JP4438449B2 - High strength hydraulic composition - Google Patents

High strength hydraulic composition Download PDF

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JP4438449B2
JP4438449B2 JP2004052215A JP2004052215A JP4438449B2 JP 4438449 B2 JP4438449 B2 JP 4438449B2 JP 2004052215 A JP2004052215 A JP 2004052215A JP 2004052215 A JP2004052215 A JP 2004052215A JP 4438449 B2 JP4438449 B2 JP 4438449B2
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hydraulic composition
aggregate
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JP2005239491A (en
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則彦 澤邊
克彦 真崎
浩司 蒔田
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Ube Corp
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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Description

本発明は、高強度及び耐磨耗性に優れる高強度水硬性組成物に関するものである。   The present invention relates to a high-strength hydraulic composition excellent in high strength and abrasion resistance.

耐摩耗性骨材を含有する耐摩耗性セメント組成物セメントとしては、特許文献1に流動化剤、及び耐摩耗性骨材を含有してなる耐摩耗性セメント組成物が開示されている。   As an abrasion-resistant cement composition cement containing an abrasion-resistant aggregate, Patent Document 1 discloses an abrasion-resistant cement composition containing a fluidizing agent and an abrasion-resistant aggregate.

特開平6−122536号公報JP-A-6-122536

本発明は、曲げ強度、耐磨耗性及び表面硬度に優れ、流動性に優れる高強度水硬性組成物の提供を目的とする。 The present invention is excellent bending strength, wear resistance and surface hardness, and an object thereof is to provide a high-strength hydraulic composition having excellent flowability.

発明者らは、アルミナセメント、ポルトランドセメント、石膏及び高炉スラグを含む水硬性成分に、特定の骨材を含有させると、曲げ強度、耐磨耗性及び表面硬度が向上することを見出し、本発明を完成した。 Inventors found alumina cement, Portland cement, a hydraulic component comprising gypsum and blast furnace slag, the inclusion of certain aggregate, bending strength, to improve abrasion resistance and surface hardness, the Completed the invention.

本発明は、水硬性成分及び高硬度骨材を含む高強度水硬性組成物であり、
水硬性成分はアルミナセメント、ポルトランドセメント、石膏及び高炉スラグを含み、
高硬度骨材はスピネル・フォルステライト及び電気炉酸化スラグから選ばれる成分を少なくとも1種以上含むことを特徴とする高強度水硬性組成物を提供することである。
好ましくは本発明は、水硬性成分及び高硬度骨材を含む高強度水硬性組成物であり、
水硬性成分はアルミナセメント、ポルトランドセメント、石膏及び高炉スラグを含み、
高硬度骨材はスピネル・フォルステライトを含むことを特徴とする高強度水硬性組成物を提供することである。
好ましくは本発明は、水硬性成分及び高硬度骨材を含む高強度水硬性組成物であり、
水硬性成分はアルミナセメント、ポルトランドセメント、石膏及び高炉スラグを含み、
高硬度骨材は電気炉酸化スラグを含むことを特徴とする高強度水硬性組成物を提供することである。
The present invention is a high-strength hydraulic composition comprising a hydraulic component and a high-hardness aggregate,
Hydraulic components include alumina cement, Portland cement, gypsum and blast furnace slag,
The high-hardness aggregate is to provide a high-strength hydraulic composition comprising at least one component selected from spinel forsterite and electric furnace oxidation slag.
Preferably, the present invention is a high strength hydraulic composition comprising a hydraulic component and a high hardness aggregate,
Hydraulic components include alumina cement, Portland cement, gypsum and blast furnace slag,
It is to provide a high-strength hydraulic composition characterized in that the high-hardness aggregate contains spinel forsterite.
Preferably, the present invention is a high strength hydraulic composition comprising a hydraulic component and a high hardness aggregate,
Hydraulic components include alumina cement, Portland cement, gypsum and blast furnace slag,
It is to provide a high-strength hydraulic composition characterized in that the high-hardness aggregate contains an electric furnace oxidation slag.

本発明の高強度水硬性組成物の好ましい態様を以下に示す。
本発明の高強度水硬性組成物は、水硬性成分100質量部に対し、高硬度骨材を含む骨材40〜300質量部を含むことが好ましい。
本発明の高強度水硬性組成物は、水硬性成分が、アルミナセメント100質量部に対して、ポルトランドセメント120質量部以下、石膏30〜100質量部、高炉スラグ50〜250質量部を含むことが好ましい。
本発明の高強度水硬性組成物は、さらに増粘剤、減水剤及び消泡剤を含むことが好ましい。
The preferable aspect of the high intensity | strength hydraulic composition of this invention is shown below.
The high-strength hydraulic composition of the present invention preferably contains 40 to 300 parts by mass of an aggregate containing a high-hardness aggregate with respect to 100 parts by mass of the hydraulic component.
In the high-strength hydraulic composition of the present invention, the hydraulic component may contain 120 parts by mass or less of Portland cement, 30 to 100 parts by mass of gypsum, and 50 to 250 parts by mass of blast furnace slag with respect to 100 parts by mass of alumina cement. preferable.
The high-strength hydraulic composition of the present invention preferably further contains a thickener, a water reducing agent and an antifoaming agent.

本発明は、曲げ強度、耐磨耗性及び表面硬度に優れ、流動性に優れる、強度水硬性組成物を提供することができる。 The present invention is excellent bending strength, wear resistance and surface hardness, excellent fluidity, it is possible to provide a high-strength hydraulic composition.

セルフレベリング材の具備すべき重要な要件の一つは、適度な急硬性を有することであるが、急硬性は第一義的に、含まれる水硬性成分の種類に依存する。ポルトランドセメント系では硬化速度が遅く、乾燥収縮が大きいと言う欠点を有しており、一方、速硬性セメント系では硬化速度面では改善されるものの、流動性が低く、強度が低いと言う欠点を有している。
本発明の高強度水硬性組成物において、アルミナセメント、ポルトランドセメント、石膏および高炉スラグよりなる水硬性成分を使用することで、互いの欠点を補いこの問題を解決している。
水硬性成分は、(A)アルミナセメント100質量部に対して、
(B)ポルトランドセメントが好ましくは120質量部以下、さらに好ましくは5〜115質量部、より好ましくは10〜110質量部、特に好ましくは20〜100質量部、
(C)石膏が好ましくは30〜100質量部、さらに好ましくは33〜95質量部、より好ましくは35〜90質量部、特に好ましくは40〜80質量部、
及び(D)高炉スラグが好ましくは50〜250質量部、さらに好ましくは60〜220質量部、より好ましくは70〜180質量部、特に好ましくは80〜140質量部を含むことが好ましい。
One of the important requirements that the self-leveling material should have is that it has an appropriate rapid hardening property, but the rapid hardening property primarily depends on the type of hydraulic component contained. The Portland cement system has the disadvantages that the curing speed is slow and the drying shrinkage is large, while the fast-curing cement system has an improvement in terms of the curing speed, but has the disadvantages that the fluidity is low and the strength is low. Have.
In the high-strength hydraulic composition of the present invention, the use of hydraulic components made of alumina cement, Portland cement, gypsum and blast furnace slag compensates for each other's drawbacks and solves this problem.
The hydraulic component is (A) 100 parts by mass of alumina cement,
(B) Portland cement is preferably 120 parts by mass or less, more preferably 5 to 115 parts by mass, more preferably 10 to 110 parts by mass, particularly preferably 20 to 100 parts by mass,
(C) The gypsum is preferably 30 to 100 parts by mass, more preferably 33 to 95 parts by mass, more preferably 35 to 90 parts by mass, particularly preferably 40 to 80 parts by mass,
And (D) It is preferable that blast furnace slag contains 50-250 mass parts, More preferably, it is 60-220 mass parts, More preferably, it is 70-180 mass parts, Most preferably, it contains 80-140 mass parts.

アルミナセメントは、潜在的に急硬性を有しており、硬化後は耐化学薬品性、耐火性に優れた硬化体を与える。また、潜在水硬性を有する高炉スラグの存在により、その欠点である硬化体強度の経時的な低下も抑制される。アルミナセメントは鉱物組成が異なるものが数種知られ市販されており、何れも主成分はモノカルシウムアルミネート(CA)であるが、強度および着色性の面からは、CA成分が多く且つCAF等の少量成分が少ないアルミナセメントが好ましい。
アルミナセメントは、水硬性成分100質量%に対し、好ましくは10質量%以上、さらに好ましくは15質量%以上、より好ましくは20質量%以上、特に好ましくは25質量%以上から、好ましくは100質量%以下、さらに好ましくは60質量%以下、より好ましくは50質量%以下、特に好ましくは40質量%以下の範囲の量を含むことが好ましい。
Alumina cement has a potentially rapid hardening property, and gives a cured product excellent in chemical resistance and fire resistance after curing. In addition, due to the presence of blast furnace slag having latent hydraulic properties, a decrease over time in the strength of the cured body, which is a drawback thereof, is also suppressed. Alumina cement is commercially available is known several those mineral composition is different, but both major component is monocalcium aluminate (CA), from the viewpoint of strength and coloring, CA component number and C 4 Alumina cement with a small amount of small components such as AF is preferred.
The alumina cement is preferably 10% by mass or more, more preferably 15% by mass or more, more preferably 20% by mass or more, particularly preferably from 25% by mass or more, preferably 100% by mass with respect to 100% by mass of the hydraulic component. In the following, it is preferable to include an amount in the range of 60% by mass or less, more preferably 50% by mass or less, and particularly preferably 40% by mass or less.

ポルトランドセメントは、普通ポルトランドセメント、早強ポルトランドセメントなどを用いることができる。水硬性成分としてポルトランドセメントを用いることにより、コスト低減に効果が認められ好ましい、また、添加量が多すぎると流動性が低下する場合があり、白華発生の原因となるため、アルミナセメント100質量部に対し、好ましくは120質量部以下添加することが好ましい。ポルトランドセメントは、普通ポルトランドセメントが好ましい。   As the Portland cement, ordinary Portland cement, early-strength Portland cement, or the like can be used. The use of Portland cement as the hydraulic component is preferable because it is effective in reducing costs, and if the amount added is too large, fluidity may be reduced, which may cause the generation of white flower. Preferably, 120 parts by mass or less is added to the part. Portland cement is preferably ordinary Portland cement.

石膏は急硬性であり、また、硬化後の寸法安定性保持成分として働くものであるが、その添加量は、アルミナセメント100質量部に対して、30〜100質量部とするのが好ましい。少なすぎると寸法安定性が低下し、多すぎると耐水性が低下し、水による異常膨張が起こることがある。なお、石膏は、無水、半水、2水等の各石膏がその種を問わず一種または二種以上の混合物として使用できる。   Gypsum is quick-hardening and functions as a component for maintaining dimensional stability after curing, but the amount added is preferably 30 to 100 parts by mass with respect to 100 parts by mass of alumina cement. If the amount is too small, the dimensional stability is lowered. If the amount is too large, the water resistance is lowered, and abnormal swelling due to water may occur. In addition, as for gypsum, each gypsum, such as anhydrous, semi-water, and 2 water, can be used as 1 type or a mixture of 2 or more types regardless of the kind.

高炉スラグは、硬化体の耐クラック性を高めるだけでなく、アルミナセメントの硬化体強度を向上させる効果も有している。高炉スラグの添加量は、アルミナセメント100質量部に対して、50〜250質量部とするのが好ましい。少なすぎると収縮が大きくなり、多すぎると強度低下を招くことがある。   The blast furnace slag not only increases the crack resistance of the hardened body, but also has the effect of improving the hardened body strength of the alumina cement. The amount of blast furnace slag added is preferably 50 to 250 parts by mass with respect to 100 parts by mass of alumina cement. If the amount is too small, the shrinkage increases, and if the amount is too large, the strength may decrease.

本発明の高強度水硬性組成物において、水硬性成分100質量部に対し、高硬度骨材を含む骨材40〜300質量部、好ましくは50〜200質量部、さらに好ましくは60〜150質量部、特に好ましくは70〜100質量部を含むことが好ましい。
高硬度骨材を含む骨材は、骨材100質量%に対し、高硬度骨材を好ましくは50質量%以上、さらに好ましくは60質量%、より好ましくは70質量%、特に好ましくは80質量%を含むことにより、曲げ強度、耐磨耗性及び表面硬度に優れる。
In the high-strength hydraulic composition of the present invention, 40 to 300 parts by mass, preferably 50 to 200 parts by mass, more preferably 60 to 150 parts by mass of the aggregate containing the high hardness aggregate with respect to 100 parts by mass of the hydraulic component. Particularly preferably, it is preferable to contain 70 to 100 parts by mass.
The aggregate containing the high hardness aggregate is preferably 50 mass% or more, more preferably 60 mass%, more preferably 70 mass%, particularly preferably 80 mass% with respect to 100 mass% of the aggregate. by including, bending strength, excellent abrasion resistance and surface hardness.

高硬度骨材は、スピネル・フォルステライト、電気炉酸化スラグを各々単独で、又はこれらを混合して用いることができる。
高硬度骨材の粒子径は、1500μm以下のものを用いることが好ましい。
As the high-hardness aggregate, spinel forsterite and electric furnace oxidation slag can be used alone or in combination.
The particle diameter of the high hardness aggregate is preferably 1500 μm or less.

スピネル・フォルステライトは、MgAl・MgSiOを主成分としたものであり、高い硬度を有し、耐摩耗性に優れている。天然物としても存在するが、人工的には、ステンレスの原料である高炭素フェロクロム(FeCr)を製造する工程で副産する鉱滓を冷却し、粉砕・分級し整粒することでも得られる。天然物、人工物いずれも用いることができる。 Spinel forsterite is composed mainly of MgAl 2 O 4 .Mg 2 SiO 4 and has high hardness and excellent wear resistance. Although it exists as a natural product, it can also be obtained artificially by cooling the slag produced as a by-product in the process of producing high carbon ferrochrome (FeCr), which is a raw material for stainless steel, and pulverizing, classifying and sizing. Both natural products and artificial products can be used.

電気炉酸化スラグは、銑鉄を製造する高炉を冷却・粉砕・分級して得られる高炉スラグと異なり、電気炉を使用した製鋼工程から得られる副産物の鉱滓を冷却し、粉砕・分級し整粒することで得られる酸化スラグである。この主要鉱物組成は、FeO、MgFeAlO及び非晶質珪酸塩から成る。 Electric furnace oxidation slag is different from blast furnace slag obtained by cooling, pulverizing and classifying a blast furnace that produces pig iron, cooling the by-product slag obtained from the steelmaking process using the electric furnace, pulverizing, classifying and sizing It is the oxidation slag obtained by this. This main mineral composition consists of FeO, MgFeAlO 4 and amorphous silicate.

骨材としては、高硬度骨材を除く、珪砂、珪石粉などのシリカ質細骨材、スラグ、フライアッシュ、石灰石、タルク、カオリン、アルミナ粉、酸化チタン、水酸化アルミニウム、マイカ、パイロフィライト、ゼオライト、シリカゲルなどの公知の骨材を併用して用いることができる。
骨材としては、粒度分布の異なる骨材を2種以上混ぜ合わせて用いることができる。
骨材は、5号珪砂、6号珪砂及び7号珪砂など、5号珪砂と5号珪砂より粒度の小さな珪砂などの骨材との混合物を好ましく用いることができる。
Aggregates include fine silica aggregates such as quartz sand and quartzite powder, slag, fly ash, limestone, talc, kaolin, alumina powder, titanium oxide, aluminum hydroxide, mica, pyrophyllite, excluding high-hardness aggregates Further, known aggregates such as zeolite and silica gel can be used in combination.
As the aggregate, two or more kinds of aggregates having different particle size distributions can be mixed and used.
As the aggregate, a mixture of No. 5 silica sand, No. 6 silica sand, No. 7 silica sand and the like such as No. 5 silica sand and an aggregate such as silica sand having a smaller particle size than No. 5 silica sand can be preferably used.

本発明の高強度水硬性組成物において、高強度の硬化体を得るには、水/水硬性成分比を下げる必要があるが、水/水硬性成分を低くして高い流動性を確保するためには、減水剤を添加することが好ましい。
特に、本発明における水硬性成分の一つであるアルミナセメントの強度発現性は、水/セメント比の影響を大きく受けることから、減水剤を使用し、水/水硬性成分比を小さくすることが好ましい。減水剤の添加は、材料分離を生じ易くなるため、減水剤と増粘剤を併用することが好ましい。
本発明の高強度水硬性組成物において、増粘剤及び/又は消泡剤の添加は、硬化体表面における材料分離、気泡の発生を抑制し、硬化体外観の改善に好ましい効果を与えるために好ましい。
In the high-strength hydraulic composition of the present invention, in order to obtain a high-strength cured product, it is necessary to lower the water / hydraulic component ratio, but to secure high fluidity by lowering the water / hydraulic component. It is preferable to add a water reducing agent.
In particular, the strength development of alumina cement, which is one of the hydraulic components in the present invention, is greatly affected by the water / cement ratio. Therefore, a water reducing agent can be used to reduce the water / hydraulic component ratio. preferable. Since addition of a water reducing agent tends to cause material separation, it is preferable to use a water reducing agent and a thickener in combination.
In the high-strength hydraulic composition of the present invention, the addition of a thickening agent and / or an antifoaming agent suppresses material separation and generation of bubbles on the surface of the cured body, and has a favorable effect on improving the appearance of the cured body. preferable.

減水剤は、ナフタレン系、メラミン系、ポリカルボン酸系、リグニンスルホン酸系などを用いることが出来、併用する増粘剤との最適な組合わせとなるのは、ポリカルボン酸系が好ましい。
減水剤の添加量は、本発明の特性を損なわない範囲で添加することができ、水硬性成分100質量部に対して0.01〜1質量部、さらに0.02〜0.5質量部、特に0.05〜0.20質量部が好ましい。
As the water reducing agent, naphthalene-based, melamine-based, polycarboxylic acid-based, lignin sulfonic acid-based, and the like can be used, and a polycarboxylic acid-based one is preferable for an optimal combination with a thickener used in combination.
The addition amount of the water reducing agent can be added within a range not impairing the characteristics of the present invention, and is 0.01 to 1 part by mass, further 0.02 to 0.5 part by mass, with respect to 100 parts by mass of the hydraulic component, 0.05 to 0.20 parts by mass are particularly preferable.

増粘剤は、メチルセルロース、カルボキシメチルセルロースなどのセルロース系、ゼラチン、ベクチンなどの蛋白質系、ポリエチレングリコール、ポリエチレンオキサイド、ポリアクリルアミド、ポリビニルアルコールなどの水溶性ポリマー系、ラテックス系などを用いることが出来、特にセルロース系などを用いることが出来る。
増粘剤の添加量は、本発明の特性を損なわない範囲で添加することができ、水硬性成分100質量部に対して0.01〜0.5質量部、さらに0.01〜0.2質量部、特に0.01〜0.1質量部含むことが好ましい。増粘剤の添加量が多くなると、流動性の低下を招く恐れがあり好ましくない。
As the thickener, a cellulose type such as methylcellulose and carboxymethylcellulose, a protein type such as gelatin and bectin, a water-soluble polymer type such as polyethylene glycol, polyethylene oxide, polyacrylamide, and polyvinyl alcohol, and a latex type can be used. Cellulose and the like can be used.
The addition amount of the thickener can be added within a range that does not impair the characteristics of the present invention, and is 0.01 to 0.5 parts by mass, more preferably 0.01 to 0.2 parts by mass with respect to 100 parts by mass of the hydraulic component. It is preferable to contain a mass part, especially 0.01-0.1 mass part. If the amount of the thickener added is increased, the fluidity may be lowered, which is not preferable.

本発明の高強度水硬性組成物は、硬化物の圧縮強度や耐磨耗性、表面状態を向上させる目的で、消泡剤を含むことができる。
消泡剤は、シリコン系、アルコール系、ポリエーテル系、鉱物油系、フッ素系などの合成物質または植物由来の天然物質など、公知のものを用いることが出来る。
消泡剤の添加量は、本発明の特性を損なわない範囲で添加することができ、水硬性成分100質量部に対して、2質量部以下、さらに1質量部以下、特に0.5質量部以下が好ましい。消泡剤の添加量は、上記より多く添加する場合、消泡効果の向上がみとめられない場合がある。
The high-strength hydraulic composition of the present invention can contain an antifoaming agent for the purpose of improving the compressive strength, abrasion resistance, and surface state of the cured product.
As the antifoaming agent, known materials such as synthetic materials such as silicon-based, alcohol-based, polyether-based, mineral oil-based, and fluorine-based materials or plant-derived natural materials can be used.
The addition amount of the antifoaming agent can be added within a range that does not impair the characteristics of the present invention. The following is preferred. When the defoaming agent is added in a larger amount than the above, the defoaming effect may not be improved.

本発明の高強度水硬性組成物は、粒子状、粉体状、乳化状(エマルジョン)、繊維状などの樹脂成分を添加して用いることができる。また本発明の高強度水硬性組成物は、粒子状、粉体状、乳化状(エマルジョン)、繊維状などの樹脂成分を含まなくてもよい。   The high-strength hydraulic composition of the present invention can be used by adding resin components such as particles, powders, emulsions (emulsions), and fibers. The high-strength hydraulic composition of the present invention may not contain resin components such as particles, powders, emulsions (emulsions), and fibers.

本発明の高強度水硬性組成物において、凝結速度調整剤は、水硬性組成物に応じて、特性を損なわない範囲で適宜添加することができ、凝結促進剤及び凝結遅延剤の成分、添加量及び混合比率を適宜選択して、流動性、可使時間を調整することができる。   In the high-strength hydraulic composition of the present invention, the setting rate adjusting agent can be appropriately added depending on the hydraulic composition as long as the characteristics are not impaired, the components of the setting accelerator and setting retarder, and the added amount In addition, the fluidity and pot life can be adjusted by appropriately selecting the mixing ratio.

凝結促進剤としては、公知の凝結促進剤を用いることが出来る。凝結促進剤の一例として、炭酸リチウム、塩化リチウム、硫酸リチウム、硝酸リチウム、水酸化リチウム、酢酸リチウム、酒石酸リチウム、リンゴ酸リチウム、クエン酸リチウム、シュウ酸リチウムなどの、無機リチウム塩や有機リチウム塩などのリチウム塩を用いることが出来る。特に炭酸リチウムは、効果、入手容易性、価格の面から好ましい。   A known setting accelerator can be used as the setting accelerator. Examples of setting accelerators include inorganic and organic lithium salts such as lithium carbonate, lithium chloride, lithium sulfate, lithium nitrate, lithium hydroxide, lithium acetate, lithium tartrate, lithium malate, lithium citrate, and lithium oxalate. Lithium salt such as can be used. In particular, lithium carbonate is preferable from the viewpoint of effects, availability, and cost.

凝結遅延剤としては、公知の凝結遅延剤を用いることが出来る。凝結遅延剤の一例として、硫酸ナトリウム、重炭酸ナトリウム、酒石酸ナトリウム、リンゴ酸ナトリウム、クエン酸ナトリウム、グルコン酸ナトリウムなどの、無機ナトリウム塩や有機ナトリウム塩などのナトリウム塩を用いることが出来る。   As the setting retarder, a known setting retarder can be used. As an example of a setting retarder, sodium salts such as inorganic sodium salt and organic sodium salt such as sodium sulfate, sodium bicarbonate, sodium tartrate, sodium malate, sodium citrate, sodium gluconate can be used.

本発明の高強度水硬性組成物は、顔料を添加して、着色の表面仕上げ材として用いることができる。
顔料は、目的とする色彩によって、それを発現するものを適宜選択することになるが、硬化体の使用目的からして、耐アルカリ性および耐候性に優れたものが好ましく、無機系顔料やアクリル系顔料を用いることが好ましい。
無機系顔料は、例えばチタンホワイト、ベンガラ、チタンイエロー、イエローオーカーなどの色彩名を冠した、鉄、クロム、チタン、コバルトその他の各種金属酸化物、水酸化物あるいは硫化物を主成分とする各種色彩のものが市販されており、市販品を単独、または複数を混合した混合色として使用することができる。
The high-strength hydraulic composition of the present invention can be used as a colored surface finish by adding a pigment.
The pigment is appropriately selected depending on the target color, but is preferably excellent in alkali resistance and weather resistance in view of the intended use of the cured product. It is preferable to use a pigment.
Inorganic pigments, for example, various kinds of iron, chromium, titanium, cobalt and other various metal oxides, hydroxides or sulfides with color names such as titanium white, bengara, titanium yellow, yellow ocher, etc. The thing of the color is marketed and can use a commercial item individually or as a mixed color which mixed multiple.

本発明の高強度水硬性組成物の使用に当たっては、水量は水硬性成分100質量部に対して23〜30質量部とするのが好ましい。水量は、この適正範囲以下に低減するとその範囲以上の圧縮強度の増加は見込めず、流動性が大きく低下するために好ましくなく、一方この適正範囲を超えて水量が多すぎると、圧縮強度が大幅に低下するだけでなく、色ムラなどの表面状態が悪化するために好ましくない。   In using the high-strength hydraulic composition of the present invention, the amount of water is preferably 23 to 30 parts by mass with respect to 100 parts by mass of the hydraulic component. If the amount of water is reduced below this appropriate range, an increase in compressive strength beyond that range cannot be expected, and the fluidity is greatly reduced, which is not preferable.On the other hand, if the amount of water exceeds this appropriate range, the compressive strength is greatly increased. This is not preferable because the surface condition such as color unevenness deteriorates.

本発明の高強度水硬性組成物において、20℃の可使時間は、好ましくは0.5〜3時間、さらに好ましくは0.75〜2.5時間、特に好ましくは1〜2時間が、良好な作業性及び表面硬化状態を得るために好ましい。   In the high-strength hydraulic composition of the present invention, the pot life at 20 ° C. is preferably 0.5 to 3 hours, more preferably 0.75 to 2.5 hours, particularly preferably 1 to 2 hours. In order to obtain a good workability and a surface-cured state.

本発明の高強度水硬性組成物は、フロー値が好ましくは210mm以上のモルタルを得ることができる。   The high strength hydraulic composition of the present invention can obtain a mortar having a flow value of preferably 210 mm or more.

本発明の高強度水硬性組成物は、圧縮強度が材齢7日で好ましくは40N/mm以上、さらに好ましくは50N/mm以上、より好ましくは60N/mm以上、特に好ましくは65N/mm以上の硬化物を得ることができる。
本発明の高強度水硬性組成物は、圧縮強度が材齢28日で好ましくは60N/mm以上、さらに好ましくは70N/mm以上、より好ましくは76N/mm以上、特に好ましくは80N/mm以上の硬化物を得ることができる。
The high-strength hydraulic composition of the present invention has a compressive strength of 7 N days, preferably 40 N / mm 2 or more, more preferably 50 N / mm 2 or more, more preferably 60 N / mm 2 or more, and particularly preferably 65 N / mm. A cured product of mm 2 or more can be obtained.
High strength hydraulic composition of the present invention, compressive strength is preferably at an age of 28 days 60N / mm 2 or more, more preferably 70N / mm 2 or more, more preferably 76N / mm 2 or more, particularly preferably 80 N / A cured product of mm 2 or more can be obtained.

本発明の高強度水硬性組成物は、曲げ強度が材齢7日で好ましくは5N/mm以上、さらに好ましくは6N/mm以上、特に好ましくは7N/mm以上の硬化物を得ることができる。
本発明の高強度水硬性組成物は、曲げ強度が材齢28日で好ましくは5N/mm以上、さらに好ましくは6N/mm以上、より好ましくは7N/mm以上、特に好ましくは7.5N/mm以上の硬化物を得ることができる。
The high-strength hydraulic composition of the present invention obtains a cured product having a flexural strength of 7 N / mm 2 or more, more preferably 6 N / mm 2 or more, particularly preferably 7 N / mm 2 or more at a material age of 7 days. Can do.
The high-strength hydraulic composition of the present invention has a bending strength of 28 N days, preferably 5 N / mm 2 or more, more preferably 6 N / mm 2 or more, more preferably 7 N / mm 2 or more, and particularly preferably 7. A cured product of 5 N / mm 2 or more can be obtained.

本発明の高強度水硬性組成物は、材齢1日の表面硬度が好ましくは40以上、さらに好ましくは50以上、より好ましくは60以上、特に好ましくは70以上の硬化物を得ることができる。   The high-strength hydraulic composition of the present invention can provide a cured product having a surface hardness of one day of age of preferably 40 or more, more preferably 50 or more, more preferably 60 or more, and particularly preferably 70 or more.

本発明の高強度水硬性組成物は、耐磨耗性が材齢7日で好ましくは2mm以下、さらに好ましくは1.8mm以下、より好ましくは1.5mm以下、特に好ましくは1.1mm以下の硬化物を得ることができる。
本発明の高強度水硬性組成物は、耐磨耗性が材齢28日で好ましくは1.5mm以下、さらに好ましくは1.3mm以下、より好ましくは1.1mm以下、特に好ましくは1mm以下の硬化物を得ることができる。
The high-strength hydraulic composition of the present invention has an abrasion resistance of preferably 2 mm or less, more preferably 1.8 mm or less, more preferably 1.5 mm or less, particularly preferably 1.1 mm or less at 7 days of age. A cured product can be obtained.
The high-strength hydraulic composition of the present invention has an abrasion resistance of preferably 1.5 mm or less, more preferably 1.3 mm or less, more preferably 1.1 mm or less, particularly preferably 1 mm or less at an age of 28 days. A cured product can be obtained.

本発明の高強度水硬性組成物は、フロー値が210mm以上のモルタルを製造出来、そのモルタルを用いて、表面硬度が材齢1日で40以上、圧縮強度が材齢7日で40N/mm以上、材齢28日で60N/mm以上、曲げ強度が材齢7日で5N/mm以上、材齢28日で5N/mm以上、耐磨耗性が材齢7日で2mm以下、材齢28日で1.5mm以下の硬化物を製造することが出来る。 The high-strength hydraulic composition of the present invention can produce a mortar having a flow value of 210 mm or more. Using the mortar, the surface hardness is 40 or more at a material age of 1 day, and the compressive strength is 40 N / mm at a material age of 7 days. 2 above, 60N / mm 2 or more in age of 28 days, 5N / mm 2 or more in bending strength age of 7 days, 5N / mm 2 or more in age of 28 days, 2 mm wear resistance at an age of 7 days Hereinafter, a cured product of 1.5 mm or less can be produced at a material age of 28 days.

本発明の高強度水硬性組成物は、病院、学校、オフィス、マンション、住宅、工場、倉庫、駐車場、ガソリンスタンド、コンビニエンスストア、厨房などの一般建築物に用いることができる。
本発明の高強度水硬性組成物は、病院、学校、オフィス、マンション、住宅、工場、倉庫、駐車場、ガソリンスタンド、コンビニエンスストア、厨房などの一般建築物の床下地調整と仕上げに用いることができる。
The high-strength hydraulic composition of the present invention can be used for general buildings such as hospitals, schools, offices, condominiums, houses, factories, warehouses, parking lots, gas stations, convenience stores, and kitchens.
The high-strength hydraulic composition of the present invention can be used for floor foundation adjustment and finishing of general buildings such as hospitals, schools, offices, condominiums, houses, factories, warehouses, parking lots, gas stations, convenience stores and kitchens. it can.

以下、本発明を実施例に基づき、さらに詳細に説明する。但し、本発明は下記実施例により制限されるものでない。   Hereinafter, the present invention will be described in more detail based on examples. However, the present invention is not limited by the following examples.

評価の方法を示す。
(1)モルタル及び硬化物の評価:
1)フロー値:モルタルのフロー値は、JASS・15M−103に準拠して測定する。
2)圧縮強度(N/mm)、曲げ強度(N/mm):JIS・R−5201に示される4×4×16cmの型枠に生成モルタルを型詰めして、温度20℃、湿度65%で24時間気中養生した後、脱型し、さらに気中で所定期間(7日、28日)追加養生して成型体を得る。成型体は、JIS・R−5201記載の方法に従い測定する。
The method of evaluation is shown.
(1) Evaluation of mortar and cured product:
1) Flow value: The flow value of mortar is measured in accordance with JASS 15M-103.
2) Compressive strength (N / mm 2 ), bending strength (N / mm 2 ): The produced mortar is packed in a 4 × 4 × 16 cm mold shown in JIS R-5201, and the temperature is 20 ° C. and humidity After being cured in air at 65% for 24 hours, it is demolded and further cured in the air for a predetermined period (7 days, 28 days) to obtain a molded body. The molded body is measured according to the method described in JIS / R-5201.

3)表面硬度:モルタルを13×19cmの型枠に厚さ10mmで流し込み、温度20℃、湿度65%で養生し、打設3時間後の表面硬度を測定する。なお、硬度はスプリング式硬度計タイプD型にて測定する。
4)耐磨耗性(mm):モルタルを11×11cmの型枠に厚さ10mmで流し込み、温度20℃、湿度65%で24時間気中養生した後、脱型し、さらに気中で所定期間(7日、28日)追加養生して成型体を得る。磨耗試験は、高さを精密に測定した成型体を用い、テーパー磨耗試験機にて、磨耗輪GC150H、荷重250g、回転数2000回の条件で、成型体の磨耗試験を行い、磨耗試験後の成型体の高さを精密に測定する。耐磨耗性は、磨耗試験前の成型体の高さから、磨耗試験後の成型体の高さを減じた「(磨耗試験前の成型体の高さ)−(磨耗試験後の成型体の高さ)」値とする。
なお、高さの測定は、ダイヤルゲージを用いて行う。
3) Surface hardness: The mortar is poured into a 13 × 19 cm mold at a thickness of 10 mm, cured at a temperature of 20 ° C. and a humidity of 65%, and the surface hardness after 3 hours of placing is measured. The hardness is measured with a spring type hardness tester type D type.
4) Abrasion resistance (mm): Pour mortar into a 11 × 11 cm mold at a thickness of 10 mm, and after curing in air at a temperature of 20 ° C. and a humidity of 65% for 24 hours, demold, and then in air Period (7 days, 28 days) Additional curing is performed to obtain a molded body. For the wear test, a molded body whose height was precisely measured was used. A taper wear tester was used to perform a wear test of the molded body under the conditions of a wear wheel GC150H, a load of 250 g, and a rotational speed of 2000 times. Precisely measure the height of the molded body. The wear resistance is obtained by subtracting the height of the molded body after the abrasion test from the height of the molded body before the abrasion test. Height) ”value.
The height is measured using a dial gauge.

参考例1、実施例及び比較例1]
(1)使用材料:各例の実施に当たっては、次の材料を使用した。
・AC:アルミナセメント(ラファージュアルミネート社製:ブレーン比表面積3600cm/g、モノカルシウムアルミネート含有量55重量%)。
・PC:早強ポルトランドセメント(宇部三菱セメント(株)製:ブレーン比表面積4500cm/g)。
・石膏:II型無水石膏(セントラル硝子(株)社製:ブレーン比表面積3300cm/g)。
・スラグ:高炉スラグ(宇部三菱セメント(株)製:ブレーン比表面積4400cm/g)。
・骨材A:スピネル・フォルステライト(周南テクノクロム社製、商品名:PSサンド7号)。
・骨材B:電気炉酸化スラグ(第一産業化学工業所社製、商品名:CKハイパーグリッド1号)。
・骨材C:5号珪砂と7号珪砂の混合珪砂(三久海運(株)製)
・減水剤:ポリカルボン酸系減水剤(花王(株)製)。
・増粘剤:メチルセルロース系増粘剤(松本油脂製薬(株)製)。
・消泡剤:ポリエーテル系消泡剤(旭電化工業(株)製)。
[ Reference Example 1, Example 2 and Comparative Example 1]
(1) Materials used: In carrying out each example, the following materials were used.
AC: Alumina cement (manufactured by Lafarge Aluminate, Blaine specific surface area 3600 cm 2 / g, monocalcium aluminate content 55 wt%).
PC: Hayashi Portland cement (manufactured by Ube Mitsubishi Cement Co., Ltd .: Blaine specific surface area 4500 cm 2 / g).
Gypsum: Type II anhydrous gypsum (manufactured by Central Glass Co., Ltd .: Blaine specific surface area 3300 cm 2 / g).
Slag: Blast furnace slag (manufactured by Ube Mitsubishi Cement Co., Ltd .: Blaine specific surface area 4400 cm 2 / g).
Aggregate A: Spinel forsterite (manufactured by Shunan Technochrome Co., Ltd., trade name: PS Sand No. 7).
Aggregate B: Electric furnace oxidation slag (manufactured by Daiichi Sangyo Chemical Co., Ltd., trade name: CK Hypergrid No. 1).
-Aggregate C: Mixed silica sand of No. 5 silica sand and No. 7 silica sand (manufactured by Miku Kaiun Co., Ltd.)
Water reducing agent: Polycarboxylic acid water reducing agent (manufactured by Kao Corporation).
-Thickener: Methylcellulose thickener (Matsumoto Yushi Seiyaku Co., Ltd.).
-Antifoaming agent: Polyether type antifoaming agent (Asahi Denka Kogyo Co., Ltd.).

(2)モルタルの調製:
表1に示す割合の水硬性成分と、水硬性成分100質量部に対し表2に示す割合の骨材、減水剤、増粘剤及び消泡剤を加えたものに、さらに水を加えて3分間混練して、モルタルを得た。
得られたモルタルを用いて、フロー値、圧縮強度、曲げ強度、表面硬度及び耐磨耗性の評価を行い、結果を表3に示す。
また、モルタルより得られた硬化物の表面状態を目視観察を行った結果、全ての硬化物表面には白華は認められなかった。
(2) Preparation of mortar:
Add water further to the hydraulic component in the ratio shown in Table 1 and the aggregate, water reducing agent, thickener and antifoaming agent in the ratio shown in Table 2 to 100 parts by mass of the hydraulic component. The mortar was obtained by kneading for a minute.
Using the obtained mortar, the flow value, compressive strength, bending strength, surface hardness and abrasion resistance were evaluated, and the results are shown in Table 3.
Further, as a result of visual observation of the surface state of the cured product obtained from the mortar, no white flower was observed on the surfaces of all the cured products.

Figure 0004438449
Figure 0004438449

Figure 0004438449
Figure 0004438449

Figure 0004438449
Figure 0004438449

本発明の組成物は、自己流動性に必要なフロー値(フロー値が210mm以上のモルタル)を有し、得られる硬化物が十分な曲げ強度及び高い耐磨耗性を有し、表面状態も優れている。 The compositions of the present invention, the flow value required for self-flowing having a (flow value is 210mm or more mortar), the resulting cured product has a sufficient bending strength and high abrasion resistance, surface condition Is also excellent.

Claims (4)

水硬性成分及び高硬度骨材を含む高強度水硬性組成物であり、
水硬性成分は、アルミナセメント、ポルトランドセメント、石膏及び高炉スラグを含み、
高硬度骨材は、スピネル・フォルステライト及び電気炉酸化スラグからなる高硬度骨材又は電気炉酸化スラグからなる高硬度骨材であることを特徴とする高強度水硬性組成物。
A high strength hydraulic composition comprising a hydraulic component and a high hardness aggregate;
Hydraulic components include alumina cement, Portland cement, gypsum and blast furnace slag,
A high-strength hydraulic composition, wherein the high-hardness aggregate is a high-hardness aggregate made of spinel forsterite and electric furnace oxidation slag or a high-hardness aggregate made of electric furnace oxidation slag.
水硬性成分100質量部に対し、高硬度骨材を含む骨材40〜300質量部を含むことを特徴とする請求項1に記載の高強度水硬性組成物。 2. The high-strength hydraulic composition according to claim 1, comprising 40 to 300 parts by mass of an aggregate containing a high-hardness aggregate with respect to 100 parts by mass of the hydraulic component. 水硬性成分が、アルミナセメント100質量部に対して、ポルトランドセメント120質量部以下、石膏30〜100質量部、高炉スラグ50〜250質量部を含むことを特徴とする請求項1又は2に記載の高強度水硬性組成物。 Hydraulic components, based on the alumina cement 100 parts by weight Portland cement 120 parts by mass, 30 to 100 parts by weight of gypsum, according to claim 1 or 2, characterized in that it comprises a blast furnace slag 50 to 250 parts by weight High strength hydraulic composition. 高強度水硬性組成物は、さらに増粘剤、減水剤及び消泡剤を含むことを特徴とする請求項1〜のいずれか1項に記載の高強度水硬性組成物。 The high-strength hydraulic composition according to any one of claims 1 to 3 , wherein the high-strength hydraulic composition further includes a thickener, a water reducing agent, and an antifoaming agent.
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