emulsified asphalt for roads and preparation method thereof
CN102234437B (en) * 2010-04-23 2012-10-17 中国石油化工股份有限公司 Emulsified asphalt and preparation method thereof
CN103059589A (en) * 2012-12-28 2013-04-24 中国铁道科学研究院金属及化学研究所 Emulsified asphalt for ballastless slab track in severe cold region and preparation method thereof
CN103232710A (en) * 2013-05-02 2013-08-07 中国铁道科学研究院金属及化学研究所 Emulsified asphalt for CRTS I and CRTS II slab ballastless tracks and preparation method of emulsified asphalt
WO2016074903A1 (en) 2014-11-10 2016-05-19 Eme International Limited Device for mixing water and diesel oil, apparatus and process for producing a water/diesel oil micro-emulsion.
ITUB20152442A1 (en) * 2015-07-23 2017-01-23 Eme International Ltd EMULSIFYING COMPOSITIONS FOR HEAVY COMBUSTIBLE OILS AND WATER MICRO-EMULSIONS OBTAINED BY THEM
IT201600132801A1 (en) 2016-12-30 2018-06-30 Eme International Ltd Apparatus and process for producing liquid from biomass, biofuel and biomaterial
CN107417217A (en) * 2017-06-12 2017-12-01 哈尔滨工业大学 Thin iron tailings CA mortars for road surface normal temperature Rapid-Repair and preparation method thereof
CN115403685B (en) * 2022-09-28 2023-08-25 哈尔滨工业大学 Preparation method and application of bionic tough-reactive asphalt modifier

Also Published As

Publication number Publication date
JPS6317960A (en) 1988-01-25

Similar Documents

Publication Publication Date Title
JP2647831B2 (en) Bituminous emulsion
KR101994155B1 (en) Emulsion Asphalt Exclusive Used for Recycled Cold Asphalt Concrete
CA2606751C (en) Modified asphalt binder material using crosslinked crumb rubber and methods of manufacturing the modified asphalt binder
EP0866837B1 (en) Rubber base asphalt emulsion additive and method
JP2002520468A (en) Bitumen emulsion, method for obtaining bitumen emulsion and composition comprising bitumen emulsion
CA2784296C (en) Surface coating compositions
FR2890953A1 (en) NOVEL COMPOSITION BASED ON BITUMEN EMULSION.
US4193816A (en) Quick-setting bituminous emulsion compositions
US5762699A (en) Pavement aggregate treating composition
US3418249A (en) Stable asphaltene dispersion-asphalt emulsions and their preparation
DE102007007421B4 (en) Mixture usable as aggregate for concrete
DE60216385T2 (en) Bitumen aggregate and method for producing a structured layer of a traffic route
DE3228563A1 (en) BITUMEN PREPARATION, METHOD FOR THE PRODUCTION THEREOF AND ITS USE
JP3502757B2 (en) Asphalt composition
GB2215731A (en) Compositions for forming exercise area surfaces
WO1989007635A1 (en) Exercise areas
JPH01121367A (en) Aqueous dispersion-type petroleum asphalt emulsion for paving
JP3403562B2 (en) Asphalt emulsion
JP2627312B2 (en) Asphalt emulsion composition
George Stabilization of sands by asphalt emulsion
GB2304348A (en) Composition for artificial tracks and other surfaces
JP3197999B2 (en) Highly durable heated bituminous additive, highly durable asphalt pavement composition using the same, and method for producing the same
JP3197998B2 (en) Highly durable heated bituminous additive, highly durable asphalt pavement composition using the same, and method for producing the same
JP3038341B2 (en) Rapid hardening asphalt emulsion
JP3115499B2 (en) Additive for asphalt emulsion and asphalt composition for mixing at room temperature

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees