JP2023018506A - Hydraulic epoxy resin mortar composition for floor finishing and application method of the same - Google Patents

Hydraulic epoxy resin mortar composition for floor finishing and application method of the same Download PDF

Info

Publication number
JP2023018506A
JP2023018506A JP2021122686A JP2021122686A JP2023018506A JP 2023018506 A JP2023018506 A JP 2023018506A JP 2021122686 A JP2021122686 A JP 2021122686A JP 2021122686 A JP2021122686 A JP 2021122686A JP 2023018506 A JP2023018506 A JP 2023018506A
Authority
JP
Japan
Prior art keywords
epoxy resin
hydraulic
curing agent
composition
water
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2021122686A
Other languages
Japanese (ja)
Inventor
優太 竹内
Yuta Takeuchi
裕之 田口
Hiroyuki Taguchi
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Aica Kogyo Co Ltd
Original Assignee
Aica Kogyo Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Aica Kogyo Co Ltd filed Critical Aica Kogyo Co Ltd
Priority to JP2021122686A priority Critical patent/JP2023018506A/en
Publication of JP2023018506A publication Critical patent/JP2023018506A/en
Pending legal-status Critical Current

Links

Abstract

To provide a hydraulic epoxy resin mortar composition for floor finishing and a production method of the same, enabling excellent finishing, where one can walk on the coated composition on the following day of the application even applied under an atmosphere at 5°C, and even in a case where there is unevenness on ground concrete or there is a protruded part locally.SOLUTION: The invention relates to a hydraulic epoxy resin mortar composition for floor finishing and an application method of the same, the hydraulic epoxy resin composition for floor finishing including hydraulic cement, aggregate, epoxy resin, an aqueous epoxy resin curing agent, and a non-aqueous epoxy resin curing agent, where a weight ratio of the hydraulic cement and the water is 0.1-0.4, a resin solid weight accounts for 40-60% of the total weight of the composition including the water, if the resin is considered what the aqueous epoxy resin curing agent and the non-aqueous epoxy resin curing agent that react with the epoxy resin are added to the epoxy resin, and the aggregate accounts for 20-50 pts.wt to 100 pts.wt of the total composition.SELECTED DRAWING: None

Description

本発明は、下地コンクリート表面に塗付して塗り床とする床仕上げ用水硬性エポキシ樹脂モルタル組成物及びその施工方法に関する。 TECHNICAL FIELD The present invention relates to a hydraulic epoxy resin mortar composition for floor finishing, which is applied to a base concrete surface to form a floor coating, and a method for applying the same.

従来、下地コンクリート表面に塗布する塗材組成物及びその床施工方法並びにそれによる床構造が提案されている(特許文献1)。該塗材組成物は、水硬性セメントと骨材と水系エポキシ樹脂を含む水系エポキシ樹脂モルタル組成物であって、水硬性セメントと水の重量比が0.3以上0.4以下、エポキシ樹脂に該エポキシ樹脂と反応する硬化剤を加えたものを樹脂とした場合の該樹脂の樹脂固形分重量が、水を含んだ全配合物の重量に対して4%以上10%以下、硬化物の総細孔量が0.05cc/g以上0.2cc以下、T.I値が1.0~1.5であることを特徴とする塗材組成物である。 Conventionally, a coating material composition to be applied to a base concrete surface, a floor construction method using the same, and a floor structure using the same have been proposed (Patent Document 1). The coating material composition is a water-based epoxy resin mortar composition containing hydraulic cement, aggregate, and water-based epoxy resin, wherein the weight ratio of hydraulic cement to water is 0.3 or more and 0.4 or less, and the epoxy resin When the resin is made by adding a curing agent that reacts with the epoxy resin, the resin solid content weight of the resin is 4% or more and 10% or less based on the weight of the entire compound containing water, and the total weight of the cured product The pore volume is 0.05 cc/g or more and 0.2 cc or less; The coating material composition is characterized by having an I value of 1.0 to 1.5.

該塗材組成物は、下地コンクリートに塗付して硬化させたのち、その上に無溶剤系、溶剤系、若しくは水系エポキシ樹脂又は無溶剤系、溶剤系、若しくは水系ウレタン樹脂の仕上げ塗材を重層するもので、塗材組成物の塗付だけでそのまま仕上げ、とすることが出来ない、という課題がある。 After the coating material composition is applied to the base concrete and cured, a finishing coating material of solvent-free, solvent-based, or water-based epoxy resin or solvent-free, solvent-based, or water-based urethane resin is applied thereon. Since it is multi-layered, there is a problem that it cannot be finished by simply applying the coating material composition.

また、仕上げ塗材の膨れ面積率が0.5%以下となる塗材組成物であって、仕上げ塗材との付着性に優れ、下地コンクリートからの水分の透過を防止する塗材組成物として、水硬性セメントと骨材と水系エポキシ樹脂を含む水系エポキシ樹脂モルタル組成物であって、水硬性セメントと水の重量比が0.33以上0.37以下、エポキシ樹脂に該エポキシ樹脂と反応する硬化剤を加えたものを樹脂とした場合の該樹脂の樹脂固形分重量が、水を含んだ全配合物の重量に対して8%以上9%以下であり、硬化物の総細孔量が0.10cc/g以上0.15cc/g以下、T.I値が1.1以上1.3以下であり、水系エポキシ樹脂は、非乳化型のエポキシ樹脂と自己乳化型の硬化剤とから成り、塗材組成物の混合直後における粘度が2Pa・s以上3Pa・s以下/23℃であり、水硬性セメントが白セメントであり、下地コンクリートに0.8~1.2mm厚みに塗付して硬化させることを特徴とする塗材組成物が提案されている(特許文献2)。 In addition, a coating material composition in which the swollen area ratio of the finishing coating material is 0.5% or less, is excellent in adhesion to the finishing coating material, and prevents water from permeating from the underlying concrete. A water-based epoxy resin mortar composition containing hydraulic cement, aggregate, and water-based epoxy resin, wherein the weight ratio of hydraulic cement to water is 0.33 or more and 0.37 or less, and the epoxy resin reacts with the epoxy resin. When the resin is made by adding a curing agent, the resin solid content weight of the resin is 8% or more and 9% or less with respect to the weight of the entire compound containing water, and the total pore volume of the cured product is 0.10 cc/g or more and 0.15 cc/g or less, T.I. The I value is 1.1 or more and 1.3 or less, the water-based epoxy resin is composed of a non-emulsifying epoxy resin and a self-emulsifying curing agent, and the viscosity of the coating material composition immediately after mixing is 2 Pa s or more. A coating material composition has been proposed, which has a temperature of 3 Pa·s or less/23° C., white cement as a hydraulic cement, and is applied to a base concrete to a thickness of 0.8 to 1.2 mm and cured. (Patent Document 2).

該塗材組成物は、特許文献1の塗材組成物と同様に、下地コンクリートに塗付して硬化させたのち、その上に無溶剤系、溶剤系、若しくは水系エポキシ樹脂又は無溶剤系、溶剤系、若しくは水系ウレタン樹脂の仕上げ塗材を重層するもので、塗材組成物の塗付だけでそのまま仕上げ、とすることが出来ない、という課題がある。 The coating material composition, like the coating material composition of Patent Document 1, is applied to the base concrete and cured, and then solvent-free, solvent-based, or water-based epoxy resin or solvent-free, There is a problem that it is not possible to simply apply the coating material composition and finish it as it is, since the finishing coating material of solvent-based or water-based urethane resin is overlaid.

また、これらの課題を解決するために、水硬性セメントと骨材とエポキシ樹脂と水系エポキシ樹脂硬化剤を含む床仕上げ用水硬性エポキシ樹脂モルタル組成物であって、水硬性セメントと水の重量比が0.3~0.4であり、エポキシ樹脂に該エポキシ樹脂と反応する水系エポキシ樹脂硬化剤を加えたものを樹脂とした場合の樹脂固形分重量が水を含んだ全組成物の重量に対して8~9%であり 、骨材の組成物単位重量当たりの比表面積は29~34cm/gであり、骨材は6号けい砂及び7号けい砂を含むことを特徴とする床仕上げ用水硬性エポキシ樹脂モルタル組成物が提案されている(特許文献3)。 In order to solve these problems, a hydraulic epoxy resin mortar composition for floor finishing comprising hydraulic cement, aggregate, epoxy resin and a water-based epoxy resin curing agent, wherein the weight ratio of hydraulic cement to water is 0.3 to 0.4, and the weight of the resin solid content when the resin is made by adding a water-based epoxy resin curing agent that reacts with the epoxy resin to the weight of the entire composition containing water is 8 to 9%, the aggregate has a specific surface area per unit weight of the composition of 29 to 34 cm 2 /g, and the aggregate contains No. 6 silica sand and No. 7 silica sand. A hydraulic epoxy resin mortar composition has been proposed (Patent Document 3).

特許第4794007号公報Japanese Patent No. 4794007 特許第6101524号公報Japanese Patent No. 6101524 特開2019-210192号公報JP 2019-210192 A

しかしながら、特許文献3に記載の床仕上げ用水硬性エポキシ樹脂モルタル組成物は、水系エポキシ樹脂硬化剤とエポキシ樹脂が反応すると共に水硬性セメントが水和することにより硬化するため、硬化速度が遅く、特に5℃程度の低温環境下で施工すると施工翌日では塗付した組成物の硬化が不十分で塗膜上を歩行することが出来ない場合があるという課題があり、また平均粒子径が350μm前後の6号けい砂を含むため、下地コンクリートに不陸が有る場合や、局所的に凸部が存在する場合には、該6号けい砂が塗膜表面に凹凸状に表れて仕上がりが不良となる場合があるという課題がある。 However, the hydraulic epoxy resin mortar composition for floor finishing described in Patent Document 3 is cured by the reaction of the water-based epoxy resin curing agent with the epoxy resin and the hydration of the hydraulic cement. If applied in a low temperature environment of about 5 ° C, there is a problem that the applied composition may not be able to walk on the coating film due to insufficient curing on the next day after application. Because it contains No. 6 silica sand, if the base concrete has unevenness or if there are local protrusions, the No. 6 silica sand will appear uneven on the surface of the coating film, resulting in a poor finish. There is a problem that there is a case.

本発明が解決しようとする課題は、5℃程度の低温での硬化が速く、5℃環境下で施工しても施工翌日には塗付した組成物の上を歩行することができ、また下地コンクリートに不陸が有る場合や、局所的に凸部が存在する場合であっても、良好な仕上がりとなる床仕上げ用水硬性エポキシ樹脂モルタル組成物及びそ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 it cures quickly at a low temperature of about 5 ° C., and even if it is applied in an environment of 5 ° C., it is possible to walk on the applied composition the day after the application and the base. To provide a hydraulic epoxy resin mortar composition for floor finishing which gives a good finish even when concrete has unevenness or locally has convex portions, and to provide a method for applying the composition.

上記課題を解決するため請求項1記載の発明は、水硬性セメントと骨材とエポキシ樹脂と水系エポキシ樹脂硬化剤と非水系エポキシ樹脂硬化剤とを含む床仕上げ用水硬性エポキシ樹脂モルタル組成物であって、水硬性セメントに対する水の重量比が0.1~0.4であり、エポキシ樹脂に該エポキシ樹脂と反応する水系エポキシ樹脂硬化剤と非水系エポキシ樹脂硬化剤を加えたものを樹脂とした場合の樹脂固形分重量が水を含んだ全組成物の重量に対して40~60%であり、骨材は組成物全体100重量部に対して20~50重量部であることを特徴とする床仕上げ用水硬性エポキシ樹脂モルタル組成物を提供する。 In order to solve the above-mentioned problems, the invention according to claim 1 is a hydraulic epoxy resin mortar composition for floor finishing comprising hydraulic cement, aggregate, epoxy resin, water-based epoxy resin curing agent and non-aqueous epoxy resin curing agent. The weight ratio of water to hydraulic cement is 0.1 to 0.4, and the resin is obtained by adding a water-based epoxy resin curing agent and a non-aqueous epoxy resin curing agent that react with the epoxy resin to the epoxy resin. The weight of resin solids in the case is 40 to 60% based on the weight of the total composition containing water, and the aggregate is 20 to 50 parts by weight based on 100 parts by weight of the entire composition. A hydraulic epoxy resin mortar composition for floor finishing is provided.

また請求項2記載の発明は、前記エポキシ樹脂は非乳化型のエポキシ樹脂であり、前記水系エポキシ樹脂硬化剤は自己乳化型のエポキシ樹脂硬化剤であり、前記非水系エポキシ樹脂硬化剤は非自己乳化型のエポキシ樹脂硬化剤であることを特徴とする請求項1記載の床仕上げ用水硬性エポキシ樹脂モルタル組成物を提供する。 In the invention according to claim 2, the epoxy resin is a non-emulsifying epoxy resin, the aqueous epoxy resin curing agent is a self-emulsifying epoxy resin curing agent, and the non-aqueous epoxy resin curing agent is a non-self-emulsifying epoxy resin. A hydraulic epoxy resin mortar composition for floor finishing according to claim 1, characterized in that it is an emulsifying type epoxy resin curing agent.

また請求項3記載の発明は、請求項1又は請求項2記載の床仕上げ用水硬性エポキシ樹脂モルタル組成物を下地コンクリート表面に2.0~4.0kg/m塗付することを特徴とする床仕上げ用水硬性エポキシ樹脂モルタル組成物の施工方法を提供する。 The invention according to claim 3 is characterized in that the hydraulic epoxy resin mortar composition for floor finishing according to claim 1 or claim 2 is applied to the surface of the base concrete in an amount of 2.0 to 4.0 kg/m 2 . A method of applying a hydraulic epoxy resin mortar composition for floor finishing is provided.

本発明の床仕上げ用水硬性エポキシ樹脂モルタル組成物は、従来の床仕上げ用水硬性エポキシ樹脂モルタル組成物等と比較して樹脂固形分重量が高く、また硬化剤に非水系エポキシ樹脂硬化剤を含むため、5℃程度の低温環境下での硬化が速く、5℃環境下で施工しても施工翌日には塗付した組成物の上を歩行することが出来る効果がある。 The hydraulic epoxy resin mortar composition for floor finishing of the present invention has a higher resin solid weight than conventional hydraulic epoxy resin mortar compositions for floor finishing, and contains a non-aqueous epoxy resin curing agent as a curing agent. It cures quickly in a low temperature environment of about 5°C, and even if it is applied in an environment of 5°C, it has the effect of being able to walk on the applied composition on the next day after application.

また、骨材は平均粒子径が150μm前後の7号けい砂から成るため、下地コンクリートに不陸が有る場合や局所的に凸部が存在する場合であっても、塗膜表面は平滑状態となり良好な仕上がりとなる効果がある。 In addition, since the aggregate consists of No. 7 silica sand with an average particle size of around 150 μm, the coating film surface remains smooth even if the underlying concrete has unevenness or local protrusions. It has the effect of providing a good finish.

また、本発明の床仕上げ用水硬性エポキシ樹脂モルタル組成物は、水硬性セメントを含みまたエポキシ樹脂に該エポキシ樹脂と反応する水系エポキシ樹脂硬化剤と非水系エポキシ樹脂硬化剤を加えたものを樹脂とした場合の樹脂固形分重量が水を含んだ全組成物の重量に対して40~60%と高いため、下地コンクリートに対して高い接着性を有する効果があり、従来の水硬性セメントを含まない厚膜型エポキシ樹脂系塗り床材のように、下地コンクリートに対する接着性を得るため、溶剤型や水系のプライマーと塗付する必要がないという効果がある。またこれにより、下地コンクリート表面に塗り床を形成する工程数は、基本的に本発明の床仕上げ用水硬性エポキシ樹脂モルタル組成物を塗付する1工程であり、従来と比較して手間が少なく低コストであるという効果がある。 In addition, the hydraulic epoxy resin mortar composition for floor finishing of the present invention contains a hydraulic cement and is obtained by adding a water-based epoxy resin curing agent and a non-aqueous epoxy resin curing agent to the epoxy resin, which reacts with the epoxy resin. Since the weight of the resin solid content is as high as 40 to 60% of the weight of the entire composition containing water, it has the effect of having high adhesion to the base concrete, and does not contain conventional hydraulic cement. Unlike thick-film epoxy resin-based floor coverings, it has the effect of eliminating the need to apply a solvent-type or water-based primer in order to obtain adhesion to the underlying concrete. In addition, as a result, the number of steps for forming a coating floor on the surface of the base concrete is basically one step for applying the hydraulic epoxy resin mortar composition for floor finishing of the present invention, which is less labor and less costly than conventional. There is an effect that it is a cost.

また、請求項3記載の床仕上げ用水硬性エポキシ樹脂モルタル組成物の施工方法で塗付された塗り床は、同様に5℃程度の低温環境下での硬化が速く、5℃環境下で施工しても施工翌日には塗付した組成物の上を歩行することが出来ると共に下地コンクリートに不陸が有る場合や、局所的に凸部が存在する場合であっても、塗膜表面は平滑状態となり良好な仕上がりとなる効果があり、また1工程で下地コンクリート表面に塗り床を形成することが出来るため、短工程、低コストに仕上げることが出来る効果がある。 In addition, the floor coating applied by the method of applying the hydraulic epoxy resin mortar composition for floor finishing according to claim 3 similarly cures quickly in a low temperature environment of about 5°C, and can be applied in an environment of 5°C. Even if it is possible to walk on the applied composition the day after application, and even if the underlying concrete has unevenness or local protrusions, the coating film surface is in a smooth state. In addition, since the coating floor can be formed on the surface of the base concrete in one process, there is an effect that it is possible to finish in a short process and at a low cost.

本発明の床仕上げ用水硬性エポキシ樹脂モルタル組成物は、水硬性セメントと骨材とエポキシ樹脂と水系エポキシ樹脂硬化剤と非水系エポキシ樹脂硬化剤とを含む床仕上げ用水硬性エポキシ樹脂モルタル組成物であって、水硬性セメントに対する水の重量比が0.1~0.4であり、エポキシ樹脂に該エポキシ樹脂と反応する水系エポキシ樹脂硬化剤と非水系エポキシ樹脂硬化剤を加えたものを樹脂とした場合の樹脂固形分重量が水を含んだ全組成物の重量に対して40~60%であり、骨材は組成物全体100重量部に対して20~50重量部であることを特徴とする床仕上げ用水硬性エポキシ樹脂モルタル組成物であり、下地コンクリートの表面に直接塗付して硬化することにより、下地コンクリート表面に塗り床層を形成すると共にそのまま仕上がり床となる。 The hydraulic epoxy resin mortar composition for floor finishing of the present invention is a hydraulic epoxy resin mortar composition for floor finishing containing a hydraulic cement, an aggregate, an epoxy resin, a water-based epoxy resin curing agent and a non-aqueous epoxy resin curing agent. The weight ratio of water to hydraulic cement is 0.1 to 0.4, and the resin is obtained by adding a water-based epoxy resin curing agent and a non-aqueous epoxy resin curing agent that react with the epoxy resin to the epoxy resin. The weight of resin solids in the case is 40 to 60% based on the weight of the total composition containing water, and the aggregate is 20 to 50 parts by weight based on 100 parts by weight of the entire composition. This is a hydraulic epoxy resin mortar composition for floor finishing, which is applied directly to the surface of the base concrete and cured to form a coating layer on the surface of the base concrete and to form a finished floor as it is.

本発明に使用する水硬性セメントは、水硬性ポゾラン成分であり、水硬性を有する普通ポルトランドセメント、早強ポルトランドセメント、中庸熱ポルトランドセメント、耐硫酸塩ポルトランドセメント、白色ポルトランドセメント等の各種ポルトランドセメントや高炉セメント、シリカセメント、フライアッシュセメント等の混合セメントや、アルミン酸石灰質セメント、ケイ酸アルミン酸石灰質セメント、リン酸セメント等、水硬性ポゾランであるメタカオリン等を使用することが出来る。これらのうち特に白セメントすなわち白色ポルトランドセメントが、仕上げ材として所望の色彩を得やすく、また組成物の流動性を良好とし、結果として組成物の施工作業性が良好になることから、好ましい。 The hydraulic cement used in the present invention is a hydraulic pozzolan component, and various Portland cements such as ordinary Portland cement, high-early-strength Portland cement, moderate-heat Portland cement, sulfate-resistant Portland cement, white Portland cement, etc. Mixed cement such as blast furnace cement, silica cement and fly ash cement, aluminate lime cement, silicate aluminate lime cement, phosphate cement, etc., and metakaolin, which is a hydraulic pozzolan, can be used. Among these, white cement, that is, white Portland cement, is particularly preferred because it is easy to obtain a desired color as a finishing material, and the fluidity of the composition is good, resulting in good construction workability of the composition.

本発明に使用する骨材は、通常水硬性材料と混合して使用できるものであれば本発明の組成物に使用することが出来るが、セルフレベリング性と良好な表面仕上がり性の観点からJISG5901の7号けい砂であることが好ましく、前記水硬性セメントと水の重量比、及び全固形分重量に対する樹脂固形分重量にて配合成分と配合量が確定するので、実際には残る成分となる。骨材は粒径等が同等であれば、等しい効果がえられるものの、コスト、入手性からけい砂が最適となる。JISG5901の7号より細かいと粘度が高くなり、セルフレベリング性と鏝作業性が低下し、7号けい砂より大きいと表面仕上り性が劣る場合がある。市販品としてはJISG5901の7号けい砂に東北硅砂7号(共に北日本産業(株)、商品名、平均粒径(重量による積算値が50%である粒子の直径をいう):185μm)があり、本組成物に配合する骨材には7号けい砂を配合することが好ましい。 The aggregate used in the present invention can be used in the composition of the present invention as long as it can be used by mixing with a normal hydraulic material. Silica sand No. 7 is preferable, and since the weight ratio of the hydraulic cement to water and the weight of resin solids relative to the weight of all solids determine the ingredients and the amount to be added, it is actually the remaining ingredient. As long as the aggregate has the same particle size, the same effect can be obtained, but silica sand is the most suitable from the viewpoint of cost and availability. If it is finer than No. 7 of JIS G5901, the viscosity becomes high, and the self-leveling property and trowel workability are lowered. Commercially available JIS G5901 No. 7 silica sand and Tohoku silica sand No. 7 (both trade names, Kitanihon Sangyo Co., Ltd., trade name, average particle diameter (meaning the diameter of particles whose integrated value by weight is 50%): 185 μm). It is preferable to mix No. 7 silica sand as the aggregate to be mixed in the present composition.

本発明に使用するエポキシ樹脂は、液状であり、常温硬化するものであればよく、ビスフェノールA型エポキシ樹脂、ビスフェノールF型エポキシ樹脂、フェノールノボラック型エポキシ樹脂、ビスフェノールAD型エポキシ樹脂、ビフェニル型エポキシ樹脂、ナフタレン型エポキシ樹脂、脂環式エポキシ樹脂、グリシジルエステル型エポキシ樹脂、グリシジルアミン型エポキシ樹脂、複素環式エポキシ樹脂、ジアリールスルホン型エポキシ樹脂、ヒドロキノン型エポキシ樹脂およびそれらの変性物などを単独あるいは併せて用いてもよく、また、希釈剤を用いて液状化してもよい。また好ましくはエポキシ樹脂が水に乳化せず不溶なものが良く本願ではこれを非乳化型と称している。最も多く配合するエポキシ樹脂の軟化点は、35℃以下が好ましく、このような液状エポキシ樹脂としては、液状ビスフェノールA型エポキシ樹脂が、汎用性、コスト等で適当である。なおこれらのエポキシ樹脂組成物の市販品例としてジョリエースJEX210A(アイカ工業(株)製エポキシ樹脂、商品名、エポキシ当量180、固形分100%、粘度0.7Pa・s/25℃)が挙げられる。 Epoxy resins used in the present invention are liquid and can be cured at room temperature. , naphthalene-type epoxy resins, alicyclic epoxy resins, glycidyl ester-type epoxy resins, glycidylamine-type epoxy resins, heterocyclic epoxy resins, diarylsulfone-type epoxy resins, hydroquinone-type epoxy resins, modified products thereof, etc. alone or in combination. It may be used as a liquid, or may be liquefied using a diluent. Further, it is preferable that the epoxy resin is not emulsified and is insoluble in water, and is called a non-emulsified type in the present application. The softening point of the epoxy resin that is most often blended is preferably 35° C. or lower, and as such a liquid epoxy resin, a liquid bisphenol A type epoxy resin is suitable for versatility, cost, and the like. Examples of commercially available epoxy resin compositions include Jolyace JEX210A (epoxy resin manufactured by Aica Kogyo Co., Ltd., trade name, epoxy equivalent: 180, solid content: 100%, viscosity: 0.7 Pa·s/25°C). .

本発明に使用する水系エポキシ樹脂硬化剤は、前記エポキシ樹脂と混合し、また水分を良好に分散させることができるものであればよく、下記脂肪族ポリアミン、脂環式ポリアミン等を選択し、単独或いは組み合わせて使用する。 The water-based epoxy resin curing agent used in the present invention may be any one as long as it can be mixed with the epoxy resin and can disperse water well. or used in combination.

脂肪族ポリアミンは、アミノ基及びイミノ基を分子中に少なくとも2個以上有する脂肪族化合物であり、ジエチレントリアミン、トリエチレンテトラミン、テトラエチレンペンタミン、ペンタエチレンヘキサミン、ジエチルアミノプロピルアミン、ヘキサメチレンジアミン、トリメチルヘキサメチレンジアミン、ポリオキシプロピレンジアミン、イミノビスヘキシルアミン等がある。 Aliphatic polyamines are aliphatic compounds having at least two amino groups and imino groups in the molecule, and include diethylenetriamine, triethylenetetramine, tetraethylenepentamine, pentaethylenehexamine, diethylaminopropylamine, hexamethylenediamine, trimethylhexa methylenediamine, polyoxypropylenediamine, iminobishexylamine, and the like.

脂環式ポリアミンは、アミノ基及びイミノ基を分子中に少なくとも2個以上有する脂環式化合物であり、キシリレンジアミン、3,9ビス(3-アミノプロピル)-2,4,8,10テトラオキサスピロ[5,5]ウンデカン、N-アミノエチルピペラジン、ビス(4-アミノシクロヘキシル)メタン等がある。 Alicyclic polyamines are alicyclic compounds having at least two amino groups and imino groups in the molecule, and include xylylenediamine, 3,9 bis(3-aminopropyl)-2,4,8,10 tetra oxaspiro[5,5]undecane, N-aminoethylpiperazine, bis(4-aminocyclohexyl)methane and the like.

この他、ポリエーテル等の親水性主鎖をエポキシ樹脂に導入し、過剰のアミンを反応させた自己乳化型硬化剤、脂肪族ポリアミンのエチレンオキサイド付加物、エポキシ樹脂付加物、ポリエチレンポリアミン変性物等の変性脂肪族ポリアミンや脂環式ポリアミンのモノグリシジルエーテル付加物、エポキシ樹脂付加物、アクリルニトリル付加物、フェノールホルマリン変性物(マンニッヒ変成物)、脂肪酸グリシジルエーテル付加物の変性脂環式ポリアミンやポリエチレンポリアミンへの脂肪酸、ポリエチレンポリアミンへのダイマー酸、キシリレンジアミン-ダイマー酸等の縮合反応生成物であるポリアミドアミン並びにこれらの変性物等が挙げられる。前記自己乳化型硬化剤の市販品例としてジョリエースJEX210B(アイカ工業(株)製エポキシ樹脂硬化剤、商品名、活性水素当量750、固形分18%水溶液、粘度7mPa・s/25℃)が挙げられる。 In addition, a hydrophilic main chain such as polyether is introduced into an epoxy resin, and an excess amine is reacted with a self-emulsifying curing agent, an ethylene oxide adduct of an aliphatic polyamine, an epoxy resin adduct, a modified polyethylene polyamine, etc. Monoglycidyl ether adducts of modified aliphatic polyamines and cycloaliphatic polyamines, epoxy resin adducts, acrylonitrile adducts, phenol formalin modified products (Mannich modified products), modified alicyclic polyamines and polyethylenes of fatty acid glycidyl ether adducts Examples include fatty acid to polyamine, dimer acid to polyethylene polyamine, polyamidoamine which is a condensation reaction product of xylylenediamine-dimer acid, and modified products thereof. Examples of commercially available products of the self-emulsifying curing agent include Jolyace JEX210B (epoxy resin curing agent manufactured by Aica Kogyo Co., Ltd., trade name, active hydrogen equivalent: 750, solid content: 18% aqueous solution, viscosity: 7 mPa·s/25°C). be done.

本発明に使用する非水系エポキシ樹脂硬化剤は、上記水系エポキシ樹脂硬化剤のように水分を良好に分散させ、所謂自己乳化型のエポキシ樹脂硬化剤ではなく、水分を良好に分散させることができない非自己乳化型のエポキシ樹脂硬化剤であり、上記脂肪族ポリアミン、脂環式ポリアミン等を選択し、単独或いは組み合わせて使用する。該非水系エポキシ樹脂硬化剤についても上記水系エポキシ樹脂硬化剤と同様に、エポキシ樹脂を導入し過剰のアミンを反応させたエポキシ樹脂付加物、ポリエチレンポリアミン変性物等の変性脂肪族ポリアミン、ポリエチレンポリアミンへのダイマー酸、キシリレンジアミン-ダイマー酸等の縮合反応生成物であるポリアミドアミン並びにこれらの変性物等を使用することが出来る。 The non-aqueous epoxy resin curing agent used in the present invention disperses water well like the water-based epoxy resin curing agent described above, but is not a so-called self-emulsifying epoxy resin curing agent and cannot disperse water well. It is a non-self-emulsifying epoxy resin curing agent, and the above aliphatic polyamines, alicyclic polyamines, etc. are selected and used alone or in combination. Regarding the non-aqueous epoxy resin curing agent, similarly to the water-based epoxy resin curing agent, an epoxy resin adduct obtained by introducing an epoxy resin and reacting excess amine, modified aliphatic polyamine such as polyethylene polyamine modified product, and polyethylene polyamine. Dimer acid, polyamidoamine which is a condensation reaction product of xylylenediamine-dimer acid, and modified products thereof can be used.

本発明の床仕上げ用水硬性エポキシ樹脂モルタル組成物は、水硬性セメントに対する水の重量比(水/水硬性成分であり、一般的にW/Cと呼称される)が0.1以上0.4以下であると堅固な硬化物となり、具体的には硬化後圧縮強度が21N/mm以上となる。水硬性セメントと水の重量比が(水/水硬性分)が0.1未満では耐衝撃性が低下する場合があり、0.4超では、セルフレベリング性が低下して塗膜表面が平滑にならない場合がある。 The hydraulic epoxy resin mortar composition for floor finishing of the present invention has a weight ratio of water to hydraulic cement (water/hydraulic component, generally referred to as W/C) of 0.1 to 0.4. When it is below, the cured product becomes firm, and specifically, the compressive strength after curing becomes 21 N/mm 2 or more. If the weight ratio of hydraulic cement to water (water/hydraulic content) is less than 0.1, the impact resistance may decrease, and if it exceeds 0.4, the self-leveling property will decrease and the coating surface will be smooth. may not be

本発明の床仕上げ用水硬性エポキシ樹脂モルタル組成物において、水を含んだ全配合物の重量に対する、エポキシ樹脂に該エポキシ樹脂と反応する硬化剤を加えたものを樹脂とした場合の該樹脂固形分重量は、40%~60%が好ましく、40%未満では5℃程度の低温環境下での硬化が遅くなく場合があり、60%超では組成物全体の粘度が高くなり、下地コンクリート表面に塗付する際の施工作業性が低下する場合がある。 In the hydraulic epoxy resin mortar composition for floor finishing of the present invention, the resin solid content when the resin is obtained by adding a curing agent that reacts with the epoxy resin to the epoxy resin with respect to the weight of the entire composition containing water The weight is preferably 40% to 60%. If it is less than 40%, curing in a low temperature environment of about 5°C may not be slow. The construction workability at the time of attaching may decrease.

エポキシ樹脂のエポキシ当量と水系エポキシ樹脂硬化剤及び非水系エポキシ樹脂硬化剤との活性水素当量の当量比は、0.7~1.3であることが好ましく、0.7未満では硬化物の例えば圧縮強度が不十分な場合があり、1.3超では、過剰のアミン等により塗膜表面の仕上がりが不良となる場合がある。 The equivalent ratio of the epoxy equivalent of the epoxy resin to the active hydrogen equivalent of the aqueous epoxy resin curing agent and the non-aqueous epoxy resin curing agent is preferably 0.7 to 1.3. Compressive strength may be insufficient, and if it exceeds 1.3, the finish of the coating film surface may be poor due to excess amine or the like.

その他に本組成物に使用する材料として、AE減水剤、硬化促進剤、消泡剤、分散剤等を配合することが出来る。 In addition, an AE water reducing agent, a curing accelerator, an antifoaming agent, a dispersing agent, etc. can be blended as materials used in the present composition.

AE減水剤は、陰イオン系、非イオン系、陽イオン系又は両性イオン系のAE剤とリグニンスルホン酸塩系、高級多価アルコールのスルホン酸塩系、オキシ有機酸、アルキルアリールスルホン酸塩、ポリオキシエチレンアルキルエーテル系、ポリカルボン酸系又はポリオール複合体の減水剤、これらの複合または混合したものを使うことができるが、最も効果を有するものに変性ポリカルボン酸系又はポリエーテル・ポリカルボン酸系の高性能AE減水剤がある。変性ポリカルボン酸系AE減水剤の市販品例としてはMelflux AP101F((株)デグサコンストラクション、商品名)が、ポリエーテル・ポリカルボン酸系の高性能AE減水剤の市販品例としてはMelflux 2641F((株)デグサコンストラクション、商品名)が挙げられる。これらのAE減水剤は水硬性セメント100部に対し0.1重量部から1重量部を配合することにより本組成物をより低粘度とし、またT.I値を下げることが出来る。 AE water reducing agents include anionic, nonionic, cationic or zwitterionic AE agents and ligninsulfonate-based, higher polyhydric alcohol sulfonate-based, oxyorganic acids, alkylarylsulfonates, Polyoxyethylene alkyl ether-based, polycarboxylic acid-based, or polyol complex water-reducing agents, and combinations or mixtures thereof can be used. There are acid-based high performance AE water reducing agents. Melflux AP101F (manufactured by Degussa Construction Co., Ltd.) is a commercial example of a modified polycarboxylic acid-based AE water reducing agent, and Melflux 2641F (a commercial example of a polyether/polycarboxylic acid-based high-performance AE water reducing agent is Degussa Construction Co., Ltd., trade name). 0.1 to 1 part by weight of these AE water reducing agents are added to 100 parts of hydraulic cement to lower the viscosity of the composition. I value can be lowered.

また、硬化促進剤は、エポキシ樹脂と非水系エポキシ樹脂硬化剤の反応を促進するために配合することができ、例えば、2,4,6-トリス(ジメチルアミノメチル)フェノール等の3級アミンや、フェノール、クレゾール、ノニルフェノール、スチレン化フェノール、p-tert―ブチルフェノール等のアルキルフェノール等を使用することが出来る。 Curing accelerators can be added to accelerate the reaction between the epoxy resin and the non-aqueous epoxy resin curing agent. Examples include tertiary amines such as 2,4,6-tris(dimethylaminomethyl)phenol , phenol, cresol, nonylphenol, styrenated phenol, and alkylphenols such as p-tert-butylphenol.

消泡剤、分散剤等は一般的に塗料組成物や塗り床材組成物に使用させるものを適宜選択して使用することが出来る。 Antifoaming agents, dispersing agents and the like can be appropriately selected from those generally used in coating compositions and floor coating compositions.

組成物の混合形態として、エポキシ樹脂、水系エポキシ樹脂硬化剤、非水系エポキシ樹脂硬化剤、水、水硬性セメント、骨材が主たる配合物であるが、2液、1粉体とするのが使用に際して好ましい。すなわち、エポキシ樹脂、水系エポキシ樹脂硬化剤と非水系エポキシ樹脂硬化剤と水、骨材と水硬性セメントとするのが、混合・分散不十分、特性の失活、計量ミス・誤差を防ぐには好ましいが、別個に配合しても構わない。 The composition is mainly composed of epoxy resin, water-based epoxy resin curing agent, non-aqueous epoxy resin curing agent, water, hydraulic cement, and aggregate. It is preferable when In other words, epoxy resin, water-based epoxy resin curing agent and non-aqueous epoxy resin curing agent and water, and aggregate and hydraulic cement are used to prevent insufficient mixing/dispersion, deactivation of properties, and measurement errors/errors. Although preferred, they may be formulated separately.

本発明の組成物は下地コンクリートに2~4kg/m塗付することが好ましく、2kg/m未満4kg/m超では表面仕上がり性が不良と成る場合がある。 The composition of the present invention is preferably applied to the base concrete in an amount of 2 to 4 kg/m 2 , and if the amount is less than 2 kg/m 2 and more than 4 kg/m 2 , the surface finish may be poor.

以下、実施例、比較例にて詳細に説明する。 Examples and comparative examples will be described in detail below.

<実施例及び比較例>
骨材として東北硅砂7号(JISG5901:2016の粒度区分と同じ)を使用した。東北硅砂7号は粒径0.212mm~0.045mm(平均粒径D50:185μm、比重2.58)である。エポキシ樹脂Aとして、ビスフェノールA型液状エポキシ樹脂 jER828(エポキシ当量190、固形分100%、商品名、三菱ケミカル社製)、エポキシ樹脂BとしてジョリエースJEX210A(アイカ工業(株)製エポキシ樹脂、商品名、エポキシ当量180、固形分100%、粘度0.7Pa・s/25℃)を、水系エポキシ樹脂硬化剤Aとして、アンカミン670(商品名、活性水素当量220、水系変性脂肪族ポリアミン、固形分65%水溶液、Evonik社製)を、水系エポキシ樹脂硬化剤Bとして、ジョリエースJEX210B(アイカ工業(株)製エポキシ樹脂硬化剤、商品名、活性水素当量750、固形分18%水溶液、粘度7mPa・s/25℃)を使用し、非水系エポキシ樹脂硬化剤としてアンカミン2089K(活性水素当量75、非水系変性脂肪族ポリアミン、p-tert-ブチルフェノール50%)を使用し、水硬性セメントとしてホワイトセメント(太平洋セメント(株)製、白色ポルトランドセメント)を使用し、表1の配合にて実施例及び比較例の床仕上げ用水硬性エポキシ樹脂モルタル組成物を作製した。
<Examples and Comparative Examples>
Tohoku Silica Sand No. 7 (same as the particle size division of JISG5901:2016) was used as the aggregate. Tohoku Silica Sand No. 7 has a particle size of 0.212 mm to 0.045 mm (average particle size D 50 : 185 μm, specific gravity 2.58). As epoxy resin A, bisphenol A type liquid epoxy resin jER828 (epoxy equivalent 190, solid content 100%, trade name, manufactured by Mitsubishi Chemical Corporation), as epoxy resin B, Joriace JEX210A (epoxy resin manufactured by Aica Kogyo Co., Ltd., trade name , epoxy equivalent 180, solid content 100%, viscosity 0.7 Pa s / 25 ° C.) as water-based epoxy resin curing agent A, Ancamine 670 (trade name, active hydrogen equivalent 220, water-based modified aliphatic polyamine, solid content 65 % aqueous solution, manufactured by Evonik) was used as a water-based epoxy resin curing agent B, and Jolyace JEX210B (epoxy resin curing agent manufactured by Aica Kogyo Co., Ltd., trade name, active hydrogen equivalent 750, solid content 18% aqueous solution, viscosity 7 mPa s /25°C), Ancamine 2089K (active hydrogen equivalent 75, non-aqueous modified aliphatic polyamine, p-tert-butylphenol 50%) is used as a non-aqueous epoxy resin curing agent, and white cement (Taiheiyo Hydraulic epoxy resin mortar compositions for floor finishing of Examples and Comparative Examples were prepared using white Portland cement manufactured by Cement Co., Ltd. according to the formulations shown in Table 1.

Figure 2023018506000001
Figure 2023018506000001

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

<水硬性セメントに対する水の重量比>
水硬性セメントと水系エポキシ樹脂硬化剤に含まれる水分とから、水硬性セメントに対する水の重量比を算出した。
<Weight ratio of water to hydraulic cement>
The weight ratio of water to hydraulic cement was calculated from the water contained in the hydraulic cement and the water-based epoxy resin curing agent.

<樹脂量>
エポキシ樹脂に水系エポキシ樹脂硬化剤及び非水系エポキシ樹脂硬化剤の固形分を加えたものを樹脂固形分とした場合の樹脂固形分重量の、水を含んだ本発明の組成物全体の重量に対する割合(%)を算出した。
<Resin amount>
The ratio of the weight of the resin solid content to the weight of the entire composition of the present invention containing water, when the resin solid content is the sum of the solid content of the water-based epoxy resin curing agent and the non-aqueous epoxy resin curing agent to the epoxy resin. (%) was calculated.

<塗膜硬化性>
23℃及び5℃に24時間以上放置した実施例及び比較例の組成物を、該温度下で、JISA5371に規定する300mm×300mm×60mmのコンクリート平板(下地)に(表面をサンドペーパー(No.180)で研磨し十分に清掃したもの)、厚さ約2mm(塗付量3.0kg/m)に塗付する。塗付24時間後にJIS K 7215に準拠してショアD硬度を測定し、各温度で60以上を〇、60未満を×と評価した。
<Coating film curability>
The compositions of Examples and Comparative Examples left at 23° C. and 5° C. for 24 hours or more were applied to a 300 mm×300 mm×60 mm concrete flat plate (substrate) defined in JISA5371 (the surface was sanded with sandpaper (No. 180) and thoroughly cleaned) to a thickness of about 2 mm (amount of application: 3.0 kg/m 2 ). Shore D hardness was measured according to JIS K 7215 24 hours after application, and 60 or more was evaluated as ◯ at each temperature, and less than 60 was evaluated as x.

<表面平滑性>
90×90cmの8mm厚のフレキシブル板を水平に置き、これに金鏝で実施例及び比較例の組成物を3.0kg/mで塗付し、硬化後1メートル高さから硬化した塗膜表面を目視観察する。骨材の分散ムラ、塗膜のピンホールやクレータなどの表面欠陥が無く平滑なものを○、これ以外を×と評価した。
<Surface smoothness>
A flexible plate of 90 x 90 cm with a thickness of 8 mm was placed horizontally, and the compositions of Examples and Comparative Examples were applied at 3.0 kg/m 2 with a metal trowel, and after curing, the coating film was cured from a height of 1 m. Visually observe the surface. A smooth surface without uneven distribution of aggregates, pinholes, craters, or other surface defects in the coating film was evaluated as ◯, and other than this was evaluated as x.

<塗付作業性>
90×90cmの8mm厚のフレキシブル板を水平に置き、これに実施例及び比較例の組成物を塗付量3.0kg/mで金鏝にて塗付する。全てを目隠しサンプルとして官能評価し、金鏝が重くないものを○とし、それ以外のものを×とした。ここで金鏝が重くないというのは、金鏝にかかる力がおおよそ1N以下となるものである。
<Coating workability>
A flexible plate of 90×90 cm and 8 mm thick is placed horizontally, and the compositions of Examples and Comparative Examples are applied to it with a metal trowel at a coating amount of 3.0 kg/m 2 . Sensory evaluation was carried out on all of them as blindfolded samples, and the ones where the metal iron was not heavy were rated as ◯, and the other ones were rated as x. Here, the trowel is not heavy when the force applied to the trowel is about 1N or less.

<圧縮強さ>
試験片の形状はJISK6911に規定する縦12.7mm×横12.7mm×高差25.4mmとし、これと同形状の金型に、均一に混合した実施例及び比較例の各材料を充填することにより成形した。養生は7日間金型内で養生した後、試験片を金型より取り出し試験体とした。万能試験機(インストロン5500R)によりクロスヘッド移動速度1±0.5mm/minで荷重を加え、試験片が破壊した時の荷重を(N)で測定し圧縮強さ(N/mm)を算出した。圧縮強度が21N/mm以上を〇、これ以外を×と評価した。
<Compressive strength>
The shape of the test piece is 12.7 mm long x 12.7 mm wide x 25.4 mm high as defined in JISK6911, and the uniformly mixed materials of Examples and Comparative Examples are filled in a mold of the same shape. It was molded by After curing in the mold for 7 days, the test piece was removed from the mold and used as a test piece. A load is applied with a universal testing machine (Instron 5500R) at a crosshead moving speed of 1 ± 0.5 mm / min, and the load (N) when the test piece breaks is measured and the compressive strength (N / mm 2 ) is calculated. Calculated. A compressive strength of 21 N/mm 2 or more was evaluated as ◯, and other than this was evaluated as x.

<付着性>
下地としてJIS A 5371規定の舗道板(300×300×60mm)を使用し、20℃湿度50%RHで、実施例及び比較例の組成物を3.0kg/mで塗付し7日間養生して試験体とした。その後、建研式引張試験機にて付着性試験を行い、付着強度が2.0N/mm以上であって、その際の破壊形態が舗道板の凝集破壊を〇、それ以外を×と評価した。
<Adhesion>
A pavement board (300 x 300 x 60 mm) specified in JIS A 5371 was used as the base, and the compositions of Examples and Comparative Examples were applied at 3.0 kg/m 2 at 20°C and 50% RH, and cured for 7 days. and used as a test specimen. After that, an adhesion test was performed with a construction research type tensile tester, and the adhesion strength was 2.0 N / mm 2 or more, and the failure mode at that time was evaluated as 〇 for cohesive failure of the pavement board, and as × for others. bottom.

<耐衝撃性>
下地としてJIS A 5371規定の舗道板(300×300×60mm)を使用し、20℃湿度50%RHで、実施例及び比較例の組成物を3.0kg/mで塗付し7日間養生して試験体とした。該試験体についてNNK-0002に準拠し、落球衝撃試験(1kg鋼球の1m落下)を行い、舗道板にクラックが発生する落球回数または塗膜に割れが生じる落球回数を測定し、10回以上を〇、10回未満を×と評価した。
<Impact resistance>
A pavement board (300 x 300 x 60 mm) specified in JIS A 5371 was used as the base, and the compositions of Examples and Comparative Examples were applied at 3.0 kg/m 2 at 20°C and 50% RH, and cured for 7 days. and used as a test specimen. According to NNK-0002, the specimen was subjected to a falling ball impact test (a 1 kg steel ball dropped by 1 m), and the number of falling balls that caused cracks in the pavement board or the number of falling balls that caused cracks in the coating film was measured and measured 10 times or more. was evaluated as ◯, and less than 10 times as x.

表2に実施例と比較例の評価結果を示す。 Table 2 shows the evaluation results of Examples and Comparative Examples.

Figure 2023018506000002
Figure 2023018506000002



Claims (3)

水硬性セメントと骨材とエポキシ樹脂と水系エポキシ樹脂硬化剤と非水系エポキシ樹脂硬化剤とを含む床仕上げ用水硬性エポキシ樹脂モルタル組成物であって、水硬性セメントに対する水の重量比が0.1~0.4であり、エポキシ樹脂に該エポキシ樹脂と反応する水系エポキシ樹脂硬化剤と非水系エポキシ樹脂硬化剤を加えたものを樹脂とした場合の樹脂固形分重量が水を含んだ全組成物の重量に対して40~60%であり、骨材は組成物全体100重量部に対して20~50重量部であることを特徴とする床仕上げ用水硬性エポキシ樹脂モルタル組成物。 A hydraulic epoxy resin mortar composition for floor finishing comprising a hydraulic cement, an aggregate, an epoxy resin, an aqueous epoxy resin curing agent and a non-aqueous epoxy resin curing agent, wherein the weight ratio of water to hydraulic cement is 0.1. ∼0.4, and the solid content weight of the epoxy resin when the resin is obtained by adding an aqueous epoxy resin curing agent that reacts with the epoxy resin and a non-aqueous epoxy resin curing agent to the epoxy resin. A hydraulic epoxy resin mortar composition for floor finishing, characterized by comprising 40 to 60% by weight of the aggregate and 20 to 50 parts by weight of the aggregate relative to 100 parts by weight of the entire composition. 前記エポキシ樹脂は非乳化型のエポキシ樹脂であり、前記水系エポキシ樹脂硬化剤は自己乳化型のエポキシ樹脂硬化剤であり、前記非水系エポキシ樹脂硬化剤は非自己乳化型のエポキシ樹脂硬化剤であることを特徴とする請求項1記載の床仕上げ用水硬性エポキシ樹脂モルタル組成物。 The epoxy resin is a non-emulsifying epoxy resin, the aqueous epoxy resin curing agent is a self-emulsifying epoxy resin curing agent, and the non-aqueous epoxy resin curing agent is a non-self-emulsifying epoxy resin curing agent. The hydraulic epoxy resin mortar composition for floor finishing according to claim 1, characterized by: 請求項1又は請求項2記載の床仕上げ用水硬性エポキシ樹脂モルタル組成物を下地コンクリート表面に2.0~4.0kg/m塗付することを特徴とする床仕上げ用水硬性エポキシ樹脂モルタル組成物の施工方法。

A hydraulic epoxy resin mortar composition for floor finishing, characterized in that the hydraulic epoxy resin mortar composition for floor finishing according to claim 1 or claim 2 is applied to the surface of base concrete in an amount of 2.0 to 4.0 kg/m 2 . construction method.

JP2021122686A 2021-07-27 2021-07-27 Hydraulic epoxy resin mortar composition for floor finishing and application method of the same Pending JP2023018506A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2021122686A JP2023018506A (en) 2021-07-27 2021-07-27 Hydraulic epoxy resin mortar composition for floor finishing and application method of the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2021122686A JP2023018506A (en) 2021-07-27 2021-07-27 Hydraulic epoxy resin mortar composition for floor finishing and application method of the same

Publications (1)

Publication Number Publication Date
JP2023018506A true JP2023018506A (en) 2023-02-08

Family

ID=85158080

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2021122686A Pending JP2023018506A (en) 2021-07-27 2021-07-27 Hydraulic epoxy resin mortar composition for floor finishing and application method of the same

Country Status (1)

Country Link
JP (1) JP2023018506A (en)

Similar Documents

Publication Publication Date Title
JP5543420B2 (en) Polyalkyleneamine adducts as thick layer aqueous epoxy curing agents
KR20080097344A (en) Two-part waterborne epoxy coating composition and method
US20080311305A1 (en) Waterborne epoxy coating composition and method
KR100932222B1 (en) Eco-friendly aqueous epoxy resin mortar composition and concrete surface construction method using the same
US6316529B1 (en) Two-component coating agent based on an epoxy resin for cement-bound backgrounds
JP6691799B2 (en) Polyurethane cement composition and its concrete floor construction method
CN111868001A (en) Epoxy resin composition for underwater grouting
KR100952231B1 (en) Environment-friendly aqueous epoxy resin adhesive composition
JP4265730B2 (en) Cement / epoxy resin composition
JP2023018506A (en) Hydraulic epoxy resin mortar composition for floor finishing and application method of the same
JP2023041093A (en) Hydraulic epoxy resin mortar composition for floor finishing and construction method thereof
JPH0867542A (en) Mortar composition
JP2004136525A (en) Epoxy lining material composition
KR100925850B1 (en) Environment-friendly aqueous epoxy resin coating and primer composition and coating method on the surface of the concrete or metal using the same
JP2019210192A (en) Flooring hydraulic epoxy resin mortar composition and its construction method
JP2001122651A (en) Surface preparation material composition for concrete structure and method for manufacture thereof
JP4651336B2 (en) Sulfuric acid resistant mortar composition and concrete anticorrosion waterproofing method
CN106587725A (en) High-strength vibration reduction epoxy mortar used for large equipment foundation and preparation method thereof
EP2627456B1 (en) Lightweight terrazzo surface composition
JP2017154929A (en) Polyurethane-based cement composition and concrete floor construction method
KR100965548B1 (en) Polyol resin composition for nonsolvent polyurethane coating material, manufacturing method thereof, nonsolvent polyurethane coating material, and construction method using thereof
JP6496646B2 (en) Tunnel lining concrete stripping prevention structure and this stripping prevention construction method
JP3633682B2 (en) Mortar composition
KR100751072B1 (en) A epoxy flooring coating composition
JP2004512395A (en) Coating composition