JP2013217031A - Substrate concrete surface adjustment method and substrate concrete floor construction method applying the same - Google Patents

Substrate concrete surface adjustment method and substrate concrete floor construction method applying the same Download PDF

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JP2013217031A
JP2013217031A JP2012086145A JP2012086145A JP2013217031A JP 2013217031 A JP2013217031 A JP 2013217031A JP 2012086145 A JP2012086145 A JP 2012086145A JP 2012086145 A JP2012086145 A JP 2012086145A JP 2013217031 A JP2013217031 A JP 2013217031A
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water
epoxy resin
concrete
coating material
substrate concrete
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JP6081075B2 (en
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Koichi Suzuki
宏一 鈴木
Masahiro Uchida
昌宏 内田
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Aica Kogyo Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a substrate concrete surface adjustment method for forming a sound coated floor while maintaining good adhesiveness over a long period without causing swollenness in various floor coating materials applied onto a coating material composition due to moisture supplied from a substrate concrete, and to provide a substrate concrete floor construction method applying the same.SOLUTION: The substrate concrete surface adjustment method includes spraying water on the surface of the substrate concrete, and applying a water-based epoxy resin mortar composition of 0.5-2.7 kg/m, containing hydraulic cement, aggregate and a water-based epoxy resin, onto the substrate concrete having no floating water on the surface, the water-based epoxy resin mortar composition being a coating material composition in which the weight ratio of the hydraulic cement to water is 0.3-0.4, the weight of a resin solid component of the resin is 4-10% of the weight of all compound containing the water when the resin is formed by adding hardening agent to react with the epoxy resin to the epoxy resin, the total pore amount of a hardened material is 0.05-0.2 cc/g, and a T.I value is 1.0-1.5.

Description

本発明は,床コンクリート表面に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る塗材組成物を塗布して所謂下地調整をした後,溶剤系、無溶剤系エポキシ樹脂塗床材,溶剤系,無溶剤系ウレタン樹脂塗床材のほか,ポリエステル系,ビニルエステル系,アクリル系等の各種塗り床材を塗付して仕上げるための,下地コンクリート表面調整方法及びこれを施した下地コンクリート床施工方法に関する。   The present invention applies a coating composition, which is a water-based epoxy resin mortar composition containing hydraulic cement, aggregate, and water-based epoxy resin to the floor concrete surface, so-called foundation adjustment, and then a solvent-based, solvent-free epoxy. In addition to resin flooring, solvent-based and solvent-free urethane resin flooring, various concrete flooring materials such as polyester, vinyl ester, and acrylic are coated and finished, and a method for adjusting the surface of the underlying concrete. The present invention relates to a method for constructing an underlying concrete floor.

従来,床コンクリート表面に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/g以下,T.I値が1.0〜1.5の塗材組成物を塗布するコンクリート床施工方法が提案されている(特許文献1)。   Conventionally, a water-based epoxy resin mortar composition containing hydraulic cement, aggregate and water-based epoxy resin on the floor concrete surface, the weight ratio of hydraulic cement to water being 0.3 to 0.4, The resin solid weight of the resin when added with a curing agent that reacts with the epoxy resin is 4% or more and 10% or less with respect to the weight of the total formulation including water. Pore amount is 0.05 cc / g or more and 0.2 cc / g or less, T.I. A concrete floor construction method for applying a coating material composition having an I value of 1.0 to 1.5 has been proposed (Patent Document 1).

特許第4794007号公報Japanese Patent No. 4794007

しかし,特許文献1に示される塗材組成物は,水硬性セメントと水の重量比が0.3以上0.4以下と,例えば一般的に床に打設されるコンクリートのセメントと水の重量比0.5〜0.6程度と比較して,該セメントと水の重量比が小さく,その分塗材組成物中に配合されている水の量も少ない。このため該塗材組成物が塗付される下地コンクリート表面の細孔組織が粗い場合や,細孔組織内に存在する水分量が少ない場合は,塗材組成物中に配合されている水の一部が下地コンクリート表面内に移動し,結果として移動した水分によって硬化した塗材組成物中に目視では観察できないわずかな空隙が生じているらしいことが,該塗材組成物が発明された後,発明者による長期間にわたる現場施工の結果に基く考察の結果,推察され,これが課題として考えられた。   However, the coating composition disclosed in Patent Document 1 has a hydraulic cement / water weight ratio of 0.3 to 0.4, for example, concrete cement and water weight generally placed on the floor. Compared with the ratio of about 0.5 to 0.6, the weight ratio of the cement and water is small, and the amount of water blended in the coating material composition is small accordingly. For this reason, if the pore structure on the surface of the underlying concrete to which the coating composition is applied is rough, or if the amount of water present in the pore structure is small, the water contained in the coating composition After the coating composition was invented, some of it moved into the surface of the underlying concrete, and as a result, there seemed to be slight voids that could not be observed visually in the coating composition cured by the moved moisture. As a result of consideration based on the results of long-term construction by the inventor, this was inferred, and this was considered as a problem.

本発明が解決しようとする課題は,上記特許文献1に示される塗材組成物において,仕上材を施工しようとする下地コンクリート表面の細孔組織の粗密や水分の存否の影響を受けて塗材組成物中に目視では観察することができない程度の空隙を生じることがなく,このために塗材組成物の上に塗付される各種塗り床材に下地コンクリートから供給される水分による膨れが発生せず,長期にわたって良好な付着性を維持し,健全な塗り床となる下地コンクリート表面調整方法及びこれを施した下地コンクリート床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 composition shown in Patent Document 1 is affected by the density of the pore structure on the surface of the underlying concrete to which the finishing material is applied and the presence or absence of moisture. There are no voids in the composition that cannot be observed with the naked eye. For this reason, blistering due to the moisture supplied from the ground concrete occurs on the various coating floors applied on the coating composition. Therefore, an object of the present invention is to provide a method for adjusting the surface of a ground concrete that maintains good adhesion over a long period of time and provides a sound painted floor, and a method for constructing a ground concrete floor using this method.

請求項1記載の発明は,下地コンクリート表面に水を散布し,表面に浮き水が無い下地コンクリート上に,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/g以下,T.I値が1.0〜1.5の塗材組成物を0.5〜2.7kg/m塗付することを特徴とする下地コンクリート表面調整方法である。 The invention according to claim 1 is a water-based epoxy resin mortar composition containing water-based cement, aggregate, and water-based epoxy resin on the ground concrete without water floating on the surface of the ground concrete, The weight ratio of the hydraulic cement to water is 0.3 to 0.4, and the resin solid content weight of the resin obtained by adding a curing agent that reacts with the epoxy resin to the epoxy resin is water. 4% or more and 10% or less based on the weight of the total formulation included, the total pore amount of the cured product is 0.05 cc / g or more and 0.2 cc / g or less, It is a ground concrete surface adjustment method characterized by applying 0.5 to 2.7 kg / m 2 of a coating material composition having an I value of 1.0 to 1.5.

請求項2記載の発明は,前記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を配合したものであることを特徴とする請求項1記載の下地コンクリート表面調整方法である。 The invention according to claim 2 is characterized in that the water-based epoxy resin is a mixture of a non-emulsifying type epoxy resin and a self-emulsifying type curing agent. is there.

請求項3記載の発明は,前記塗材組成物の混合直後における粘度が0.3Pa・s以上8Pa・s以下/23℃であることを特徴とする請求項1または請求項2記載の下地コンクリート表面調整方法である。   The invention according to claim 3 is the foundation concrete according to claim 1 or 2, characterized in that the viscosity immediately after mixing of the coating material composition is 0.3 Pa · s or more and 8 Pa · s or less / 23 ° C. This is a surface adjustment method.

請求項4記載の発明は,前記塗材組成物の水硬性セメントが白セメントであることを特徴とする請求項1乃至請求項3のいずれかに記載の下地コンクリート調整方法である。   The invention according to claim 4 is the foundation concrete adjusting method according to any one of claims 1 to 3, wherein the hydraulic cement of the coating material composition is white cement.

請求項5記載の発明は,請求項1乃至請求項4のいずれかに記載の下地コンクリート表面調整方法が施された下地コンクリートの塗材組成物が硬化後,無溶剤系エポキシ樹脂又は無溶剤系ウレタン樹脂の仕上塗材を塗付することを特徴とする下地コンクリート床施工方法である。   The invention according to claim 5 is a solvent-free epoxy resin or solvent-free system after the base concrete coating material composition to which the surface concrete surface adjustment method according to any one of claims 1 to 4 is applied is cured. A foundation concrete floor construction method characterized in that a finish coating material of urethane resin is applied.

本発明に係る下地コンクリート表面調整方法及びこれを施した下地コンクリート床施工方法は,仕上材を施工しようとする下地コンクリート表面の細孔組織が粗く,また水分が存在しない状態であっても,塗材組成物中に目視では観察することができない程度の空隙が生じることがないという効果がある。また,この効果により塗材組成物の上に塗付される各種塗り床材に下地コンクリートから供給される水分による膨れが発生せず,長期にわたって良好な付着性を維持し,健全な塗り床とすることができる効果がある。   The ground concrete surface conditioning method according to the present invention and the ground concrete floor construction method using the ground concrete surface coating method are applied even when the pore structure of the ground concrete surface on which the finishing material is to be constructed is rough and moisture is not present. There is an effect that voids that cannot be visually observed in the material composition are not generated. In addition, due to this effect, various flooring materials applied on the coating composition do not swell due to moisture supplied from the base concrete, maintain good adhesion over a long period of time, There is an effect that can be done.

特に請求項1記載の発明は下地コンクリートから上昇してくる水分の仕上塗材裏面への透過を防ぎ,仕上塗材に剥がれ,膨れ等の不具合を生じさせない効果があり,塗付する塗材組成物はT.I値が1.0〜1.5と低く,セルフレベリング性を有するという効果がある。   In particular, the invention described in claim 1 has an effect of preventing permeation of moisture rising from the base concrete to the back surface of the finish coating material, and does not cause problems such as peeling and swelling on the finish coating material. The thing is T. The I value is as low as 1.0 to 1.5, and there is an effect of having self-leveling properties.

また請求項2記載の発明は,上記効果のほか,前記水系エポキシ樹脂が非乳化型のエポキシ樹脂と自己乳化型の硬化剤を配合したもので、特に下地コンクリート中に打設時の水分だけでなく断続的に多量の水分が供給される海岸の埋立地や切土上に打設された下地コンクリートであっても、下地コンクリートから上昇してくる水分の仕上塗材裏面への透過を長期に亘って防ぎ、仕上塗材に剥がれ、膨れ等の不具合を生じさせないという効果がある。   In addition to the above effects, the invention according to claim 2 is a mixture of a non-emulsifying type epoxy resin and a self-emulsifying type curing agent, and only water at the time of placing in the ground concrete. Even if the ground concrete is placed on landfills or cuts that are intermittently supplied with a large amount of water, the permeation of the water rising from the ground concrete to the back of the finish coating material is prolonged. This has the effect of preventing the occurrence of problems such as peeling and swelling on the finish coating material.

また請求項3記載の発明は,上記効果のほか,前記塗材組成物の混合直後における粘度が0.3Pa・s以上8Pa・s以下/23℃であるため,該塗材組成物の鏝さばきが良く、セルフレベリング性を有すると共に、低粘度でT.I値が低いことから、施工時に水硬性セメントと水系エポキシ樹脂を混合した際に巻き込まれる微細な泡が、当該塗材組成物を塗り広げたあと塗材組成物の硬化前に十分に破泡して消失するという効果がある。   In addition to the above effects, the invention according to claim 3 has a viscosity of 0.3 Pa · s or more and 8 Pa · s or less / 23 ° C. immediately after mixing the coating composition. Is good, has self-leveling properties, low viscosity and T.I. Since the I value is low, the fine bubbles that are involved when mixing hydraulic cement and water-based epoxy resin during construction are sufficiently broken before spreading the coating composition and before curing the coating composition And disappears.

また請求項4記載の発明は,上記効果のほか,前記塗材組成物の水硬性セメントが白セメントであり,水硬性セメントに普通ポルトランドセメントを使用した場合に較べてさらに鏝さばきが良く、セルフレベリング性を有すると共に重層される仕上塗材の色ムラが目立ちにくいという効果がある。   In addition to the above effects, the invention according to claim 4 is characterized in that the hydraulic cement of the coating material composition is white cement, which is more compact than the case of using ordinary Portland cement as the hydraulic cement, There is an effect that the color unevenness of the finish coating material to be layered is not conspicuous while having leveling properties.

また請求項5記載の発明は,仕上塗材及び下地との付着性がよく、仕上塗材に膨れ等の不具合が生じることがないという効果がある。   Further, the invention according to claim 5 has an effect that the finish coating material and the base have good adhesion, and the finish coating material does not have problems such as swelling.

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.

本発明の下地コンクリート表面調整方法及びこれを施した下地コンクリート床施工方法は,従来塗床材を施工する際は,下地コンクリートの表面水分を高周波電磁誘導水分計,ケットHI−500または同HI−520(商品名,株式会社ケット科学研究所製)のコンクリートレンジ,コンクリート厚さ40mmで5.0%以下に十分に乾燥させる(塗り床ハンドブック平成18年版45頁,日本塗り床工業会,株式会社工文社発行)という当業者における技術常識に反し,まず下地コンクリート表面に水を散布する。散布する水は下地コンクリート表面の組織の粗密及び散布前の水分の存否及びその存在量によって異なるが,散布後水分が下地コンクリート表面で浮き水となって留まっていない程度に十分に散布することが好ましい。浮き水のような水溜りができた際は,ウエスや真空掃除機により水溜りとなっている水分を除去する。   The surface concrete surface adjustment method of the present invention and the surface concrete floor construction method to which this is applied, when the conventional flooring material is applied, the surface moisture of the ground concrete is converted to high frequency electromagnetic induction moisture meter, Ket HI-500 or HI- 520 (trade name, manufactured by Kett Science Laboratory Co., Ltd.), with a concrete thickness of 40 mm, fully dried to 5.0% or less (Coated floor handbook, 2006, 45 pages, Japan Painted Floor Industry Association, Inc.) Contrary to the technical common knowledge of those skilled in the art (published by Kobunsha Co., Ltd.), water is first sprayed on the surface of the underlying concrete. The amount of water to be sprayed varies depending on the density of the structure on the surface of the foundation concrete, the presence or absence of moisture before spraying, and the amount of moisture before spraying. preferable. When a puddle such as floating water has been formed, the water remaining in the puddle is removed with a waste cloth or a vacuum cleaner.

その上で,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/g以下,T.I値が1.0〜1.5の塗材組成物を0.5〜2.7kg/m塗付して硬化させる。該塗材組成物は,特許第4794007号公報記載の塗材組成物であり,水硬性セメントと水の重量比とは,水/水硬性セメントの重量比であり,一般的にW/Cと呼称されているものを言う。総細孔量とは塗材組成物中の数nmから数十μm程度の非常に小さな穴の総量をいい、水銀圧入法により水銀の注入圧と注入量から細孔分布を求め、各細孔半径ごとの体積(細孔量)を合算したものである。T.I値はJIS A6024のチクソトロピックインデックスの試験方法に準じ、BH型回転粘度計の2rpmの粘度を20rpmの粘度で除したときの値である。T.I値が1.0未満ではセメントを含む骨材が急速に沈降し、T.I値が1.5超となると、セルフレベリング性が低下し、鏝で塗付した後に鏝波が残る。粘度はBH型粘度計で4号ローター20rpm時の粘度であるが、0.3Pa・s未満、8Pa・s超では鏝さばきが不良となる。 A water-based epoxy resin mortar composition comprising a hydraulic cement, an aggregate, and a water-based epoxy resin, wherein the weight ratio of the hydraulic cement to water is 0.3 to 0.4, and the epoxy resin is mixed with the epoxy resin. The resin solid content weight of the resin when added with a curing agent that reacts with the resin is 4% to 10% with respect to the weight of the total formulation including water, and the total pore amount of the cured product 0.05 cc / g or more and 0.2 cc / g or less, T.I. A coating material composition having an I value of 1.0 to 1.5 is applied by 0.5 to 2.7 kg / m 2 and cured. The coating material composition is a coating material composition described in Japanese Patent No. 4794007, and the weight ratio of hydraulic cement to water is the weight ratio of water / hydraulic cement, generally W / C and Say what is called. The total amount of pores means the total amount of very small holes of several nanometers to several tens of micrometers in the coating composition, and the pore distribution is determined from the injection pressure and injection amount of mercury by the mercury intrusion method. This is the sum of the volume (pore volume) for each radius. T. T. et al. The I value is a value obtained by dividing the viscosity of 2 rpm of the BH type rotational viscometer by the viscosity of 20 rpm in accordance with the thixotropic index test method of JIS A6024. T. T. et al. When the I value is less than 1.0, the aggregate containing cement rapidly settles. When the I value exceeds 1.5, the self-leveling property is lowered, and a wave remains after it is applied with a scissors. The viscosity is the viscosity at No. 4 rotor at 20 rpm with a BH type viscometer, but if it is less than 0.3 Pa · s and more than 8 Pa · s, the wrinkle judgment becomes poor.

該塗材組成物は,特許第4794007号公報に明示されているように,硬化後の細孔組織が緻密であり,そのJISA6909 透水試験B法の透水量も0.2ml以下であるため,下地コンクリート表面に吸収された水は,該塗材組成物によって閉じ込められ,また水硬性セメントとエポキシ樹脂を含むため,水で湿潤した下地コンクリートと極めて付着性が良好である。   The coating material composition has a fine pore structure after curing as specified in Japanese Patent No. 4794007, and its water permeability in the JIS A 6909 water permeability test B method is 0.2 ml or less. The water absorbed on the concrete surface is confined by the coating composition and contains hydraulic cement and epoxy resin, and therefore has excellent adhesion to the ground concrete wetted with water.

また,該塗材組成物は,T.I値が1.0〜1.5であるためセルフレベリング性が有り,塗床材等仕上塗材の施工前の下地を平滑にする。   Further, the coating material composition is T.I. Since the I value is 1.0 to 1.5, there is self-leveling property, and the base before the finishing coating material such as a coating floor material is smoothed.

なお,請求項2乃至請求項4に係る塗材組成物については上記塗材組成物と同様に特許第4794007号公報請求項2乃至請求項4記載の塗材組成物と同一である。   In addition, about the coating material composition which concerns on Claim 2 thru | or 4, it is the same as that of the patent 4794007 gazette Claim 2 thru | or Claim 4 similarly to the said coating material composition.

水系エポキシ樹脂モルタル組成物である塗材組成物に使用する水系エポキシ樹脂は,上記のように特許第4794007号公報に記載の,エポキシ樹脂と,これと混合して水分を良好に分散させることができる水系硬化剤との混合物をいい,エポキシ樹脂及び水系硬化剤は該公報に示されているものを使用する。エポキシ樹脂の市販品としては該公報に明示されているようにジョリエースJEX210A(アイカ工業(株)製エポキシ樹脂,エポキシ当量180,固形分100%,粘度0.7Pa・s/25℃)が挙げられ,水系硬化剤で自己乳化型硬化剤の市販品としては,該公報に明示されているようにジョリエース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。   As described above, the water-based epoxy resin used in the coating composition which is a water-based epoxy resin mortar composition can be mixed with the epoxy resin described in Japanese Patent No. 4794007, and the water can be well dispersed. It refers to a mixture with a water-based curing agent that can be used, and the epoxy resin and water-based curing agent shown in this publication are used. As a commercially available product of epoxy resin, Jolieth JEX210A (epoxy resin manufactured by Aika Kogyo Co., Ltd., epoxy equivalent 180, solid content 100%, viscosity 0.7 Pa · s / 25 ° C.) is mentioned as specified in the publication. As a commercial product of a water-based curing agent and a self-emulsifying curing agent, as described in the publication, Jolie's JEX210B (epoxy resin curing agent manufactured by Aika Industry Co., Ltd., trade name, active hydrogen equivalent 750, solid 18% aqueous solution, viscosity 7 mPa · s / 25 ° C.).

水系エポキシ樹脂モルタル組成物である塗材組成物に使用する水硬性セメントは,市販の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、リン酸セメント等を使用することが出来る。特に塗材組成物においては,白セメント即ち白色ポルトランドセメントが,流動性が良い点で好ましい。   The hydraulic cement used in the coating composition, which is a water-based epoxy resin mortar composition, is a variety of Portland cements such as commercially available ordinary Portland cement, early-strength Portland cement, moderately hot Portland cement, sulfate-resistant Portland cement, and white Portland cement. Or mixed cement such as blast furnace cement, silica cement, fly ash cement, calcined aluminate cement, calcined aluminate calcareous cement, phosphoric acid cement or the like can be used. In particular, in the coating material composition, white cement, that is, white Portland cement, is preferable in terms of good fluidity.

水系エポキシ樹脂モルタル組成物である塗材組成物に使用する骨材は,通常水硬性材料と混合して使用できるものであれば良いが,セルフレベリング性を持たせるにはJISG5901の48号〜150号の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。骨材は粒径等が同じであれば,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150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,48号より大きいと強度,収縮による割れ,骨材の凹凸による表面仕上がり性が劣る結果となる。市販品としては東北けい砂6,7号(北日本産業(株),商品名)等がある。   The aggregate used in the coating composition which is a water-based epoxy resin mortar composition may be any material that can be used by mixing with a hydraulic material. However, in order to have self-leveling properties, JIS G5901 Nos. 48 to 150 No. 1 is preferable, and since the blending component and blending amount are determined by the weight ratio of the hydraulic cement and water and the resin solid content weight with respect to the total solid weight, it is actually the remaining component. If aggregates have the same particle size, etc., the same effect can be obtained, but silica and sand are the optimal because of cost and availability. If it is finer than JIS G5901, No. 150, the viscosity will be high, and the self-leveling property and dredging workability will be reduced. Commercially available products include Tohoku silica sand Nos. 6 and 7 (North Japan Industrial Co., Ltd., trade name).

水系エポキシ樹脂モルタル組成物である塗材組成物にはその他の材料としては,AE減水剤を配合することができ,AE減水剤は特許第4794007号公報段落0045に記載されているものを使用することができる。   As other materials, an AE water reducing agent can be blended with the coating composition which is an aqueous epoxy resin mortar composition, and the AE water reducing agent described in paragraph 0045 of Japanese Patent No. 4794007 is used. be able to.

水系エポキシ樹脂モルタル組成物である塗材組成物の配合物の混合形態としては,エポキシ樹脂,水系硬化剤,水,水硬性成分,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,水系硬化剤と水,エポキシ樹脂,骨材と水硬性成分とするのが,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。   As the mixing form of the coating composition, which is a water-based epoxy resin mortar composition, the epoxy resin, water-based curing agent, water, hydraulic component, and aggregate are the main compounds. It is preferable in use. In other words, water-based curing agent and water, epoxy resin, aggregate and hydraulic component are preferable to prevent insufficient mixing / dispersion, deactivation of characteristics, measurement error / error, I do not care.

また,該水系エポキシ樹脂モルタル組成物は,特許第4794007号公報に明示されているように,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%以下であって,その混合直後のT.I値が1.0〜1.5であるため,施工時の鏝さばきが良く、セルフレベリング性が良い。   In addition, as disclosed in Japanese Patent No. 4794007, the water-based epoxy resin mortar composition is a resin solid state of a resin obtained by adding a curing agent that reacts with the epoxy resin to the epoxy resin. The weight is 4% or more and 10% or less based on the weight of the total formulation including water, and the T.I. Since the I value is from 1.0 to 1.5, the handling during construction is good and the self-leveling property is good.

塗材組成物の塗付量は0.5〜2.7kg/mであり,より好ましくは0.9〜2.3kg/mである。0.5kg/m未満では,硬化した塗材組成物による遮水効果が不十分となり硬化した塗材組成物の上に塗付される仕上材である各種塗り床材に水分による膨れが発生し,また付着力が低下し,2.7kg/m超では,例えば施工前に主剤と硬化剤と骨材に分かれている塗材組成物を施工現場で混合して施工する際の混合泡が,硬化前の塗材組成物中よりぬけ切らずにピンホールとなって硬化し,該ピンホールを通して下地コンクリート中の水分が仕上材である各種塗り床材の裏面に達し,該各種塗り床材に膨れが発生する。 The coating amount of the coating material composition is 0.5 to 2.7 kg / m 2 , more preferably 0.9 to 2.3 kg / m 2 . If it is less than 0.5 kg / m 2 , the water-blocking effect of the cured coating composition is insufficient, and swells due to moisture occur in various coating floor materials that are finishing materials applied on the cured coating composition. However, if the adhesive strength is reduced and the 2.7 kg / m 2 is exceeded, for example, a mixed foam when the coating composition divided into the main agent, the curing agent and the aggregate before construction is mixed at the construction site. However, it is hardened as a pinhole without being completely removed from the coating composition before curing, and the moisture in the ground concrete reaches the back surface of the various coating floor materials as finishing materials through the pinhole, and the various coating floors Swelling occurs in the material.

塗付量が0.9kg/m未満であると硬化した塗材組成物による遮水効果が不十分となる傾向が有り,硬化した塗材組成物の上に塗付される仕上材である各種塗り床材に水分による膨れが発生し,また付着力が低下する傾向がある。2.3kg/m超では,例えば施工前に主剤と硬化剤と骨材に分かれている塗材組成物を施工現場で混合して施工する際の,混合泡が硬化前の塗材組成物中よりぬけ切らずにピンホールとなって硬化する傾向があり,該ピンホールを通して下地コンクリート中の水分が仕上材である各種塗り床材の裏面に達し,該各種塗り床材に膨れが発生する傾向がある。 When the coating amount is less than 0.9 kg / m 2 , there is a tendency that the water shielding effect due to the cured coating composition is insufficient, and it is a finishing material applied on the cured coating composition There is a tendency for various flooring materials to swell due to moisture and to reduce adhesion. When the coating composition exceeds 2.3 kg / m 2 , for example, the coating composition in which the mixed foam is mixed before the construction is divided into the main agent, the curing agent and the aggregate at the construction site before the construction is cured. There is a tendency to harden as a pinhole without passing through the inside, and the moisture in the ground concrete reaches the back of the various coated flooring materials through the pinhole, and the various coated flooring materials swell Tend.

以下,実施例及び比較例にて本出願に係る下地コンクリート表面調整方法及びこれを施した下地コンクリート床施工方法について具体的に説明する。   Hereinafter, the concrete concrete surface preparation method according to the present application and the concrete concrete floor construction method using the same will be described in detail in Examples and Comparative Examples.

実施例1及び実施例2
水硬性セメントと水の重量比が0.8のコンクリートをφ200×150mmの円柱型に打設成形し、材齢28日のものを調製する。水を散布前に下地コンクリートの表面水分を測定し,ケット水分計HI−500または同HI−520(商品名,株式会社ケット科学研究所製)のコンクリートレンジ,コンクリート厚さ40mmで5.0%以下となっていることを確認する。つぎに該下地コンクリートの表面をサンドペーパー#120で研磨して表面のレイタンスを除去した後,噴霧器で下地コンクリート表面にうっすら浮き水が生じるまで水を十分に散布する。散布後浮き水が残っている部分は,ウエスで該水を拭き取る。その後ただちに,攪拌機にジョリエースJEX210A 100重量部とジョリエースJEX210B 400重量部とけい砂(JISけい砂100号)1265重量部、ホワイトセメント(太平洋セメント(株),白色ポルトランドセメント)2120重量部,水415重量部を配合し、けい砂およびホワイトセメント混合時に,Melflux AP101F((株)デグサコンストラクション社製,変成ポリカルボン酸系減水剤,商品名)5重量を配合して,水硬性セメントと水の重量比0.35、樹脂固形分重量が全固形分重量に対して4%,粘度0.7Pa・s/23℃,T.I値1.3の塗材組成物(特許第4794007号公報における実施例7)を塗付量0.9kg/mで塗付する。該塗材組成物は,特許第4794007号公報に示されているように,硬化物の総細孔量は0.15cc/gである。塗付1日後,無溶剤系エポキシ樹脂の仕上塗材として、無溶剤エポキシ塗床材ジョリエースJE20(アイカ工業(株)製、商品名)に希釈剤としてベンジルアルコールを5%添加したもの(圧縮強度2N/mmの低強度品)を1mm厚みに塗付して実施例1とした。また同様に塗材組成物を塗付量0.9kg/mで塗付し,塗付1日後,無溶剤系硬質ウレタン樹脂の仕上塗材として、無溶剤系硬質ウレタン塗床材ファブリカJJ-103(アイカ工業(株)製、商品名)を1mm厚みに塗付したものを実施例2とした。
Example 1 and Example 2
A concrete having a weight ratio of hydraulic cement to water of 0.8 is cast into a cylindrical shape of φ200 × 150 mm to prepare a material having a material age of 28 days. Before spraying water, measure the surface moisture of the ground concrete, 5.0% at Ket moisture meter HI-500 or HI-520 (trade name, manufactured by Kett Science Laboratory Co., Ltd.), concrete thickness 40mm Make sure that: Next, after polishing the surface of the ground concrete with sandpaper # 120 to remove the surface latency, water is sufficiently sprayed until a slight amount of floating water is generated on the ground concrete surface with a sprayer. Use a waste cloth to wipe off the remaining floating water after spraying. Immediately after that, the stirrer was charged with 100 parts by weight of Jolie's JEX210A, 400 parts by weight of Jolie's JEX210B, 1265 parts by weight of silica sand (JIS silica sand No. 100), 2120 parts by weight of white cement (Pacific Cement Co., Ltd., White Portland Cement), and water 415. Mixing parts by weight and mixing 5 parts by weight of Melflux AP101F (manufactured by Degussa Construction Co., Ltd., modified polycarboxylic acid-based water reducing agent, trade name) when mixing silica sand and white cement, weight of hydraulic cement and water Ratio 0.35, resin solids weight 4% with respect to total solids weight, viscosity 0.7 Pa · s / 23 ° C. A coating material composition having an I value of 1.3 (Example 7 in Japanese Patent No. 4794007) is applied at a coating amount of 0.9 kg / m 2 . As shown in Japanese Patent No. 4794007, the coating material composition has a total pore amount of a cured product of 0.15 cc / g. 1 day after application, as solvent-free epoxy resin finish coating material, solvent-free epoxy coating flooring material Jolies JE20 (made by Aika Industry Co., Ltd., trade name) with 5% benzyl alcohol added as a diluent (compression) A low strength product having a strength of 2 N / mm 2 was applied to a thickness of 1 mm to obtain Example 1. Similarly, the coating material composition was applied at a coating amount of 0.9 kg / m 2 , and one day after application, the solventless hard urethane flooring fabric Fabrica JJ- Example 2 was prepared by applying 103 (manufactured by Aika Kogyo Co., Ltd., trade name) to a thickness of 1 mm.

実施例3及び実施例4
実施例3は実施例1で塗材組成物を塗付量1.8kg/mとした以外は実施例1と同様とし,実施例4は実施例2で塗材組成物を塗付量1.8kg/mとした以外は実施例1と同様とした。
Example 3 and Example 4
Example 3 was the same as Example 1 except that the coating amount of the coating composition was 1.8 kg / m 2 in Example 1, and Example 4 was a coating amount of 1 in Example 2. except that the .8kg / m 2 were the same as in example 1.

実施例5及び実施例6
実施例5は実施例1で塗材組成物を塗付量2.3kg/mとした以外は実施例1と同様とし,実施例6は実施例2で塗材組成物を塗付量2.3kg/mとした以外は実施例1と同様とした。
Example 5 and Example 6
Example 5 was the same as Example 1 except that the coating amount was 2.3 kg / m 2 in Example 1, and Example 6 was a coating amount of 2 in Example 2. It was the same as Example 1 except that it was 3 kg / m 2 .

比較例1乃至比較例6
比較例1は実施例1で下地コンクリートに水を散布せずにサンドペーパー#120で表面を研磨して表面のレイタンスを除去した後,ただちに実施例1の塗材組成物を塗付した以外は実施例1と同様とし,比較例2は実施例2で下地コンクリートに水を散布せずにサンドペーパー#120で表面を研磨して表面のレイタンスを除去した後,ただちに実施例2の塗材組成物を塗付した以外は実施例2と同様とし,比較例3は実施例3で下地コンクリートに水を散布せずにサンドペーパー#120で表面を研磨して表面のレイタンスを除去した後,ただちに実施例3の塗材組成物を塗付した以外は実施例3と同様とし,比較例4は実施例4で下地コンクリートに水を散布せずにサンドペーパー#120で表面を研磨して表面のレイタンスを除去した後,ただちに実施例4の塗材組成物を塗付した以外は実施例3と同様とし,比較例5は実施例5で下地コンクリートに水を散布せずにサンドペーパー#120で表面を研磨して表面のレイタンスを除去した後,ただちに実施例5の塗材組成物を塗付した以外は実施例5と同様とし,比較例6は実施例6で下地コンクリートに水を散布せずにサンドペーパー#120で表面を研磨して表面のレイタンスを除去した後,ただちに実施例6の塗材組成物を塗付した以外は実施例6と同様とした。
Comparative Examples 1 to 6
Comparative Example 1 was the same as in Example 1 except that the surface concrete was polished with sandpaper # 120 without spraying water on the ground concrete to remove the surface latency, and then the coating composition of Example 1 was applied immediately. The same as Example 1, and Comparative Example 2 is the same as Example 2, after the surface was polished with sandpaper # 120 without spraying water on the ground concrete to remove the surface latency, and immediately after, the coating composition of Example 2 Example 3 was the same as Example 2 except that the material was applied, and Comparative Example 3 was immediately after the surface latency was removed by sandpaper # 120 without spraying water on the ground concrete in Example 3, and immediately after removing the surface latency. Example 3 was the same as Example 3 except that the coating material composition of Example 3 was applied. In Comparative Example 4, the surface was polished with sandpaper # 120 without spraying water on the ground concrete in Example 4, and the surface was polished. Removes latency After that, it was the same as Example 3 except that the coating composition of Example 4 was applied immediately, and Comparative Example 5 was polished with sandpaper # 120 without spraying water on the ground concrete in Example 5. Then, after removing the surface latency, it was the same as Example 5 except that the coating composition of Example 5 was applied immediately. Comparative Example 6 was sandpaper without spraying water on the ground concrete in Example 6. After the surface was polished by # 120 to remove the surface latency, the same procedure as in Example 6 was performed except that the coating material composition of Example 6 was immediately applied.

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

耐ふくれ性
実施例1乃至実施例6および比較例1乃至比較例6の試験体の上面より、10mmを残して、28日間30℃温水に浸漬する。発生したふくれの状態を目視にて観察するとともにふくれを透明なシートに写し取る。中央部100φ部分をふくれ観察部位とし、100φ部分に発生したふくれ面積を100φ部分の面積で除してふくれ面積%とする。ふくれ面積%が1%以上のものを×とし,これ以外を○とする。
Anti-blowing resistance From the upper surface of the specimens of Examples 1 to 6 and Comparative Examples 1 to 6, leave 10 mm and soak in warm water at 30 ° C. for 28 days. Observe the state of the blisters generated visually and copy the blisters onto a transparent sheet. The center 100φ portion is defined as a blister observation site, and the blister area generated in the 100φ portion is divided by the area of the 100φ portion to obtain a blister area%. If the blister area% is 1% or more, x is indicated. Otherwise, ○ is indicated.

評価結果
実施例1乃至実施例6ではわずかな膨れも発生せずその評価は○であったが,下地コンクリート表面に水を散布しなかった比較例1乃至比較例6ではわずかに膨れが発生し×評価であった。


Evaluation results In Examples 1 to 6, there was no slight blistering and the evaluation was good, but in Comparative Examples 1 to 6 where water was not sprayed on the ground concrete surface, it was slightly Swelling occurred and was evaluated as x.


Claims (5)

下地コンクリート表面に水を散布し,表面に浮き水が無い下地コンクリート上に,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/g以下,T.I値が1.0〜1.5の塗材組成物を0.5〜2.7kg/m塗付することを特徴とする下地コンクリート表面調整方法。 A water-based epoxy resin mortar composition containing hydraulic cement, aggregate, and water-based epoxy resin on the ground concrete without water floating on the surface of the ground concrete, the weight ratio of hydraulic cement to water 0.3 to 0.4, and the resin solid content weight of the resin obtained by adding a curing agent that reacts with the epoxy resin to the epoxy resin is the weight of the total formulation including water. 4% or more and 10% or less, the total pore amount of the cured product is 0.05 cc / g or more and 0.2 cc / g or less. A method for adjusting the surface of a ground concrete, comprising applying a coating material composition having an I value of 1.0 to 1.5 in an amount of 0.5 to 2.7 kg / m 2 . 前記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を配合したものであることを特徴とする請求項1記載の下地コンクリート表面調整方法。   The method for adjusting the surface of a ground concrete according to claim 1, wherein the water-based epoxy resin is a mixture of a non-emulsifying type epoxy resin and a self-emulsifying type curing agent. 前記塗材組成物の混合直後における粘度が0.3Pa・s以上8Pa・s以下/23℃であることを特徴とする請求項1または請求項2記載の下地コンクリート表面調整方法。 The foundation concrete surface conditioning method according to claim 1 or 2, wherein a viscosity immediately after mixing of the coating material composition is 0.3 Pa · s or more and 8 Pa · s or less / 23 ° C. 前記塗材組成物の水硬性セメントが白セメントであることを特徴とする請求項1乃至請求項3のいずれかに記載の下地コンクリート調整方法。   The ground concrete adjusting method according to any one of claims 1 to 3, wherein the hydraulic cement of the coating material composition is white cement. 請求項1乃至請求項4記載のいずれかに記載の下地コンクリート表面調整方法が施された下地コンクリートの塗材組成物が硬化後,無溶剤系エポキシ樹脂又は無溶剤系ウレタン樹脂の仕上塗材を塗付することを特徴とする下地コンクリート床施工方法。

After the ground concrete coating material composition to which the ground concrete surface conditioning method according to any one of claims 1 to 4 has been cured, a finish coating material of a solventless epoxy resin or a solventless urethane resin is applied. A foundation concrete floor construction method characterized by being applied.

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JP2014181137A (en) * 2013-03-18 2014-09-29 Aica Kogyo Co Ltd Coating material composition, floor construction method using the same and floor structure formed by the method
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CN110670843A (en) * 2019-10-15 2020-01-10 苏州华亭建设工程有限公司 Construction method of epoxy resin self-leveling terrace

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