JPH0873252A - Dust generation suppressing method of lime or cement - Google Patents
Dust generation suppressing method of lime or cementInfo
- Publication number
- JPH0873252A JPH0873252A JP21307794A JP21307794A JPH0873252A JP H0873252 A JPH0873252 A JP H0873252A JP 21307794 A JP21307794 A JP 21307794A JP 21307794 A JP21307794 A JP 21307794A JP H0873252 A JPH0873252 A JP H0873252A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- lime
- asphalt
- tar
- dust generation
- 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.)
- Pending
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/02—Agglomerated materials, e.g. artificial aggregates
- C04B18/021—Agglomerated materials, e.g. artificial aggregates agglomerated by a mineral binder, e.g. cement
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/0068—Ingredients with a function or property not provided for elsewhere in C04B2103/00
- C04B2103/0075—Anti-dusting agents
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00017—Aspects relating to the protection of the environment
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Civil Engineering (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は石灰又はセメントの発塵
抑制方法に関し、特に軟弱地盤、ヘドロ等を固化処理し
たり、あるいは残土を埋め戻すなどしてし土質を改良処
理することに使用する石灰又はセメントの発塵防止方法
である。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for suppressing dust generation of lime or cement, and is particularly used for solidifying soft ground, sludge, etc., or for refilling residual soil to improve soil quality. This is a method of preventing dust generation from lime or cement.
【0002】[0002]
【従来の技術】軟弱地盤の土質改良や、ヘドロの固化処
理や、あるいは下水汚泥・油泥・各種スラッジ等の産業
廃棄物の固化処理のために、所定量の石灰又はセメント
を添加混合し、硬化させる処理方法が広く行われている
が、その作業時に石灰やセメントが発塵し、作業環境を
悪化させ、作業者の吸塵などに伴う健康上の問題はもと
より、周囲雰囲気にも影響が避けられず、周辺住民にも
多大の迷惑を及ぼすのを免れなかった。2. Description of the Related Art A predetermined amount of lime or cement is added and mixed and hardened to improve the soil quality of soft ground, to solidify sludge, or to solidify industrial waste such as sewage sludge, oil mud and various sludges. Although the treatment method is widely used, lime and cement generate dust during the work, which worsens the work environment and avoids not only the health problems associated with worker dust collection, but also the surrounding atmosphere. In addition, it was inevitable that it would cause a great deal of trouble to the local residents.
【0003】このような石灰やセメントの発塵の防止方
法としては、これまで、スラリー化したり、圧し固めて
小塊状化したり、凝集作用を示すフィブリル化テフロン
を添加したり、消石灰のように湿潤化したり、添加時に
水で給湿したり、表面に脂肪族多価アルコールを付着し
たりする方法などが知られている。As a method for preventing the dust generation of such lime and cement, there have hitherto been made a slurry, compaction by compaction by pressing, addition of fibrillated Teflon having a cohesive action, and wetting like slaked lime. There are known methods such as converting to water, moistening with water at the time of addition, and attaching an aliphatic polyhydric alcohol to the surface.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、このよ
うな発塵抑制方法には種々問題がある。先ず、スラリー
化法ではスラリーの約半分が水であるため、粉体状で取
り扱う場合に比べ、その軟弱地盤等への添加混合量が2
倍以上必要となり、またスラリー化された石灰やセメン
トは保存がきかないため、現場近くにスラリー化のため
のプラントを仮設する必要があり、大規模な地盤改良工
事等以外にはコスト高となり、特にこのスラリー化法を
深層混合工法に用いると投入したスラリー容量分に相当
する多量の余剰土が発生するという問題がある。However, there are various problems in such a method of suppressing dust generation. First, in the slurry method, about half of the slurry is water, so the amount of addition and mixing to the soft ground is 2% compared to the case of handling in powder form.
It is necessary to more than double, and since slurried lime and cement cannot be preserved, it is necessary to temporarily install a plant for slurry near the site, which is costly except for large-scale ground improvement work, etc. When this slurry forming method is used in the deep layer mixing method, there is a problem in that a large amount of surplus soil corresponding to the amount of the injected slurry is generated.
【0005】また、塊状化法では、運搬時にペレットが
一部破砕されたり、あるいは生石灰成分が吸湿して自己
崩壊したりすることで若干発塵する場合があり、また、
ペレット状であるため、水和の進行を待って2次混合を
行う必要があり、その作業に手間取ると共に、石灰の場
合には2次混合時に消化により生じる消石灰の発塵を伴
う場合がある。In the agglomeration method, the pellets may be partly crushed during transportation, or quick lime components may absorb moisture and self-disintegrate, which may cause some dusting.
Since it is in the form of pellets, it is necessary to wait for the progress of hydration to carry out the secondary mixing, which requires time and labor, and in the case of lime, dust of slaked lime may be generated due to digestion during secondary mixing.
【0006】また、凝集性フィブリル化テフロンを添加
する方法では、そのための装置がかさみ、多数の装置等
のユーティリィティが過大となり、また加熱処理等を必
要とするなど煩雑な工程を要し、全体的にコスト高とな
るのを免れない。In addition, in the method of adding the cohesive fibrillated Teflon, the equipment therefor is bulky, the utility of a large number of equipment and the like becomes excessive, and a complicated process such as heat treatment is required, and the whole equipment is required. Inevitably increases costs.
【0007】また、湿潤消石灰を使用する方法では、実
用上改良効果が得られる土質が限定され、またその土質
強度の改善度も大きくないことから利用範囲が制限され
るのを免れない上に、処理してから時間がたつと発塵抑
制効果が低下するという欠点がある。In addition, the method using wet slaked lime is unavoidable that the range of utilization is limited because the soil quality for which the improvement effect is practically obtained is limited and the degree of improvement in soil strength is not large. There is a drawback that the dust generation suppressing effect decreases with time after the treatment.
【0008】さらに、水による給湿方法では、添加され
た水により石灰又はセメント本来の固化性能を低下さ
せ、土質強度の改善度の向上が阻害される上に、水は蒸
発しやすく、蒸発すれば給湿効果、ひいては発塵抑制効
果がなくなり、石灰又はセメントが再度発塵するという
問題がある。Further, in the method of moisturizing with water, the added water lowers the original solidification performance of lime or cement, hinders the improvement of soil strength, and the water easily evaporates. For example, there is a problem that the effect of moisturizing and eventually the effect of suppressing dust generation disappears and lime or cement re-dusts.
【0009】さらに、所定多価アルコールの表面付着方
法では、表面を被覆したジエチレングリコール等の所定
多価アルコールが石灰又はセメント本来の固化性能を低
下させ、土質強度の改善度の向上が阻害される上に、処
理材料が高価であることから経済的ではないという欠点
がある。Further, in the method of adhering a predetermined polyhydric alcohol to the surface, the predetermined polyhydric alcohol such as diethylene glycol coated on the surface lowers the solidification performance of lime or cement, which hinders the improvement of soil strength. In addition, the processing material is expensive, so that it is not economical.
【0010】本発明は、このような事情の下、石灰又は
セメントの性能をそこなうことなく、気温が変化しても
その発塵抑制効果を低下させることなく、しかも簡便で
廉価に石灰又はセメントの発塵を抑制する方法を提供す
ることを目的としてなされたものである。Under such circumstances, the present invention does not impair the performance of lime or cement, does not reduce the dust generation suppressing effect even when the temperature changes, and is simple and inexpensive. The purpose of the invention is to provide a method for suppressing dust generation.
【0011】[0011]
【課題を解決するための手段】本発明者らは、前記した
好ましい特徴を有する石灰又はセメントの発塵抑制方法
を開発するために、種々研究を重ねた結果、石灰又はセ
メントに、所定粘度に調節したアスファルト、タール、
又は粘性油を所定割合で添加混合することにより、その
目的を達成しうることを見出し、この知見に基づいて本
発明をなすに至った。Means for Solving the Problems The inventors of the present invention have conducted various studies in order to develop a method for suppressing dust generation of lime or cement having the above-mentioned preferable characteristics, and as a result, lime or cement has a predetermined viscosity. Adjusted asphalt, tar,
Alternatively, it has been found that the object can be achieved by adding and mixing viscous oil in a predetermined ratio, and the present invention has been completed based on this finding.
【0012】すなわち、本発明は、加熱あるいは軟化剤
の添加により粘度を10〜5000cpに調節した、ア
スファルト、タール及び粘性油の中から選ばれた少なく
とも1種を石灰又はセメントに1〜15重量%の割合で
添加混合し、石灰又はセメントの微粒子をアスファル
ト、あるいはタール、又は粘性油を核として付着させ、
凝集団粒化させることを特徴とする石灰又はセメントの
発塵抑制方法を提供するものである。That is, according to the present invention, at least one selected from asphalt, tar and viscous oil, whose viscosity is adjusted to 10 to 5000 cp by heating or addition of a softening agent, is added to lime or cement in an amount of 1 to 15% by weight. Add and mix in a ratio of lime or cement to attach asphalt, tar, or viscous oil as a core,
The present invention provides a method for suppressing dust generation of lime or cement, which is characterized by causing agglomeration of aggregates.
【0013】本発明において対象となる上記石灰として
は、生石灰や消石灰が単独で用いられる他、これにポゾ
ラン、セメント、石膏などを混入した各種石灰系固化材
も用いられる。As the lime to be used in the present invention, quick lime and slaked lime are used alone, and various lime-based solidifying materials in which pozzolan, cement, gypsum and the like are mixed are also used.
【0014】本発明において対象となる上記セメントと
しては、普通型、早強型、超早強型、中庸熱型等の各種
ポルトランドセメントや、高炉セメント、フライアッシ
ュセメント、シリカセメント、ポゾランセメントなどの
各種混合セメントの他、アルミナセメントや、水ガラス
セメント、耐酸セメントなどの特殊セメントや、各種セ
メント系固化材などが用いられる。Examples of the above-mentioned cement to be used in the present invention include various types of normal type, early-strength type, ultra-early-strength type, moderate heat type, and other portland cements, blast furnace cement, fly ash cement, silica cement, pozzolan cement, and the like. In addition to various mixed cements, special cements such as alumina cement, water glass cement and acid resistant cement, and various cement-based solidifying materials are used.
【0015】本発明方法において石灰又はセメントに添
加されるアスファルト、タール、又は粘性油はあらかじ
め加熱するか、あるいは軟化剤を添加することによって
粘度を10〜5000cp、好ましくは20〜1000
cpに調節することが必要である。この粘度が10cp
未満では十分な効果が得られないし、また5000cp
を超えると石灰又はセメントと十分に混ざり合わなくな
り、付着、凝集団粒化しにくくなるのを免れない。The asphalt, tar, or viscous oil added to lime or cement in the method of the present invention has a viscosity of 10 to 5000 cp, preferably 20 to 1000, by preheating or adding a softening agent.
It is necessary to adjust to cp. This viscosity is 10 cp
If it is less than less than 5,000 cp
If it exceeds, it will not be sufficiently mixed with lime or cement, and it will inevitably become difficult to adhere and aggregate.
【0016】この粘度調節のための加熱処理は、アスフ
ァルトで通常80℃〜180℃、好ましくは110℃〜
150℃、タールで通常80℃〜180℃、好ましくは
120℃〜160℃、粘性油で通常15℃〜50℃、好
ましくは25℃〜35℃で行われる。The heat treatment for adjusting the viscosity is carried out with asphalt, usually at 80 ° C to 180 ° C, preferably 110 ° C.
The temperature is usually 150 ° C. to 180 ° C., preferably 120 ° C. to 160 ° C. for tar, and 15 ° C. to 50 ° C., preferably 25 ° C. to 35 ° C. for viscous oil.
【0017】また、粘度調節のために添加される軟化剤
としては、一般に油状物質の添加成分として慣用されて
いる粘度調整剤などが好適に用いられ、このような粘度
調整剤としては、例えば重油、軽油、灯油などが挙げら
れる。As the softening agent added for adjusting the viscosity, a viscosity adjusting agent or the like which is commonly used as an additive component of an oily substance is preferably used. As such a viscosity adjusting agent, for example, heavy oil can be used. , Light oil, kerosene, etc.
【0018】本発明方法においては、このように所定粘
度に調節されたアスファルト、タール、又は粘性油を、
石灰又はセメントに対し、1〜15重量%の割合で添加
混合することが必要である。この添加割合が1重量%未
満では十分な効果が得られないし、また15重量%を超
えると石灰又はセメントの表面がコーティングされすぎ
て水和等による強度発現が不十分となるため、満足しう
る土質強度の改善効果が得られない。In the method of the present invention, the asphalt, tar or viscous oil adjusted to have a predetermined viscosity is
It is necessary to add and mix 1 to 15% by weight with respect to lime or cement. If the addition ratio is less than 1% by weight, a sufficient effect cannot be obtained, and if it exceeds 15% by weight, the surface of lime or cement is excessively coated and strength development due to hydration or the like becomes insufficient, which is satisfactory. Soil strength cannot be improved.
【0019】また、本発明方法は、アスファルト又はタ
ールを細粒化あるいは繊維状化したのち、石灰又はセメ
ントと混合し、次いで加熱して凝集団粒化することによ
っても石灰又はセメントの発塵を抑制することができ
る。この細粒化方法としては、例えば固形のアスファル
ト又はタールから刃物を回転させて切り取る方法など
が、繊維状化方法としては、例えば液状化したアスファ
ルトを高圧で水中又は空気中に噴射する方法、あるいは
滴下するアスファルトを高圧空気で吹き飛ばす方法など
が挙げられる。また、加熱処理は直火又は蒸気あるいは
電気ヒーターで行われる。Further, in the method of the present invention, the asphalt or tar is atomized or made into a fibrous form, and then mixed with lime or cement, and then heated to agglomerate to produce agglomerate aggregates to generate dust from the lime or cement. Can be suppressed. As the finely granulating method, for example, a method of cutting a solid asphalt or tar by rotating a blade, etc., as the fibrous method, for example, a method of injecting liquefied asphalt into water or air at high pressure, or Examples include a method of blowing off the asphalt to be dropped with high-pressure air. In addition, the heat treatment is performed by direct flame, steam, or an electric heater.
【0020】本発明方法においては、このように処理す
ることによって、石灰又はセメントの微粒子がアスファ
ルト、あるいはタール、又は粘性油を核としてこれに付
着し、凝集団粒化するようになり、その結果石灰又はセ
メントの発塵が抑制されることとなる。さらに、アスフ
ァルト、タール等は粘着性があるため、土質改良材とし
ても機能し、石灰又はセメントの土質改良効果を増幅す
る効果もある。In the method of the present invention, by such treatment, fine particles of lime or cement adhere to the asphalt, tar, or viscous oil as a core to form agglomerated aggregates. Dust generation of lime or cement will be suppressed. Further, since asphalt, tar, etc. are tacky, they also function as soil improvement agents, and have the effect of amplifying the soil improvement effect of lime or cement.
【0021】[0021]
【発明の効果】本発明方法によれば、所定のアスファル
ト、タール、粘性油等と石灰又はセメントとが付着し合
って核を形成し微粉の凝集体が生成されることにより発
塵を抑制することができ、しかも石灰又はセメントの性
能をそこなうことなく、簡便で廉価に石灰又はセメント
の発塵を抑制することができ、またアスファルト、ター
ルを用いた場合、これらは粘着性を有するため、土質改
良材としても機能し、石灰又はセメントの土質改良効果
が増幅されるという利点もある。EFFECTS OF THE INVENTION According to the method of the present invention, a predetermined asphalt, tar, viscous oil or the like and lime or cement are adhered to each other to form a nucleus and an aggregate of fine powder is generated to suppress dust generation. In addition, it is possible to suppress the dust generation of lime or cement easily and inexpensively without impairing the performance of lime or cement, and when asphalt and tar are used, they have adhesiveness, so the soil quality It also functions as an improving material, and has the advantage that the soil improvement effect of lime or cement is amplified.
【0022】[0022]
【実施例】次に実施例によって本発明をさらに詳細に説
明するが、本発明はこれらの例によって何ら限定される
ものではない。The present invention will be described in more detail by way of examples, which should not be construed as limiting the invention thereto.
【0023】実施例1 日本石油(株)製のストレートアスファルトに対し、3
号軽油を10〜95重量%の範囲で種々変動させて加
え、粘度5cp〜10,000cpの各種変性アスファ
ルトを得た。各変性アスファルトを平均粒子径350μ
mの生石灰粉末に対し7重量%添加してよく混合し、各
変性アスファルト添加処理ごとの発塵量を求めた。その
結果の変性アスファルト粘度と発塵量との関係を図1に
グラフで示す。Example 1 3 against straight asphalt made by Nippon Oil Co., Ltd.
No. Diesel oil was variously added in the range of 10 to 95% by weight to obtain various modified asphalts having a viscosity of 5 cp to 10,000 cp. Average particle size of each modified asphalt 350μ
The amount of dust generated for each modified asphalt addition treatment was determined by adding 7% by weight to quicklime powder of m and mixing them well. The resulting relationship between the modified asphalt viscosity and the amount of dust is shown in a graph in FIG.
【0024】実施例2 日本石油(株)製のストレートアスファルトに対し、3
号軽油を70重量%加え、粘度150cpの変性アスフ
ァルトを得た。この変性アスファルトを普通ポルトラン
ドセメントに対し、0.5〜20重量%の範囲の各種添
加量を用い、それぞれを加えてよく混合し、各種添加量
の変性アスファルト処理ごとの発塵量を求めた。その結
果のアスファルト添加量と発塵量との関係を図2にグラ
フで示す。Example 2 3 against straight asphalt made by Nippon Oil Co., Ltd.
70% by weight of No. light oil was added to obtain modified asphalt having a viscosity of 150 cp. This modified asphalt was used in various addition amounts in the range of 0.5 to 20% by weight with respect to ordinary Portland cement, and each was added and mixed well to obtain the dust generation amount for each modified asphalt treatment with various addition amounts. The resulting relationship between the amount of asphalt added and the amount of dust generated is shown graphically in FIG.
【図1】 本発明の実施例1において、アスファルト粘
度と発塵量との関係を示すグラフ。FIG. 1 is a graph showing the relationship between asphalt viscosity and dust generation amount in Example 1 of the present invention.
【図2】 本発明の実施例2において、アスファルト添
加量と発塵量との関係を示すグラフ。FIG. 2 is a graph showing the relationship between the amount of asphalt added and the amount of dust generated in Example 2 of the present invention.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 C09K 17/42 P 17/44 P // C09K 103:00 ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display area C09K 17/42 P 17/44 P // C09K 103: 00
Claims (2)
10〜5000cpに調節した、アスファルト、タール
及び粘性油の中から選ばれた少なくとも1種を石灰又は
セメントに1〜15重量%の割合で添加混合し、石灰又
はセメントの微粒子をアスファルト、あるいはタール、
又は粘性油を核として付着させ、凝集団粒化させること
を特徴とする石灰又はセメントの発塵抑制方法。1. At least one selected from asphalt, tar and viscous oil whose viscosity is adjusted to 10 to 5000 cp by heating or addition of a softening agent is added to lime or cement at a ratio of 1 to 15% by weight. Mix and mix fine particles of lime or cement with asphalt, tar,
Alternatively, a method for suppressing dust generation of lime or cement, which comprises depositing viscous oil as a nucleus to form aggregates.
は繊維状化したのち、石灰又はセメントと混合し、次い
で加熱して凝集団粒化することを特徴とする石灰又はセ
メントの発塵抑制方法。2. A method for suppressing dust generation of lime or cement, which comprises finely granulating or fibrating asphalt or tar, mixing it with lime or cement, and then heating it to form agglomerated aggregates.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21307794A JPH0873252A (en) | 1994-09-06 | 1994-09-06 | Dust generation suppressing method of lime or cement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21307794A JPH0873252A (en) | 1994-09-06 | 1994-09-06 | Dust generation suppressing method of lime or cement |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0873252A true JPH0873252A (en) | 1996-03-19 |
Family
ID=16633170
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP21307794A Pending JPH0873252A (en) | 1994-09-06 | 1994-09-06 | Dust generation suppressing method of lime or cement |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0873252A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0880569A1 (en) | 1996-11-26 | 1998-12-02 | S.A. Lhoist Recherche Et Developpement | Compositions for treating soils, method of preparation and use thereof |
JP2003064362A (en) * | 2001-08-23 | 2003-03-05 | Okutama Kogyo Co Ltd | Soil conditioner and method for producing the same |
EP1783105A1 (en) | 2005-11-04 | 2007-05-09 | S.A. Lhoist Recherche Et Developpement | Mortar composition, process for the production and use thereof |
JP2007262406A (en) * | 1998-09-11 | 2007-10-11 | Kao Corp | Additive composition for asphalt |
JP2012518592A (en) * | 2009-02-26 | 2012-08-16 | シーカ・テクノロジー・アーゲー | Dry composition comprising a binder and a modified vegetable oil |
-
1994
- 1994-09-06 JP JP21307794A patent/JPH0873252A/en active Pending
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0880569A1 (en) | 1996-11-26 | 1998-12-02 | S.A. Lhoist Recherche Et Developpement | Compositions for treating soils, method of preparation and use thereof |
US6699322B2 (en) | 1996-11-26 | 2004-03-02 | S.A. Lhoist Recherche Et Developpment | Compositions for treating soils, the process for their preparation and the use thereof |
JP2007262406A (en) * | 1998-09-11 | 2007-10-11 | Kao Corp | Additive composition for asphalt |
JP2003064362A (en) * | 2001-08-23 | 2003-03-05 | Okutama Kogyo Co Ltd | Soil conditioner and method for producing the same |
EP1783105A1 (en) | 2005-11-04 | 2007-05-09 | S.A. Lhoist Recherche Et Developpement | Mortar composition, process for the production and use thereof |
EP1783105B1 (en) * | 2005-11-04 | 2011-07-27 | S.A. Lhoist Recherche Et Developpement | Mortar composition, process for the production and use thereof |
US8668773B2 (en) | 2005-11-04 | 2014-03-11 | Parexgroup Sa | Mortar composition, method of preparation thereof and use thereof |
US9156736B2 (en) | 2005-11-04 | 2015-10-13 | Parexgroup Sa | Mortar composition, method of preparation thereof and use thereof |
JP2012518592A (en) * | 2009-02-26 | 2012-08-16 | シーカ・テクノロジー・アーゲー | Dry composition comprising a binder and a modified vegetable oil |
US8974595B2 (en) | 2009-02-26 | 2015-03-10 | Sika Technology Ag | Dry composition comprising a binder and a modified vegetable oil |
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