JP6208533B2 - Water-based polyurethane composition and method for applying the same to floor concrete - Google Patents

Water-based polyurethane composition and method for applying the same to floor concrete Download PDF

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JP6208533B2
JP6208533B2 JP2013221015A JP2013221015A JP6208533B2 JP 6208533 B2 JP6208533 B2 JP 6208533B2 JP 2013221015 A JP2013221015 A JP 2013221015A JP 2013221015 A JP2013221015 A JP 2013221015A JP 6208533 B2 JP6208533 B2 JP 6208533B2
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polyurethane composition
polyol
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鈴木 宏一
宏一 鈴木
晃太 鹿志村
晃太 鹿志村
正宏 地田
正宏 地田
浩 久保田
浩 久保田
恵英 若山
恵英 若山
俊彦 鹿毛
俊彦 鹿毛
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Taisei Corp
Aica Kogyo Co Ltd
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Aica Kogyo Co Ltd
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本発明は、冬季の低温下においても塗布作業性が良好で且つ表面の硬化が速い水系ポリウレタン組成物及びこれの床下地コンクリートへの施工方法に関し、特には熱水が流下する食品工場等の床に適し、95℃の熱水が繰り返し流下しても塗膜が剥離することがなく、また重量物が落下しても塗膜が割れたり剥離したりすることがなく、さらには本発明の水系ポリウレタン組成物が施工され硬化した床が湿潤状態であっても歩行者が滑って転倒することがない水系ポリウレタン組成物及びこれの床下地コンクリートへの施工方法に関する。   The present invention relates to a water-based polyurethane composition having good coating workability and quick surface hardening even at low temperatures in winter and a method for applying the same to floor concrete, particularly floors of food factories where hot water flows down. The coating film does not peel off even when hot water of 95 ° C. repeatedly flows, and the coating film does not crack or peel off even if a heavy object falls. The present invention relates to a water-based polyurethane composition that prevents a pedestrian from slipping and falling even when a floor on which a polyurethane composition has been applied and cured is wet, and a method for applying the same to floor concrete.

従来、実用上十分な可使時間を持ち、低温硬化性に優れる硬化性ポリマーセメント組成物が提案されている(特許文献1)。該硬化性ポリマーセメント組成物は、ポリオール、触媒、ポリイソシアネート、セメント、骨材及び水を含有してなる硬化性ポリマーセメント組成物において、触媒として該特許文献1に記載の一般式(1)で表されるイミダゾール化合物及びジモルホリノジエチルエーテルを用いることを特徴とする硬化性ポリマーセメント組成物である。   Conventionally, a curable polymer cement composition having a practically sufficient pot life and excellent low-temperature curability has been proposed (Patent Document 1). The curable polymer cement composition is a curable polymer cement composition containing a polyol, a catalyst, a polyisocyanate, a cement, an aggregate and water, and is represented by the general formula (1) described in Patent Document 1 as a catalyst. A curable polymer cement composition using the imidazole compound and dimorpholinodiethyl ether represented.

特開2004−67419号公報JP 2004-67419 A

しかしながら、該硬化性ポリマーセメント組成物は、低温硬化性に優れてはいるといっても、当該特許文献1に記載の技術的範囲では十分でない場合があり、また95℃の熱水が繰り返し流下する使用環境では塗膜が剥離したり、重量物が落下すると塗膜が割れて剥離したりすることがあり、さらには塗膜表面が樹脂で覆われているため、塗膜上に水が滞留していると歩行者が滑って転倒することがあるという課題があった。   However, even though the curable polymer cement composition is excellent in low-temperature curability, the technical scope described in Patent Document 1 may not be sufficient, and hot water at 95 ° C repeatedly flows down. In a usage environment where the paint film peels off or the weight falls, the paint film may crack and peel off, and the paint film surface is covered with resin, so water remains on the paint film. There was a problem that the pedestrian might slip and fall when doing so.

本発明が解決しようとする課題は、5℃においても塗布作業性が良好で且つ表面硬化が速く、また95℃の熱水が繰り返し流下しても塗膜が剥離したり、重量物が落下すると塗膜が割れて剥離したりすることがなく、さらには本発明の水系ポリウレタン組成物が施工され硬化した床が湿潤状態であっても歩行者が滑って転倒することがない水系ポリウレタン組成物及びこれの床下地コンクリートへの施工方法を提供することにある。   The problem to be solved by the present invention is that the coating workability is good and the surface curing is fast even at 5 ° C., and the coating film is peeled off even when hot water at 95 ° C. is repeatedly flowed, or a heavy object falls. A water-based polyurethane composition in which a coating film is not cracked and peeled, and a pedestrian does not slip and fall even when a floor where the water-based polyurethane composition of the present invention is applied and cured is wet. It is in providing the construction method to this floor foundation concrete.

請求項1記載の発明は,ポリオール、触媒、ポリイソシアネート、セメント、骨材及び水を含有してなる水硬性ポリマーセメント組成物であって、ポリオールはヒマシ油変性3官能ポリオールとビスフェノールA骨格を有する4官能ポリオールとビスフェノールA骨格を有する2官能ポリエーテルポリオールから成り、触媒はイミダゾール化合物及びジモルホリノジエチルエーテルから成り、さらに水酸基当量が100〜200で1個の水酸基を有するアルコール化合物を含有し、ヒマシ油変性3官能ポリオール及びビスフェノールA骨格を有する4官能ポリオールは水酸基当量が250〜450であり、ビスフェノールA骨格を有する2官能ポリエーテルポリオールは水酸基当量が150〜250であり、セメント及び骨材の合計部数は組成物全体100重量部中の75〜90重量部であることを特徴とする水系ポリウレタン組成物を提供する。

The invention according to claim 1 is a hydraulic polymer cement composition comprising a polyol, a catalyst, polyisocyanate, cement, aggregate and water, wherein the polyol has a castor oil-modified trifunctional polyol and a bisphenol A skeleton. It consists of a tetrafunctional polyol and a bifunctional polyether polyol having a bisphenol A skeleton. The catalyst is composed of an imidazole compound and dimorpholinodiethyl ether, and further contains an alcohol compound having a hydroxyl group equivalent of 100 to 200 and one hydroxyl group, The oil-modified trifunctional polyol and the tetrafunctional polyol having a bisphenol A skeleton have a hydroxyl equivalent of 250 to 450, and the bifunctional polyether polyol having a bisphenol A skeleton has a hydroxyl equivalent of 150 to 250, which is a total of cement and aggregate. Number of copies Providing an aqueous polyurethane composition, which is a 75 to 90 parts by weight of the goods total of 100 parts by weight.

請求項2記載の発明は、5℃下で混合し床下地コンクリート上に金鏝にて塗布可能な時間が混合直後から11分以上あり、5℃下で床下地コンクリート上に厚さ6〜9mmに塗布した際、塗布後の表面硬度がデュロメータDタイプで60となる時間が6時間以内であることを特徴とする請求項1記載の水系ポリウレタン組成物を提供する。   In the invention according to claim 2, the time that can be mixed at 5 ° C. and coated on the floor underlay concrete with a hammer is 11 minutes or more immediately after mixing, and the thickness is 6-9 mm on the floor underlay concrete at 5 ° C. 2. The water-based polyurethane composition according to claim 1, wherein the time when the surface hardness after application is 60 in the durometer D type is within 6 hours.

請求項3記載の発明は、床下地コンクリートの脆弱層を除去し、床下地コンクリートの際部に深さ7〜13mmで幅が7〜13mmの溝部を設け、対向する溝部と溝部との距離が12m超ある場合は、該溝部から12m以内毎に深さ7〜13mmで幅が7〜13mmの目地部を設け、該溝部内及び目地部内に請求項1又は請求項2記載の水系ポリウレタン組成物を充填しながら、床下地コンクリート上に直接、請求項1又は請求項2記載の水系ポリウレタン組成物を厚さ6〜9mmに塗布することを特徴とする請求項1又は請求項2記載の水系ポリウレタン組成物の床下地コンクリートへの施工方法を提供する。   The invention according to claim 3 is to remove the brittle layer of the floor foundation concrete, provide a groove portion having a depth of 7 to 13 mm and a width of 7 to 13 mm at the edge of the floor foundation concrete, and the distance between the facing groove portion and the groove portion is When it is over 12 m, a joint part having a depth of 7 to 13 mm and a width of 7 to 13 mm is provided every 12 m from the groove part, and the water-based polyurethane composition according to claim 1 or 2 in the groove part and the joint part. 3. The water-based polyurethane according to claim 1 or 2, wherein the water-based polyurethane composition according to claim 1 or 2 is applied to the thickness of 6 to 9 mm directly on the floor foundation concrete while being filled. Provided is a method for constructing a composition on floor foundation concrete.

本発明の水系ポリウレタン組成物及びこれの床下地コンクリートへの施工方法は、冬季の5℃下で施工しても、セメント及び骨材の合計部数は組成物全体100重量部に対して75〜90重量部と多く、相対的に組成物全体に対するポリオール及びポリイソシアネートの配合量(樹脂配合量)が少ないため、塗布作業性が良好で且つ表面硬化が速く、また樹脂の収縮が塗膜の端部を持ち上げる力も小さくなるため、95℃の熱水が繰り返し流下しても塗膜が剥離することがないという効果がある。   Even when the water-based polyurethane composition of the present invention and the method for applying the same to the floor foundation concrete are applied at 5 ° C. in winter, the total number of cement and aggregate is 75 to 90 parts per 100 parts by weight of the whole composition. Since the blending amount of the polyol and polyisocyanate relative to the entire composition (resin blending amount) is relatively small, the coating workability is good and the surface cures quickly, and the shrinkage of the resin is the edge of the coating film. Since the force for lifting the sheet becomes small, there is an effect that the coating film does not peel even if hot water of 95 ° C. is repeatedly flowed.

また、セメント及び骨材の合計部数は組成物全体100重量部に対して75〜90重量部と多いため、床下地コンクリート上に塗布し硬化した本発明の水系ポリウレタン組成物の塗膜表面には骨材が現れていて、例え塗膜表面が水等で濡れて湿潤状態であっても歩行者が滑って転倒することが無いという効果がある。   In addition, since the total number of cement and aggregate is as large as 75 to 90 parts by weight with respect to 100 parts by weight of the entire composition, the coating surface of the aqueous polyurethane composition of the present invention coated and cured on floor foundation concrete There is an effect that the pedestrian does not slip and fall even if the aggregate appears and the surface of the coating film is wet and wet with water or the like.

また、ポリオールは、ヒマシ油変性3官能ポリオールとビスフェノールA骨格を有する4官能ポリオールとビスフェノールA骨格を有する2官能ポリエーテルポリオールから成り、さらに組成物には、水酸基当量が100〜200で1個の水酸基を有するアルコール化合物を含有し、ヒマシ油変性3官能ポリオール及びビスフェノールA骨格を有する4官能ポリオールは水酸基当量が250〜450であり、ビスフェノールA骨格を有する2官能ポリエーテルポリオールは水酸基当量が150〜250であることより、5℃下で塗布した塗膜の表面硬度はデュロメータDタイプで6時間以内に60となり、冬季であっても床を早期に使用に供することが出来る効果がある。このため冬季であっても床を一晩で改修することができる効果がある。   The polyol is composed of a castor oil-modified trifunctional polyol, a tetrafunctional polyol having a bisphenol A skeleton, and a bifunctional polyether polyol having a bisphenol A skeleton. An alcohol compound having a hydroxyl group, a castor oil-modified trifunctional polyol and a tetrafunctional polyol having a bisphenol A skeleton have a hydroxyl equivalent of 250 to 450, and a bifunctional polyether polyol having a bisphenol A skeleton has a hydroxyl equivalent of 150 to 450. Since it is 250, the surface hardness of the coating film applied at 5 ° C. is 60 within 6 hours in the durometer D type, and there is an effect that the floor can be used early even in winter. For this reason, even in winter, the floor can be repaired overnight.

また、本発明に係る水系ポリウレタン組成物を床下地コンクリート上に塗布するにあたって、床下地コンクリートの脆弱層を除去し、床下地コンクリートの際部に深さ7〜13mmで幅が7〜13mmの溝部を設け、対向する溝部と溝部との距離が12m超ある場合は、該溝部から12m以内毎に深さ7〜13mmで幅が7〜13mmの目地部を設け、該溝部内及び目地部内に請求項1又は請求項2記載の水系ポリウレタン組成物を充填しながら、床下地コンクリート上に直接、請求項1又は請求項2記載の水系ポリウレタン組成物を厚さ6〜9mmに塗布することで、樹脂の収縮を原因とする塗膜端部のカーリングによる剥離や、塗膜端部から少し離れた部分に生じる塗膜の浮きが生じないという効果がある。特に95℃程度の熱水が繰り返し流下する食品工場では、これらの剥離や浮きが生じないため長期にわたって床を健全な状態で使用し続けることができる効果がある。   Moreover, when applying the water-based polyurethane composition according to the present invention onto the floor foundation concrete, the brittle layer of the floor foundation concrete is removed, and a groove portion having a depth of 7 to 13 mm and a width of 7 to 13 mm is formed at the edge of the floor foundation concrete. When the distance between the opposing groove portions is more than 12 m, a joint portion having a depth of 7 to 13 mm and a width of 7 to 13 mm is provided every 12 m from the groove portion, and the inside of the groove portion and the joint portion are charged. By applying the water-based polyurethane composition according to claim 1 or 2 to a thickness of 6 to 9 mm directly on the floor foundation concrete while filling the water-based polyurethane composition according to claim 1 or claim 2 There is an effect that peeling of the coating film end due to curling of the film due to curling and lifting of the coating film occurring in a part slightly away from the coating film edge do not occur. In particular, in a food factory where hot water of about 95 ° C. flows repeatedly, there is an effect that the floor can be used in a healthy state for a long period of time because these peeling and floating do not occur.

以下本発明について詳細に説明する。   The present invention will be described in detail below.

本発明の水系ポリウレタン組成物は、ポリオール、触媒、ポリイソシアネート、セメント、骨材及び水を含有してなる水硬性ポリマーセメント組成物であって、ポリオールはヒマシ油変性3官能ポリオールとビスフェノールA骨格を有する4官能ポリオールとビスフェノールA骨格を有する2官能ポリエーテルポリオールから成り、さらに水酸基当量が100〜200で1個の水酸基を有するアルコール化合物を含有し、ヒマシ油変性3官能ポリオール及びビスフェノールA骨格を有する4官能ポリオールは水酸基当量が250〜450であり、ビスフェノールA骨格を有する2官能ポリエーテルポリオールは水酸基当量が150〜250であり、セメント及び骨材の合計部数は組成物全体100重量部中の75〜90重量部であることを特徴とする水系ポリウレタン組成物であり、必要に応じてこれらの他に、顔料や希釈剤、及び分散剤、消泡剤等の添加剤が配合される。   The water-based polyurethane composition of the present invention is a hydraulic polymer cement composition containing a polyol, a catalyst, a polyisocyanate, a cement, an aggregate, and water. The polyol comprises a castor oil-modified trifunctional polyol and a bisphenol A skeleton. It comprises a tetrafunctional polyol having a bifunctional polyether polyol having a bisphenol A skeleton, further comprising an alcohol compound having a hydroxyl equivalent of 100 to 200 and having one hydroxyl group, and has a castor oil-modified trifunctional polyol and a bisphenol A skeleton. The tetrafunctional polyol has a hydroxyl group equivalent of 250 to 450, the bifunctional polyether polyol having a bisphenol A skeleton has a hydroxyl equivalent of 150 to 250, and the total number of cement and aggregate is 75 in 100 parts by weight of the total composition. ~ 90 parts by weight An aqueous polyurethane composition according to, in addition to these, if necessary pigments and diluents, and dispersing agents, additives such as defoaming agent is blended.

本発明の水系ポリウレタン組成物に使用されるポリオールは、ヒマシ油変性3官能ポリオールとビスフェノールA骨格を有する4官能ポリオールとビスフェノールA骨格を有する2官能ポリエーテルポリオールから成る。   The polyol used in the aqueous polyurethane composition of the present invention comprises a castor oil-modified trifunctional polyol, a tetrafunctional polyol having a bisphenol A skeleton, and a bifunctional polyether polyol having a bisphenol A skeleton.

ヒマシ油変性3官能ポリオールは、ヒマシ油及びその誘導体で、例えばヒマシ油脂肪酸のジグリセライド、モノグリセライド及びそれらの混合物であり、水酸基数が3のポリオールである。本発明に使用するヒマシ油変性3官能ポリオールの水酸基当量は、250〜450が好ましく、250未満では水系ポリウレタン組成物としての硬化が速くなって作業性が不良となり、450超では水系ポリウレタン組成物として硬化後の強度が不十分となる。   The castor oil-modified trifunctional polyol is castor oil and derivatives thereof, for example, diglyceride, monoglyceride of castor oil fatty acid, and a mixture thereof, and is a polyol having 3 hydroxyl groups. The hydroxyl equivalent of the castor oil-modified trifunctional polyol used in the present invention is preferably 250 to 450. If it is less than 250, curing as a water-based polyurethane composition becomes fast and workability becomes poor, and if it exceeds 450, the water-based polyurethane composition as a water-based polyurethane composition. The strength after curing is insufficient.

ビスフェノールA骨格を有する4官能ポリオールは、ビスフェノールA骨格を有するポリエポキシ化合物に活性水素化合物を反応させて得られるエポキシ開環ポリオールであり、水酸基当量は250〜450が好ましい。水酸基当量が250未満では水系ポリウレタン組成物としての硬化が速くなって作業性が不良となり、450超では水系ポリウレタン組成物として硬化後の強度が不十分となる。   The tetrafunctional polyol having a bisphenol A skeleton is an epoxy ring-opening polyol obtained by reacting an active hydrogen compound with a polyepoxy compound having a bisphenol A skeleton, and the hydroxyl equivalent is preferably 250 to 450. When the hydroxyl equivalent is less than 250, curing as a water-based polyurethane composition is accelerated, resulting in poor workability. When it exceeds 450, the strength after curing as a water-based polyurethane composition is insufficient.

ビスフェノールA骨格を有する2官能ポリエーテルオールは、ビスフェノールAにエチレンオキシド、プロピレンオキシド等のアルキレンオキシドを1種または2種類以上付加反応させることにより得られるポリエーテルポリオールであり、水酸基当量は150〜250が好ましい。水酸基当量が150未満では水系ポリウレタン組成物としての硬化が速くなって作業性が不良となり、250超では水系ポリウレタン組成物として硬化後の強度が不十分となる。   The bifunctional polyetherol having a bisphenol A skeleton is a polyether polyol obtained by subjecting bisphenol A to an addition reaction of one or more alkylene oxides such as ethylene oxide and propylene oxide, and has a hydroxyl group equivalent of 150 to 250. preferable. If the hydroxyl equivalent is less than 150, curing as a water-based polyurethane composition is accelerated, resulting in poor workability. If it exceeds 250, the strength after curing as a water-based polyurethane composition is insufficient.

ポリオールのほかに本発明の水系ポリウレタン組成物には、さらに水酸基当量が100〜200で1個の水酸基を有するアルコール化合物を含有する。水酸基当量が100未満又は200超では、硬化時の消泡性が不十分となる。水酸基当量が100〜200のアルコール化合物としてはメントール(水酸基当量156)がある。   In addition to the polyol, the aqueous polyurethane composition of the present invention further contains an alcohol compound having a hydroxyl group equivalent of 100 to 200 and having one hydroxyl group. When the hydroxyl equivalent is less than 100 or more than 200, the defoaming property at the time of curing becomes insufficient. As an alcohol compound having a hydroxyl equivalent of 100 to 200, there is menthol (hydroxyl equivalent 156).

本発明の水系ポリウレタン組成物に使用する触媒には、イミダゾール化合物及びジモルホリノジエチルエーテルを使用する。イミダゾール化合物としては、イミダゾール、2-メチルイミダゾール、1,2−ジメチルイミダゾール、2−エチル−4−メチルイミダゾール、2−イソプロピルイミダゾール、2−ウンデシルイミダゾール、2−ヘプタデシルイミダゾール、2−フェニルイミダゾール、2−フェニル−4−メチルイミダゾール等が挙げられ、特にはイミダゾール、2-メチルイミダゾール、1,2−ジメチルイミダゾール、2−エチル−4−メチルイミダゾールがポリオールとの溶解性が良好であるため使用に適している。   As the catalyst used in the aqueous polyurethane composition of the present invention, an imidazole compound and dimorpholinodiethyl ether are used. Examples of imidazole compounds include imidazole, 2-methylimidazole, 1,2-dimethylimidazole, 2-ethyl-4-methylimidazole, 2-isopropylimidazole, 2-undecylimidazole, 2-heptadecylimidazole, 2-phenylimidazole, Examples include 2-phenyl-4-methylimidazole, and in particular, imidazole, 2-methylimidazole, 1,2-dimethylimidazole, and 2-ethyl-4-methylimidazole are excellent in solubility with polyols. Is suitable.

本発明の水系ポリウレタン組成物に使用するポリイソシアネートは、作業性が良好となり、また低温での速硬化性さらには硬化後の強度が高いことより、4,4´−ジフェニルメタンジイソシアネートを使用することが好ましいが、他の脂肪族ポリイソシアネートや芳香族ポリイソシアネートや脂環指揮ポリイソシアネート等も使用することもでき、また併用することも可能である。   The polyisocyanate used in the water-based polyurethane composition of the present invention has good workability, fast curability at low temperature, and high strength after curing. Therefore, 4,4′-diphenylmethane diisocyanate may be used. Although it is preferable, other aliphatic polyisocyanates, aromatic polyisocyanates, alicyclic conducting polyisocyanates, and the like can also be used, and can also be used in combination.

ポリオール及びアルコール化合物の水酸基一個に対するイソシアネート基の数は、5.5〜6.5が好ましく、5.5未満では硬化が遅延し、6.5超では硬化物に炭酸ガスによる発泡が生じる場合がある。   The number of isocyanate groups relative to one hydroxyl group of the polyol and alcohol compound is preferably 5.5 to 6.5, and if it is less than 5.5, curing is delayed, and if it exceeds 6.5, foaming due to carbon dioxide gas may occur in the cured product. is there.

本発明の水系ポリウレタン組成物に使用するセメントは、本発明の水系ポリウレタン組成物が床下地コンクリートに塗布し美観を付与することを目的としているため、特定の色調の付与できるように、主として白色ポルトランドセメントを使用することが好ましい。他に普通ポルトランドセメント、アルミナセメント、高炉セメント、早強ポルトランドセメントを併用することができる。セメントの配合量は組成物全体100重量部中の5〜10重量部である。   The cement used in the water-based polyurethane composition of the present invention is mainly intended to impart a specific color tone to the white Portland cement since the water-based polyurethane composition of the present invention is applied to floor foundation concrete and imparts a beautiful appearance. It is preferable to use an agent. In addition, ordinary Portland cement, alumina cement, blast furnace cement, and early-strength Portland cement can be used in combination. The blending amount of cement is 5 to 10 parts by weight in 100 parts by weight of the whole composition.

本発明の水系ポリウレタン組成物に使用する骨材には、粒子径が1.0〜3.0mmのガイシ粉末と、粒子径が0.6〜2.36mmの硅砂と、粒子径が0.21〜1.18mmの硅砂と、粒子径が0.15〜0.85mmの硅砂を併用して使用する。ガイシ粉末は、ガイシの生産工場において破損若しくは廃棄されたガイシを粉砕処理したもので、陶磁器の持つ強度、耐摩耗性、耐熱性などを床に付与する効果がある。粒子径が1.0mm未満では床下地コンクリートへの塗布作業性が悪くなり、3.0mm超では組成物中への分散性及び硬化後の塗膜表面の凹凸が大きくなりすぎる。   The aggregate used in the water-based polyurethane composition of the present invention includes an insulator powder having a particle size of 1.0 to 3.0 mm, cinnabar sand having a particle size of 0.6 to 2.36 mm, and a particle size of 0.21.硅 1.18 mm of cinnabar and particle size of 0.15 to 0.85 mm of cinnabar are used in combination. The insulator powder is obtained by pulverizing an insulator that has been damaged or discarded at an insulator factory, and has the effect of imparting the strength, wear resistance, heat resistance, etc. of ceramics to the floor. When the particle diameter is less than 1.0 mm, the workability of application to the floor foundation concrete is deteriorated, and when it exceeds 3.0 mm, the dispersibility in the composition and the unevenness of the coating surface after curing are too large.

粒子径が0.6〜2.36mmの硅砂は3号硅砂が、粒子径が0.21〜1.18mmの硅砂は硅砂4号が、粒子径が0.15〜0.85mmの硅砂は5号硅砂がそれぞれ該当する。粒子径が1.0〜3.0mmのガイシ粉末と粒子径が0.6〜2.36mmの硅砂と、粒子径が0.21〜1.18mmの硅砂と、粒子径が0.15〜0.85mmの硅砂の併用比率は、重量で0.9〜1.1:0.9〜1.1:1.8〜2.2:1.8〜2.2が床下地コンクリートへの塗布作業性と強度発現及び耐衝撃性の観点から好ましい。ガイシ粉末及びこれらの硅砂の合計量が組成物全体に対する割合は、組成物全体100重量部中75〜90重量部である。75重量部未満では硬化物表面に樹脂が浮いて防滑性が低下し、90重量部超では塗布作業性が不良となる。   The cinnabar with particle diameter of 0.6-2.36 mm is No.3 cinnabar, the cinnabar with particle diameter of 0.21-1.18 mm is cinnabar No.4, and the cinnabar with particle diameter of 0.15-0.85 mm is 5 No. Insulating powder with a particle size of 1.0 to 3.0 mm, cinnabar with a particle size of 0.6 to 2.36 mm, cinnabar with a particle size of 0.21 to 1.18 mm, and a particle size of 0.15 to 0 Application ratio to floor foundation concrete is 0.9-1.1: 0.9-1.1: 1.8-2.2: 1.8-2.2 by weight. From the viewpoint of property, strength expression and impact resistance. The ratio of the total amount of potato powder and these cinnabar to the whole composition is 75 to 90 parts by weight in 100 parts by weight of the whole composition. If it is less than 75 parts by weight, the resin floats on the surface of the cured product and the slip resistance is lowered, and if it exceeds 90 parts by weight, the coating workability becomes poor.

本発明の水系ポリウレタン組成物には、上記のほかに消石灰を配合することが好ましい。該消石灰は、ポリイソシアネートと水とのウレア反応で発生する炭酸ガスを吸収し、組成物が床下地コンクリート上に塗布され硬化するまでに発生する炭酸ガスが特定部分に集中して塗膜を押上げて膨れを生じさせることを抑制する効果がある。   In addition to the above, slaked lime is preferably added to the aqueous polyurethane composition of the present invention. The slaked lime absorbs carbon dioxide gas generated by the urea reaction between polyisocyanate and water, and the carbon dioxide gas generated until the composition is applied on the floor foundation concrete and hardens to concentrate on a specific part to press the coating film. This has the effect of suppressing the occurrence of swelling.

本発明の水系ポリウレタン組成物は、床下地コンクリート上に塗布する際には、まず床下地コンクリート表面にあるレイタンス等の脆弱層をポリッシング等により除去し、床下地コンクリートの壁際やグレーチング周り等の床としての端部である際部にコンクリートカッター等により深さ7〜13mmで幅が7〜13mmの溝部を設けると共に、対向する溝部と溝部との距離が12m超ある場合は、該溝部から12m以内毎にコンクリートカッター等により深さ7〜13mmで幅が7〜13mmの目地部を設ける。その上で、該溝部内及び目地部内に請求項1又は請求項2記載の水系ポリウレタン組成物を充填しながら、床下地コンクリート上に直接、請求項1又は請求項2記載の水系ポリウレタン組成物を厚さ6〜9mmに塗布する。溝部から12m以内毎とは、一の溝部から12m以内に目地部を設け、次に該溝部と対向する他の溝部と該目地部との距離が12m超ある場合は、該目地部から12m以内にさらに目地部を設け、さらに該目地部と前記対向する他の溝部との距離が12m超ある場合は、さらに目地部を設けることを繰り返すことを意味し、結果的にすべての溝部と目地部との距離、及び目地部と目地部との距離を12m以内とすることを意味している。   When applying the water-based polyurethane composition of the present invention onto the floor foundation concrete, first, a brittle layer such as latency on the floor foundation concrete surface is removed by polishing or the like, and the floor around the floor of the floor foundation concrete or around the grating is removed. When a groove portion having a depth of 7 to 13 mm and a width of 7 to 13 mm is provided by a concrete cutter or the like at the end portion as the end portion, and the distance between the facing groove portion and the groove portion exceeds 12 m, within 12 m from the groove portion A joint having a depth of 7 to 13 mm and a width of 7 to 13 mm is provided by a concrete cutter or the like. Then, the water-based polyurethane composition according to claim 1 or 2 is directly applied onto the floor foundation concrete while the groove-based portion and the joint portion are filled with the water-based polyurethane composition according to claim 1 or 2. Apply to a thickness of 6-9 mm. Within 12 m from the groove, a joint is provided within 12 m from one groove, and then within 12 m from the joint when the distance between the groove and the other groove facing the groove is greater than 12 m. If the distance between the joint part and the other groove part opposed to the joint part is more than 12 m, it means that the joint part is further provided, and as a result, all the groove parts and joint parts are provided. And the distance between the joint part and the joint part is within 12 m.

床下地コンクリートに溝部や目地部を設けるのは、本発明の水系ポリウレタン組成物は硬化反応によって樹脂が収縮し、結果として水系ポリウレタン組成物全体が収縮し、この収縮により床下地コンクリートより水系ポリウレタン組成物が剥離することを防止することを目的としている。該剥離は、床に熱水を流下させて洗浄する食品工場において顕著に発生する。溝部及び目地部の大きさは深さ7〜13mm、幅7〜13mmがコンクリートカッター等による作業と、剥離防止の観点より好ましい。また溝部から12m超毎に目地部を設けると、本発明の水系ポリウレタン組成物の硬化反応によって塗膜が収縮し、該収縮により溝部と目地部との間の中央付近または目地部と目地部との中央付近に、塗膜の収縮による剥離が発生し、該中央付近の塗膜が浮いた状態となる。   Providing grooves and joints in the floor foundation concrete is that the aqueous polyurethane composition of the present invention shrinks the resin due to the curing reaction, and as a result, the entire aqueous polyurethane composition shrinks. The purpose is to prevent the object from peeling off. The peeling occurs remarkably in a food factory where hot water is allowed to flow down on the floor for cleaning. The size of the groove and joint is preferably 7 to 13 mm in depth and 7 to 13 mm in width from the viewpoint of work with a concrete cutter or the like and prevention of peeling. Moreover, when a joint is provided every 12 m from the groove, the coating film shrinks due to the curing reaction of the aqueous polyurethane composition of the present invention, and due to the shrinkage, near the center between the groove and the joint or between the joint and the joint. In the vicinity of the center of the film, peeling occurs due to the contraction of the coating film, and the coating film in the vicinity of the center is in a floating state.

また床下地コンクリート上に塗布する本発明の水系ポリウレタン組成物の厚さは、重量物が落下して塗膜が割れたり剥離したりする耐衝撃性の観点及び床下地コンクリート上への塗布作業性の観点から、6〜9mmが好ましい。6mm未満では塗布作業性及び耐衝撃性が不十分と成り、9mm超では樹脂の収縮力の絶対量が増して、上記溝部及び目地部を設けても塗膜が剥離したり浮きが発生したり場合がある。   The thickness of the water-based polyurethane composition of the present invention applied on the floor base concrete is determined from the viewpoint of impact resistance that the heavy material falls and the coating film is cracked or peeled off, and the coating workability on the floor base concrete. From this viewpoint, 6 to 9 mm is preferable. If it is less than 6 mm, the coating workability and impact resistance become insufficient, and if it exceeds 9 mm, the absolute amount of the shrinkage force of the resin increases, and even if the grooves and joints are provided, the coating film may be peeled off or floated. There is a case.

以下,実施例及び比較例にて具体的に説明する。   Hereinafter, it demonstrates concretely in an Example and a comparative example.

実施例
水酸基当量が350のヒマシ油変性3官能ポリオールを10〜15重量部と、水酸基当量が360のビスフェノールA骨格を有する4官能ポリオールを10〜15重量部と、水酸基当量が180のビスフェノールA骨格を有する2官能ポリエーテルポリオールを5〜10重量部と、水酸基当量が156で1個の水酸基を有するアルコール化合物を1〜5重量部と、希釈剤としてスルホン酸エステル化合物(メザモール;商品名、バイエル社製)を25〜30重量部と、水(イオン交換水)30重量部とを含み全体として100重量部となる、ポリオールと希釈剤と水の混合物270重量部に着色トナー30重量部を混合して実施例の水系ポリウレタン組成物の主剤とした。なお、該主剤の市販品としてJJ−500TA(商品名、アイカ工業株式会社製)がある。またポリイソシアネートとして、クルードMDI(4,4´−ジフェニルメタンジイソシアネート) ルプラネートMB−5S(商品名、BASF INOACポリウレタン株式会社製、NCO重量%:31.4〜32.6%)300重量部を実施例の水系ポリウレタン組成物の硬化剤とした。また骨材には、ガイシ粉末として粒子径1.0〜3.0mmのセルベン(商品名、株式会社オクムラセラム製)450重量部と、粒子径0.6〜2.36mmの硅砂:乾燥硅砂3号(商品名、篠沢硅砂工業株式会社製)450重量部と、粒子径0.21〜1.18mmの硅砂:東北硅砂4号(商品名、東北硅砂株式会社製)900重量部と、粒子径0.15〜0.85mmの硅砂:東北硅砂5号(商品名、東北硅砂株式会社製)900重量部を使用し、セメントとして白色ポルトランドセメント(太平洋セメント社製)を270重量部を使用して実施例の水系ポリウレタン組成物の骨材及びセメントとした。
Example 10-15 parts by weight of castor oil-modified trifunctional polyol having a hydroxyl group equivalent of 350, 10-15 parts by weight of a tetrafunctional polyol having a bisphenol A skeleton having a hydroxyl group equivalent of 360, and a bisphenol A skeleton having a hydroxyl group equivalent of 180 5 to 10 parts by weight of a bifunctional polyether polyol having 1 to 5 parts by weight, 1 to 5 parts by weight of an alcohol compound having a hydroxyl equivalent of 156 and one hydroxyl group, and a sulfonate compound (mesamol; trade name, Bayer) as a diluent 30 parts by weight of colored toner is mixed with 270 parts by weight of a mixture of polyol, diluent and water, which is 25 parts by weight and 30 parts by weight of water (ion-exchanged water). And used as the main agent of the water-based polyurethane composition of the examples. In addition, there exists JJ-500TA (brand name, Aika Kogyo Co., Ltd. product) as a commercial item of this main ingredient. In addition, as polyisocyanate, 300 parts by weight of Crude MDI (4,4′-diphenylmethane diisocyanate) Luplanate MB-5S (trade name, manufactured by BASF INOAC Polyurethane Co., Ltd., NCO wt%: 31.4 to 32.6%) A curing agent for the aqueous polyurethane composition was used. In addition, the aggregate includes 450 parts by weight of selven (trade name, manufactured by Okumura Serum Co., Ltd.) having a particle diameter of 1.0 to 3.0 mm as galvanized powder and cinnabar sand having a particle diameter of 0.6 to 2.36 mm: dried cinnabar 3 No. (trade name, manufactured by Shinozawa Kosuna Kogyo Co., Ltd.) 450 parts by weight and silica sand having a particle diameter of 0.21-1.18 mm: 900 parts by weight of Tohoku Kosuna No. 4 (trade name, manufactured by Tohoku Kosuna Co., Ltd.), and particle diameter 0.15-0.85 mm cinnabar: Tohoku cinnabar No. 5 (trade name, manufactured by Tohoku cinnabar Co., Ltd.) 900 parts by weight, and white Portland cement (manufactured by Taiheiyo Cement Co.) as 270 parts by weight Aggregates and cements of the aqueous polyurethane compositions of the examples were used.

骨材とセメントは、上記ガイシ粉末と3種類の硅砂と白色ポルトランドセメントを予め均一に混合し、さらにこれらの他に消石灰30重量部を加えて実施例の水系ポリウレタン組成物のセメント骨材部とした。床下地コンクリートへの塗布及び下記評価項目の評価に当たっては上記実施例の主剤300重量部と実施例の硬化剤300重量部と実施例のセメント骨材部3000重量部にさらにイミダゾール化合物とジモルホリノジエチルエーテルと水を1:1:18で混合した触媒部JJ−500R(商品名、アイカ工業株式会社製)を配合し、該触媒部を主剤及び硬化剤及びセメント骨材部の合計3600重量部に対してさらに5重量%添加したものを実施例の水系ポリウレタン組成物とした。   Aggregate and cement are prepared by mixing the above-mentioned insulator powder, three types of cinnabar sand, and white Portland cement in advance, and adding 30 parts by weight of slaked lime to the cement aggregate part of the aqueous polyurethane composition of the example. did. In the application to the floor base concrete and the evaluation of the following evaluation items, 300 parts by weight of the main agent of the above example, 300 parts by weight of the curing agent of the example, 3000 parts by weight of the cement aggregate part of the example, an imidazole compound and dimorpholinodiethyl A catalyst part JJ-500R (trade name, manufactured by Aika Kogyo Co., Ltd.) in which ether and water are mixed at 1: 1: 18 is blended, and the catalyst part is added to a total of 3600 parts by weight of the main agent, the curing agent, and the cement aggregate part. An aqueous polyurethane composition of the example was added at an additional 5% by weight.

比較例1乃至比較例3
水酸基当量が350のヒマシ油変性3官能ポリオールを35〜40重量部と、水酸基当量が360のビスフェノールA骨格を有する4官能ポリオールを3〜8重量部と、希釈剤としてスルホン酸エステル化合物(メザモール;商品名、バイエル社製)を20〜25重量部と、水(イオン交換水)30重量部とを含み全体として100重量部となる、ポリオールと水の混合物270重量部に着色トナー30重量部を混合して比較例の水系ポリウレタン組成物の主剤とした。またポリイソシアネートとしてクルードMDI(4,4´−ジフェニルメタンジイソシアネート)ルプラネートMB−5S(商品名、BASF INOACポリウレタン株式会社製、NCO重量%:31.4〜32.6%)300重量部を比較例の水系ポリウレタン組成物の硬化剤とした。
Comparative Examples 1 to 3
35 to 40 parts by weight of a castor oil-modified trifunctional polyol having a hydroxyl group equivalent of 350, 3 to 8 parts by weight of a tetrafunctional polyol having a bisphenol A skeleton having a hydroxyl group equivalent of 360, and a sulfonic acid ester compound (mesamol; 30 parts by weight of color toner is added to 270 parts by weight of a mixture of polyol and water, including 20 to 25 parts by weight of a trade name (manufactured by Bayer) and 30 parts by weight of water (ion exchange water). It mixed and it was set as the main ingredient of the water-based polyurethane composition of a comparative example. In addition, 300 parts by weight of Crude MDI (4,4′-diphenylmethane diisocyanate) Rupranate MB-5S (trade name, manufactured by BASF INOAC Polyurethane Co., Ltd., NCO weight%: 31.4 to 32.6%) is used as a polyisocyanate as a comparative example. A curing agent for an aqueous polyurethane composition was used.

比較例の骨材とセメントは、実施例の骨材及びセメントと同一とし、比較例のセメント骨材部も実施例のセメント骨材部と同一とした。床下地コンクリートへの塗布及び下記評価項目の評価に当たっては比較例の主剤300重量部と比較例の硬化剤300重量部と比較例のセメント骨材部3000重量部にさらにイミダゾール化合物とジモルホリノジエチルエーテルと水を1:1:18で混合した触媒部JJ−500R(商品名、アイカ工業株式会社製)を配合し、該触媒部を主剤及び硬化剤及びセメント骨材部の合計3600重量部に対してさらに3重量%添加したものを比較例1の水系ポリウレタン組成物とし、該触媒部を同様にさらに5重量%添加したものを比較例2の水系ポリウレタン組成物とし、該触媒部を同様にさらに7重量%添加したものを比較例3の水系ポリウレタン組成物とした。   The aggregate and cement of the comparative example were the same as the aggregate and cement of the example, and the cement aggregate part of the comparative example was also the same as the cement aggregate part of the example. In the application to the floor base concrete and the evaluation of the following evaluation items, 300 parts by weight of the main agent of the comparative example, 300 parts by weight of the curing agent of the comparative example, 3000 parts by weight of the cement aggregate part of the comparative example, and further an imidazole compound and dimorpholinodiethyl ether And catalyst part JJ-500R (trade name, manufactured by Aika Kogyo Co., Ltd.) in which 1: 1 and 18 are mixed with water, and the catalyst part is added to a total of 3600 parts by weight of the main agent, the curing agent and the cement aggregate part. Further, 3% by weight was added as the aqueous polyurethane composition of Comparative Example 1, and 5% by weight of the catalyst was similarly added as the aqueous polyurethane composition of Comparative Example 2, and the catalyst was further added in the same manner. The aqueous polyurethane composition of Comparative Example 3 was added with 7% by weight.

評価項目及び評価方法Evaluation items and evaluation methods

5℃硬化性
5℃下において、床下地コンクリート上に、均一に混合した実施例及び比較例1乃至比較例3の水系ポリウレタン組成物を厚さ6〜9mmに金ゴテで塗布し、表面硬度がJISK7215に規定するデュロメータ硬さDタイプで60以上を示す時間が6時間以内を○として6時間超を×と評価した。
5 ° C. Curability Under 5 ° C., the water-based polyurethane compositions of Examples and Comparative Examples 1 to 3 that were uniformly mixed were applied on the floor foundation concrete to a thickness of 6 to 9 mm with a gold trowel, and the surface hardness was In the durometer hardness D type specified in JIS K7215, the time of 60 or more was evaluated as “◯” when the time of 6 hours or less was evaluated as “◯”.

5℃可使時間
5℃下において、床下地コンクリート上に均一に混合した実施例及び比較例1乃至比較例3の水系ポリウレタン組成物が厚さ6〜9mmに金ゴテで塗布できる時間を分単位で評価し、11分以上を○、10分以下を×と評価した。
5 ° C working time Under 5 ° C, the time in which the aqueous polyurethane compositions of Examples and Comparative Examples 1 to 3 mixed uniformly on floor foundation concrete can be applied with a gold trowel to a thickness of 6 to 9 mm in minutes. It was evaluated as ◯, and 11 minutes or more were evaluated as ◯, and 10 minutes or less as x.

5℃表面仕上がり性
5℃下において、床下地コンクリート上に均一に混合した実施例及び比較例1乃至比較例3の水系ポリウレタン組成物を厚さ6〜9mmに金ゴテで塗布した際の塗膜の表面状態を目視にて観察し、平滑な仕上がりである場合を○とし、凹凸のある仕上がりとなっている場合を×と評価した。
5 ° C. Surface finish at 5 ° C. Coating film obtained by applying the aqueous polyurethane compositions of Examples and Comparative Examples 1 to 3 uniformly mixed on floor foundation concrete to a thickness of 6 to 9 mm with a gold trowel. The surface state was visually observed, and a case where the surface was smooth was evaluated as ◯, and a case where the surface was uneven was evaluated as ×.

耐衝撃性
23℃下でJISA5371の300mm×300mm×厚さ60mmの乾燥したコンクリート平板(ケット水分計HI−520コンクリートレンジにて5%以下)の表面に、均一に混合した実施例及び比較例1乃至比較例3の水系ポリウレタン組成物を厚さ6〜9mmに金ゴテで塗布して7日間養生し、中央部に高さ1mから1kgの鋼球を30回落下させ、塗膜に割れ、剥がれ等の異常のないものを○、割れ、剥がれ等の異常が生じたものを×と評価した。
On the surface of impact 23 ° C. under JISA5371 300mm × 300mm × thickness 60mm dry concrete slab of (less than 5% by ket moisture meter HI-520 concrete range) were uniformly mixed Examples and Comparative Example 1 Thoroughly apply the water-based polyurethane composition of Comparative Example 3 to a thickness of 6-9 mm with a gold trowel and cure for 7 days. Drop a steel ball with a height of 1 m to 1 kg 30 times in the center, cracking and peeling off the coating film. Those having no abnormality such as ◯ were evaluated, and those having abnormality such as cracking and peeling were evaluated as ×.

耐熱衝撃性
JISA5371の300mm×300mm×厚さ60mmの乾燥したコンクリート平板(ケット水分計HI−520コンクリートレンジにて5%以下)を4分の1にカットして150mm×150mm×厚さ60mmの試験板とし、該の試験板の表面であって4面の木口より5mm内側に深さ10mm幅10mmの目地部を設ける。23℃下において該目地部に、均一に混合した実施例及び比較例1乃至比較例3の水系ポリウレタン組成物を充填しながら、厚さ6〜9mmに塗布し7日間養生する。その後試験体中央部に95℃熱水を5分流下させ次に20℃の冷水を10分流下させることを1サイクルとして4000サイクル繰り返し、塗膜に剥がれ、浮き等異常が生じないものを○、異常が生じたものを×と評価した。
Thermal shock resistance JIS A5371 300 mm x 300 mm x 60 mm thick dry concrete flat plate (5% or less in ket moisture meter HI-520 concrete range) cut to 1/4 and test 150 mm x 150 mm x thickness 60 mm As a plate, a joint portion having a depth of 10 mm and a width of 10 mm is provided on the surface of the test plate and 5 mm inside the four ends. At 23 ° C., the joints are applied to a thickness of 6 to 9 mm and cured for 7 days while filling the joints with the aqueous polyurethane compositions of Examples and Comparative Examples 1 to 3. Thereafter, 95 ° C hot water is allowed to flow down to the center of the test body for 5 minutes, and then 20 ° C cold water is allowed to flow down for 10 minutes. The cycle is repeated 4000 cycles. An abnormality was evaluated as x.

防滑性
23℃下でJISA5371の300mm×300mm×厚さ60mmの乾燥したコンクリート平板(ケット水分計HI−520コンクリートレンジにて5%以下)の表面に、均一に混合した実施例及び比較例1乃至比較例3の水系ポリウレタン組成物を厚さ6〜9mmに金ゴテで塗布して7日間養生し、塗膜表面が乾燥状態及び水で湿潤している状態のそれぞれについて、ポータブルスキッドレジスタンステスターにてBPN値を測定した。BPN値が40以上を○と評価した。
On the surface of the slip resistant 23 ℃ under JISA5371 300mm × 300mm × thickness 60mm dry concrete slab (less than 5% by ket moisture meter HI-520 concrete range), Examples and Comparative Examples 1 to were uniformly mixed The aqueous polyurethane composition of Comparative Example 3 was applied to a thickness of 6 to 9 mm with a gold trowel and cured for 7 days. The surface of the coating film was in a dry state and in a wet state with water using a portable skid resistance tester. BPN values were measured. A BPN value of 40 or more was evaluated as ◯.

付着性
23℃下でJISA5371の300mm×300mm×厚さ60mmの乾燥したコンクリート平板(ケット水分計HI−520コンクリートレンジにて5%以下)の表面に、均一に混合した実施例及び比較例1乃至比較例3の水系ポリウレタン組成物を厚さ6〜9mmに金ゴテで塗布して7日間養生し、建研式接着力試験器により、40×40mm部分の水系ポリウレタン組成物とコンクリート平板との付着強度を測定した。破壊状態は下地コンクリート100%凝集破壊を○と、それ以外を×と評価した。
On the surface of the dried concrete slab of 300 mm × 300 mm × thickness 60mm adherent 23 ° C. under JISA5371 (less than 5% by ket moisture meter HI-520 concrete range), Examples and Comparative Examples 1 to were uniformly mixed The aqueous polyurethane composition of Comparative Example 3 was applied to a thickness of 6 to 9 mm with a gold trowel and cured for 7 days, and the 40 × 40 mm portion of the aqueous polyurethane composition and the concrete flat plate were adhered using a Kenken adhesive strength tester. The strength was measured. As for the fracture state, 100% cohesive fracture of the ground concrete was evaluated as “good”, and the others were evaluated as “poor”.

評価結果
評価結果を表1に示す。
Evaluation results The evaluation results are shown in Table 1.

Figure 0006208533
Figure 0006208533

まとめ
実施例ではすべての評価項目において○評価となったが、比較例は5℃硬化性が×評価であるか、5℃可使時間及び表面仕上がり性が×評価であった。
Summary In all of the evaluation items, the evaluation results were evaluated as o, but in the comparative example, the 5 ° C. curability was evaluated as x, or the 5 ° C. pot life and surface finish were evaluated as x.

Claims (3)

ポリオール、触媒、ポリイソシアネート、セメント、骨材及び水を含有してなる水硬性ポリマーセメント組成物であって、ポリオールはヒマシ油変性3官能ポリオールとビスフェノールA骨格を有する4官能ポリオールとビスフェノールA骨格を有する2官能ポリエーテルポリオールから成り、触媒はイミダゾール化合物及びジモルホリノジエチルエーテルから成り、さらに水酸基当量が100〜200で1個の水酸基を有するアルコール化合物を含有し、ヒマシ油変性3官能ポリオール及びビスフェノールA骨格を有する4官能ポリオールは水酸基当量が250〜450であり、ビスフェノールA骨格を有する2官能ポリエーテルポリオールは水酸基当量が150〜250であり、セメント及び骨材の合計部数は組成物全体100重量部中の75〜90重量部であることを特徴とする水系ポリウレタン組成物。 A hydraulic polymer cement composition comprising a polyol, a catalyst, a polyisocyanate, a cement, an aggregate and water, wherein the polyol comprises a castor oil-modified trifunctional polyol, a tetrafunctional polyol having a bisphenol A skeleton, and a bisphenol A skeleton. The catalyst comprises an imidazole compound and dimorpholinodiethyl ether, and further contains an alcohol compound having a hydroxyl equivalent of 100 to 200 and one hydroxyl group, castor oil-modified trifunctional polyol and bisphenol A. The tetrafunctional polyol having a skeleton has a hydroxyl equivalent of 250 to 450, the bifunctional polyether polyol having a bisphenol A skeleton has a hydroxyl equivalent of 150 to 250, and the total number of parts of cement and aggregate is 100 parts by weight of the total composition During ~ 75-90 aqueous polyurethane composition, which is a part by weight. 5℃下で混合し床下地コンクリート上に金鏝にて塗布可能な時間が混合直後から11分以上あり、5℃下で床下地コンクリート上に厚さ6〜9mmに塗布した際、塗布後の表面硬度がデュロメータDタイプで60となる時間が6時間以内であることを特徴とする請求項1記載の水系ポリウレタン組成物。   Mixing at 5 ° C and applying on a gold-plated concrete on the floor base concrete is 11 minutes or more immediately after mixing, and when applied to the floor base concrete at 5 ° C to a thickness of 6 to 9 mm, The water-based polyurethane composition according to claim 1, wherein the time for which the surface hardness is 60 in the durometer D type is 6 hours or less. 床下地コンクリートの脆弱層を除去し、床下地コンクリートの際部に深さ7〜13mmで幅が7〜13mmの溝部を設け、対向する溝部と溝部との距離が12m超ある場合は、該溝部から12m以内毎に深さ7〜13mmで幅が7〜13mmの目地部を設け、該溝部内及び目地部内に請求項1又は請求項2記載の水系ポリウレタン組成物を充填しながら、床下地コンクリート上に直接、請求項1又は請求項2記載の水系ポリウレタン組成物を厚さ6〜9mmに塗布することを特徴とする請求項1又は請求項2記載の水系ポリウレタン組成物の床下地コンクリートへの施工方法。
When the brittle layer of the floor foundation concrete is removed and a groove portion having a depth of 7 to 13 mm and a width of 7 to 13 mm is provided at the edge of the floor foundation concrete, and the distance between the facing groove portion and the groove portion exceeds 12 m, the groove portion A floor base concrete is provided with a joint portion having a depth of 7 to 13 mm and a width of 7 to 13 mm every 12 m from the inside and filling the water-based polyurethane composition according to claim 1 or 2 into the groove portion and the joint portion. The water-based polyurethane composition according to claim 1 or 2 is directly applied to a thickness of 6 to 9 mm directly on the floor-based concrete of the water-based polyurethane composition according to claim 1 or 2. Construction method.
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