JP2007216667A - Paint for retarding cement setting, method for treating concrete surface, and method for manufacturing concrete structure - Google Patents
Paint for retarding cement setting, method for treating concrete surface, and method for manufacturing concrete structure Download PDFInfo
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- JP2007216667A JP2007216667A JP2006347250A JP2006347250A JP2007216667A JP 2007216667 A JP2007216667 A JP 2007216667A JP 2006347250 A JP2006347250 A JP 2006347250A JP 2006347250 A JP2006347250 A JP 2006347250A JP 2007216667 A JP2007216667 A JP 2007216667A
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/24—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing alkyl, ammonium or metal silicates; containing silica sols
- C04B28/26—Silicates of the alkali metals
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/009—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone characterised by the material treated
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/45—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
- C04B41/50—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with inorganic materials
- C04B41/5076—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with inorganic materials with masses bonded by inorganic cements
- C04B41/5089—Silica sols, alkyl, ammonium or alkali metal silicate cements
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- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Aftertreatments Of Artificial And Natural Stones (AREA)
Abstract
Description
本発明は、コンクリートを打設する際に用い、得られるコンクリート表面の所定箇所に水洗により骨材を効率良く露出させることが可能なセメント凝結遅延用無機系塗料、該塗料を用いたコンクリート表面の処理方法及び該処理方法を利用したコンクリート構造物の製造方法に関する。 INDUSTRIAL APPLICABILITY The present invention relates to an inorganic paint for delaying cementation, which can be used when placing concrete, and can efficiently expose the aggregate to a predetermined portion of the obtained concrete surface by washing with water. The present invention relates to a processing method and a method for manufacturing a concrete structure using the processing method.
硬化コンクリート表面に骨材の一部分を露出させる方法は、コンクリートの外観デザイン形成や、コンクリート路面の滑り止め、コンクリートの打ち継ぎ面の接着強化などに利用されている。
このような方法に用いる処理剤としては、例えば、特許文献1〜5において、セメント凝結遅延剤及び増粘剤を含有する表面処理剤が提案されている。該表面処理剤は、コンクリート打ち込み用型枠に塗布し、コンクリートを型枠から脱型後、該コンクリート表面を水洗して骨材を露出させる方法に使用される。
しかし、これら表面処理剤は、型枠との接着強度が低いため、コンクリートの打ち込み中、コンクリートと一緒に流れて、表面処理したい部分に処理剤を留めておくことが困難であり、必要な所定箇所の表面処理ができなくなるだけでなく、このような表面処理を施す必要がない部分に処理剤の一部が流れ、コンクリート表面に色むらや斑点が発生するという問題が生じる。
そこで、特許文献6〜12には、紙タオル、布タオル、プラスチックシート、金属箔、不織布に、予めセメント凝結遅延成分を含浸または塗布した、凝結遅延成分が流されることを防止しうるセメント凝結遅延シート、並びに該シートを型枠に貼付し、コンクリートの打ち込みを行うコンクリート表面の処理方法が提案されている。
As a treating agent used in such a method, for example, Patent Documents 1 to 5 propose surface treating agents containing a cement setting retarder and a thickener. The surface treatment agent is applied to a concrete casting mold, and after the concrete is removed from the mold, the concrete surface is washed with water to expose the aggregate.
However, since these surface treatment agents have low adhesive strength with the formwork, it is difficult for the surface treatment agent to flow together with the concrete during the concrete pouring and to keep the treatment agent on the portion to be surface treated. Not only can the surface treatment of the portion not be performed, but also a problem that a part of the treatment agent flows in a portion where it is not necessary to perform such a surface treatment and color unevenness and spots occur on the concrete surface.
Therefore, in Patent Documents 6 to 12, a cement setting delay that can prevent a setting delay component from flowing by impregnating or applying a cement setting delay component to a paper towel, a cloth towel, a plastic sheet, a metal foil, and a nonwoven fabric in advance. There has been proposed a sheet and a method for treating a concrete surface in which the sheet is affixed to a formwork and concrete is driven.
しかし、前記セメント凝結遅延シートは、コンクリート表面を処理する所定箇所の形状に合わせて事前にシートを切断する必要があるため、特に、コンクリートの処理面から多数の鉄筋又は埋め込み部材が突出している場合等は、このシートの切断及び切り込み作業が煩雑化する。
また、従来のコンクリート表面処理剤やセメント凝結遅延シートは、塗膜形成又はシート接着のために、有機系接着剤や、揮発性又は不揮発性の有機溶剤等が用いられていることが多く、環境的に望ましいものとは言えない。更に、従来のコンクリート表面処理剤やセメント凝結遅延シートは、コンクリート表面から処理すべき厚さ(深さ)制御が困難であり、コンクリート表面処理範囲が制限され易いという問題がある。
However, since the cement setting retarding sheet needs to be cut in advance according to the shape of a predetermined portion for treating the concrete surface, particularly when a large number of reinforcing bars or embedded members protrude from the concrete processing surface. This complicates the cutting and cutting operation of the sheet.
In addition, conventional concrete surface treatment agents and cement setting delay sheets often use organic adhesives, volatile or non-volatile organic solvents, etc. for coating film formation or sheet adhesion. This is not desirable. Furthermore, the conventional concrete surface treatment agent and cement setting delay sheet have a problem that it is difficult to control the thickness (depth) to be treated from the concrete surface, and the concrete surface treatment range is easily limited.
従って、本発明の課題は、コンクリートの打設により移動又は破損し難い優れた接着性と、セメント凝結遅延性とを兼ね備えた、有機系接着剤や有機溶媒を使用せずに環境的にも優れた塗膜を、如何なる形状においても容易に形成することが可能なセメント凝結遅延用無機系塗料を提供することにある。
本発明の別の課題は、コンクリート表面の所定箇所における未硬化セメントを含むモルタルを如何なる形状であっても精度良く除去でき、該所定箇所以外の表面に色むらや斑点等が発生することを充分抑制でき、しかも、その表面から除去するモルタルの厚さ(深さ)制御も可能な、環境的に優れたコンクリート表面の処理方法を提供することにある。
本発明の他の課題は、上記本発明のセメント凝結遅延用無機系塗料を利用して、2以上の硬化コンクリートを強固な接着強度で、しかも環境的にも優しく、連結したコンクリート構造物を簡便な方法で得ることができるコンクリート構造物の製造方法を提供することにある。
Therefore, the problem of the present invention is that it is excellent in environment without using an organic adhesive or an organic solvent, which has both excellent adhesiveness which is difficult to move or break by placing concrete and cement setting delay. Another object of the present invention is to provide an inorganic paint for delaying cement setting, which can easily form a coating film in any shape.
Another problem of the present invention is that mortar containing uncured cement at a predetermined location on the concrete surface can be accurately removed regardless of the shape, and color unevenness, spots, etc. are sufficiently generated on the surface other than the predetermined location. An object of the present invention is to provide an environmentally superior method of treating a concrete surface that can be suppressed and can also control the thickness (depth) of mortar removed from the surface.
Another object of the present invention is to use the above-mentioned inorganic paint for delaying cementation of the present invention to easily combine two or more hardened concretes with strong adhesive strength and environmental friendliness. Another object of the present invention is to provide a method for producing a concrete structure that can be obtained by a simple method.
本発明によれば、セメント凝結遅延性を有する塗膜を形成しうる塗料であって、セメント凝結遅延剤、接着性及び塗膜形成能を付与するアルカリケイ酸塩水溶液、フィラー及び水を含むセメント凝結遅延用無機系塗料が提供される。
また本発明によれば、コンクリート打ち込み用型枠の所定箇所に、前記セメント凝結遅延用無機系塗料を少なくとも1回塗布し、塗膜を形成する工程(A)と、該塗膜を形成した型枠内にコンクリートを打設し、硬化する工程(B)と、該型枠を外し、コンクリート表面上の前記塗膜成分及び未硬化セメント部分のモルタルを水洗し、硬化コンクリート表面の所定箇所に骨材を露出させる工程(C)とを含むコンクリート表面の処理方法が提供される。
更に本発明によれば、前記工程(A)と、工程(B)と、工程(C)と、該工程(C)において骨材を露出させた所定箇所を打ち継ぎ面として、別のコンクリートを打設・硬化し、少なくとも2つの硬化コンクリートを連結する工程(D)とを含むコンクリート構造物の製造方法が提供される。
According to the present invention, a paint capable of forming a coating film having a cement setting retarding property, comprising a cement setting retarding agent, an alkali silicate aqueous solution that imparts adhesiveness and film forming ability, a filler, and water An inorganic paint for setting delay is provided.
Further, according to the present invention, the step (A) of forming the coating film by applying the cement setting retarding inorganic coating at least once to a predetermined portion of the concrete casting mold, and the mold on which the coating film is formed. Step (B) in which concrete is placed and hardened in a frame, the mold is removed, the coating film component on the concrete surface and the mortar of the uncured cement part are washed with water, and bones are formed at predetermined locations on the surface of the hardened concrete. There is provided a method for treating a concrete surface comprising the step (C) of exposing the material.
Furthermore, according to the present invention, another concrete is formed using the step (A), the step (B), the step (C), and the predetermined location where the aggregate is exposed in the step (C) as a joining surface. There is provided a method for producing a concrete structure including a step (D) of placing and hardening and connecting at least two hardened concretes.
本発明のセメント凝結遅延用無機系塗料は、セメント凝結遅延剤、接着性及び塗膜形成能を付与するアルカリケイ酸塩水溶液、フィラー及び水を含み、特に、該セメント凝結遅延剤自体が水溶性があり、該アルカリケイ酸塩水溶液が、有機系接着剤や有機溶剤を用いなくても気中硬化性を示し、コンクリート打ち込み用型枠等の如何なる角度を有する面に対しても強固な接着性を発揮し、一方、打ち込まれるコンクリートと接触することにより、コンクリート中の水と接触し、コンクリート表層部におけるセメントの水和を遅延させるように、セメント凝結遅延剤を該表層部の水に徐々に放出させることができるので、コンクリートの打設により移動又は破損し難い優れた接着性と、セメント凝結遅延性とを兼ね備え、環境的にも優れた塗膜を、如何なる形状においても容易に形成することができる。
従って、本発明のセメント凝結遅延用無機系塗料は、硬化コンクリートの所望する所定箇所表面に骨材の一部分を露出させ、コンクリートの外観デザインや、コンクリート路面の滑り止め、コンクリートの打ち継ぎ面の接着強化を目的とした各種コンクリートの表面処理やコンクリート構造物の製造方法に有用である。
The inorganic paint for delaying cement setting of the present invention includes a cement setting retarder, an aqueous alkali silicate solution that imparts adhesiveness and film-forming ability, a filler, and water. In particular, the cement setting retarder itself is water-soluble. The alkali silicate aqueous solution exhibits air-curing properties without using an organic adhesive or an organic solvent, and has strong adhesiveness to a surface having any angle, such as a concrete casting formwork. On the other hand, the cement setting retarder is gradually added to the water of the surface layer so as to delay the hydration of the cement in the concrete surface layer part by contacting the water in the concrete by contacting with the concrete to be poured. Because it can be released, it has excellent adhesiveness that is difficult to move or break by placing concrete and cement setting delay, and is also environmentally superior. , It can be easily formed in any shape.
Therefore, the inorganic paint for delaying cement setting of the present invention exposes a part of the aggregate to the desired surface of the hardened concrete so that the appearance of the concrete, anti-slip of the concrete road surface, adhesion of the jointed surface of the concrete can be obtained. It is useful for the surface treatment of various concrete for the purpose of reinforcement and the manufacturing method of concrete structures.
本発明のコンクリート表面の処理方法は、上記工程(A)〜(C)を含み、特に、工程(A)において本発明のセメント凝結遅延用無機系塗料を用いて、接着性、セメント凝結遅延性及び環境性に優れた塗膜を形成するので、コンクリート表面の所定箇所における未硬化セメントを含むモルタルを如何なる形状であっても精度良く除去でき、該所定箇所以外の表面に色むらや斑点等が発生することを充分抑制でき、しかも、工程(A)において本発明のセメント凝結遅延用無機系塗料の塗布回数等を制御することにより、コンクリート表面から除去するモルタルの厚さ(深さ)制御も容易に行うことができる。
本発明のコンクリート構造物の製造方法は、上記工程(A)〜(D)を含み、特に、工程(A)において本発明のセメント凝結遅延用無機系塗料を用いて、接着性、セメント凝結遅延性及び環境性に優れた塗膜を形成し、工程(B)及び(C)により所定箇所に骨材を露出させ、工程(D)により、該露出した骨材を打ち継ぎ面として他の硬化コンクリートと連結することができるので、2以上の硬化コンクリートを強固な接着強度で、しかも環境的にも優しく、連結したコンクリート構造物を容易に得ることができる。
The method for treating a concrete surface of the present invention includes the above steps (A) to (C), and in particular, using the inorganic paint for delaying cementation of the present invention in step (A), adhesion, cementation retarding property And because it forms a coating film excellent in environmental properties, it is possible to accurately remove mortar containing uncured cement at a predetermined location on the concrete surface in any shape, and there is uneven color or spots on the surface other than the predetermined location. It is possible to sufficiently suppress the occurrence, and in addition, the thickness (depth) of the mortar removed from the concrete surface can be controlled by controlling the number of times of applying the inorganic paint for delaying cementation of the present invention in the step (A). It can be done easily.
The method for producing a concrete structure of the present invention includes the above steps (A) to (D), and in particular, using the inorganic paint for delaying cementation of the present invention in step (A), adhesion, cementation delaying. Forming a coating film excellent in environmental properties and environmental properties, exposing the aggregate to a predetermined location by steps (B) and (C), and using the exposed aggregate as a joint surface in step (D) to perform other hardening Since it can be connected to concrete, it is possible to easily obtain a connected concrete structure in which two or more hardened concretes have strong adhesive strength and are environmentally friendly.
以下、本発明を更に詳細に説明する。
本発明のセメント凝結遅延用無機系塗料(以下、単に無機系塗料と言うことがある)は、セメント凝結遅延剤と、接着性及び塗膜形成能を付与するアルカリケイ酸塩水溶液と、フィラーと、水とを含む。ここで、無機系塗料とは、有機系接着剤や有機溶剤を実質的に含まない塗料を意図する。
前記セメント凝結遅延剤は、本発明の無機系塗料をコンクリート表面に接触させた際に、該接触した表面のコンクリートの硬化を他の接触していない表面の硬化よりも遅延させる成分である。
このようなセメント凝結遅延剤としては、例えば、硅弗化塩類、糖類、オキシカルボン酸類、オキシカルボン酸塩類等の通常のセメント凝結遅延剤を使用することができる。遅延性の保持時間が長い点からは、グルコン酸ナトリウム等のオキシカルボン酸塩類の使用が好ましい。
Hereinafter, the present invention will be described in more detail.
An inorganic paint for retarding cement setting of the present invention (hereinafter sometimes simply referred to as an inorganic paint) includes a cement retarder, an aqueous alkali silicate solution that imparts adhesiveness and film-forming ability, and a filler. Including water. Here, the inorganic coating material intends a coating material that does not substantially contain an organic adhesive or an organic solvent.
The cement setting retarder is a component that, when the inorganic coating material of the present invention is brought into contact with the concrete surface, retards the hardening of the concrete on the surface in contact with the other non-contact surface.
As such cement setting retarders, for example, usual cement setting retarders such as perfluorinated salts, saccharides, oxycarboxylic acids, oxycarboxylates and the like can be used. In view of a long delay holding time, use of oxycarboxylates such as sodium gluconate is preferred.
前記アルカリケイ酸塩水溶液は、本発明の無機系塗料に、型枠表面やコンクリート表面への接着性及び該表面において塗膜形成能を発揮する成分であって、気中硬化性を示すと共に、水溶性で、塗膜形成後に水洗しうる成分である。
このようなアルカリケイ酸塩水溶液としては、例えば、ケイ酸ナトリウム及び/又はケイ酸カリウムの水溶液が挙げられる。具体的には、ケイ酸ナトリウム水溶液としては、一般に水ガラスと称されるNa2O・nSiO2水溶液が好ましい。ここで、nは2以上、特に3以上が好ましいが、その上限は、水溶性を示す範囲であれば特に限定されず、通常4程度である。ケイ酸カリウム水溶液としては、K2O・nSiO2水溶液が好ましい。ここで、nは2以上、特に3以上が好ましいが、その上限は、水溶性を示す範囲であれば特に限定されず、通常4程度である。これらのアルカリケイ酸塩水溶液の中でも、Na2O・nSiO2水ガラスの使用が特に接着性、塗膜形成能及び経済性に優れる点で好ましい。
The alkali silicate aqueous solution is a component that exhibits adhesion to the surface of a formwork or a concrete surface and a film-forming ability on the surface of the inorganic paint of the present invention, and exhibits air-curing properties. It is a water-soluble component that can be washed with water after forming the coating film.
Examples of such an aqueous alkali silicate solution include an aqueous solution of sodium silicate and / or potassium silicate. Specifically, a sodium silicate aqueous solution is preferably a Na 2 O · nSiO 2 aqueous solution generally called water glass. Here, n is preferably 2 or more, particularly 3 or more, but the upper limit thereof is not particularly limited as long as it is a range showing water solubility, and is usually about 4. As the potassium silicate aqueous solution, a K 2 O · nSiO 2 aqueous solution is preferable. Here, n is preferably 2 or more, particularly 3 or more, but the upper limit thereof is not particularly limited as long as it is a range showing water solubility, and is usually about 4. Among these alkali silicate aqueous solutions, the use of Na 2 O · nSiO 2 water glass is particularly preferable in terms of excellent adhesion, coating film forming ability, and economic efficiency.
前記フィラーは、本発明の無機系塗料において、該塗料の塗布のし易さを付与し、並びに塗布後の塗膜の厚さ調整に必要な成分であって、通常、鉱物質粉末等の無機質粉末を用いることができる。
このようなフィラーとしては、例えば、石灰石粉末、ベントナイト、珪石粉末、砕石粉末等が挙げられる。フィラーは、塗料の塗布性、分散性、分離抵抗性のために比表面積が大きい方が好ましく、通常、比表面積4000cm2/g以上のフィラーの使用が望ましい。
フィラーの粒径は、通常、200メッシュを通過する粒径、好ましくは325以上のメッシュを通過する粒径が挙げられるが、本発明の無機系塗料中において分散可能であれば特に限定されない。
In the inorganic paint of the present invention, the filler is a component that imparts ease of application of the paint and is necessary for adjusting the thickness of the coating film after application, and is usually an inorganic substance such as mineral powder. Powder can be used.
Examples of such fillers include limestone powder, bentonite, silica stone powder, and crushed stone powder. The filler preferably has a large specific surface area for coating properties, dispersibility, and separation resistance of the paint, and it is usually desirable to use a filler having a specific surface area of 4000 cm 2 / g or more.
The particle size of the filler is usually a particle size passing through 200 mesh, preferably a particle size passing through a mesh of 325 or more, but is not particularly limited as long as it can be dispersed in the inorganic paint of the present invention.
本発明の無機系塗料は、水により上記各成分を流動化することにより塗料とすることができる。該水としては、特に限定されず、上水道水を用いることができる。
本発明の無機系塗料は、水溶液状態において前記フィラーの分散性を維持するために、増粘剤を配合することが好ましい。
該増粘剤としては、例えば、セルロース系増粘剤、アクリル系増粘剤、グリコール系増粘剤等が挙げられ、フィラーの分散性を容易に制御しうる点から、セルロース系増粘剤の使用が好ましい。
The inorganic paint of the present invention can be made into a paint by fluidizing the above components with water. The water is not particularly limited, and tap water can be used.
The inorganic paint of the present invention preferably contains a thickener in order to maintain the dispersibility of the filler in an aqueous solution state.
Examples of the thickener include a cellulose thickener, an acrylic thickener, a glycol thickener, and the like. From the viewpoint that the dispersibility of the filler can be easily controlled, Use is preferred.
本発明の無機系塗料において上記各成分や後述する任意成分の含有割合は、塗料全量に対して、含有させる各成分の合計が100重量%となるように、本発明の所望の効果を達成するために適宜選択することができる。
前記セメント凝結遅延剤の含有割合は、その所望の効果が得られるように適宜選択でき特に限定されない。例えば、無機系塗料全量に対して、通常0.5〜20.0重量%、好ましくは1.0〜15.0重量%である。該割合が少ない場合には、所望のセメント凝結遅延作用が不十分になる恐れがあり、一方、割合が多い場合には、コンクリートの打ち込みに、遅延剤がコンクリートと一緒に流れて、該所定箇所以外のコンクリート表面に色むらや斑点等が発生する恐れがある。
In the inorganic paint of the present invention, the content ratio of each of the above components and the optional components described later achieves the desired effect of the present invention so that the total amount of each component to be contained is 100% by weight with respect to the total amount of the paint. Therefore, it can select suitably.
The content ratio of the cement setting retarder can be appropriately selected so as to obtain the desired effect, and is not particularly limited. For example, it is usually 0.5 to 20.0% by weight, preferably 1.0 to 15.0% by weight, based on the total amount of the inorganic paint. If the ratio is small, the desired cement setting retarding action may be insufficient. On the other hand, if the ratio is large, the retarder flows together with the concrete to drive the concrete, and There may be uneven color and spots on the concrete surface.
前記アルカリケイ酸塩水溶液の含有割合は、塗布により接着性良好な被膜形成が可能な量であれば特に限定されない。例えば、ケイ酸ナトリウム及び/又はケイ酸カリウム等のアルカリケイ酸塩(SiO2量+Na2O量)及び/又は(SiO2量+K2O量)に換算して、無機系塗料全量に対して、通常2.0〜20.0重量%、好ましくは4.0〜13.5重量%である。該割合が少ない場合には、得られる塗膜に所望の接着性や膜形成能を付与することが困難になり、一方、割合が多い場合には、得られる塗膜の接着性が強すぎ、コンクリートに遅延剤の放出が妨げられて表面処理効果が少なくなる恐れがある。
また、前記アルカリケイ酸塩水溶液の含有割合は、塗料全量に対して、通常5.0〜30.0重量%、好ましくは10.0〜30.0重量%である。該割合が少ない場合には、得られる塗膜に所望の接着性や膜形成能を付与することが困難になり、一方、該割合が多い場合には、得られる塗膜の接着性が強すぎ、コンクリートに遅延剤の放出が妨げられて表面処理効果が少なくなる恐れがある。
The content ratio of the aqueous alkali silicate solution is not particularly limited as long as it can form a film with good adhesion by coating. For example, alkali silicates such as sodium silicate and / or potassium silicate (SiO 2 amount + Na 2 O amount) and / or (SiO 2 amount + K 2 O amount) The amount is usually 2.0 to 20.0% by weight, preferably 4.0 to 13.5% by weight. When the ratio is small, it becomes difficult to impart desired adhesiveness and film-forming ability to the obtained coating film, whereas when the ratio is large, the adhesion of the resulting coating film is too strong, There is a risk that the surface treatment effect may be reduced because the release of the retarder is hindered in the concrete.
Moreover, the content rate of the said alkali silicate aqueous solution is 5.0-30.0 weight% normally with respect to the coating-material whole quantity, Preferably it is 10.0-30.0 weight%. When the ratio is small, it becomes difficult to impart desired adhesiveness and film-forming ability to the obtained coating film. On the other hand, when the ratio is large, the adhesion of the resulting coating film is too strong. In addition, the release of the retarder to the concrete may be hindered and the surface treatment effect may be reduced.
前記フィラーの含有割合は、塗料全量に対して、通常20.0〜70.0重量%、好ましくは30.0〜65.0重量%である。該割合が20.0重量%未満では、得られる塗料の塗布時にたれが多く発生する等の作業性低下が生じる恐れがあり、更に、所望の膜厚確保が困難になり所望のセメント凝結遅延作用が得られ難い。一方、70.0重量%を超えると、塗料が硬くなり、塗布し難い。
本発明の塗料において水の含有割合は、アルカリケイ酸塩水溶液や液体のセメント凝結遅延剤に含まれる水量も含まれる。上記各成分の混合時に加えられる水量は、得られる塗料が、塗布可能な状態に、例えば、アルカリケイ酸塩量及びフィラー量が上記割合となるような量を適宜選択して決定することができる。
The content rate of the said filler is 20.0-70.0 weight% normally with respect to the coating-material whole quantity, Preferably it is 30.0-65.0 weight%. If the ratio is less than 20.0% by weight, there is a risk of deterioration in workability such as a large amount of sagging when the resulting paint is applied, and further, it becomes difficult to ensure the desired film thickness and the desired cement setting delaying action. Is difficult to obtain. On the other hand, if it exceeds 70.0% by weight, the paint becomes hard and difficult to apply.
The water content in the paint of the present invention includes the amount of water contained in the alkali silicate aqueous solution and the liquid cement setting retarder. The amount of water added at the time of mixing each of the above components can be determined by appropriately selecting an amount such that the amount of the alkali silicate and the amount of the filler are in the above-mentioned ratio, for example, in a state where the obtained paint can be applied. .
本発明の無機系塗料に増粘剤を含有させる場合の該増粘剤の含有割合は、増粘剤の種類に応じて、所望のフィラー分散性が良好となるように適宜選択できるが、通常0.002〜2.0重量%、好ましくは0.005〜1.0重量%である。該割合が、0.002重量%未満では、増粘剤を含有させる所望の効果が得られ難く、一方、2.0重量%を超えると、塗料自体の粘度が上昇し、塗料の均一塗布作業が煩雑になる恐れがある。 When the inorganic paint of the present invention contains a thickener, the content of the thickener can be appropriately selected according to the type of the thickener so that the desired filler dispersibility is good. 0.002 to 2.0% by weight, preferably 0.005 to 1.0% by weight. If the ratio is less than 0.002% by weight, it is difficult to obtain the desired effect of containing a thickener. On the other hand, if it exceeds 2.0% by weight, the viscosity of the paint itself increases, and the paint is uniformly applied. May become complicated.
本発明の無機系塗料には、上記各成分の他に、本発明の所望の効果を損なわない範囲で、更には他の効果を得るために、各種添加剤等を含有させることもできる。
該添加剤としては、例えば、色素、顔料、染料、インク等が挙げられるが、これらに限定されない。これら添加剤の添加により、処理するコンクリートの表面に色が付けられて、水洗時の処理範囲を分かり易くすることができる。
このような任意成分としての各種添加剤は、その所望の効果が得られるようにその含有割合を適宜選択することができるが、本発明の所望の効果を得るために、添加剤の合計量が塗料全量に対して10重量%を超えないように含有させることが好ましい。
In addition to the above-described components, the inorganic coating material of the present invention may further contain various additives and the like in order to obtain other effects as long as the desired effects of the present invention are not impaired.
Examples of the additive include, but are not limited to, pigments, pigments, dyes, and inks. By adding these additives, the surface of the concrete to be treated is colored, and the treatment range at the time of washing with water can be easily understood.
The various additives as such optional components can be appropriately selected so that the desired effect is obtained, but in order to obtain the desired effect of the present invention, the total amount of the additive is It is preferable to make it contain so that it may not exceed 10 weight% with respect to the coating-material whole quantity.
本発明のコンクリート表面の処理方法は、コンクリート打ち込み用型枠の所定箇所に、上述の本発明の無機系塗料を少なくとも1回塗布し、塗膜を形成する工程(A)、該塗膜を形成した型枠内にコンクリートを打設し、硬化する工程(B)及び該型枠を外し、コンクリート表面上の前記塗膜成分及び未硬化セメント部分のモルタルを水洗し、硬化コンクリート表面の所定箇所に骨材を露出させる工程(C)を含み、本発明のコンクリート構造物の製造方法は、上記工程(A)〜(C)に加え、更に、前記骨材を露出させた所定箇所を打ち継ぎ面として、別のコンクリートを打設・固化し、少なくとも2つの硬化コンクリートを連結する工程(D)と含む。 The method for treating a concrete surface of the present invention comprises a step (A) of forming the coating film by applying the above-described inorganic coating composition of the present invention at least once to a predetermined portion of a concrete casting mold, and forming the coating film. Placing the concrete in the mold, and removing the mold (B), and removing the mold, washing the coating component on the concrete surface and the mortar of the uncured cement part with water, at a predetermined location on the surface of the hardened concrete In addition to the steps (A) to (C), the method for producing a concrete structure of the present invention includes a step (C) for exposing the aggregate, and further includes a predetermined surface where the aggregate is exposed. And (D) including placing and solidifying another concrete and connecting at least two hardened concretes.
工程(A)において型枠は、本発明の無機系塗料が、あらゆる形状及び傾斜部分においても容易に塗布することが可能であるので、所望形態の型枠であっても良く、例えば、コンクリート内に配筋する鉄筋や鉄骨等が貫通する穴等を有する型枠であっても良い。
工程(A)において、本発明の無機系塗料を塗布する箇所は、コンクリート表面のセメント凝結を遅延させ、骨材の露出を所望する所定箇所に対応する型枠内面であれば特に限定されず、また、型枠が存在しないコンクリート上面等に直接塗布することも可能である。
塗布回数は、コンクリート表面の処理すべき箇所の所望する深さや、セメント凝結遅延期間の制御に応じて適宜選択することが可能である。
In the step (A), the formwork can be a formwork of a desired form because the inorganic paint of the present invention can be easily applied in any shape and inclined portion, for example, in concrete. It may be a formwork having holes or the like through which reinforcing bars or steel frames are arranged.
In step (A), the location where the inorganic paint of the present invention is applied is not particularly limited as long as it delays the cement setting on the concrete surface and forms the inner surface of the mold corresponding to the predetermined location where the exposure of the aggregate is desired. Moreover, it is also possible to apply | coat directly on the concrete upper surface etc. in which a formwork does not exist.
The number of times of application can be appropriately selected according to the desired depth of the concrete surface to be treated and the control of the cement setting delay period.
工程(B)において打設したコンクリートの打設は、工程(A)により本発明の無機系塗料が塗膜を形成し、硬化状態となった時点で行うことができ、工程(A)における塗膜形成時間は、環境温度や湿度等により異なるが通常、30〜120分程度である。
工程(B)においてコンクリートの硬化期間は、コンクリートの種類、その形状や大きさ等に応じて適宜選択でき、コンクリートの所望強度が確保できる程度に硬化しうる期間であれば良い。
The casting of the concrete cast in the step (B) can be performed when the inorganic coating material of the present invention forms a coating film in the step (A) and is in a cured state. The film formation time varies depending on the environmental temperature, humidity and the like, but is usually about 30 to 120 minutes.
In the step (B), the curing period of the concrete can be appropriately selected according to the type, shape, size, etc. of the concrete, and may be a period that can be cured to the extent that the desired strength of the concrete can be secured.
工程(C)において水洗は、例えば、高圧水洗浄機や、ブラシ等により行うことができる。この際、本発明の無機系塗料は、実質的に有機系の接着剤を含まず、更には有機溶媒を実質的に含まずに、接着成分として前述の水溶性のアルカリケイ酸塩水溶液を含むので、環境的に優しく、更には、塗膜成分及び未硬化セメント部分の除去を容易に行なうことができる。 In the step (C), washing with water can be performed by, for example, a high-pressure water washing machine or a brush. At this time, the inorganic coating material of the present invention does not substantially contain an organic adhesive, and further does not substantially contain an organic solvent, and contains the above-mentioned water-soluble alkali silicate aqueous solution as an adhesive component. Therefore, it is environmentally friendly, and furthermore, the coating film component and the uncured cement part can be easily removed.
工程(D)は、前記骨材を露出させた所定箇所を打ち継ぎ面として、公知のコンクリート連結技術により、型枠等を設けて行うことができる。この際、新たに設けるコンクリートの型枠に本発明の無機系塗料を塗布し、前記工程(A)〜(D)を更に繰返すことで様々なコンクリート構造物を製造することができる。 The step (D) can be performed by providing a formwork or the like by a known concrete connection technique using the predetermined location where the aggregate is exposed as a joint surface. At this time, various concrete structures can be manufactured by applying the inorganic coating material of the present invention to a newly formed concrete formwork and further repeating the steps (A) to (D).
以下、本発明を実施例及び比較例により更に詳細に説明するが本発明はこれらに限定されない。
実施例1〜15及び比較例1〜2
(セメント凝結遅延用無機系塗料の調製)
表1に示す組成の各成分をグラウトミキサにより混合し、セメント凝結遅延用無機系塗料を調製した。尚、表1中の各成分及びその略号は以下のとおりである。
W:上水道水、
GR:オキシカルボン酸塩類セメント凝結遅延剤(商品名グルコン酸ソーダ(25K)M、結晶、扶桑化学工業社製)、
FR:硅弗化塩類セメント凝結遅延剤(商品名レオリタード、液体、ポゾリス物産社製)
WG1:水ガラス1号(商品名J珪酸ソーダ1号、モル比(Na2O/SiO2)=2.15、含水率52.5%、日本化学工業社製)
WG2:水ガラス2号(商品名J珪酸ソーダ2号、モル比(Na2O/SiO2)=2.60、含水率59.5%、日本化学工業社製)
WG3:水ガラス3号(商品名J珪酸ソーダ3号、モル比(Na2O/SiO2)=3.18、含水率61.5%、日本化学工業社製)
F200:石灰石微粉末(商品名工業用タンカル200メッシュ、吉澤石灰工業製)
F325:石灰石微粉末(商品名工業用タンカル325メッシュ、吉澤石灰工業製)
B:ベントナイト(商品名浅間、ホージュン社製)
SV:セルロース系増粘剤(商品名SFCA2000、信越化学工業社製)
EXAMPLES Hereinafter, although an Example and a comparative example demonstrate this invention further in detail, this invention is not limited to these.
Examples 1-15 and Comparative Examples 1-2
(Preparation of inorganic paint for delaying cementation)
Each component having the composition shown in Table 1 was mixed by a grout mixer to prepare an inorganic paint for delaying cement setting. In addition, each component in Table 1 and its abbreviation are as follows.
W: tap water,
GR: Oxycarboxylates cement setting retarder (trade name sodium gluconate (25K) M, crystal, manufactured by Fuso Chemical Industries),
FR: Sulfur fluoride salt cement retarder (trade name: Leo retard, liquid, manufactured by Pozzolith Products)
WG1: Water glass No. 1 (trade name J sodium silicate No. 1, molar ratio (Na 2 O / SiO 2 ) = 2.15, moisture content 52.5%, manufactured by Nippon Chemical Industry Co., Ltd.)
WG2: Water glass No. 2 (trade name J sodium silicate No. 2, molar ratio (Na 2 O / SiO 2 ) = 2.60, moisture content 59.5%, manufactured by Nippon Chemical Industry Co., Ltd.)
WG3: Water glass No. 3 (trade name J sodium silicate No. 3, molar ratio (Na 2 O / SiO 2 ) = 3.18, moisture content 61.5%, manufactured by Nippon Chemical Industry Co., Ltd.)
F200: Limestone fine powder (Trade name: Industrial Tancar 200 mesh, manufactured by Yoshizawa Lime Industry)
F325: Limestone fine powder (trade name industrial tancal 325 mesh, manufactured by Yoshizawa Lime Industry)
B: Bentonite (product name Asama, manufactured by Hojun Co.)
SV: Cellulosic thickener (trade name SFCA2000, manufactured by Shin-Etsu Chemical Co., Ltd.)
(セメント凝結遅延用無機系塗料の性能確認試験)
上記で調製した各塗料の性能を確認するために、以下の試験及び測定を行った。結果を表2に示す。尚、実施例14及び実施例15は、塗料として実施例1で調製したものを用い、塗布層数をそれぞれ2層及び3層にした例である。
(1)塗布作業性試験
「試験用標準試験板JIS K5600-1-4」に規定されている磨き鋼板試験板を鉛直方向に設置し、その上に塗料を塗布し、塗料の付着し易さ及びたれの有無を判断した。塗布のし易さの評価は、優、良、不可の3段階で行った。
(2)塗布厚さ
1回塗布厚さを「試験版の塗装(はけ塗り)JIS K5600-1-5」に準拠し行った。
(3)塗膜の乾燥時間
「表面乾燥性(バロチニ法)JIS K5600-3-2」に準拠し行った。
(4)鋼板に塗膜の接着強度
「付着性(プルオフ法)JIS K5600-5-7」に準拠し行った。
(5)コンクリートの洗出し厚さ
鋼製型枠の鉛直面に調製した塗料を1回塗布し、塗料が乾燥した後コンクリートを打ち込み、1日間、20℃でコンクリートを養生した後、脱型を行い、塗料と接触したコンクリート表面のモルタルを高圧水洗浄機で洗出し、コンクリート表面から洗出されたモルタルの平均深さをコンクリートの洗出し厚さとして測定した。
(6)洗出し作業の可能日数
洗出し作業の可能日数は、塗料と接触したコンクリート表面のモルタルを高圧水洗浄機で洗出すことができる最長日数を確認した。
(7)洗出し部分の隣接部分への影響
洗出し部分の隣接するコンクリートの表面に骨材の露出や、色むらなどの現象の有無について目視で観察した。
(8)打ち継ぎ面の曲げ強度の達成率
曲げ強度6.34N/mm2のコンクリートを用いて、高さ100mm、幅100mm、長さ200mmの角柱試験体を製作する時、その1つの鉛直端面を試験塗料で鉛直打ち継ぎ面として処理し、材齢8日後、同じコンクリートを用いて打ち継ぎを行い、高さ100mm、幅100mm、長さ400mmの角柱試験体を製作した。この中央部に鉛直打ち継ぎ面を有する試験体を20℃で28日間気中養生を行った後、その打ち継ぎ面の曲げ強度を「コンクリートの曲げ強度試験方法 JIS A 1106」に準拠し測定し、測定された曲げ強度とコンクリートの曲げ強度との比率を打ち継ぎ面の曲げ強度の達成率とした。
(Performance confirmation test of inorganic paint for cement setting delay)
In order to confirm the performance of each paint prepared as described above, the following tests and measurements were performed. The results are shown in Table 2. In addition, Example 14 and Example 15 are the examples which used what was prepared in Example 1 as a coating material, and made the number of application layers into 2 layers and 3 layers, respectively.
(1) Coating workability test A polished steel plate test plate specified in `` Standard test plate for testing JIS K5600-1-4 '' is installed in the vertical direction, paint is applied on it, and paint is easy to adhere. The presence or absence of sagging was judged. The ease of application was evaluated in three stages: excellent, good and impossible.
(2) Coating thickness The coating thickness was applied in accordance with “Test plate coating (brush coating) JIS K5600-1-5”.
(3) Drying time of coating film It was performed according to “Surface drying property (Barotini method) JIS K5600-3-2”.
(4) Adhesive strength of the coating film on the steel sheet It was performed in accordance with “Adhesion (pull-off method) JIS K5600-5-7”.
(5) Thickness of concrete washed out Prepared paint is applied once to the vertical surface of the steel formwork, and after the paint has dried, the concrete is driven in. After curing the concrete at 20 ° C for one day, demolding is performed. The concrete surface mortar in contact with the paint was washed out with a high-pressure water washer, and the average depth of the mortar washed from the concrete surface was measured as the concrete washout thickness.
(6) Number of days allowed for washing out The number of days allowed for washing out was confirmed as the maximum number of days that the mortar on the concrete surface in contact with the paint can be washed out with a high-pressure water washer.
(7) Effect of the washed-out portion on the adjacent portion The presence of phenomena such as aggregate exposure and uneven color on the concrete surface adjacent to the washed-out portion was visually observed.
(8) using a beating joint surface of the bending strength concrete achievement rate flexural strength 6.34N / mm 2 of, when fabricating a height 100 mm, width 100 mm, prismatic specimen length 200 mm, 1 single vertical end faces thereof Was treated with a test paint as a vertical joint surface, and after 8 days of age, the same concrete was used for jointing to produce a prismatic specimen having a height of 100 mm, a width of 100 mm, and a length of 400 mm. This specimen with a vertical joint surface at the center was subjected to air curing at 20 ° C. for 28 days, and then the bending strength of the joint surface was measured according to “Concrete bending strength test method JIS A 1106”. The ratio between the measured bending strength and the bending strength of the concrete was defined as the achievement rate of the bending strength of the joint surface.
Claims (7)
セメント凝結遅延剤、接着性及び塗膜形成能を付与するアルカリケイ酸塩水溶液、フィラー及び水を含むセメント凝結遅延用無機系塗料。 A paint capable of forming a coating film having a cement setting retarding property,
Cement setting retarder, an inorganic paint for delaying cement setting, including an aqueous alkali silicate solution that imparts adhesion and film-forming ability, a filler, and water.
該塗膜を形成した型枠内にコンクリートを打設し、固化する工程(B)と、
該型枠を外し、コンクリート表面上の前記塗膜成分及び未硬化セメント部分のモルタルを水洗し、硬化コンクリート表面の所定箇所に骨材を露出させる工程(C)と、を含むコンクリート表面の処理方法。 Applying the inorganic paint for delaying cementation according to any one of claims 1 to 5 to a predetermined part of a concrete casting form, and forming a coating film (A);
Placing concrete in the formwork in which the coating film is formed, and solidifying (B),
Removing the mold, washing the coating component on the concrete surface and the mortar of the uncured cement portion with water, and exposing the aggregate to a predetermined location on the surface of the hardened concrete (C). .
該塗膜を形成した型枠内にコンクリートを打設し、硬化する工程(B)と、
該型枠を外し、コンクリート表面上の前記塗膜成分及び未硬化セメント箇所のモルタルを水洗し、硬化コンクリート表面の所定箇所に骨材を露出させる工程(C)と、
前記骨材を露出させた所定箇所を打ち継ぎ面として、別のコンクリートを打設・硬化し、少なくとも2つの硬化コンクリートを連結する工程(D)とを含むコンクリート構造物の製造方法。 Applying the inorganic paint for delaying cementation according to any one of claims 1 to 5 to a predetermined part of a concrete casting form, and forming a coating film (A);
Placing the concrete in the formwork on which the coating film is formed and curing (B);
Removing the mold, washing the mortar of the coating film component and uncured cement portion on the concrete surface with water, exposing the aggregate to a predetermined portion of the surface of the hardened concrete (C), and
A method for producing a concrete structure, which includes a step (D) of placing and hardening another concrete using a predetermined portion where the aggregate is exposed as a joining surface and connecting at least two hardened concretes.
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2008156131A (en) * | 2006-12-21 | 2008-07-10 | Oriental Shiraishi Corp | Spray liquid for cement setting retardation, method of treating concrete surface and method of manufacturing concrete structure |
JP5902339B1 (en) * | 2015-06-29 | 2016-04-13 | ヤブ原産業株式会社 | Powder composition and paste composition, and method for forming decorative aggregate layer |
US9969102B2 (en) | 2011-12-01 | 2018-05-15 | Gcp Applied Technologies Inc. | Composition and method for obtaining exposed aggregates in surfaces of moulded concrete and other cementitious materials |
US20190284398A1 (en) * | 2018-03-14 | 2019-09-19 | Sto Se & Co. Kgaa | Silicate coatings |
JP2019218219A (en) * | 2018-06-15 | 2019-12-26 | 株式会社イー・エム・ディ | Concrete surface washing treatment agent |
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JPH07206496A (en) * | 1994-01-14 | 1995-08-08 | Fujisawa Pharmaceut Co Ltd | Retarder for washing out and finishing method of concrete surface |
JPH09195510A (en) * | 1996-01-16 | 1997-07-29 | Ohbayashi Corp | Surfacing material for form |
JP2001106583A (en) * | 1999-10-06 | 2001-04-17 | Gaeart Kumagai Co Ltd | Surface treating agent for concrete and method for removing mortar on concrete surface using the same |
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Publication number | Priority date | Publication date | Assignee | Title |
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JPH07206496A (en) * | 1994-01-14 | 1995-08-08 | Fujisawa Pharmaceut Co Ltd | Retarder for washing out and finishing method of concrete surface |
JPH09195510A (en) * | 1996-01-16 | 1997-07-29 | Ohbayashi Corp | Surfacing material for form |
JP2001106583A (en) * | 1999-10-06 | 2001-04-17 | Gaeart Kumagai Co Ltd | Surface treating agent for concrete and method for removing mortar on concrete surface using the same |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008156131A (en) * | 2006-12-21 | 2008-07-10 | Oriental Shiraishi Corp | Spray liquid for cement setting retardation, method of treating concrete surface and method of manufacturing concrete structure |
US9969102B2 (en) | 2011-12-01 | 2018-05-15 | Gcp Applied Technologies Inc. | Composition and method for obtaining exposed aggregates in surfaces of moulded concrete and other cementitious materials |
JP5902339B1 (en) * | 2015-06-29 | 2016-04-13 | ヤブ原産業株式会社 | Powder composition and paste composition, and method for forming decorative aggregate layer |
JP2017014035A (en) * | 2015-06-29 | 2017-01-19 | ヤブ原産業株式会社 | Powder composition and paste composition, and method for forming decorative aggregate layer |
US20190284398A1 (en) * | 2018-03-14 | 2019-09-19 | Sto Se & Co. Kgaa | Silicate coatings |
JP2019218219A (en) * | 2018-06-15 | 2019-12-26 | 株式会社イー・エム・ディ | Concrete surface washing treatment agent |
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