JP2000511151A - Multipurpose mixtures for hydraulic cement compositions - Google Patents
Multipurpose mixtures for hydraulic cement compositionsInfo
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- JP2000511151A JP2000511151A JP09519800A JP51980097A JP2000511151A JP 2000511151 A JP2000511151 A JP 2000511151A JP 09519800 A JP09519800 A JP 09519800A JP 51980097 A JP51980097 A JP 51980097A JP 2000511151 A JP2000511151 A JP 2000511151A
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- 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
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
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- 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
- C04B22/00—Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators or shrinkage compensating agents
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- 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
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/08—Fats; Fatty oils; Ester type waxes; Higher fatty acids, i.e. having at least seven carbon atoms in an unbroken chain bound to a carboxyl group; Oxidised oils or fats
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- 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
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/12—Nitrogen containing compounds organic derivatives of hydrazine
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- 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
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/16—Sulfur-containing compounds
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- 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
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/16—Sulfur-containing compounds
- C04B24/18—Lignin sulfonic acid or derivatives thereof, e.g. sulfite lye
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
(57)【要約】 本発明の例示多機能水硬性セメント組成混合物は硬化促進剤、好適にはカルシウム塩、および脂肪酸アミノスルホン酸界面活性剤を含んでなる。別の例示混合物はさらに水減量剤、例えばリグノスルホン酸塩、および/または早期強度増加剤、例えばアルカノールアミン、も含んでなる。 (57) [Summary] The exemplary multifunctional hydraulic cement composition mixture of the present invention comprises a set accelerator, preferably a calcium salt, and a fatty acid aminosulfonic acid surfactant. Another exemplary mixture further comprises a water reducing agent, such as a lignosulfonate, and / or an early strength enhancer, such as an alkanolamine.
Description
【発明の詳細な説明】 水硬性セメント組成物用の多目的混合物 発明の分野 本発明は水硬性セメント組成物用の混合物に関し、そしてより特に硬化促進お よび空気担持性質を兼備する多機能混合物に関する。 発明の背景 「水硬性セメント」という語は水との化学的相互作用または反応により硬化す るセメントを称する。水硬性セメントのある種の性質を数種の化学的添加剤の添 加により改質できることは広く知られている。例えば、硬化促進剤として硝酸カ ルシウムを加えることが知られている。しかしながら、硝酸カルシウムは水和可 能なセメント混合物中で他の種類の添加剤、化学物質および試薬と組み合わされ る時には非相容性であるかもしれない。本発明では、発明者は水硬性セメント組 成物中で多くの性質を同時に得るための化学的添加剤の新規な組み合わせを発見 した。 発明の要旨 本発明は有機または無機酸の塩であってアルカリまたはアルカリ土類金属塩で ある硬化促進剤、および脂肪酸アミノスルホン酸界面活性剤を含んでなる多機能 水硬性セメント組成混合物に関する。 好適な態様では、この硬化促進剤はカルシウム塩、例えば硝酸カルシウム、塩 化カルシウム、蟻酸カルシウム、または亜硝酸カルシウムであり、そして脂肪酸 アミノスルホン酸は一般式 CH3(CH2)x-CH=CH(CH2)y-CO-NR-(CH2)z-SO3-Mn+ [式中、 「R」は水素、アルキル基またはアリール基であり、 「x」は1−10であり、 「y」は3−10であり、 「z」は1−10であり、 「M」はアルカリもしくはアルカリ土類金属、アンモニウム、またはアルキルア ンモニウムイオンであり、 そして 「n」は1−3である] を有する。 他の好適な混合調合物では、硬化促進剤は硝酸カルシウムを含んでなり、そし て界面活性剤はN−メチルオレオイルタウリン酸ナトリウム(sodium N-methyl o leoyl taurate)を含んでなり、それは式 CH3(CH2)7-CH=CH(CH2)7-CO-N(CH3)CH2CH2SO3 -Na+ を有すると信じられている。 本発明の他の好適な多−機能水硬性セメント混合物はさらに、硬化促進剤およ び界面活性剤の他に、水減量剤、早期強度増加剤、そして好適には両者を含んで なる。水減量剤はリグノスルホン酸塩、例えばリグノスルホン酸カルシウム、を 含んでなっていてよい。早期強度増加剤はアルカノールアミン、好適にはトリエ タノールアミン、を含んでなっていてよい。 従って、本発明の好適な多−機能水硬性セメント組成混合物は硬化促進剤、水 減量剤、早期強度増加剤、および空気担持剤として作用すると信じられている脂 肪酸アミノスルホン酸界面活性剤を含んでなることができる。これらの機能の一 部は1つの混合調合物中で同時に組み合わされていてもよいが、ここに記載され ている機能成分の4種全てはいうま でもなくこれらの機能成分の一部の組み合わせ、例えば硬化促進剤と界面活性剤 、も先行技術により開示または示唆されていないと信じられている。 本発明はさらに、以上および以下に記載されている多−機能混合物を含んでな るコンクリートミックスを含む水硬性セメントミックスにも関する。 例示態様の詳細な記述 ここで使用される「セメント組成物」という語は水硬性セメント結合剤を含ん でなるペースト、モルタルおよびコンクリート組成物を称する。上記の語は業界 用語である。ペーストは水硬性セメント結合剤、例えばポートランドセメント、 から単独でまたは例えばフライアッシュ、発煙シリカまたは熔鉱炉スラグ、およ び水のの如き他の成分と組み合わされてなっており、モルタルはその他に微細骨 材を含むペーストであり、そしてコンクリートはその他に粗大骨材を含むモルタ ルである。本発明のセメント組成物はある量の必要な材料、例えば、水硬性セメ ント、水、および微細または粗大骨材を混合することにより製造され、そのこと は製造される特定のセメント組成物にも適用できる。 ここで使用される「コンクリート」という語はそのような水硬性セメントおよ び不活性骨材の混合物を包括しており且つそれを称する。代表的な骨材には普通 の「粗大」骨材、例えば砂利、花崗岩、石灰石、石英ふるいなど、並びに一般的 に「微細骨材」と称するもの、例えば砂およびフライアッシュ、が包含される。 従来の水硬性セメントコンクリート、例えばポートランドセメントコンクリート 、は大量のすなわち容量で50%以上且つ一般的には約75%までの該骨材を硬 化製品中で使用する。 本発明は硬化促進剤成分、好適には硝酸カルシウム、および脂肪酸ァミノスル ホン酸界面活性剤成分、好適にはN−メチルオレオイルタウリン酸ナトリウム、 を含んでなる水硬性セメント組成混合物に関する。他の好適な混合物はさらに水 減量剤、例えばアルカノールアミンそしてより好適にはトリエタノールアミン、 早期強度増加成分、例えばリグノスルホン酸塩そして好適にはリグノスルホン酸 カルシウム、を含んでなり、そしてさらにより好適にはこの混合物はさらにトリ エタノールアミンおよびリグノスルホン酸カルシウムの両者を含んでなる。混合 物成分は従来の混合装置を使用して安定な溶液の中に配合することができる。 硬化−促進成分は、セメント組成物に加えられる時にセメント組成物が硬化す るのに必要な時間量を短縮させる化合物である。例えば、有機または無機酸の塩 であるアルカリまたはアルカリ土類金属塩を使用できる。下記のリストは制限し ようとする意図はないが、これらの化合物の例はアルカリまたはアルカリ土類金 属硝酸塩、亜硝酸塩、および蟻酸塩、VII族ハロゲンおよび擬ハロゲン酸のアル カリまたはアルカリ土類金属塩、例えばアルカリまたはアルカリ土類金属塩化物 、臭化物、ヨウ化物、シアン化物、シアン酸塩、アジド、およびチオシアン酸塩 、アルカリまたはアルカリ土類金属チオ硫酸塩および過塩素酸塩、並びにアルカ リまたはアルカリ土類金属アルミン酸塩、珪酸塩、および水酸化物、例えば水酸 化ナトリウムである。カルシウム塩、特に硝酸カルシウム、塩化カルシウム、蟻 酸カルシウム、および亜硝酸カルシウム、が特に有利である。硝酸カルシウムが 好適である。 水硬性セメントセメント組成物中で空気担持剤として作用すると信じられてい る脂肪酸アミノスルホン酸は一般式 CH3(CH2)x-CH=CH(CH2)y-CO-NR-(CH2)z-SO3-Mn+ [式中、 「R」は水素、アルキル基またはアリール基であり、 「x」は1−10であり、 「y」は3−10であり、 「z」は1−10であり、 「M」はアルカリもしくはアルカリ土類金属、アンモニウム、またはアルキルア ンモニウムイオンであり、 そして 「n」は1−3である] を有するN−アルキル−N−トール油アミノスルホン酸のアルカリまたはアルカ リ土類金属塩であってよい。好適な脂肪酸アミノスルホン酸界面活性剤はN−メ チル−N−オレオイルタウリン酸ナトリウムを含んでなり、それはニュージャー ジー州、クランブリーのローンープーラン(Rhone-Pou1enc)から商品名イゲポン( Igepon)T−33として入手できる。 水減量剤はリグノスルホン酸、ポリカルボン酸、ナフタレンスルホン酸縮合物 、メラミンスルホン酸縮合物、ヒドロキシル化されたカルボン酸、および炭水化 物、例えばトウモロコシシロップ、のアルカリまたはアルカリ土類金属塩であっ てよい。好適には、水減量剤はリグノスルホン酸塩、例えばリグノスルホン酸カ ルシウム、である。 早期強度増加剤は「早期強度」という語と同様に既知であり、それは1−3日 における圧縮強度を意味する(例えば、ASTM C−39参照)。早期強度増 加剤にはアルカノールアミン類が包含される。アルカ ノールアミンは3価窒素がアルキルアルコールの炭素原子と直接結合されている 化合物群に関する一般的な名称であり、そして例はモノエタノールアミン、ジエ タノールアミンおよびトリエタノールアミンである。アルカノールアミン類には メチルジエタノールアミンおよびトリイソプロパノールアミンも包含される。 本発明の好適な多−機能混合物は好適にはコンクリート中のセメントを基にし て0.05−1.0%s/sの量で使用され、ここで「%s/s」はセメント固体 に対する混合物固体の百分率を示す。好適な混合物は硝酸カルシウムを90−9 9.5%s/sの範囲でそしてN−メチルオレオイルタウリン酸ナトリウムを0. 5−10.0%s/sの範囲で含んでなっていてよい。別の好適な混合物は硝酸 カルシウム(50−90%s/s)、リグノスルホン酸カルシウム(5.0−4 0.0%s/s)、トリエタノールアミンまたはトリイソプロパノールアミン( 0.1−5.0%s/s)、およびN−メチルオレオイルタウリン酸ナトリウム (0.01−5.0%s/s)を含んでなる。DETAILED DESCRIPTION OF THE INVENTION Multipurpose mixtures for hydraulic cement compositions Field of the invention The present invention relates to mixtures for hydraulic cement compositions, and more particularly to accelerated hardening. And a multifunctional mixture having both air carrying properties. Background of the Invention The term "hydraulic cement" is a substance that hardens due to chemical interaction or reaction with water. Called cement. Adding certain properties of hydraulic cement to the addition of several chemical additives It is widely known that it can be modified by addition. For example, nitric acid as a curing accelerator It is known to add lucium. However, calcium nitrate is hydratable Combined with other types of additives, chemicals and reagents in a workable cement mixture May be incompatible at times. In the present invention, the inventor has set a hydraulic cement group. Discover new combinations of chemical additives to obtain many properties simultaneously in products did. Summary of the Invention The invention is a salt of an organic or inorganic acid, which is an alkali or alkaline earth metal salt. Multifunctional comprising certain curing accelerator and fatty acid aminosulfonic acid surfactant It relates to a hydraulic cement composition mixture. In a preferred embodiment, the set accelerator is a calcium salt such as calcium nitrate, salt Calcium calcium, calcium formate, or calcium nitrite, and fatty acids Aminosulfonic acid has the general formula CHThree(CHTwo)x-CH = CH (CHTwo)y-CO-NR- (CHTwo)z-SOThree-Mn + [Where, "R" is hydrogen, an alkyl group or an aryl group, “X” is 1-10, "Y" is 3-10, “Z” is 1-10, “M” is an alkali or alkaline earth metal, ammonium, or alkyl Ammonium ion, And “N” is 1-3] Having. In another suitable mixed formulation, the set accelerator comprises calcium nitrate and The surfactant is sodium N-methyl oleoyl taurate (sodium N-methyl o leoyl taurate), which has the formula CHThree(CHTwo)7-CH = CH (CHTwo)7-CO-N (CHThree) CHTwoCHTwoSOThree -Na+ Is believed to have Other suitable multi-functional hydraulic cement mixtures of the present invention further include a set accelerator and Water-reducing agents, early strength-enhancing agents, and preferably both, Become. Water weight loss agents include lignosulfonates, such as calcium lignosulfonate. May be included. The early strength enhancer is an alkanolamine, preferably trie Tanolamine. Accordingly, the preferred multi-functional hydraulic cement composition mixture of the present invention is a hardening accelerator, Fats believed to act as weight loss agents, early strength agents, and airborne agents It can comprise a fatty acid amino sulfonic acid surfactant. One of these features The parts may be combined simultaneously in one mixed formulation, but are not described herein. All four of the functional components Not even some combinations of these functional components, such as curing accelerators and surfactants , Are not believed to be disclosed or suggested by the prior art. The present invention further does not include the multi-functional mixtures described above and below. It also relates to hydraulic cement mixes, including concrete mixes. Detailed description of exemplary embodiments The term "cement composition" as used herein includes hydraulic cement binders , Mortar, and concrete composition. The above words are industry Is a term. The paste is a hydraulic cement binder, such as Portland cement, Alone or from, for example, fly ash, fumed silica or blast furnace slag, and Combined with other ingredients, such as water and mortar, mortar also Concrete and mortar containing coarse aggregate It is. The cement composition of the present invention comprises a certain amount of necessary material, for example, hydraulic cement. Manufactured by mixing cement, water, and fine or coarse aggregates, Is also applicable to the particular cement composition being manufactured. The term "concrete" as used herein is such a hydraulic cement and And a mixture of inert aggregates. Normal for typical aggregate "Coarse" aggregates, such as gravel, granite, limestone, quartz sieves, and general What is referred to as "fine aggregates", such as sand and fly ash. Conventional hydraulic cement concrete, such as Portland cement concrete Harden the aggregate in large quantities, i.e. more than 50% by volume and generally up to about 75%. Used in chemical products. The present invention provides a curing accelerator component, preferably calcium nitrate, and a fatty acid aminosulfur. A sulfonic acid surfactant component, preferably sodium N-methyl oleoyltaurate, And a hydraulic cement composition mixture comprising: Another suitable mixture is water Weight loss agents such as alkanolamines and more preferably triethanolamine, An early strength-enhancing component, such as lignosulphonate and preferably lignosulphonic acid Calcium, and even more preferably, the mixture further comprises It comprises both ethanolamine and calcium lignosulfonate. mixture The components can be blended into a stable solution using conventional mixing equipment. The setting-accelerator component is used to cure the cement composition when added to the cement composition. A compound that reduces the amount of time required to perform For example, salts of organic or inorganic acids Alkali or alkaline earth metal salts can be used. The list below is restricted Although not intended to be, examples of these compounds are alkali or alkaline earth metals. Genus nitrates, nitrites, and formate, group VII halogens and pseudohalogen acids Potassium or alkaline earth metal salts, such as alkali or alkaline earth metal chlorides , Bromide, iodide, cyanide, cyanate, azide, and thiocyanate , Alkali or alkaline earth metal thiosulfates and perchlorates, and alkali Li or alkaline earth metal aluminates, silicates, and hydroxides, such as hydroxy Sodium chloride. Calcium salts, especially calcium nitrate, calcium chloride, ants Calcium acid and calcium nitrite are particularly advantageous. Calcium nitrate It is suitable. Hydraulic cement is believed to act as an air carrier in cement compositions Fatty acid aminosulfonic acid has the general formula CHThree(CHTwo)x-CH = CH (CHTwo)y-CO-NR- (CHTwo)z-SOThree-Mn + [Where, "R" is hydrogen, an alkyl group or an aryl group, “X” is 1-10, "Y" is 3-10, “Z” is 1-10, “M” is an alkali or alkaline earth metal, ammonium, or alkyl Ammonium ion, And “N” is 1-3] Alkali or Alkali of N-Alkyl-N-Tall Oil Aminosulfonic Acid Having It may be a lithium earth metal salt. Preferred fatty acid aminosulfonic acid surfactants are N-meth Comprising sodium chill-N-oleoyltaurate, which is Igepon (Rhone-Pou1enc) from Cranbury, G Igepon) T-33. Water weight loss agent is lignosulfonic acid, polycarboxylic acid, naphthalenesulfonic acid condensate , Melamine sulfonic acid condensates, hydroxylated carboxylic acids, and carbohydrates Alkali or alkaline earth metal salts of corn syrup, for example. May be. Preferably, the water-reducing agent is a lignosulfonate, such as lignosulfonate Lucium. Early strength enhancers are known as well as the term "early strength", which means that (For example, see ASTM C-39). Early strength increase Additives include alkanolamines. Arca Nolamine has a trivalent nitrogen bonded directly to the carbon atom of the alkyl alcohol A generic name for a group of compounds, and examples are monoethanolamine, die Tanolamine and triethanolamine. Alkanolamines include Methyldiethanolamine and triisopropanolamine are also included. The preferred multi-functional mixture of the present invention is preferably based on cement in concrete. 0.05-1.0% s / s, where "% s / s" is the cement solids Shows the percentage of the mixture solids relative to. A preferred mixture is 90-9 calcium nitrate. In the range of 9.5% s / s and sodium N-methyl oleoyltaurate at 0. It may be contained in the range of 5 to 10.0% s / s. Another suitable mixture is nitric acid Calcium (50-90% s / s), calcium lignosulfonate (5.0-4 0.0% s / s), triethanolamine or triisopropanolamine ( 0.1-5.0% s / s), and sodium N-methyl oleoyl taurate (0.01-5.0% s / s).
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C04B 22:12 24:04) 103:14 (81)指定国 EP(AT,BE,CH,DE, DK,ES,FI,FR,GB,GR,IE,IT,L U,MC,NL,PT,SE),OA(BF,BJ,CF ,CG,CI,CM,GA,GN,ML,MR,NE, SN,TD,TG),AP(KE,LS,MW,SD,S Z,UG),EA(AM,AZ,BY,KG,KZ,MD ,RU,TJ,TM),AL,AM,AT,AU,AZ ,BA,BB,BG,BR,BY,CA,CH,CN, CU,CZ,DE,DE,DK,EE,ES,FI,G B,GE,HU,IL,IS,JP,KE,KG,KP ,KR,KZ,LC,LK,LR,LS,LT,LU, LV,MD,MG,MK,MN,MW,MX,NO,N Z,PL,PT,RO,RU,SD,SE,SG,SI ,SK,TJ,TM,TR,TT,UA,UG,US, UZ,VN──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme court ゛ (Reference) C04B 22:12 24:04) 103: 14 (81) Designated country EP (AT, BE, CH, DE, DK) , ES, FI, FR, GB, GR, IE, IT, LU, MC, NL, PT, SE), OA (BF, BJ, CF, CG, CI, CM, GA, GN, ML, MR, NE) , SN, TD, TG), AP (KE, LS, MW, SD, SZ, UG), EA (AM, AZ, BY, KG, KZ, MD, RU, TJ, TM), AL, AM, AT , AU, AZ, BA, BB, BG, BR, BY, CA, CH, CN, CU, CZ, DE, DE, DK, EE, ES, FI, GB, GE, HU, IL, IS, JP , KE, KG, KP, KR, KZ, LC, LK, LR, LS, LT, LU, LV, MD, MG, MK, MN, MW, MX, NO, NZ, PL, PT, RO, RU, SD, SE, SG, SI, SK, TJ, TM, TR, TT, UA, UG, US, UZ, VN
Claims (1)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US690095P | 1995-11-17 | 1995-11-17 | |
| PCT/US1996/018300 WO1997019032A1 (en) | 1995-11-17 | 1996-11-15 | Multipurpose admixture for hydraulic cement composition |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| JP2000511151A true JP2000511151A (en) | 2000-08-29 |
| JP2000511151A5 JP2000511151A5 (en) | 2004-10-28 |
| JP4251505B2 JP4251505B2 (en) | 2009-04-08 |
Family
ID=21723171
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP51980097A Expired - Fee Related JP4251505B2 (en) | 1995-11-17 | 1996-11-15 | Multi-purpose mixture for hydraulic cement compositions |
Country Status (4)
| Country | Link |
|---|---|
| JP (1) | JP4251505B2 (en) |
| KR (1) | KR100579778B1 (en) |
| AU (1) | AU7733696A (en) |
| WO (1) | WO1997019032A1 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100911721B1 (en) * | 2008-09-30 | 2009-08-10 | 나종천 | Admixtures, Mortars and Concrete Including Admixtures |
| JP2010024078A (en) * | 2008-07-17 | 2010-02-04 | Harashima Tomoko | Admixture |
| JP2011515323A (en) * | 2008-03-28 | 2011-05-19 | ラファルジュ | Cement admixture |
| WO2012067173A1 (en) * | 2010-11-19 | 2012-05-24 | 花王株式会社 | Hydraulic composition dispersing agent |
| WO2012124716A1 (en) | 2011-03-15 | 2012-09-20 | 花王株式会社 | Dispersing agent for hydraulic compositions |
| JP2014122138A (en) * | 2012-12-21 | 2014-07-03 | Kao Corp | Hydraulic composition |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NO973207L (en) * | 1997-07-10 | 1999-01-11 | Nyfotek As | Hardening accelerator for concrete |
| BR0011570B1 (en) * | 1999-06-15 | 2009-08-11 | method and additive for improving the early strength of a cement and its composition. | |
| US6485561B1 (en) * | 2000-03-03 | 2002-11-26 | Clinton D. Dattel | Low density cellular concrete with accelerators for rapid hardening |
| JP4809516B2 (en) * | 2000-04-25 | 2011-11-09 | セルテック株式会社 | Manufacturing method of immediate demolding concrete products |
| KR100888243B1 (en) * | 2007-06-19 | 2009-03-10 | 주식회사 실크로드시앤티 | Accelerated admixture composition for increasing the miscibility of winter fly ash |
| FR2942223B1 (en) * | 2009-02-17 | 2011-04-22 | Lafarge Sa | RAPID HYDRAULIC BINDER FOR CONCRETE PARTS AND WORKS CONTAINING CALCIUM SALT |
| AT514510B1 (en) * | 2013-06-26 | 2018-01-15 | Baustofftechnik Gmbh | Künettenfüllmaterial |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5316572A (en) * | 1989-12-11 | 1994-05-31 | Nmb Ltd. | Method of manufacturing concrete for placement in air not requiring consolidation |
| US5322562A (en) * | 1990-07-12 | 1994-06-21 | Sandoz Ltd. | Production of cement-mortar dry mix |
| JP2635884B2 (en) * | 1991-06-25 | 1997-07-30 | 日本国土開発株式会社 | Concrete composition |
| JP3420274B2 (en) * | 1993-04-05 | 2003-06-23 | ダブリュー・アール・グレース・アンド・カンパニー−コーン | Novel cement dispersant composition excellent in preventing flowability deterioration |
-
1996
- 1996-11-15 WO PCT/US1996/018300 patent/WO1997019032A1/en not_active Ceased
- 1996-11-15 KR KR1019980703599A patent/KR100579778B1/en not_active Expired - Fee Related
- 1996-11-15 AU AU77336/96A patent/AU7733696A/en not_active Abandoned
- 1996-11-15 JP JP51980097A patent/JP4251505B2/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011515323A (en) * | 2008-03-28 | 2011-05-19 | ラファルジュ | Cement admixture |
| JP2010024078A (en) * | 2008-07-17 | 2010-02-04 | Harashima Tomoko | Admixture |
| KR100911721B1 (en) * | 2008-09-30 | 2009-08-10 | 나종천 | Admixtures, Mortars and Concrete Including Admixtures |
| WO2012067173A1 (en) * | 2010-11-19 | 2012-05-24 | 花王株式会社 | Hydraulic composition dispersing agent |
| RU2565298C2 (en) * | 2010-11-19 | 2015-10-20 | Коа Корпорейшн | Dispersant for hydraulic composition |
| WO2012124716A1 (en) | 2011-03-15 | 2012-09-20 | 花王株式会社 | Dispersing agent for hydraulic compositions |
| US9353004B2 (en) | 2011-03-15 | 2016-05-31 | Kao Corporation | Dispersant for a hydraulic composition |
| JP2014122138A (en) * | 2012-12-21 | 2014-07-03 | Kao Corp | Hydraulic composition |
Also Published As
| Publication number | Publication date |
|---|---|
| KR19990067576A (en) | 1999-08-25 |
| KR100579778B1 (en) | 2006-10-24 |
| AU7733696A (en) | 1997-06-11 |
| JP4251505B2 (en) | 2009-04-08 |
| WO1997019032A1 (en) | 1997-05-29 |
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