JP2013217033A - Substrate concrete surface high-pressure adjustment method, and substrate concrete floor construction method applying the same - Google Patents

Substrate concrete surface high-pressure adjustment method, and substrate concrete floor construction method applying the same Download PDF

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JP2013217033A
JP2013217033A JP2012086150A JP2012086150A JP2013217033A JP 2013217033 A JP2013217033 A JP 2013217033A JP 2012086150 A JP2012086150 A JP 2012086150A JP 2012086150 A JP2012086150 A JP 2012086150A JP 2013217033 A JP2013217033 A JP 2013217033A
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water
epoxy resin
coating material
concrete
substrate concrete
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JP6095275B2 (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 high-pressure adjustment method for enabling the construction of a floor coating material without polluting a construction site with dust by removing laitance and fragile portions from the surface of a substrate concrete in a wetting condition, and to provide a substrate concrete floor construction method applying the same.SOLUTION: The substrate concrete surface high-pressure adjustment method includes washing the surface of the substrate concrete with high pressure water of 1-10 Mpa, 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, 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. The substrate concrete floor construction method applying the same is provided.

Description

本発明は,下地コンクリート表面に塗り床材等の仕上塗材を塗付して仕上げる際の下地処理方法に関し,詳しくは,コンクリート表面高圧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 relates to a ground treatment method for finishing by applying a finish coating material such as a painted floor material on the surface of a ground concrete, and more particularly, to a concrete surface high pressure adjustment method and a ground concrete floor construction method using the ground surface.

従来,下地コンクリート表面に塗床材等の仕上塗材を施工して仕上げる際には,下地コンクリート表面にレイタンスや脆弱部が存在するとその部分が仕上塗材と下地コンクリートとの付着欠陥部となるため,その表層の状態はレイタンスや脆弱部がない状態となっていることが必要である(非特許文献1)。   Conventionally, when finishing paint such as a flooring material is applied to the surface of the foundation concrete, if there is a latency or a fragile part on the surface of the foundation concrete, that part becomes an adhesion defect part between the finish coating material and the foundation concrete. Therefore, the state of the surface layer needs to be in a state in which there is no latency or a weak part (Non-Patent Document 1).

また,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必要がある(非特許文献1)。   In addition, when constructing the flooring material, the surface moisture of the ground concrete is measured using a high frequency electromagnetic induction moisture meter, Kett HI-500 or HI-520 (trade name, manufactured by Kett Science Laboratory Co., Ltd.), concrete thickness, It is necessary to dry sufficiently to 5.0% or less at 40 mm (Non-Patent Document 1).

塗り床ハンドブック平成18年版45頁,日本塗り床工業会編著,株式会社工文社発行Painted floor handbook 2006, 45 pages, edited by Japan Painted Floor Industry Association, published by Kobunsha Co., Ltd.

しかし,塗床材等の施工前の下地コンクリートには殆どの場合,レイタンスや脆弱部が存在し,この他に下地コンクリート表面に汚れが生じている場合も含めて,塗床材の施工前には下地処理として,該レイタンスや脆弱部を研削機で機械的に除去しなければならないという課題がある。   However, in most cases, the foundation concrete before the application of the flooring material has a latency and a fragile part, and in addition to this, the surface of the foundation concrete is contaminated. Has a problem that the latency and the fragile part must be mechanically removed by a grinding machine as a base treatment.

また,通常,該研削機は重量が重いため取扱いが不便であり,また研削により研削粉塵が発生して施工現場に充満し,施工現場周辺を粉塵で汚染するだけでなく,施工者の健康を害する等の大きな課題がある。また該粉塵が舞い上がらないように直ちに付属の真空吸引機構で吸引したり,ショットブラスト機のようにスチール研掃材と共に粉塵を回収するものもあるが,装置が大型であり一般的な1部屋が数十m程度の塗り床の施工面積では実用的ではないという課題がある。 In addition, the grinding machine is usually heavy and inconvenient to handle, and grinding dust is generated by grinding and fills the construction site. There are major issues such as harm. In addition, there is a vacuum suction mechanism that immediately attaches the dust so that the dust does not rise, or there is a type that collects dust together with the steel polishing material like a shot blasting machine. There is a problem that it is not practical in the construction area of the coated floor of about several tens of m 2 .

さらには,下地コンクリートは上記のように十分に乾燥させる必要があることから,水を使った下地コンクリートの表面処理は常識的には考えられないという課題があった。 Furthermore, since it is necessary to sufficiently dry the base concrete as described above, there is a problem that the surface treatment of the base concrete using water cannot be considered in common sense.

本発明が解決しようとする課題は,下地コンクリートの表面にあるレイタンスや脆弱部を湿式状態で除去し施工現場を粉塵で汚染せず,また高圧洗浄機という,研削機より簡易で一般的な機械で該レイタンスや脆弱部を除去して塗床材を施工可能にし,塗付された塗床材である仕上塗材に,水分による膨れ等が発生することがない下地コンクリート表面高圧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 to remove latencies and fragile parts on the surface of the base concrete in a wet state and not contaminate the construction site with dust. In this method, the layance and the fragile part are removed so that the flooring material can be applied, and the finishing concrete surface applied with the coated flooring material is free from blistering due to moisture and the like. It is in providing the foundation concrete floor construction method which gave.

請求項1記載の発明は,下地コンクリート表面を2Mpa以上10Mpa以下の高圧水で洗浄して下地コンクリートのレイタンスを除去し,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高圧調整方法である。 According to the first aspect of the present invention, the surface of the underlying concrete is washed with high pressure water of 2 Mpa or more and 10 Mpa or less to remove the latency of the underlying concrete, and the hydraulic cement, the aggregate, and the water-based epoxy resin are formed on the underlying concrete without floating water. A water-based epoxy resin mortar composition containing a hydraulic cement and water having a weight ratio of 0.3 to 0.4, wherein the epoxy resin is added with 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 total formulation including water, and the total pore amount of the cured product is 0.05 cc / g or more and 0.2 cc / g or less, T.A. It is a ground concrete surface high-pressure 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高圧調整方法である。 The invention according to claim 2 is characterized in that the water-based epoxy resin is obtained by blending a non-emulsifying type epoxy resin and a self-emulsifying type curing agent. It is.

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高圧調整方法である。   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 high pressure 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表面高圧調整方法である。   Invention of Claim 4 is the ground concrete surface high-pressure adjustment method in any one of Claim 1 thru | or 3 characterized by the hydraulic cement of the said coating material composition being 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高圧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硬質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 after the base concrete coating composition to which the ground concrete surface high-pressure adjusting method according to any one of claims 1 to 4 is applied is cured. It is a ground concrete floor construction method characterized by applying a finish coating material of a hard urethane resin.

本発明に係る下地コンクリート表面高圧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,下地コンクリートの表面にあるレイタンスや脆弱部を水を使って湿式状態で除去できる効果がある。このため施工現場を粉塵で汚染せず,また高圧洗浄機等の簡易で一般に使用されている汎用の機械で該レイタンスや脆弱部を除去して塗床材を施工可能にすることが出来る効果がある。高圧洗浄機は一般的に容易に入手可能な機械であり,上記研削機と比較して極めて低価格であり,重量も軽く,取り扱いが容易であるため,塗り床材を施工する前の下地処理を迅速に且つ容易に行えるという効果がある。   The foundation concrete surface high-pressure adjusting method according to the present invention and the foundation concrete floor construction method to which this is applied have an effect of removing the latency and the fragile portion on the surface of the foundation concrete in a wet state using water. For this reason, the construction site is not contaminated with dust, and it is possible to remove the latency and fragile parts with a simple and general-purpose machine such as a high-pressure washer so that the flooring material can be constructed. is there. High-pressure washing machines are generally readily available machines, are extremely inexpensive compared to the above grinding machines, are light in weight, and are easy to handle. There is an effect that can be performed quickly and easily.

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 object has the 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高圧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,まず下地コンクリート表面を2Mpa以上10Mpa以下の高圧水で洗浄する。高圧水の圧力が2MPa未満ではレイタンスや脆弱部等の除去が不十分であり,除去に長時間要する。10MPa超であると,洗浄時に高圧水と共に除去されたレイタンスや脆弱部の除去粉が飛散して周囲を汚染する。なお,10MPa以下の高圧水を使用する場合であっても,周囲の汚染を未然に防止するために,ビニールシート等で養生をすることが好ましい。   The foundation concrete surface high-pressure adjustment method and the foundation concrete floor construction method to which this is applied according to the present invention first wash the foundation concrete surface with high-pressure water of 2 Mpa or more and 10 Mpa or less. When the pressure of the high-pressure water is less than 2 MPa, the removal of the latency, the weak part, etc. is insufficient, and it takes a long time for the removal. If it exceeds 10 MPa, the latency removed together with the high-pressure water at the time of cleaning and the powder removed from the fragile portion will scatter and contaminate the surroundings. Even when high-pressure water of 10 MPa or less is used, it is preferable to cure with a vinyl sheet or the like in order to prevent surrounding contamination.

下地コンクリート表面を高圧水で洗浄しレイタンスや脆弱部を除去した後,下地コンクリート上に浮き水が滞留していないことを確認し,浮き水がある場合はウエスや真空掃除機で該浮き水を除去する。   After cleaning the surface of the foundation concrete with high-pressure water to remove latencies and fragile parts, confirm that there is no floating water on the foundation concrete. Remove.

このように本発明の下地コンクリート表面高圧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,また上記のように十分乾燥した下地をさらに塗り床施工直前にレイタンスや脆弱部を研削機で機械的に除去するという,少なくとも2つの工程を必要としている下地調整に関する当業者の技術常識に反し,高圧の水を使用して下地コンクリートを湿潤させ,同時に下地表面のレイタンスや脆弱部を除去するという1の工程で下地を調整するものであり,さらには粉塵を飛散させないという,下地コンクリートの表面調整方法としては画期的なものである。   Thus, the method for adjusting the surface of the ground concrete surface of the present invention and the ground concrete floor construction method to which the surface concrete is applied, when the conventional coating material is constructed, the surface moisture of the ground concrete is converted to a high frequency electromagnetic induction moisture meter, Ket HI-500. Or concrete range of the same HI-520 (trade name, manufactured by Kett Science Laboratory Co., Ltd.), dry sufficiently to 5.0% or less at a concrete thickness of 40 mm (Painted floor handbook 2006, 45 pages, Nippon Painted Floor Industry) Contrary to the common general knowledge of those skilled in the art), the substrate is sufficiently dried as described above, and the latencies and fragile parts are mechanically removed with a grinder immediately before applying the floor. Contrary to the common general knowledge of those skilled in the art of ground preparation, which requires two steps, high-pressure water is used to wet the ground concrete. Is intended to adjust the base in one step of removing Reitansu or fragile portion of the underlying surface at the same time, more of not scattering the dust is a breakthrough as a surface conditioning method of the underlying concrete.

次に,浮き水が無い状態の下地コンクリート上には,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/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。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。 Next, a water-based epoxy resin mortar composition containing hydraulic cement, aggregate, and water-based epoxy resin is provided on the ground concrete without floating water, and the weight ratio of the hydraulic cement to water is 0.3 or more. 0.4 or less, when the resin is a resin obtained by adding a curing agent that reacts with the epoxy resin to the epoxy resin, the resin solid content weight of the resin is 4% or more with respect to the weight of the total formulation including water 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 coating material composition having an I value of 1.0 to 1.5 is applied to 0.5 to 2.7 kg / m 2 . 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 and is generally referred to as W / C. Say what is being. 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,その透水量も0.2ml以下であるため,高圧洗浄時に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 shown in Japanese Patent No. 4794007, and its water permeability is not more than 0.2 ml. The absorbed water is confined by the coating material composition and contains hydraulic cement and epoxy resin, so that it 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超であると,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 shielding effect of the cured coating composition will be insufficient, and the various coating floor materials, which are finishing materials applied on the cured coating composition, will swell due to moisture. If the adhesive strength is lower than 2.7 kg / m 2 , for example, the paint composition divided into the main agent, hardener and aggregate is mixed at the construction site before construction. When the mixed foam is not pinched from the coating composition before curing, it becomes a pinhole and hardens, and the moisture in the ground concrete reaches the back surface of various coating floor materials that are finishing materials through the pinhole, Swelling occurs in the various coating floor materials.

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.

塗材組成物が硬化後は,無溶剤系エポキシ樹脂,無溶剤系ウレタン樹脂の仕上塗材だけでなく,各種塗り床材等の仕上材を塗付することができる。無溶剤系エポキシ樹脂及び無溶剤系ウレタン樹脂仕上材は0.5mm以上の厚膜で塗付されるため,下地コンクリートに直接塗付すると,下地コンクリートに含まれている水分により膨れが生じることがたびたびあるが,本発明に係る下地コンクリート表面高圧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ではそのようなことは生じない。 After the coating material composition is cured, it is possible to apply finishing materials such as various coating floor materials as well as finishing coating materials of solventless epoxy resins and solventless urethane resins. Solvent-free epoxy resin and solvent-free urethane resin finishes are applied with a thick film of 0.5 mm or more, and if applied directly to the base concrete, swelling may occur due to moisture contained in the base concrete. Often, such a problem does not occur in the method for adjusting the surface of the foundation concrete surface according to the present invention and the method for constructing the foundation concrete floor using the method.

無溶剤系エポキシ樹脂,無溶剤系ウレタン樹脂の仕上塗材以外の例えば,溶剤系,水系の各種の0.5mm未満の塗膜に係る仕上塗材では,下地コンクリートに直接塗付しても膨れが発生することは稀であるが,付着力が低下することがある。しかし本発明に係る下地コンクリート表面高圧調整方法を施した塗材組成物の上に塗付すれば,下地コンクリートに含まれる水分の影響を受けることが無く,付着力が低下することもない。 In addition to solvent-free epoxy resin and solvent-free urethane resin finish coating materials, for example, solvent-based and water-based finish coating materials with a coating thickness of less than 0.5 mm, it swells even when applied directly to the underlying concrete. Rarely occurs, but adhesion may be reduced. However, if it is applied on the coating composition subjected to the method for adjusting the surface of the ground concrete surface according to the present invention, it will not be affected by the moisture contained in the ground concrete, and the adhesion will not decrease.

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高圧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 high pressure adjustment method according to the present application and the concrete concrete floor construction method using the same will be described in detail with reference to Examples and Comparative Examples.

実施例1乃至実施例6
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。高圧洗浄機ケルヒャーK5.600(商品名,ケルヒャージャパン社製,ノズル:サイクロンジェットノズル)を使用し圧力2MPa,5MPa,及び8MPaで表面を高圧水にて洗浄した下地コンクリートをそれぞれ用意する。高圧洗浄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,コンクリートを圧力2MPaの高圧水にて洗浄したものを実施例1,圧力5MPaの高圧水にて洗浄したものを実施例2,圧力8Mpaの高圧水にて洗浄したものを実施例3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厚みに塗付して,コンクリートを圧力2MPaの高圧水にて洗浄したものを実施例4,圧力5MPaの高圧水にて洗浄したものを実施例5,圧力8Mpaの高圧水にて洗浄したものを実施例6とした。
Example 1 to Example 6
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. Using the high pressure washer Kercher K5.600 (trade name, manufactured by Kercher Japan, Nozzle: Cyclone Jet Nozzle), the ground concrete whose surface was washed with high pressure water at pressures of 2 MPa, 5 MPa, and 8 MPa was prepared. Use a rag to wipe off the remaining floating water after high pressure cleaning. 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, and concrete was washed with high pressure water at a pressure of 2 MPa. Example 1 was washed with high pressure water at a pressure of 5 MPa. Example 2 What was washed with high-pressure water at a pressure of 8 Mpa was designated as Example 3. 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- 103 (made by Aika Kogyo Co., Ltd., trade name) was applied to a thickness of 1 mm, and concrete was washed with high-pressure water with a pressure of 2 MPa. Example 4 was washed with high-pressure water with a pressure of 5 MPa. Example 5 Example 6 was washed with high-pressure water at a pressure of 8 Mpa.

実施例7乃至実施例12
実施例7,8,9は実施例1,2,3で塗材組成物を塗付量1.8kg/mとした以外は実施例1,2,3と同様とし,実施例10,11,12は実施例4,5,6で塗材組成物を塗付量1.8kg/mとした以外は実施例4,5,6と同様とした。
Example 7 to Example 12
Examples 7, 8 and 9 were the same as Examples 1, 2 and 3 except that the coating composition was changed to 1.8 kg / m 2 in Examples 1, 2 and 3. , 12 were the same as in Examples 4, 5, and 6 except that the coating amount of the coating composition was 1.8 kg / m 2 in Examples 4, 5, and 6.

実施例13及び実施例18
実施例13,14,15は実施例1,2,3で塗材組成物を塗付量2.3kg/mとした以外は実施例1,2,3と同様とし,実施例16,17,18は実施例4,5,6で塗材組成物を塗付量2.3kg/mとした以外は実施例4,5,6と同様とした。
Example 13 and Example 18
Examples 13, 14, and 15 were the same as Examples 1, 2, and 3 except that the coating amount of the coating material composition was changed to 2.3 kg / m 2 in Examples 1, 2, and 3. , 18 were the same as those of Examples 4, 5, and 6 except that the coating amount of the coating composition was 2.3 kg / m 2 in Examples 4, 5 and 6.

比較例1乃至比較例18
比較例1は実施例1で下地コンクリートを高圧水で洗浄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から比較例18についても,比較例1と同様に,それぞれ実施例2から実施例18で下地コンクリートを高圧水で洗浄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,ただちにそれぞれ実施例2から実施例18の塗材組成物を塗付した以外は実施例2から実施例18と同様とした。
Comparative Examples 1 to 18
Comparative Example 1 is the same as in Example 1 except that the ground concrete was not washed with high-pressure water and the surface was polished with sandpaper # 120 to remove the surface latency, and then the coating composition of Example 1 was immediately applied. Is the same as Example 1, and Comparative Example 2 to Comparative Example 18 are also surfaced with sandpaper # 120 without washing the foundation concrete in Example 2 to Example 18 with high-pressure water, respectively, as in Comparative Example 1. After removing the surface latency, the same procedures as in Examples 2 to 18 were carried out except that the coating material compositions of Examples 2 to 18 were applied immediately.

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18および比較例1乃至比較例18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 18 and Comparative Examples 1 to 18, leave 10 mm and soak in warm water at 30C 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18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を高圧水で洗浄しなかった比較例1乃至比較例18ではわずかに膨れが発生し×評価であった。
Evaluation results In Examples 1 to 18, no slight blistering occurred, and the evaluation was good, but in Comparative Examples 1 to 18 where the surface of the underlying concrete was not washed with high-pressure water, Swelling occurred and was evaluated as x.

Claims (5)

下地コンクリート表面を2Mpa以上10Mpa以下の高圧水で洗浄し,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高圧調整方法。 A water-based epoxy resin mortar composition containing a hydraulic cement, an aggregate, and a water-based epoxy resin on a ground concrete without floating water, wherein the surface of the ground concrete is washed with high-pressure water of 2 Mpa or more and 10 Mpa or less. The weight ratio of water is 0.3 or more and 0.4 or less, and the resin solid content weight of the resin when the epoxy resin is added with a curing agent that reacts with the epoxy resin is the total formulation including water 4% to 10% of the weight of the product, the total pore amount of the cured product is 0.05 cc / g to 0.2 cc / g, A ground concrete surface high-pressure adjusting method, wherein a coating material composition having an I value of 1.0 to 1.5 is applied 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高圧調整方法。   The method for adjusting the surface of a ground concrete surface 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高圧調整方法。 The foundation concrete surface high-pressure adjusting 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表面高圧調整方法。   The foundation concrete surface high-pressure 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のいずれかに記載の下地コンクリート表面高圧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硬質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。


A finishing coating material of a solventless epoxy resin or a solventless hard urethane resin after the coating material composition of the foundation concrete to which the foundation concrete surface high pressure adjusting method according to any one of claims 1 to 4 is applied is cured. A foundation concrete floor construction method characterized by applying


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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
JP2019203301A (en) * 2018-05-23 2019-11-28 アイカ工業株式会社 Painting floor structure for wireless power supply floor and construction method of the same

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JP2008230952A (en) * 2007-02-22 2008-10-02 Aica Kogyo Co Ltd Coating material composition, method of applying the same to floor and floor structure thereby
JP2009046347A (en) * 2007-08-20 2009-03-05 Asuton:Kk Method for repairing concrete
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JP2008230952A (en) * 2007-02-22 2008-10-02 Aica Kogyo Co Ltd Coating material composition, method of applying the same to floor and floor structure thereby
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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
JP2019203301A (en) * 2018-05-23 2019-11-28 アイカ工業株式会社 Painting floor structure for wireless power supply floor and construction method of the same

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