JPH0466837B2 - - Google Patents

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Publication number
JPH0466837B2
JPH0466837B2 JP27503087A JP27503087A JPH0466837B2 JP H0466837 B2 JPH0466837 B2 JP H0466837B2 JP 27503087 A JP27503087 A JP 27503087A JP 27503087 A JP27503087 A JP 27503087A JP H0466837 B2 JPH0466837 B2 JP H0466837B2
Authority
JP
Japan
Prior art keywords
weight
mortar material
cement
mortar
less
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP27503087A
Other languages
Japanese (ja)
Other versions
JPH01119578A (en
Inventor
Toshiro Murata
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Murata Co Ltd
Original Assignee
Murata Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Murata Co Ltd filed Critical Murata Co Ltd
Priority to JP27503087A priority Critical patent/JPH01119578A/en
Publication of JPH01119578A publication Critical patent/JPH01119578A/en
Publication of JPH0466837B2 publication Critical patent/JPH0466837B2/ja
Granted legal-status Critical Current

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Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/45Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
    • C04B41/52Multiple coating or impregnating multiple coating or impregnating with the same composition or with compositions only differing in the concentration of the constituents, is classified as single coating or impregnation

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Aftertreatments Of Artificial And Natural Stones (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

(産業上の利用分野) 本発明は床材あるいは壁材などに用いるモルタ
ル材の施工方法に関する。 (従来の技術及びその問題点) 従来より床の仕上げには、打設したコンクリー
トの表面に合成樹脂のモルタル塗り床材が多く用
いられている。 これらの塗り床材は、その成分がエポキシ系、
ポリエステル系などであり、溶剤タイプである。 これらの樹脂モルタルは、塗り床材として要求
される各種条件を完全に満たすものはなく、例え
ば、エポキシ樹脂は施工性が悪く経済性に欠け、
ポリエステルは耐酸性には優れるがアルカリ性に
弱く、硬化時の収縮が大きい。 そのため現在使用している食品工場の床又はホ
テル、学校、病院の厨房などの耐水、耐薬品、耐
摩耗を求められる場所では、それらの使用状況に
完全には対応できず床表面の劣化、剥離などが多
く起つていた。 そのため、床の塗り直しが余儀なくさせられる
が、これらの床の塗り直しをする場合、従来の塗
り床材は素材が有機物質であるため、床を全面平
滑にして凹凸を除去し、完全乾燥させた上で、塗
り床材を塗らなければならず、施工に時間と人手
がかかり、また、施工時、シンナーを使用しなけ
ればならないため臭気や危険が伴うという欠点も
あつた。 これら従来の塗り床材の施工においては、まず
施工するコンクリートの表面を完全清掃(ケレ
ン)し、次いで付着増強シーラを塗布して、厚塗
用樹脂モルタルで不陸調整する。ここまでの工程
で1日を要する。 次ぎに表面を部分的にサンダー処理して、部分
的にシーラを塗布した後に、薄塗用の樹脂モルタ
ルで全面シゴキ塗りをする。ここまでの工程1日
を要する。特にこの工程では表面を平滑にするた
め、こてで表面を押さえなくてはならないため、
カラー化が困難となる。 施工3日目に至り、肌痩部分にシゴキ塗りをし
て、ペーパー処理して仕上げるのである。 このように従来の施工法によれば、多数の工程
を必要とし、かつ表面が完全に乾燥するまで、次
ぎの作業には移れないため3日の期間を要した。 (問題点を解決するための手段) 本発明は上記問題点を解決すべくなされたもの
で、第1発明はコンクリート表面を完全清掃した
後、該コンクリート表面に付着増強のためのシー
ラを塗布し、その後セメント60〜70重量%と、鉱
炉スラグ30〜40重量%の混合物に、0.8〜1.5重量
倍の割合で直径1mm以下の硬砂を均質混合してな
るモルタル材を所定の厚さ塗布することを特徴と
し、 第2発明はコンクリート表面を完全清掃した
後、該コンクリート表面に付着増強のためのシー
ラを塗布し、その後セメント60〜70重量%と、鉱
炉スラグ30〜40重量%の混合物に、0.8〜1.5重量
倍の割合で直径1mm以下の硬砂を均質混合してな
るモルタル材に樹脂液を混合し、該混合物を所定
の厚さ塗布することを特徴とする。 (発明の効果) 本発明のモルタル材の施工法によれば、施工時
の工程が少ないため施工期間が短縮すると共に、
施工が容易である。また施工後は、モルタル材の
表面強度が強く、耐水性、耐薬品性、耐久性、耐
候性に優れる。また付着性が強く容易に剥離しな
い等の効果を奏する。 (構成) まず、本発明に使用するモルタル材について説
明すると、本発明のモルタル材に使用されるセメ
ントは、高炉B種のセメントであり、このセメン
ト50〜60重量%と鉱炉スラグ50〜40重量%を混合
する。 鉱炉スラグはせん鉄製造の際に副生するもの
で、一般には重量比でSiO2を28〜38%,Al2O3
8〜18%,CaOを30〜45%,MgOを16%以下の
割合で含み、さらに他に少量のS,Mn,Oを含
んでいる。この鉱炉スラグは製品の微密性を高め
るためのもので、5ミクロン程度の微小粉末とす
る。 このセメントと鉱炉スラグを混合して主材とし
て用いてもよいが、日鉄セメント株式会社が商品
名NEM−Bとして市販しているモルタル材を主
材として用いてもよい。 この混合物に重量比で0.8〜1.5倍の硬度珪砂を
混合する。 この硬度珪砂は、サンドブレストの砂であり、
きわめて硬度が高いため施工後は製品の硬度を増
すものであり、4号(径1mm)20Kgと5号(径1
mm以下)を、例えば40Kgを混合すると良い。 この硬度珪砂は、例えば東邦オリビン株式会社
製の商品名オリビンサンドを用いればよい。 上記粘着添加材は、モルタル施工時の表面のば
らつきを押え、こてのはしりを良くしてモルタル
を塗りやすくする効果を有している。すなわちセ
メントの表面のハダ面を滑らかにする無機質の塗
り床材である。この粘着添加材は、信越化学株式
会社の市販する製品であるメトローズを用いても
よい。 また、上記テイリングは岩面の粉であり、こて
のすべりを良くするものである。 モルタル材をカラーにする場合は、米国スコツ
トフイールド社製の顔料を上記セメントと鉱炉ス
ラグの合計重量に対して4%混合すればよい。 施工においては、まず施工対象のコンクリート
表面を完全清掃し、この表面に付着増強シーラを
約10ミクロンの厚さで塗布する。ついで本発明の
モルタル材を厚さ約5mmでコンクリートの上に塗
布し固める。シーラとしては公知の水溶性樹脂ワ
ツクスのシーラ(例えば四国化研株式会社製の商
品名のクリヤシーラー)等を用いればよい。 このモルタル材の施工時には上記のモルタル材
25Kgに対して樹脂液5を加える。この樹脂液
は、ポリエチレンを例えば2に対し酢酸ビニルの
例えば8の混合物に対して、例えば3倍の水を加
えて攪拌混合して作成する。この樹脂液にはエチ
レン酢酸ビニル共重合体を使用することもでき
る。 このようにして施工すれば、約6時間で硬化し
表面硬度が出るため、その上で軽作業が出来るよ
うになる。また、この施工時にコンクリート表面
より10〜30mm離して型枠を配置し、この型枠とコ
ンクリートの間に本発明のモルタル材を流し込ん
で行うこともできる。 なお、カラー塗りの場合は、所望の顔料を添加
したモルタル材を塗布すればよい。この時、塗布
する現場が室内あるいは降雨のおそれのない場合
には、上述したようにこのままの状態で固化させ
ればよい。一方、塗布する現場が屋外で降雨のお
それがある場合には、モルタル材を塗布して約3
〜4時間後に、カラーアクリル液で仕上げ押えを
しモルタル表面に皮膜を構成する。その後、水溶
性アクリル系のカラー安定剤をモルタル材表面に
ローラまたはスプレーにて塗布し仕上げ塗りをす
ればモルタル材表面の退色を防止できる。 (実験例) まず高炉Bセメントを30Kgと鉱炉スラグ20Kgを
混合し(日鉄セメント社製の商品名NEM−B)、
この混合物と硬度珪砂(東邦オリビン社製の商品
名オリビンサンド)60Kgとを均質に混合攪拌して
モルタル主材を得た。 このように作成したモルタル主材に、0.1Kg
(50Kgに対して0.2%)の粘着添加材(信越化学社
製の商品名メトローズ)と、0.25Kg(50Kgに対し
て0.5%)のテイリングを混合する。 このようにして得られたモルタル材25Kgに対し
て樹脂液5を加える。この樹脂液は、ポリエチ
レンを例えば2に対し酢酸ビニルの例えば8の混
合物に対して、例えば3倍の水を加えて攪拌混合
して作成する。 このモルタル材を厚さ5mmで、厚さ約10ミクロ
ンのシーラを表面に塗布したコンクリートの上に
塗布し固め次の実験結果を得た。 試験項目 モルタル材の強さ試験、接着力試験、凍結融解
試験。 試験片 40×40×160mm 3体(曲げ・圧縮) 45×430×430mm 3体(接着力) 75×75×400mm 3体(凍結融解) 試験方法 (1) 曲げ強さ・圧縮強さ試験 JIS R 5201による。 (2) 接着力試験 コンクリート(厚さ40mm)板面にシーラを塗布
し、本発明のモルタル材を厚さ5mmに塗布した表
面をコンクリートコア採取機(75mm直径)で、深
さ約15mmまでカツトして、接着力試験用鋼板をエ
ポキシ樹脂系接着剤で接着し、室内温度20℃で3
日間養生し、センターホールオイルジヤツキ型ポ
ータブル接着力試験機(容量1500Kg)を使用し
て、接着力試験を行つた。 接着強さは次式によつて求めた。 接着強さ(kgf/cm2)=破断荷重(Kg)/接着面積(
cm2) (3) 凍結融解試験 ASTM C 666−75(水中における急速凍結融
解に対するコンクリート供試体の抵抗試験方法)
に準じて試験を行つたもので、凍結(コンクリー
ト供試体中心温度、−18℃)〜融解(コンクリー
ト供試体中心温度5℃)を1サイクルとして、
200サイクルまで実施した。 試験結果 試験の結果は表−1乃至表−6の通りである。
(Industrial Application Field) The present invention relates to a method for constructing mortar material used for flooring, walling, etc. (Prior Art and its Problems) Traditionally, for floor finishing, synthetic resin mortar coating on the surface of poured concrete has often been used. The ingredients of these floor coverings are epoxy,
It is polyester-based, etc., and is a solvent type. None of these resin mortars completely satisfies the various conditions required for floor coverings; for example, epoxy resins have poor workability and are uneconomical;
Polyester has excellent acid resistance, but is weak against alkalinity and shrinks significantly when cured. Therefore, in places where water resistance, chemical resistance, and abrasion resistance are required, such as food factory floors and hotel, school, and hospital kitchens, the floor surfaces cannot be fully adapted to the usage conditions, causing deterioration and peeling of the floor surface. Many such things were happening. Therefore, the floor has to be repainted, but when repainting these floors, the floor must be completely smoothed, any unevenness removed, and completely dried, as conventional flooring materials are made of organic materials. After that, the flooring material must be applied, which takes time and labor, and thinner must be used during construction, which has the disadvantage of being smelly and dangerous. In the construction of these conventional plastered flooring materials, the surface of the concrete to be constructed is first thoroughly cleaned (cleaned), then an adhesion-enhancing sealer is applied, and unevenness is adjusted with a thick coating resin mortar. The process up to this point takes one day. Next, the surface is partially sanded, a sealer is applied partially, and then the entire surface is coated with a thin coat of resin mortar. The process up to this point takes one day. Especially in this process, the surface must be pressed down with a trowel to make it smooth.
Colorization becomes difficult. On the third day of construction, the areas with thin skin are painted and treated with paper. As described above, the conventional construction method requires a large number of steps and takes three days because the next work cannot be started until the surface is completely dry. (Means for Solving the Problems) The present invention has been made to solve the above problems, and the first invention is to completely clean the concrete surface and then apply a sealer to the concrete surface to enhance adhesion. Then, a mortar material made by homogeneously mixing hard sand with a diameter of 1 mm or less at a ratio of 0.8 to 1.5 times the weight to a mixture of 60 to 70% by weight of cement and 30 to 40% by weight of mineral furnace slag is applied to a predetermined thickness. The second invention is characterized in that after completely cleaning the concrete surface, a sealer is applied to the concrete surface to enhance adhesion, and then 60 to 70% by weight of cement and 30 to 40% by weight of mineral furnace slag are applied. It is characterized in that a resin liquid is mixed into a mortar material made by homogeneously mixing hard sand with a diameter of 1 mm or less in a ratio of 0.8 to 1.5 times the weight of the mixture, and the mixture is applied to a predetermined thickness. (Effects of the invention) According to the mortar material construction method of the present invention, there are fewer steps during construction, so the construction period is shortened, and
Construction is easy. Furthermore, after construction, the mortar material has a strong surface strength and is excellent in water resistance, chemical resistance, durability, and weather resistance. It also has strong adhesion and does not peel off easily. (Structure) First, to explain the mortar material used in the present invention, the cement used in the mortar material of the present invention is blast furnace B type cement, and 50 to 60% by weight of this cement and 50 to 40% by weight of mineral furnace slag. Mix % by weight. Mineral furnace slag is a by-product during the production of drilled iron, and generally contains 28-38% SiO 2 , 8-18% Al 2 O 3 , 30-45% CaO, and 16% MgO by weight. It contains S, Mn, and O in the following proportions, and also contains small amounts of S, Mn, and O. This furnace slag is used to improve the fineness of the product, and is made into a fine powder of about 5 microns. This cement and furnace slag may be mixed and used as the main material, but a mortar material marketed by Nippon Steel Cement Co., Ltd. under the trade name NEM-B may also be used as the main material. This mixture is mixed with silica sand having a hardness of 0.8 to 1.5 times by weight. This hardness silica sand is sandbreasted sand,
Due to its extremely high hardness, the hardness of the product increases after installation.
mm or less), for example, 40 kg. As this hard silica sand, for example, Olivine Sand (trade name, manufactured by Toho Olivine Co., Ltd.) may be used. The above-mentioned adhesive additive has the effect of suppressing surface variations during mortar application, improving the tip of the trowel, and making mortar easier to apply. In other words, it is an inorganic flooring material that smooths the rough surface of cement. As this adhesive additive, Metrose, which is a commercially available product of Shin-Etsu Chemical Co., Ltd., may be used. Furthermore, the tailings mentioned above are powder on the rock surface, which improves the slippage of the trowel. If the mortar material is to be colored, it is sufficient to mix 4% of the pigment made by Scottsfield, Inc., based on the total weight of the cement and furnace slag. During construction, the concrete surface to be constructed is first thoroughly cleaned, and an adhesion-enhancing sealer is applied to this surface to a thickness of approximately 10 microns. Next, the mortar material of the present invention is applied to a thickness of about 5 mm on the concrete and hardened. As the sealer, a known water-soluble resin wax sealer (for example, Clear Sealer, a trade name manufactured by Shikoku Kaken Co., Ltd.) may be used. When constructing this mortar material, use the mortar material mentioned above.
Add 5 parts of resin liquid to 25 kg. This resin liquid is prepared by adding, for example, three times as much water to a mixture of, for example, two parts polyethylene and eight parts vinyl acetate, and stirring and mixing the mixture. Ethylene-vinyl acetate copolymer can also be used in this resin liquid. If applied in this way, it will harden in about 6 hours and the surface will become hard, allowing light work to be done on top of it. Further, during this construction, a formwork may be placed 10 to 30 mm apart from the concrete surface, and the mortar material of the present invention may be poured between the formwork and the concrete. In the case of color coating, a mortar material containing a desired pigment may be applied. At this time, if the coating site is indoors or there is no risk of rain, it is sufficient to allow the coating to solidify as is, as described above. On the other hand, if the site to be coated is outdoors and there is a risk of rain, apply mortar material and
After ~4 hours, finish pressing with colored acrylic liquid to form a film on the mortar surface. Thereafter, discoloration of the surface of the mortar can be prevented by applying a water-soluble acrylic color stabilizer to the surface of the mortar using a roller or spray for a finishing coat. (Experiment example) First, mix 30 kg of blast furnace B cement and 20 kg of mineral furnace slag (product name NEM-B manufactured by Nippon Steel Cement Co., Ltd.).
This mixture and 60 kg of hard silica sand (trade name: Olivine Sand, manufactured by Toho Olivine Co., Ltd.) were homogeneously mixed and stirred to obtain a mortar main material. 0.1Kg is added to the mortar main material created in this way.
(0.2% for 50Kg) of adhesion additive (trade name Metrose, manufactured by Shin-Etsu Chemical Co., Ltd.) and 0.25Kg (0.5% for 50Kg) of tailing are mixed. Resin liquid 5 was added to 25 kg of mortar material thus obtained. This resin liquid is prepared by adding, for example, three times as much water to a mixture of, for example, two parts polyethylene and eight parts vinyl acetate, and stirring and mixing the mixture. This mortar material was applied to a thickness of 5 mm on concrete whose surface had been coated with a sealer approximately 10 microns thick, and hardened to obtain the following experimental results. Test items Mortar material strength test, adhesion test, freeze-thaw test. Test piece 40×40×160mm 3 pieces (bending/compression) 45×430×430mm 3 pieces (adhesion) 75×75×400mm 3 pieces (freeze-thaw) Test method (1) Bending strength/compressive strength test JIS According to R 5201. (2) Adhesion test A sealer was applied to the surface of a concrete (40 mm thick) plate, and the surface coated with the mortar material of the present invention to a thickness of 5 mm was cut to a depth of approximately 15 mm using a concrete core extractor (75 mm diameter). Then, the steel plate for adhesion test was glued with epoxy resin adhesive, and the temperature was 30°C at room temperature of 20°C.
After curing for one day, an adhesive force test was conducted using a center hole oil jack type portable adhesive force tester (capacity 1500 kg). Adhesive strength was determined using the following formula. Adhesive strength (kgf/cm 2 ) = Breaking load (Kg) / Adhesive area (
cm 2 ) (3) Freeze-thaw test ASTM C 666-75 (Test method for resistance of concrete specimens to rapid freeze-thaw in water)
The test was conducted in accordance with
It was carried out up to 200 cycles. Test Results The test results are shown in Tables 1 to 6.

【表】【table】

【表】【table】

【表】【table】

【表】【table】

【表】【table】

【表】 表面観察 90サイクル終了時に、各供試体の表面に多少の
はく落が認められる。 90サイクル終了時から200サイクル終了時に至
る各試験サイクルの経過において、各供試体のは
く落は徐々に広がる傾向が認められる。 ※各供試体の重量測定、相対動弾性係数の測定お
よび表面観察は、各試験サイクル終了直後に行つ
たものである。
[Table] Surface observation At the end of 90 cycles, some flaking is observed on the surface of each specimen. Over the course of each test cycle from the end of the 90th cycle to the end of the 200th cycle, it is observed that the flaking of each specimen tends to gradually spread. *The weight measurement, relative dynamic elastic modulus measurement, and surface observation of each specimen were performed immediately after the end of each test cycle.

Claims (1)

【特許請求の範囲】 1 コンクリート表面を完全清掃した後、該コン
クリート表面に付着増強のためのシーラを塗布
し、その後セメント60〜70重量%と、鉱炉スラグ
30〜40重量%の混合物に、0.8〜1.5重量倍の割合
で直径1mm以下の硬砂を均質混合してなるモルタ
ル材を所定の厚さ塗布するモルタル材の施工方
法。 2 前記セメントと鉱炉スラグの混合物重量に対
し、粘着添加材0.3%以下とテイリング0.7%以下
を混合したことを特徴とする特許請求の範囲第1
項記載のモルタル材の施工方法。 3 コンクリート表面を完全清掃した後、該コン
クリート表面に付着増強のためのシーラを塗布
し、その後セメント60〜70重量%と、鉱炉スラグ
30〜40重量%の混合物に、0.8〜1.5重量倍の割合
で直径1mm以下の硬砂を均質混合してなるモルタ
ル材に樹脂液を混合し、該混合物を所定の厚さ塗
布するモルタル材の施工方法。 4 前記セメントと鉱炉スラグの混合物重量に対
し、粘着添加材0.3%以下とテイリング0.7%以下
を混合したことを特徴とする特許請求の範囲第3
項記載のモルタル材の施工方法。
[Claims] 1. After completely cleaning the concrete surface, a sealer is applied to the concrete surface to enhance adhesion, and then 60 to 70% by weight of cement and mineral furnace slag are applied.
A method of constructing mortar material by applying a predetermined thickness of mortar material made by homogeneously mixing hard sand with a diameter of 1 mm or less at a ratio of 0.8 to 1.5 times the weight to a mixture of 30 to 40% by weight. 2. Claim 1, characterized in that 0.3% or less of the adhesion additive and 0.7% or less of the tailing material are mixed with respect to the weight of the mixture of cement and mineral furnace slag.
Construction method of mortar material described in section. 3 After thoroughly cleaning the concrete surface, apply a sealer to the concrete surface to enhance adhesion, and then add 60 to 70% by weight of cement and furnace slag.
Mortar material is made by mixing a resin liquid into a mortar material made by homogeneously mixing 30 to 40% by weight of hard sand with a diameter of 1 mm or less at a ratio of 0.8 to 1.5 times the weight, and applying the mixture to a predetermined thickness. Construction method. 4. Claim 3, characterized in that 0.3% or less of the adhesion additive and 0.7% or less of the tailings are mixed with respect to the weight of the mixture of cement and mineral furnace slag.
Construction method of mortar material described in section.
JP27503087A 1987-10-30 1987-10-30 Method for applying mortar material Granted JPH01119578A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27503087A JPH01119578A (en) 1987-10-30 1987-10-30 Method for applying mortar material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27503087A JPH01119578A (en) 1987-10-30 1987-10-30 Method for applying mortar material

Publications (2)

Publication Number Publication Date
JPH01119578A JPH01119578A (en) 1989-05-11
JPH0466837B2 true JPH0466837B2 (en) 1992-10-26

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP27503087A Granted JPH01119578A (en) 1987-10-30 1987-10-30 Method for applying mortar material

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JP (1) JPH01119578A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03218990A (en) * 1990-01-22 1991-09-26 Nippon Serauei Kaihatsu Kk Decorative method for cement secondary product
ES2380414T3 (en) 1999-01-29 2012-05-11 Sika Technology Ag Procedure for reducing shrinkage of hydraulic binding agents

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Publication number Publication date
JPH01119578A (en) 1989-05-11

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