JP2017179986A - Working method of high strength mortar for repairing high strength concrete building frame - Google Patents
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Abstract
Description
本発明は、集合住宅等を構築する高強度コンクリート躯体を左官補修するときに用いる高強度モルタルの設置方法に関する。 The present invention relates to a method for installing a high-strength mortar used when plastering a high-strength concrete frame for constructing a housing complex.
従来から、集合住宅等の左官補修材料としては、圧縮強度が６０Ｎ／ｍｍ２以下のポリマーセメントモルタル（Polymer-Cement Mortar，ＰＣＭ）が一般的であった。一方、近年の集合住宅等では、設計基準強度が６０Ｎ／ｍｍ２を超える高強度かつ表層が緻密なコンクリート（以下、「高強度コンクリート」ともいう。）が用いられてきた。 Conventionally, polymer cement mortar (Polymer-Cement Mortar, PCM) having a compressive strength of 60 N / mm 2 or less has been common as a plastering repair material for apartment houses. On the other hand, in recent apartment houses and the like, concrete having a high strength and a fine surface layer (hereinafter also referred to as “high-strength concrete”) having a design standard strength exceeding 60 N / mm 2 has been used.
例えば、高い圧縮軸力が作用する高層鉄筋コンクリート造建築物の下層階の柱やプレストレスコンクリート部材に高強度コンクリートが採用されだし、２００１年頃から高強度コンクリートを用いた集合住宅が首都圏や近畿圏を中心に多く建設されてきた。そして、その当時に施工された集合住宅は、大規模修繕工事が必要な築年数が経過し、高強度コンクリートを用いた躯体の補修も必要になってきた。 For example, high-strength concrete is used for the lower floor pillars and prestressed concrete members of high-rise reinforced concrete buildings where high compressive axial force acts. From around 2001, apartment buildings using high-strength concrete have been used in the Tokyo metropolitan area and Kinki area. Many have been built around. And the apartment house constructed at that time has been old enough to require large-scale repair work, and it has become necessary to repair the frame using high-strength concrete.
また、２０１１年の東日本大震災では、長周期地震により固有周期の長い超高層物件の躯体が変形し、高強度コンクリートの表層が剥がれ落ちることもあった。そのため、既存の建築物に採用されている高強度コンクリートの補修の必要性も高まってきた。 In addition, in the 2011 Great East Japan Earthquake, a long period earthquake caused deformation of the structure of a super high-rise building with a long natural period, and the surface layer of high-strength concrete was peeled off. Therefore, the need for repairing high-strength concrete used in existing buildings has also increased.
さらに、新築物件においては、施工の工程上の都合により、プレキャストコンクリート製品（ＰＣａ）を採用することが多い。そのため、ＰＣａの据え付け精度等によっては、施工中でも高強度コンクリート部分を補修することがあった。 Furthermore, precast concrete products (PCa) are often employed in newly built properties due to the construction process. Therefore, depending on the installation accuracy of PCa, the high-strength concrete part may be repaired even during construction.
一般的に、躯体部分のコンクリートの断面欠損等に対する補修は、「平成１３年国土交通省告示第１３７２号・第１項」に示された試験性能（ＪＩＳＡ１１７１の試験方法で、曲げ強さ６Ｎ／ｍｍ２・圧縮強度２０Ｎ／ｍｍ２・接着強度１Ｎ／ｍｍ２・接着耐久性１Ｎ／ｍｍ２の基準数値を全て満足する性能）を有し、かつ「平成１２年建設省告示１３９９号・第２項」に基づき防火上支障がないことを実験等により確認したポリマーセメントで対応されてきた（但し、補修の断面積が大きい場合（断面積の３０％までの補修）は、母材と同等以上の圧縮強度がポリマーセメントモルタルに求められる）。 In general, repairs to the cross-sectional defects of concrete in the frame part are carried out according to the test performance indicated in “Ministry of Land, Infrastructure, Transport and Tourism Notification No. 1372 No. 1 of 2001” (Test method of JISA 1171, bending strength 6N / mm 2 · compression strength 20 N / mm 2 · adhesive strength 1N / mm 2 · adhesion durability 1N / mm have all satisfactory performance) the second reference number, and "2000 the Ministry of Construction notice 1399 No. · second In the case of polymer cement, which has been confirmed by experiments to confirm that there is no problem in fire prevention based on the item, if the cross-sectional area of the repair is large (up to 30% of the cross-sectional area), it is equal to or greater than that of the base material. Is required for polymer cement mortar).
しかしながら、高強度コンクリートの躯体と同程度の圧縮強度を有する左官用の補修材料はあまり存在せず、圧縮強度６０Ｎ／ｍｍ２程度の製品が数品種存在する程度だった。このため、高強度コンクリートの躯体に対する補修には、従来のポリマーセメントモルタルを使用せざるを得なかったが、高強度コンクリートに対する接着性や付着後の耐久性等は検証されていなかった。 However, there are not many plastering repair materials having a compressive strength comparable to that of a high-strength concrete frame, and there are only a few varieties of products with a compressive strength of about 60 N / mm 2 . For this reason, the conventional polymer cement mortar must be used for repairing the high-strength concrete frame, but the adhesiveness to the high-strength concrete, durability after adhesion, etc. have not been verified.
そこで、薄層の水溶性接着材が裏面側に一体化された立体繊維網目シートを、表面に水を散布したコンクリートに貼り付けることにより、水溶性接着材が立体繊維網目シートを仮止めすると共に、モルタルが立体繊維網目シートに塗りこまれるため、ドライアウト防止用の吸水調整材を塗布することなくモルタルをコンクリートに接着することができる発想が提案されている（例えば、特許文献１参照。）。 Therefore, by attaching a three-dimensional fiber network sheet in which a thin layer of water-soluble adhesive is integrated on the back side to concrete with water sprayed on the surface, the water-soluble adhesive temporarily fixes the three-dimensional fiber network sheet. In addition, since the mortar is applied to the three-dimensional fiber network sheet, there has been proposed an idea capable of adhering the mortar to the concrete without applying a water absorption adjusting material for preventing dryout (see, for example, Patent Document 1). .
また、躯体コンクリートの表面に対し、ドライアウト防止用にポリマーディスパージョンやエポキシ樹脂プライマーを散布する下地処理を行い、その後、セメント、骨材、保水剤及びポリマーを含有した下地調整モルタルを塗布し、さらにこの下地調整モルタルの表面に対して略同等の下地処理を行い、その後、下地調整モルタルと略同素材からなる仕上げモルタルを塗布する発想が提案されている（例えば、特許文献２参照。）。 In addition, the surface of the concrete frame is subjected to a base treatment by spraying a polymer dispersion or an epoxy resin primer to prevent dryout, and then a base preparation mortar containing cement, aggregate, water retention agent and polymer is applied, Further, an idea has been proposed in which the surface of the ground preparation mortar is subjected to substantially the same ground treatment, and then a finishing mortar made of substantially the same material as the ground conditioning mortar is applied (for example, see Patent Document 2).
しかしながら、上述した従来技術は、いずれも高強度コンクリート躯体に対する補修の可否が不明である。すなわち、高強度コンクリートの補修に適したポリマーセメントモルタル（以下、「高強度モルタル」ともいう。）としては、圧縮強度が１００Ｎ／ｍｍ２程度必要であり、この程度の圧縮強度を実現するには種々の課題を解決しなければならない。 However, it is unclear whether the above-described conventional techniques can be repaired to a high-strength concrete frame. That is, a polymer cement mortar suitable for repairing high-strength concrete (hereinafter, also referred to as “high-strength mortar”) requires a compressive strength of about 100 N / mm 2 , and in order to achieve this level of compressive strength. Various problems must be solved.
まず、高強度モルタルの接着性及び施工性に関する課題がある。高強度コンクリートの表面は緻密なため、接着性を確保するには高強度モルタルのポリマー比を高めて粘性を大きくする必要がある。一方、ポリマー比が高くモルタルの粘性が大き過ぎると、左官鏝にべたつき塗り難くなるため施工性が悪くなる。 First, there are problems regarding the adhesiveness and workability of high-strength mortar. Since the surface of the high-strength concrete is dense, it is necessary to increase the viscosity by increasing the polymer ratio of the high-strength mortar to ensure adhesion. On the other hand, if the polymer ratio is high and the viscosity of the mortar is too large, it becomes difficult to paint on the plasterer and the workability is deteriorated.
次に、高強度モルタルの接着性及び防火性に関する課題がある。高強度コンクリートに対する高強度モルタルの接着性を確保するためにポリマー比を高めると、有機分が多くなり防火性が低くなる。さらに、高強度モルタルの施工時には、一般的に吸水調整材が下地処理に用いられるが、吸水調整材により形成されるポリマー被膜は熱により劣化し易いため、火災時にコンクリート界面で剥離し易い。 Next, there are problems regarding the adhesiveness and fire resistance of high-strength mortar. If the polymer ratio is increased to ensure the adhesion of the high strength mortar to the high strength concrete, the organic content increases and the fire resistance decreases. Furthermore, when a high-strength mortar is constructed, a water absorption adjusting material is generally used for the base treatment. However, since the polymer film formed by the water absorption adjusting material is easily deteriorated by heat, it is easily peeled off at the concrete interface during a fire.
そして、高強度モルタルの強度性及び表面の湿潤性に関する課題がある。高強度コンクリートに対する高強度モルタルの強度を高めるには、高強度モルタルが含有するセメントに対する加水量を極力減らすため、一般的に減水剤を使用する必要がある。加水量が下がれば、その分施工性も向上する。一方、加水量が少なすぎると、セメント等の結合水を除いた余剰水が少なくなるため、モルタル表面の適度な湿潤性が保たれないことに起因するプラスチック収縮ひび割れが発生し易い。 And there exists a subject regarding the strength property of a high intensity | strength mortar and the wettability of the surface. In order to increase the strength of the high-strength mortar against high-strength concrete, it is generally necessary to use a water reducing agent in order to reduce the amount of water added to the cement contained in the high-strength mortar as much as possible. If the amount of water decreases, the workability will be improved accordingly. On the other hand, when the amount of water added is too small, excess water excluding the binding water such as cement is reduced, so that plastic shrinkage cracks are likely to occur due to the fact that adequate wettability of the mortar surface cannot be maintained.
そこで、本発明の第一の目的は、高強度コンクリートに対する接着性、左官鏝による施工性及び防火性を満足する高強度コンクリート躯体に対する補修用高強度モルタルの設置方法を提供することにある。また、本発明の第二の目的は、高強度コンクリートに見合った強度を有し、プラスチック収縮ひび割れが起こり難い表面の湿潤性を満足する高強度コンクリート躯体に対する補修用高強度モルタルの設置方法を提供することにある。 Accordingly, a first object of the present invention is to provide a method for installing a high-strength mortar for repairing a high-strength concrete frame that satisfies adhesiveness to high-strength concrete, workability by a plasterer and fire prevention. In addition, the second object of the present invention is to provide a method for installing a high strength mortar for repairing to a high strength concrete frame having a strength suitable for high strength concrete and satisfying the wettability of the surface where plastic shrinkage cracking hardly occurs. There is to do.
上記課題を解決するために、本発明による高強度コンクリート躯体に対する補修用高強度モルタルの設置方法は、高強度コンクリート躯体の表面に、補修用高強度モルタルよりポリマー比が高い仲介接着用下塗材を塗布し、上記仲介接着用下塗材の硬化後、上記仲介接着用下塗材の上から上記補修用高強度モルタルを施工することを特徴としている。 In order to solve the above-mentioned problems, the method of installing a high strength mortar for repairing to a high strength concrete frame according to the present invention is to apply a primer for mediating adhesion having a polymer ratio higher than that of the high strength mortar for repairing on the surface of the high strength concrete frame. After the coating and curing of the intermediate adhesive primer, the repairing high-strength mortar is applied on the intermediate adhesive primer.
また、上記仲介接着用下塗材は、セメントと、ポリマーディスパージョン又は再乳化形粉末樹脂とを含有してなり、上記仲介接着用下塗材には、上記仲介接着用下塗材に対して上記セメントが３０〜６０重量％、上記セメントに対して上記ポリマーディスパージョン又は再乳化形粉末樹脂が固形分換算で６〜１５重量％含有されていることが望ましい。 Further, the mediating adhesive primer comprises a cement and a polymer dispersion or a re-emulsified powder resin. The mediating adhesive primer includes the cement with respect to the mediating adhesive primer. It is desirable that the polymer dispersion or the re-emulsified powder resin is contained in an amount of 30 to 60% by weight and 6 to 15% by weight in terms of solid content with respect to the cement.
また、上記仲介接着用下塗材を、上記高強度コンクリート躯体の表面に１〜３ｋｇ／ｍ２塗布することが望ましい。 Moreover, it is desirable to apply 1 to 3 kg / m 2 of the intermediate adhesive primer to the surface of the high-strength concrete frame.
また、上記補修用高強度モルタルは、セメントと、特殊湿潤材とを少なくとも含有してなり、上記補修用高強度モルタルには、上記補修用高強度モルタルに対して上記セメントが２５〜５０重量％、上記セメントに対して上記特殊湿潤材が０．１〜１．０重量％含有されていることが望ましい。 The high-strength mortar for repair contains at least a cement and a special wetting material. The high-strength mortar for repair contains 25 to 50% by weight of the cement with respect to the high-strength mortar for repair. The special wetting material is preferably contained in the cement in an amount of 0.1 to 1.0% by weight.
また、上記補修用高強度モルタルは、さらに重量骨材と、ポリマーディスパージョン又は再乳化形粉末樹脂とを含有してなり、上記補修用高強度モルタルには、上記補修用高強度モルタルに対して上記重量骨材が３０〜７０重量％、上記セメントに対して上記ポリマーディスパージョン又は再乳化形粉末樹脂が固形分換算で１〜３重量％含有されており、上記重量骨材は、絶乾比重が３．０〜４．０ｇ／ｃｍ３、かつ粒子径が０．２〜２．５ｍｍであることが望ましい。 The high-strength mortar for repair further comprises a heavy aggregate and a polymer dispersion or a re-emulsified powder resin. The high-strength mortar for repair includes the high-strength mortar for repair. The weight aggregate is 30 to 70% by weight, and the polymer dispersion or re-emulsified powder resin is contained in an amount of 1 to 3% by weight in terms of solid content with respect to the cement. Is preferably 3.0 to 4.0 g / cm 3 , and the particle diameter is preferably 0.2 to 2.5 mm.
また、上記補修用高強度モルタルを、左官鏝で上記接着用下塗材の上から厚さ５〜５０ｍｍ施工することが望ましい。 Moreover, it is desirable that the high-strength mortar for repair is applied with a thickness of 5 to 50 mm from above the bonding primer with a plasterer.
また、上記補修用高強度モルタルの圧縮強度は、６０〜１１０Ｎ／ｍｍ２であることが望ましい。 The compressive strength of the high strength mortar for repair is preferably 60 to 110 N / mm 2 .
「高強度コンクリート躯体」における「躯体」とは、集合住宅を含む建築物の構造体を意味し、例えば、基礎、基礎ぐい、壁、柱、梁、小屋組、土台、床、屋根が該当してもよい。「高強度コンクリート躯体」の圧縮強度は、従来から高強度とされる６０Ｎ／ｍｍ２から、超高層建築物の１階の柱に使用されてきた１００Ｎ／ｍｍ２までもよく、さらに１００Ｎ／ｍｍ２を超えてもよく、例えば、１００〜２００Ｎ／ｍｍ２でもよい。 The term “frame” in the “high-strength concrete frame” means the structure of a building including apartment buildings, for example, foundations, foundation piles, walls, columns, beams, huts, foundations, floors, and roofs. May be. The compressive strength of the “high-strength concrete frame” may be from 60 N / mm 2 , which is conventionally considered to be high strength, to 100 N / mm 2 which has been used for the first floor pillars of super high-rise buildings, and further 100 N / mm. 2 may be exceeded, for example, 100-200 N / mm < 2 > may be sufficient.
「補修用高強度モルタル」における「補修」とは、高強度コンクリートの凹部を充填し修復することを意味してもよく、例えば、集合住宅の大規模修繕を含む定期的に行われる作業や火災又は地震の影響により突発的に行われる作業を示してもよい。補修箇所としては、例えば、躯体表面のひび割れ箇所、陥没箇所又は欠損箇所が該当してもよい。 “Repair” in “high-strength mortar for repair” may mean filling and repairing recesses in high-strength concrete. For example, work or fires that are performed regularly, including large-scale repairs of apartment buildings. Or the work performed suddenly by the influence of an earthquake may be shown. As a repair location, for example, a crack location, a depression location or a loss location on the surface of the housing may be applicable.
「仲介接着用下塗材の硬化後」とは、例えば、高強度コンクリートの表面に貼り付いて容易に除去できない状態、かつ表層に微細な凹凸面が形成され補修用高強度モルタルに対して投錨効果を発揮できる状態を意味してもよい。「微細な凹凸面」が形成されるのは、仲介接着用下塗材を左官鏝等で施工した場合、高強度コンクリートの表面と同じような鏡面に仕上げることは難しく、必然的に適度な粗面仕上げとなるためである。「硬化」の度合いは、例えば、少なくとも表面に爪を立てて跡が残らない状態が最低条件であり、高強度コンクリート躯体における傾斜部分又は垂直部分に左官鏝で施工した補修用高強度モルタルが落ちない程度でもよい。 “After curing of intermediary adhesive primer” means, for example, a state where it cannot be easily removed by sticking to the surface of high-strength concrete, and a fine uneven surface is formed on the surface layer, and anchoring effect on high-strength mortar for repair It may mean a state in which can be exhibited. “Fine uneven surface” is formed when it is difficult to finish a mirror surface similar to the surface of high-strength concrete when an intermediate primer is applied with a plasterer etc. This is for finishing. The degree of “curing” is, for example, the minimum condition where at least nail is left on the surface and no trace remains, and the high-strength mortar for repair applied by the plasterer on the inclined or vertical part of the high-strength concrete frame falls. There may be no degree.
仲介接着用下塗材や補修用高強度モルタルに混和される「セメント」は、例えば、普通ポルトランドセメント、早強ポルトランドセメント、超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、低熱ポルトランドセメント、シリカフュームセメント、耐硫酸塩ポルトランドセメント、フライアッシュセメント、高炉セメント、白色ポルトランドセメント、アルミナセメントのうちの単一セメント又はこれらを含むセメントが該当してもよい。 “Cement” mixed with intermediary adhesive primer and repair high-strength mortar includes, for example, ordinary Portland cement, early-strength Portland cement, ultra-early-strength Portland cement, medium heat Portland cement, low heat Portland cement, silica fume cement, A single cement of sulfate portland cement, fly ash cement, blast furnace cement, white portland cement, alumina cement or a cement containing these may be applicable.
接着用下塗材や補修用高強度モルタルに混和される「ポリマーディスパージョン」は、例えば、スチレンブタジエンゴム（Styrene-Butadiene Rubber，ＳＢＲ）ラテックス系合成高分子エマルジョン、ポリアクリル酸エステル系エマルジョン、エチレン・酢酸ビニル共重合体（Ethylene Vinyl Acetate，ＥＶＡ）系エマルジョンのうちの単一エマルジョン又はこれらを含むエマルジョンが該当してもよく、ＪＩＳＡ６２０３に適合するもの又はこれと同等以上の性能を有するものであればいずれでもよい。また、「再乳化形粉末樹脂」は、例えば、ポリアクリル酸エステル、エチレン酢酸ビニル又は酢酸ビニル／バーサチック酸ビニルエステル等を主成分とする粉末状の樹脂が該当してもよく、ＪＩＳＡ６２０３に例示されるものであればいずれでもよく、水を加えるとエマルジョンとなる粉末樹脂を意味してもよい。 “Polymer dispersion” to be mixed with adhesive primer and high-strength mortar for repair includes, for example, styrene butadiene rubber (SBR) latex synthetic polymer emulsion, polyacrylate emulsion, ethylene A single emulsion of an ethylene acetate copolymer (Ethylene Vinyl Acetate, EVA) or an emulsion containing these may be applicable, as long as it conforms to JIS A6203 or has performance equivalent to or higher than this. Either is acceptable. The “re-emulsifying powder resin” may be, for example, a powdery resin mainly composed of polyacrylic acid ester, ethylene vinyl acetate or vinyl acetate / versaic acid vinyl ester, and is exemplified in JIS A6203. Any of them may be used, and it may mean a powder resin that becomes an emulsion when water is added thereto.
補修用高強度モルタルに混和される「特殊湿潤材」とは、例えば、ポリアクリル酸、ポリアクリル酸ナトリウム、アクリル酸/マレイン酸共重合体塩、尿素、ポリエチレングリコールが該当してもよい。 The “special wetting material” mixed in the high-strength mortar for repair may be, for example, polyacrylic acid, sodium polyacrylate, acrylic acid / maleic acid copolymer salt, urea, or polyethylene glycol.
補修用高強度モルタルに混和される「重量骨材」とは、絶乾比重が３．０ｇ／ｃｍ３を超える骨材を意味し、例えば、フェロニッケルスラグ、ガーネット、銅スラグ、磁鉄鉱、砂鉄、酸化スラグが該当してもよい。
なお、通常使用される「骨材」は、絶乾比重が３．０ｇ／ｃｍ３未満（２．５〜２．８ｇ／ｃｍ３）であって、例えば、砂、砂利、砕石が該当してもよい。
“Heavy aggregate” mixed in high strength mortar for repair means an aggregate having an absolute dry specific gravity exceeding 3.0 g / cm 3 , for example, ferronickel slag, garnet, copper slag, magnetite, iron sand, Oxidized slag may be applicable.
Note that “aggregates” that are usually used have an absolute dry specific gravity of less than 3.0 g / cm 3 (2.5 to 2.8 g / cm 3 ), for example, sand, gravel, and crushed stone. Also good.
仲介接着用下塗材に対して「セメント」の混合割合を「３０〜６０重量％」としたのは、３０重量％未満では、高強度コンクリート躯体面に対する仲介接着用下塗材の接着性が非常に低くなり、６０重量％を超えると、薄塗でも仲介接着用下塗材のひび割れ発生の恐れが高まるからである。このため、この混合割合は、４０〜５０重量％でもよい。 The mixing ratio of “cement” to the intermediary adhesive primer is “30 to 60% by weight”. When the mixing ratio is less than 30% by weight, the adhesiveness of the intermediary adhesive primer to the surface of the high-strength concrete frame is very high. This is because if it is lower and exceeds 60% by weight, there is an increased risk of cracking in the base material for mediating adhesion even with thin coating. For this reason, the mixing ratio may be 40 to 50% by weight.
仲介接着用下塗材に混和したセメントに対して「ポリマーディスパージョン又は再乳化形粉末樹脂」の混合割合を固形分換算で「６〜１５重量％」としたのは、６重量％未満では、高強度コンクリート躯体面に対する仲介接着用下塗材の接着性が非常に低くなり、１５重量％を超えると、仲介接着用下塗材のポリマー比が多すぎることで、補修用高強度モルタルの接着性が悪くなるからである。このため、この混合割合は、８〜１２重量％でもよい。 The mixing ratio of “polymer dispersion or re-emulsified powder resin” with respect to the cement mixed with the intermediate adhesive primer is “6 to 15% by weight” in terms of solid content. Adhesiveness of intermediary adhesive primer to the surface of high-strength concrete is extremely low. If it exceeds 15% by weight, the adhesive ratio of the high-strength mortar for repairing is poor due to the excessive polymer ratio of the intermediary adhesive primer. Because it becomes. Therefore, the mixing ratio may be 8 to 12% by weight.
高強度コンクリート躯体の表面に塗布する仲介接着用下塗材の量を「１〜３ｋｇ／ｍ２」としたのは、１ｋｇ／ｍ２未満では、高強度コンクリート面に対する仲介接着用下塗材の接着強度が安定せず、又は補修用高強度モルタルの自重や乾燥収縮に耐えられない恐れがあり、３ｋｇ／ｍ２を超えると、補修用高強度モルタルとの組み合わせによる防火性が悪くなるからである（特に、補修用高強度モルタルの塗り厚さが小さい場合）。このため、この量は、１．５〜２．５ｋｇ／ｍ２でもよい。 Adhesive strength of the high strength concrete of the amount of intermediary bonding undercoat material to be applied to the surface of the skeleton and the "1 to 3 kg / m 2" is, 1 kg / m is less than 2, mediated adhesion for the undercoat material for high strength concrete surfaces Is not stable or may not be able to withstand the dead weight or drying shrinkage of the high strength mortar for repair, and if it exceeds 3 kg / m 2 , the fire resistance due to the combination with the high strength mortar for repair deteriorates ( Especially when the high-strength mortar for repair is thin. Therefore, this amount may be 1.5 to 2.5 kg / m 2 .
補修用高強度モルタルに対して「セメント」の混合割合を「２５〜５０重量％」としたのは、２５重量％未満では、補修用高強度モルタルの目標とする圧縮強度が発現せず、５０重量％を超えると、補修用高強度モルタルの乾燥収縮が大きくなり、ひび割れ発生の恐れが高まるからである。このため、この混合割合は、３０〜４０重量％でもよい。 The reason why the mixing ratio of “cement” with respect to the high-strength mortar for repair was set to “25 to 50% by weight” is that the target compressive strength of the high-strength mortar for repair is not expressed when it is less than 25% by weight. This is because when the content exceeds% by weight, the drying shrinkage of the high-strength mortar for repair increases and the risk of cracking increases. For this reason, the mixing ratio may be 30 to 40% by weight.
補修用高強度モルタルに混和したセメントに対して「特殊湿潤材」の混合割合を「０．１〜１．０重量％」としたのは、０．１重量％未満では、補修用高強度モルタルの鏝作業性の改善が期待できず、又はプラスチックひび割れ発生の防止効果が得られず、１．０重量％を超えると、添加量が多すぎることで、補修用高強度モルタル自体の強度が低下し、又は作業性も反って悪くなるからである。このため、この混合割合は、０．３〜０．７重量％でもよい。 The mixing ratio of the “special wetting material” to the cement mixed with the high strength mortar for repair is “0.1 to 1.0% by weight”. The improvement of dredging workability cannot be expected, or the effect of preventing the occurrence of plastic cracks cannot be obtained. When the amount exceeds 1.0% by weight, the amount of the high strength mortar for repairing is reduced due to the excessive addition amount. In other words, workability is also deteriorated. Therefore, the mixing ratio may be 0.3 to 0.7% by weight.
補修用高強度モルタルに対して「重量骨材」の混合割合を「３０〜７０重量％」としたのは、３０重量％未満では、補修用高強度モルタルの目標とする圧縮強度が発現せず、７０重量％を超えると、補修用高強度モルタルの重量が高すぎて鏝作業性が非常に悪く、又は補修用高強度モルタルの塗り厚さが大きくなるとダレが生じ易くなるからである。このため、この混合割合は、４０〜５０重量％でもよい。 The mixing ratio of “heavy aggregate” with respect to the high strength mortar for repair was set to “30 to 70% by weight”. If the mixing ratio is less than 30% by weight, the target compressive strength of the high strength mortar for repair was not expressed. If it exceeds 70% by weight, the weight of the high-strength mortar for repairing is too high, so that the workability of dredging is very bad, or if the coating thickness of the high-strength mortar for repairing becomes large, sagging tends to occur. For this reason, the mixing ratio may be 40 to 50% by weight.
「重量骨材」の絶乾比重を「３．０〜４．０ｇ／ｃｍ３」としたのは、３．０ｇ／ｃｍ３未満であると、水セメント比が増加するため、補修用高強度モルタルの目標とする圧縮強度が発現せず、４．０ｇ／ｃｍ３を超えると、補修用高強度モルタルの重量が高すぎて鏝作業性が非常に悪く、又は補修用高強度モルタルの塗り厚さが大きくなるとダレが生じ易くなるからである。このため、この絶乾比重は、３．３〜３．７ｇ／ｃｍ３でもよい。 The reason why the absolute dry specific gravity of “heavy aggregate” is set to “3.0 to 4.0 g / cm 3 ” is that if it is less than 3.0 g / cm 3 , the water cement ratio increases, so that high strength for repairing If the target compressive strength of the mortar is not expressed and exceeds 4.0 g / cm 3 , the weight of the high-strength mortar for repairing is too high, and the workability of dredging is very poor, or the coating thickness of the high-strength mortar for repairing This is because sagging is likely to occur when the height is increased. For this reason, the absolute dry specific gravity may be 3.3 to 3.7 g / cm 3 .
「重量骨材」の粒子径を「０．２〜２．５ｍｍ」としたのは、０．２ｍｍ未満であると、粘り気を確保するための水セメント比も増加するため、粘性が低くなり過ぎ、さらに骨材が細かすぎて、厚塗りができず、又は無理に厚塗りするとひび割れ発生の恐れが増し、２．５ｍｍを超えると、補修用高強度モルタルの骨材粒度が粗すぎて施工し難く、表面を平滑に仕上げることが難しく、又は骨材バランスが悪く施工に起因したひび割れ発生の恐れがあるからである。このため、この粒子径は、０．２〜０．６ｍｍや１．２〜２．５ｍｍでもよい。 The reason why the particle size of “heavy aggregate” is set to “0.2 to 2.5 mm” is that if it is less than 0.2 mm, the water-cement ratio for securing stickiness also increases, so the viscosity becomes too low. Furthermore, if the aggregate is too fine and thick coating cannot be applied, or if it is excessively applied, the risk of cracking increases, and if it exceeds 2.5 mm, the aggregate particle size of the high-strength mortar for repair is too coarse. This is because it is difficult and it is difficult to finish the surface smoothly, or the aggregate balance is poor and there is a risk of cracking due to construction. For this reason, the particle diameter may be 0.2 to 0.6 mm or 1.2 to 2.5 mm.
補修用高強度モルタルに混和したセメントに対して「ポリマーディスパージョン又は再乳化形粉末樹脂」の混合割合を固形分換算で「１〜３重量％」としたのは、１重量％未満では、仲介接着用下塗材に対する補修用高強度モルタルの接着性が非常に低くなり、３重量％を超えると、仲介接着用下塗材との組み合わせによる防火性が悪くなるからである。このため、この混合割合は、１．５〜２．５重量％でもよい。 The mixing ratio of “polymer dispersion or re-emulsified powder resin” to cement mixed with high-strength mortar for repair was set to “1 to 3 wt%” in terms of solid content. This is because the adhesiveness of the high-strength mortar for repairing to the adhesive primer is very low, and if it exceeds 3% by weight, the fire resistance due to the combination with the intermediate adhesive primer is deteriorated. Therefore, the mixing ratio may be 1.5 to 2.5% by weight.
補修用高強度モルタルを左官鏝で仲介接着用下塗材の上から施工する厚さを「５〜５０ｍｍ」としたのは、５ｍｍ未満では、不燃性試験で、加熱時にひび割れ等の発生が起き易く、又は仲介接着用下塗材との組み合わせによる防火性が悪くなり、５０ｍｍを超えると、元々、補修用高強度モルタル自体の比重が大きく、部分的な断面欠損補修でも塗厚が大きい場合はダレ易く、塗り厚さとしては最大で５０ｍｍが限界だからである。このため、この厚さは、１０〜４０ｍｍでもよい。 The thickness of the high-strength mortar for repair applied from the top of the intermediary adhesive primer with a plasterer is set to “5-50 mm”. Or, the fire resistance is worsened by the combination with the intermediary adhesive primer, and if it exceeds 50 mm, the specific gravity of the high-strength mortar itself for repair is large, and it is easy to sag when the coating thickness is large even with partial cross-sectional defect repair. This is because the maximum coating thickness is 50 mm. For this reason, this thickness may be 10 to 40 mm.
「補修用高強度モルタル」の圧縮強度は、高強度コンクリート躯体の圧縮強度と同等でよく、例えば、６０〜１１０Ｎ／ｍｍ２でもよく、７０〜１００Ｎ／ｍｍ２でもよい。 The compressive strength of the “high strength mortar for repair” may be equal to the compressive strength of the high strength concrete frame, and may be, for example, 60 to 110 N / mm 2 or 70 to 100 N / mm 2 .
補修用高強度モルタルよりポリマー比が高い仲介接着用下塗材を介して高強度コンクリート躯体に補修用高強度モルタルを施工することで、適した圧縮強度かつ優れた施工性及び防火性を有する補修用高強度モルタルの使用が実現すると共に、高強度コンクリート躯体に対する接着性を仲介接着用下塗材で確保することができる。さらに、補修用高強度モルタルのプラスチック収縮ひび割れを混和された特殊湿潤材で予防することができる。したがって、補修用高強度モルタルを容易に設置でき、さらに補修後の剥離やひび割れを回避できるため、高強度コンクリート躯体の補修を容易かつ安全にすることができる。 For repair with high compressive strength and excellent workability and fire resistance by applying high strength mortar for repair to high strength concrete frame via intermediary adhesive primer with higher polymer ratio than high strength mortar for repair The use of high-strength mortar can be realized, and adhesion to a high-strength concrete frame can be ensured by the intermediate bonding primer. Furthermore, the plastic shrinkage crack of the high strength mortar for repair can be prevented with a special wetting material mixed. Therefore, the high-strength mortar for repair can be easily installed, and further, peeling and cracking after the repair can be avoided, so that the repair of the high-strength concrete frame can be easily and safely performed.
以下、図１を参照しつつ、本発明の一実施形態における補修用高強度モルタルの設置方法の概要を説明する。 Hereinafter, the outline of the installation method of the high strength mortar for repair in one embodiment of the present invention will be described with reference to FIG.
本実施形態における補修用高強度モルタルの設置方法は、高強度コンクリート躯体Ｃの表面に、補修用高強度モルタル２よりポリマー比が高い仲介接着用下塗材１を塗布し、この仲介接着用下塗材の硬化後、この仲介接着用下塗材の上からこの補修用高強度モルタルを施工してもよい。 In the present embodiment, the high strength mortar for repair is installed by applying the intermediate adhesive primer 1 having a polymer ratio higher than that of the high strength mortar 2 for repair to the surface of the high strength concrete frame C, and this intermediate adhesive primer. After the curing, the high-strength mortar for repair may be applied on the undercoat material for mediating adhesion.
また、仲介接着用下塗材１は、セメントと、ポリマーディスパージョン又は再乳化形粉末樹脂とを含有してなり、この仲介接着用下塗材には、この仲介接着用下塗材に対してこのセメントが３０〜６０重量％、このセメントに対してこのポリマーディスパージョン又は再乳化形粉末樹脂が固形分換算で６〜１５重量％含有されていてもよい。 Further, the intermediate adhesive primer 1 contains cement and a polymer dispersion or a re-emulsified powder resin, and the intermediate adhesive primer includes the cement with respect to the intermediate adhesive primer. The polymer dispersion or re-emulsified powder resin may be contained in an amount of 30 to 60% by weight and 6 to 15% by weight in terms of solid content with respect to the cement.
また、仲介接着用下塗材１を、高強度コンクリート躯体Ｃの表面に１〜３ｋｇ／ｍ２塗布してもよい。 Moreover, you may apply 1-3 kg / m < 2 > to the surface of the high intensity | strength concrete frame C for the base material 1 for mediation adhesion.
また、補修用高強度モルタル２は、セメントと、特殊湿潤材とを少なくとも含有してなり、この補修用高強度モルタルには、この補修用高強度モルタルに対してこのセメントが２５〜５０重量％、このセメントに対してこの特殊湿潤材が０．１〜１．０重量％含有されていてもよい。 The high strength mortar 2 for repair contains at least a cement and a special wetting material. The high strength mortar for repair contains 25 to 50% by weight of the cement with respect to the high strength mortar for repair. The special wetting material may be contained in the cement in an amount of 0.1 to 1.0% by weight.
また、補修用高強度モルタル２は、さらに重量骨材と、ポリマーディスパージョン又は再乳化形粉末樹脂とを含有してなり、この補修用高強度モルタルには、この補修用高強度モルタルに対してこの重量骨材が３０〜７０重量％、このセメントに対してこのポリマーディスパージョン又は再乳化形粉末樹脂が１〜３重量％含有されており、この重量骨材は、絶乾比重が３．０〜４．０ｇ／ｃｍ３、かつ粒子径が０．２〜２．５ｍｍであってもよい。 The high-strength mortar 2 for repair further contains a heavy aggregate and a polymer dispersion or a re-emulsified powder resin. The high-strength mortar for repair includes a high-strength mortar for repair. The weight aggregate contains 30 to 70% by weight, and the polymer dispersion or re-emulsified powder resin is contained by 1 to 3% by weight with respect to the cement. The weight aggregate has an absolute dry specific gravity of 3.0. -4.0 g / cm < 3 > and 0.2-2.5 mm of particle diameters may be sufficient.
また、補修用高強度モルタル２を、左官鏝で仲介接着用下塗材１の上から厚さ５〜５０ｍｍ施工してもよい。 Further, the repairing high-strength mortar 2 may be applied with a thickness of 5 to 50 mm from above the intermediary adhesive primer 1 with a plasterer.
また、補修用高強度モルタル２の圧縮強度は、６０〜１１０Ｎ／ｍｍ２であってもよい。 Moreover, 60-110 N / mm < 2 > may be sufficient as the compressive strength of the high intensity | strength mortar 2 for repair.
このように、補修用高強度モルタル２よりポリマー比が高い仲介接着用下塗材１を介して高強度コンクリート躯体Ｃに補修用高強度モルタルを施工することで、適した圧縮強度かつ優れた施工性及び防火性を有するこの補修用高強度モルタルの使用が実現すると共に、この高強度コンクリート躯体に対する接着性をこの仲介接着用下塗材で確保することができる。さらに、補修用高強度モルタル２のプラスチック収縮ひび割れを混和された特殊湿潤材で予防することができる。したがって、補修用高強度モルタル２を容易に設置でき、さらに補修後の剥離やひび割れを回避できるため、高強度コンクリート躯体Ｃの補修を容易かつ安全にすることができる。 Thus, by applying the high-strength mortar for repair to the high-strength concrete frame C through the intermediate adhesive primer 1 having a higher polymer ratio than the high-strength mortar 2 for repair, suitable compressive strength and excellent workability are provided. In addition, the use of the high-strength mortar for repair having fire resistance can be realized, and the adhesion to the high-strength concrete frame can be ensured by the primer for intermediate bonding. Furthermore, the plastic shrinkage crack of the high-strength mortar 2 for repair can be prevented with a special wetting material mixed. Therefore, the high-strength mortar 2 for repair can be easily installed, and further, peeling and cracking after the repair can be avoided, so that the repair of the high-strength concrete frame C can be easily and safely performed.
ここで、補修用高強度モルタルを含む各モルタルについて、圧縮強さ、接着強さ、不燃性、鏝作業性、ダレ性及びプラスチックひび割れ発生状況を確認した。 Here, about each mortar containing the high intensity | strength mortar for repair, the compressive strength, adhesive strength, nonflammability, dredging workability | operativity, sagging property, and the plastic crack generation | occurrence | production situation were confirmed.
まず、実施例１〜３及び比較例１〜７を表１に示すと共に、下記に詳述する。
なお、各実施例における仲介接着用下塗材は２ｋｇ、補修用高強度モルタルは１０ｋｇを調合した。また、各比較例における仲介接着用下塗材は２ｋｇ、各モルタルは１０ｋｇずつを調合した。
First, Examples 1 to 3 and Comparative Examples 1 to 7 are shown in Table 1 and detailed below.
In each example, 2 kg of the intermediate adhesive primer and 10 kg of the high strength mortar for repair were prepared. In each comparative example, 2 kg of the intermediary adhesive primer and 10 kg of each mortar were prepared.
≪実施例１≫
＜仲介接着用下塗材＞
配合：セメントとして早強ポルトランドセメントを３０重量％、セメントに対しポリマーディスパージョン又は再乳化形粉末樹脂としてアクリル系粉末樹脂を６重量％
塗布量：１ｋｇ／ｍ２
＜補修用高強度モルタル＞
配合：セメントとして早強ポルトランドセメントを２５重量％、セメントに対し重量骨材として絶乾比重３．０ｇ／ｃｍ３・粒子径０．２〜０．６ｍｍのフェロニッケルスラグを３０重量％、セメントに対しポリマーディスパージョン又は再乳化形粉末樹脂としてアクリル系エマルジョンを固形分換算で１重量％、セメントに対し特殊湿潤材としてポリエチレングリコールを０．１重量％
塗り厚さ：接着試験では１０ｍｍ、不燃性試験では５ｍｍと５０ｍｍ
Example 1
<Intermediate adhesive primer>
Formulation: 30% by weight of early-strength Portland cement as cement, 6% by weight of acrylic powder resin as polymer dispersion or re-emulsified powder resin based on cement
Application amount: 1 kg / m 2
<High strength mortar for repair>
Formulation: 25% by weight of early-strength Portland cement as cement, 30% by weight of ferronickel slag having an absolute dry specific gravity of 3.0 g / cm 3 and a particle size of 0.2-0.6 mm For polymer dispersion or re-emulsified powder resin, acrylic emulsion is 1% by weight in terms of solid content, and polyethylene glycol is 0.1% by weight as a special wetting material for cement.
Coating thickness: 10mm for adhesion test, 5mm and 50mm for nonflammability test
≪実施例２≫
＜仲介接着用下塗材＞
配合：セメントとして早強ポルトランドセメントを６０重量％、セメントに対しポリマーディスパージョン又は再乳化形粉末樹脂としてアクリル系粉末樹脂を１５重量％
塗布量：３ｋｇ／ｍ２
＜補修用高強度モルタル＞
配合：セメントとして早強ポルトランドセメントを５０重量％、セメントに対し重量骨材として絶乾比重４ｇ／ｃｍ３・粒子径１．２〜２．５ｍｍのガーネットを７０重量％、セメントに対しポリマーディスパージョン又は再乳化形粉末樹脂としてアクリル系エマルジョンを固形分換算で３重量％、セメントに対し特殊湿潤材としてポリエチレングリコールを１．０重量％
塗り厚さ：接着試験では１０ｍｍ、不燃性試験では５ｍｍと５０ｍｍ
<< Example 2 >>
<Intermediate adhesive primer>
Formulation: 60% by weight of early-strength Portland cement as cement, 15% by weight of acrylic powder resin as polymer dispersion or re-emulsified powder resin based on cement
Application amount: 3 kg / m 2
<High strength mortar for repair>
Formulation: 50% by weight of early-strength Portland cement as cement, 70% by weight of garnet having an absolute dry specific gravity of 4 g / cm 3 and a particle diameter of 1.2 to 2.5 mm as aggregate, and polymer dispersion for cement Or 3% by weight of acrylic emulsion as re-emulsified powder resin in terms of solid content and 1.0% by weight of polyethylene glycol as a special wetting material for cement
Coating thickness: 10mm for adhesion test, 5mm and 50mm for nonflammability test
≪実施例３≫
＜仲介接着用下塗材＞
配合：セメントとして早強ポルトランドセメントを４５重量％、セメントに対しポリマーディスパージョン又は再乳化形粉末樹脂としてアクリル系粉末樹脂を１０重量％
塗布量：２ｋｇ／ｍ２
＜補修用高強度モルタル＞
配合：セメントとして早強ポルトランドセメントを３５重量％、セメントに対し重量骨材として絶乾比重３．５ｇ／ｃｍ３・粒子径０．２〜２．５ｍｍの銅スラグを４５重量％、セメントに対しポリマーディスパージョン又は再乳化形粉末樹脂としてアクリル系エマルジョンを固形分換算で２重量％、セメントに対し特殊湿潤材としてポリエチレングリコールを０．５重量％
塗り厚さ：接着試験では１０ｍｍ、不燃性試験では５ｍｍと５０ｍｍ
Example 3
<Intermediate adhesive primer>
Formulation: 45% by weight of early-strength Portland cement as cement, 10% by weight of acrylic powder resin as polymer dispersion or re-emulsified powder resin based on cement
Application amount: 2 kg / m 2
<High strength mortar for repair>
Formulation: 35% by weight of early-strength Portland cement as cement, 45% by weight of copper slag having an absolute dry specific gravity of 3.5 g / cm 3 and a particle diameter of 0.2 to 2.5 mm as aggregate, based on cement 2% by weight of acrylic emulsion as polymer dispersion or re-emulsifying powder resin, 0.5% by weight of polyethylene glycol as a special wetting material for cement
Coating thickness: 10mm for adhesion test, 5mm and 50mm for nonflammability test
≪実施例１〜３の主な差異点≫
実施例１〜３の差異点は、仲介接着用下塗材におけるセメント・ポリマーディスパージョン又は再乳化形粉末樹脂の混入量、仲介接着用下塗材の塗布量、補修用高強度モルタルにおけるセメント・重骨材・ポリマーディスパージョン又は再乳化形粉末樹脂・特殊湿潤材の混入量、重骨材の種類・絶乾比重・粒径である。
≪Main differences between Examples 1 to 3≫
The differences between Examples 1 to 3 are the amount of cement / polymer dispersion or re-emulsifying powder resin mixed in the intermediate adhesive primer, the amount of intermediate adhesive primer applied, the cement / heavy bone in the high strength mortar for repair It is the amount of mixing material, polymer dispersion or re-emulsifying powder resin, special wetting material, type of heavy aggregate, absolute dry specific gravity and particle size.
≪比較例１≫
＜補修用通常強度モルタル（従来品）＞
配合：セメントとして普通ポルトランドセメントを４０重量％、セメントに対し重量骨材として絶乾比重２．６ｇ／ｃｍ３・粒子径０．３〜２．５ｍｍの珪砂（シリカサンド）を４０重量％、セメントに対しポリマーディスパージョン又は再乳化形粉末樹脂としてアクリル系粉末樹脂を５重量％
塗り厚さ：接着試験では１０ｍｍ、不燃性試験では５ｍｍと５０ｍｍ
≪Comparative example 1≫
<Normal strength mortar for repair (conventional product)>
Formulation: 40% by weight of ordinary Portland cement as cement, 40% by weight of quartz sand (silica sand) having an absolute dry specific gravity of 2.6 g / cm 3 and a particle size of 0.3 to 2.5 mm as aggregate to cement 5% by weight of acrylic powder resin as polymer dispersion or re-emulsified powder resin
Coating thickness: 10mm for adhesion test, 5mm and 50mm for nonflammability test
≪比較例２≫
＜吸水調整材＞
種類：ＥＶＡ系の５倍希釈液（固形分９％に希釈し調整）
塗布量：７０ｇ／ｍ２
＜補修用通常強度モルタル（従来品）＞
配合：セメントとして普通ポルトランドセメントを４０重量％、セメントに対し重量骨材として絶乾比重２．６ｇ／ｃｍ３・粒子径０．３〜２．５ｍｍの珪砂（シリカサンド）を４０重量％、セメントに対しポリマーディスパージョン又は再乳化形粉末樹脂としてアクリル系粉末樹脂を５重量％
塗り厚さ：接着試験では１０ｍｍ、不燃性試験では５ｍｍと５０ｍｍ
≪Comparative example 2≫
<Water absorption adjusting material>
Type: EVA-based 5-fold dilution (diluted to 9% solids)
Application amount: 70 g / m 2
<Normal strength mortar for repair (conventional product)>
Formulation: 40% by weight of ordinary Portland cement as cement, 40% by weight of quartz sand (silica sand) having an absolute dry specific gravity of 2.6 g / cm 3 and a particle size of 0.3 to 2.5 mm as aggregate to cement 5% by weight of acrylic powder resin as polymer dispersion or re-emulsified powder resin
Coating thickness: 10mm for adhesion test, 5mm and 50mm for nonflammability test
≪比較例３≫
＜吸水調整材＞
種類：ＥＶＡ系の５倍希釈液（固形分９％に希釈し調整）
塗布量：７０ｇ／ｍ２
＜補修用通常強度モルタル（従来品）＞
配合：セメントとして普通ポルトランドセメントを４０重量％、セメントに対し重量骨材として絶乾比重２．６ｇ／ｃｍ３・粒子径０．３〜２．５ｍｍの珪砂（シリカサンド）を４０重量％、セメントに対しポリマーディスパージョン又は再乳化形粉末樹脂としてアクリル系粉末樹脂を１０重量％、セメントに対し特殊湿潤材としてポリエチレングリコールを０．５重量％
塗り厚さ：接着試験では１０ｍｍ、不燃性試験では５ｍｍと５０ｍｍ
«Comparative Example 3»
<Water absorption adjusting material>
Type: EVA-based 5-fold dilution (diluted to 9% solids)
Application amount: 70 g / m 2
<Normal strength mortar for repair (conventional product)>
Formulation: 40% by weight of ordinary Portland cement as cement, 40% by weight of quartz sand (silica sand) having an absolute dry specific gravity of 2.6 g / cm 3 and a particle size of 0.3 to 2.5 mm as aggregate to cement 10% by weight of acrylic powder resin as polymer dispersion or re-emulsifying powder resin, and 0.5% by weight of polyethylene glycol as special wetting material for cement
Coating thickness: 10mm for adhesion test, 5mm and 50mm for nonflammability test
≪比較例４≫
＜吸水調整材＞
種類：ＥＶＡ系の５倍希釈液（固形分９％に希釈し調整）
塗布量：７０ｇ／ｍ２
＜補修用高強度モルタル＞
配合：セメントとして早強ポルトランドセメントを３５重量％、セメントに対し重量骨材として絶乾比重３．５ｇ／ｃｍ３・粒子径０．３〜２．５ｍｍの銅スラグを４５重量％、セメントに対しポリマーディスパージョン又は再乳化形粉末樹脂としてアクリル系エマルジョンを固形分換算で１０重量％、セメントに対し特殊湿潤材としてポリエチレングリコールを０．５重量％
塗り厚さ：接着試験では１０ｍｍ、不燃性試験では５ｍｍと５０ｍｍ
<< Comparative Example 4 >>
<Water absorption adjusting material>
Type: EVA-based 5-fold dilution (diluted to 9% solids)
Application amount: 70 g / m 2
<High strength mortar for repair>
Formulation: 35% by weight of early-strength Portland cement as cement, 45% by weight of copper slag having an absolute dry specific gravity of 3.5 g / cm 3 and a particle size of 0.3 to 2.5 mm as aggregate, based on cement 10% by weight of acrylic emulsion as polymer dispersion or re-emulsifying powder resin, and 0.5% by weight of polyethylene glycol as a special wetting material for cement
Coating thickness: 10mm for adhesion test, 5mm and 50mm for nonflammability test
≪比較例５≫
＜吸水調整材＞
種類：ＥＶＡ系の５倍希釈液（固形分９％に希釈し調整）
塗布量：７０ｇ／ｍ２
＜補修用高強度モルタル＞
配合：セメントとして早強ポルトランドセメントを３５重量％、セメントに対し重量骨材として絶乾比重３．５ｇ／ｃｍ３・粒子径０．３〜２．５ｍｍの銅スラグを４５重量％、セメントに対しポリマーディスパージョン又は再乳化形粉末樹脂としてアクリル系エマルジョンを固形分換算で２重量％、セメントに対し特殊湿潤材としてポリエチレングリコールを０．５重量％
塗り厚さ：接着試験では１０ｍｍ、不燃性試験では５ｍｍと５０ｍｍ
<< Comparative Example 5 >>
<Water absorption adjusting material>
Type: EVA-based 5-fold dilution (diluted to 9% solids)
Application amount: 70 g / m 2
<High strength mortar for repair>
Formulation: 35% by weight of early-strength Portland cement as cement, 45% by weight of copper slag having an absolute dry specific gravity of 3.5 g / cm 3 and a particle size of 0.3 to 2.5 mm as aggregate, based on cement 2% by weight of acrylic emulsion as polymer dispersion or re-emulsifying powder resin, 0.5% by weight of polyethylene glycol as a special wetting material for cement
Coating thickness: 10mm for adhesion test, 5mm and 50mm for nonflammability test
≪比較例６≫
＜仲介接着用下塗材＞
配合：セメントとして早強ポルトランドセメントを４５重量％、セメントに対しポリマーディスパージョン又は再乳化形粉末樹脂としてアクリル系粉末樹脂を１０重量％
塗布量：２ｋｇ／ｍ２
＜補修用高強度モルタル＞
配合：セメントとして早強ポルトランドセメントを３５重量％、セメントに対し重量骨材として絶乾比重３．５ｇ／ｃｍ３・粒子径０．３〜２．５ｍｍの銅スラグを４５重量％、セメントに対しポリマーディスパージョン又は再乳化形粉末樹脂としてアクリル系エマルジョンを固形分換算で２重量％
塗り厚さ：接着試験では１０ｍｍ、不燃性試験では５ｍｍと５０ｍｍ
<< Comparative Example 6 >>
<Intermediate adhesive primer>
Formulation: 45% by weight of early-strength Portland cement as cement, 10% by weight of acrylic powder resin as polymer dispersion or re-emulsified powder resin based on cement
Application amount: 2 kg / m 2
<High strength mortar for repair>
Formulation: 35% by weight of early-strength Portland cement as cement, 45% by weight of copper slag having an absolute dry specific gravity of 3.5 g / cm 3 and a particle size of 0.3 to 2.5 mm as aggregate, based on cement 2% by weight of acrylic emulsion as polymer dispersion or re-emulsified powder resin in terms of solid content
Coating thickness: 10mm for adhesion test, 5mm and 50mm for nonflammability test
≪比較例７≫
＜仲介接着用下塗材＞
配合：セメントとして早強ポルトランドセメントを４５重量％、セメントに対しポリマーディスパージョン又は再乳化形粉末樹脂としてアクリル系粉末樹脂を１０重量％
塗布量：２ｋｇ／ｍ２
＜補修用高強度モルタル＞
配合：セメントとして早強ポルトランドセメントを２０重量％、セメントに対し重量骨材として絶乾比重３．５ｇ／ｃｍ３・粒子径０．３〜２．５ｍｍの銅スラグを７５重量％、セメントに対しポリマーディスパージョン又は再乳化形粉末樹脂としてアクリル系エマルジョンを固形分換算で２重量％、セメントに対し特殊湿潤材としてポリエチレングリコールを０．５重量％
塗り厚さ：接着試験では１０ｍｍ、不燃性試験では５ｍｍと５０ｍｍ
<< Comparative Example 7 >>
<Intermediate adhesive primer>
Formulation: 45% by weight of early-strength Portland cement as cement, 10% by weight of acrylic powder resin as polymer dispersion or re-emulsified powder resin based on cement
Application amount: 2 kg / m 2
<High strength mortar for repair>
Mixing: 20% by weight of early-strength Portland cement as cement, 75% by weight of copper slag with an absolute dry specific gravity of 3.5g / cm 3 and particle size of 0.3-2.5mm as aggregate for cement 2% by weight of acrylic emulsion as polymer dispersion or re-emulsifying powder resin, 0.5% by weight of polyethylene glycol as a special wetting material for cement
Coating thickness: 10mm for adhesion test, 5mm and 50mm for nonflammability test
≪比較例１〜７の主な差異点≫
高強度コンクリート躯体への下地処理として、比較例１では下地処理材を用いず、比較例２〜５では吸水調整材を用い、比較例６〜７では仲介接着用下塗材を用いている。
セメントとして、比較例１〜３では普通ポルトランドセメントを用い、比較例４〜７では早強ポルトランドセメントを用いている。
比較例１〜２及び比較例６〜７ではモルタルに特殊湿潤材を配合せず、比較例３〜５ではモルタルに特殊湿潤材を配合している。
≪Main differences of Comparative Examples 1-7≫
As a ground treatment for a high-strength concrete frame, Comparative Example 1 does not use a ground treatment material, Comparative Examples 2 to 5 use a water absorption adjusting material, and Comparative Examples 6 to 7 use a primer for mediation adhesion.
In Comparative Examples 1 to 3, normal Portland cement is used as the cement, and in Comparative Examples 4 to 7, early-strength Portland cement is used.
In Comparative Examples 1-2 and 6-7, no special wetting material is blended in the mortar, and in Comparative Examples 3-5, the special wetting material is blended in the mortar.
次に、実施例及び比較例における試験内容（規格や機器等）を列挙する。
なお、各試験は、所定塗布量の下塗材の上から各モルタルを塗り付けて行うものとする。
Next, test contents (standards, equipment, etc.) in Examples and Comparative Examples are listed.
In addition, each test shall be performed by applying each mortar from above a primer with a predetermined coating amount.
≪圧縮試験≫
規格：ＪＩＳＡ１１７１に規定するポリマーセメントモルタルの試験方法
機器：ＡＵＴＯＧＲＡＰＨ ＡＧ−１００ｋＮＧ（島津製作所社製）
評価：１００Ｎ／ｍｍ2以上を基準値とする
≪Compression test≫
Standard: Testing method for polymer cement mortar specified in JIS A1171 Equipment: AUTOGRAPH AG-100kNG (manufactured by Shimadzu Corporation)
Evaluation: 100 N / mm 2 or more as a reference value
≪接着試験≫
規格：ＪＩＳＡ１１７１に規定するポリマーセメントモルタルの試験方法
機器：建研式接着力試験機（オックスジャッキ社製）
状況：コンクリート平板に施工（標準養生、温冷繰り返し）
評価：１Ｎ／ｍｍ2以上を基準値とする
≪Adhesion test≫
Standard: Testing method for polymer cement mortar specified in JIS A1171 Equipment: Kenken-type adhesive strength tester (Oxjack)
Situation: Construction on concrete flat plate (standard curing, repeated heating and cooling)
Evaluation: 1 N / mm 2 or more as a reference value
≪不燃性試験≫
規格：ＩＳＯ５６６０−１に準拠した加熱実験
機器：コンカロリーメーター
状況：加熱開始後２０分間の総発熱量を測定
評価：供試体の燃焼の有無・加熱後の供試体の異常（著しい貫通穴やひび割れの有無）を確認
≪Nonflammability test≫
Standard: Heating experiment based on ISO5660-1 Equipment: Concalorimeter Situation: Measure the total calorific value for 20 minutes after the start of heating Evaluation: Presence / absence of combustion of specimen, abnormality of specimen after heating (remarkable through-holes and cracks) Confirmation)
≪鏝作業性試験≫
状況：コンクリート壁面（１００ｍｍ×１００ｍｍ）に厚さ５０ｍｍで左官鏝を用いて施工
評価：塗り易さ等の作業性を確認
≪ 鏝 Workability test≫
Situation: Construction using a plasterer with a thickness of 50 mm on a concrete wall (100 mm x 100 mm) Evaluation: Confirmed workability such as ease of painting
≪ひび割れ試験≫
状況：鏝作業性を確認後、塗り付け面を経時で確認
評価：初期ひび割れ等の確認
≪Crack test≫
Situation: After confirming dredging workability, check the coated surface over time Evaluation: Confirmation of initial cracks, etc.
上述した試験内容に基づいて行った実施例１〜３及び比較例１〜７の試験結果を表２に示すと共に、下記に説明する。 The test results of Examples 1 to 3 and Comparative Examples 1 to 7 performed based on the test contents described above are shown in Table 2 and described below.
実施例１〜３においては、圧縮強さ及び接着強さ（標準養生・温冷繰り返し）はいずれも基準値を上回り、不燃性試験はいずれも異常が無かった。さらに、鏝作業性・ダレ性・プラスチックひび割れも問題なかった。
これらより、実施例１〜３の差異点は、いずれも補修用高強度モルタルに対して影響はなく、各実施例における高強度コンクリート躯体の設置に問題ないことがわかった。
In Examples 1 to 3, the compressive strength and the adhesive strength (standard curing / heating / cooling repetition) both exceeded the standard values, and there was no abnormality in the nonflammability tests. Furthermore, there were no problems with dredging workability, sag, and plastic cracks.
From these, it was found that the differences between Examples 1 to 3 had no effect on the high-strength mortar for repair, and there was no problem in installing the high-strength concrete frame in each example.
一方、比較例１においては、圧縮強さ及び接着強さに問題があった。圧縮強さに問題がある理由は、従来から存在する通常強度モルタルの設定強度が６０Ｎ／ｍｍ2以下の設定とされているからである。接着強さに問題がある理由は、下地処理材を用いていないからである。 On the other hand, in Comparative Example 1, there was a problem in compressive strength and adhesive strength. The reason why there is a problem with the compressive strength is that the set strength of the conventional normal mortar is set to 60 N / mm 2 or less. The reason why there is a problem in the adhesive strength is that no base treatment material is used.
比較例２においては、圧縮強さ及び接着強さ（特に、温冷繰返し後）に問題があった。圧縮強さに問題がある理由は、従来から存在する通常強度モルタルの設定強度が６０Ｎ／ｍｍ2以下の設定とされているからである。接着強さに問題がある理由は、吸水調整材により形成されるポリマー被膜は熱に劣化し易いため、温冷繰り返しにより躯体界面の接着が低下したからである。 In Comparative Example 2, there was a problem in compressive strength and adhesive strength (particularly after repeated heating and cooling). The reason why there is a problem with the compressive strength is that the set strength of the conventional normal mortar is set to 60 N / mm 2 or less. The reason why there is a problem in the adhesion strength is that the polymer film formed by the water absorption adjusting material is easily deteriorated by heat, and the adhesion at the housing interface is reduced by repeated heating and cooling.
比較例３においては、圧縮強さ・接着強さ（特に、温冷繰返し後）・不燃性（燃焼）・鏝作業性・プラスチックひび割れに問題があった。圧縮強さに問題がある理由は、従来から存在する通常強度モルタルの設定強度が６０Ｎ／ｍｍ2以下の設定とされているからである。接着強さに問題がある理由は、吸水調整材により形成されるポリマー被膜は熱に劣化し易いため、温冷繰り返しにより躯体界面の接着が低下したからである。不燃性・鏝操作性に問題がある理由は、モルタルに混和したセメントに対するポリマーディスパージョン又は再乳化形粉末樹脂の割合（ポリマー比）が高め（１０重量％）だからである。プラスチックひび割れに問題がある理由は、モルタルに混和したセメントに対するポリマーディスパージョン又は再乳化形粉末樹脂の割合（ポリマー比）が高め（１０重量％）の場合、モルタルの表面に比較的厚いポリマー皮膜が形成し、特殊湿潤材の効果が期待できないためである。 In Comparative Example 3, there were problems with compressive strength, adhesive strength (particularly after repeated heating and cooling), nonflammability (combustion), dredging workability, and plastic cracks. The reason why there is a problem with the compressive strength is that the set strength of the conventional normal mortar is set to 60 N / mm 2 or less. The reason why there is a problem in the adhesion strength is that the polymer film formed by the water absorption adjusting material is easily deteriorated by heat, and the adhesion at the housing interface is reduced by repeated heating and cooling. The reason why there is a problem in incombustibility and drought operability is that the ratio (polymer ratio) of the polymer dispersion or the re-emulsified powder resin to the cement mixed with mortar is high (10% by weight). The reason for the problem of plastic cracks is that when the ratio of the polymer dispersion or re-emulsified powder resin to the cement mixed in the mortar (polymer ratio) is high (10% by weight), a relatively thick polymer film is formed on the surface of the mortar. This is because the effect of the special wetting material cannot be expected.
比較例４においては、圧縮強さ・接着強さ（特に、温冷繰返し後）・不燃性（燃焼）・鏝作業性・ダレ性・プラスチックひび割れに問題があった。圧縮強さに問題がある理由は、高強度モルタルの粉体配合に対して、ポリマーディスパージョン又は再乳化形粉末樹脂の割合（ポリマー比）の混入量が高め（１０重量％）の場合、圧縮強度がやや低下するためである。接着強さに問題がある理由は、吸水調整材により形成されるポリマー被膜は熱に劣化し易いため、温冷繰り返しにより躯体界面の接着が低下したからである。不燃性・鏝操作性に問題がある理由は、モルタルに混和したセメントに対するポリマーディスパージョン又は再乳化形粉末樹脂の割合（ポリマー比）が高め（１０重量％）だからである。ダレ性に問題がある理由は、高強度モルタルの粉体配合に対して、ポリマーディスパージョン又は再乳化形粉末樹脂の割合（ポリマー比）の混入量が高め（１０重量％）の場合、モルタルのベタツキが非常に大きくなり、ダレ易くなったからである。プラスチックひび割れに問題がある理由は、モルタルに混和したセメントに対するポリマーディスパージョン又は再乳化形粉末樹脂の割合（ポリマー比）が高め（１０重量％）の場合、モルタルの表面に比較的厚いポリマー皮膜が形成し、特殊湿潤材の効果が期待できないためである。 In Comparative Example 4, there were problems in compressive strength, adhesive strength (particularly after repeated heating and cooling), nonflammability (combustion), dredging workability, sagging properties, and plastic cracks. The reason why there is a problem with compressive strength is that when the amount of polymer dispersion or re-emulsified powder resin (polymer ratio) is high (10% by weight) compared to high-strength mortar powder formulation This is because the strength slightly decreases. The reason why there is a problem in the adhesion strength is that the polymer film formed by the water absorption adjusting material is easily deteriorated by heat, and the adhesion at the housing interface is reduced by repeated heating and cooling. The reason why there is a problem in incombustibility and drought operability is that the ratio (polymer ratio) of the polymer dispersion or the re-emulsified powder resin to the cement mixed with mortar is high (10% by weight). The reason for the problem of sagging property is that when the mixing amount of the polymer dispersion or the re-emulsified powder resin (polymer ratio) is high (10% by weight) with respect to the powder blend of high-strength mortar, This is because the stickiness becomes very large and it is easy to sag. The reason for the problem of plastic cracks is that when the ratio of the polymer dispersion or re-emulsified powder resin to the cement mixed in the mortar (polymer ratio) is high (10% by weight), a relatively thick polymer film is formed on the surface of the mortar. This is because the effect of the special wetting material cannot be expected.
比較例５においては、接着強さに問題があった。接着強さに問題がある理由は、高強度モルタルの粉体配合に対する、ポリマーディスパージョン又は再乳化形粉末樹脂の割合（ポリマー比）の混入量が比較的低め（２重量％）の場合、高強度モルタルの下地処理として吸水調整材を用いても、接着強さが期待できないためである。更に、吸水調整材により形成されるポリマー被膜は熱に劣化し易いため、温冷繰り返しにより躯体界面の接着が低下したからである。 In Comparative Example 5, there was a problem in adhesive strength. The reason why there is a problem in the adhesive strength is that when the mixing amount of the polymer dispersion or the re-emulsified powder resin (polymer ratio) is relatively low (2% by weight) with respect to the high-strength mortar powder blend, This is because even if a water absorption adjusting material is used as the ground treatment for the strength mortar, the adhesive strength cannot be expected. Furthermore, since the polymer film formed by the water absorption adjusting material is easily deteriorated by heat, adhesion at the housing interface is reduced by repeated heating and cooling.
比較例６においては、鏝作業性・プラスチックひび割れに問題があった。鏝作業性・プラスチックひび割れに問題がある理由は、ともに高強度モルタルに対して特殊湿潤材を添加していないためである。 In Comparative Example 6, there was a problem with dredging workability and plastic cracks. The reason why there is a problem with workability and plastic cracking is that no special wetting material is added to the high-strength mortar.
比較例７においては、圧縮強さ・ダレ性に問題があった。圧縮強さに問題がある理由は、高強度モルタルに対してセメントの混合割合が低すぎる（２０重量％）ためである。ダレ性に問題がある理由は、高強度モルタルに対して重量骨材の混合割合が高すぎる（７５重量％）ためである。 In Comparative Example 7, there was a problem in compression strength and sagging properties. The reason why there is a problem with the compressive strength is that the mixing ratio of cement is too low (20% by weight) with respect to high-strength mortar. The reason for the problem of sagging property is that the mixing ratio of heavy aggregate is too high (75% by weight) with respect to high-strength mortar.
１ 仲介接着用下塗材
２ 補修用高強度モルタル
1 Intermediary adhesive primer 2 High strength mortar for repair
Claims (7)
当該仲介接着用下塗材の硬化後、当該仲介接着用下塗材の上から前記補修用高強度モルタルを施工する
ことを特徴とする高強度コンクリート躯体に対する補修用高強度モルタルの設置方法。 On the surface of the high-strength concrete frame, apply an intermediary adhesive primer that has a higher polymer ratio than the high-strength mortar for repair,
A method of installing a high strength mortar for repair on a high strength concrete frame, comprising: applying the high strength mortar for repair from above the base material for mediating adhesion after curing the base material for mediating adhesion.
前記仲介接着用下塗材には、
当該仲介接着用下塗材に対して前記セメントが３０〜６０重量％、
当該セメントに対して前記ポリマーディスパージョン又は再乳化形粉末樹脂が固形分換算で６〜１５重量％含有されている
ことを特徴とする請求項１に記載の高強度コンクリート躯体に対する補修用高強度モルタルの設置方法。 The intermediary adhesion primer comprises a cement, a polymer dispersion or a re-emulsifying powder resin,
In the mediating adhesive primer,
30-60% by weight of the cement with respect to the intermediate adhesive primer
The high-strength mortar for repairing a high-strength concrete frame according to claim 1, wherein the polymer dispersion or re-emulsified powder resin is contained in the cement in an amount of 6 to 15% by weight in terms of solid content. Installation method.
ことを特徴とする請求項１又は２に記載の高強度コンクリート躯体に対する補修用高強度モルタルの設置方法。 The intermediary bonding undercoat material, the high-intensity method of installing a high-strength mortar repairs for high strength concrete skeleton according to claim 1 or 2 on the surface of the concrete skeleton, characterized in that 1 to 3 kg / m 2 coating .
前記補修用高強度モルタルには、
当該補修用高強度モルタルに対して前記セメントが２５〜５０重量％、
当該セメントに対して前記特殊湿潤材が０．１〜１．０重量％含有されている
ことを特徴とする請求項１乃至３のいずれか一項に記載の高強度コンクリート躯体に対する補修用高強度モルタルの設置方法。 The high-strength mortar for repair comprises cement and at least a special wetting material,
In the high strength mortar for repair,
25-50% by weight of the cement with respect to the high strength mortar for repair,
The high-strength for repairing the high-strength concrete frame according to any one of claims 1 to 3, wherein the special wetting material is contained in the cement in an amount of 0.1 to 1.0% by weight. How to install mortar.
前記補修用高強度モルタルには、
当該補修用高強度モルタルに対して前記重量骨材が３０〜７０重量％、
前記セメントに対して前記ポリマーディスパージョン又は再乳化形粉末樹脂が固形分換算で１〜３重量％含有されており、
前記重量骨材は、絶乾比重が３．０〜４．０ｇ／ｃｍ３、かつ粒子径が０．２〜２．５ｍｍである
ことを特徴とする請求項１乃至４のいずれか一項に記載の高強度コンクリート躯体に対する補修用高強度モルタルの設置方法。 The high strength mortar for repair further comprises a heavy aggregate and a polymer dispersion or a re-emulsifying powder resin,
In the high strength mortar for repair,
The weight aggregate is 30 to 70% by weight based on the high strength mortar for repair,
The polymer dispersion or re-emulsified powder resin is contained in an amount of 1 to 3% by weight in terms of solid content with respect to the cement,
The heavy aggregate has an absolutely dry specific gravity of 3.0 to 4.0 g / cm 3 and a particle diameter of 0.2 to 2.5 mm. 5. The installation method of the high strength mortar for repair with respect to the high strength concrete frame of description.
ことを特徴とする請求項１乃至５のいずれか一項に記載の高強度コンクリート躯体に対する補修用高強度モルタルの設置方法。 The high-strength mortar for repair is applied with a thickness of 5 to 50 mm from above the intermediary adhesive primer with a plasterer. 6. The high-strength concrete skeleton according to any one of claims 1 to 5, How to install high strength mortar for repair.
ことを特徴とする請求項１乃至６のいずれか一項に記載の高強度コンクリート躯体に対する補修用高強度モルタルの設置方法。 The compressive strength of high-strength mortar repair, installation method of a high strength mortar repairs for high strength concrete skeleton according to any one of claims 1 to 6, characterized in that a 60~110N / mm 2 .
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| JP2010150073A (en) * | 2008-12-25 | 2010-07-08 | Denki Kagaku Kogyo Kk | Cement mortar |
| JP2012214354A (en) * | 2011-03-25 | 2012-11-08 | Ube Industries Ltd | Method for repairing concrete structure |
| JP2015127282A (en) * | 2013-12-28 | 2015-07-09 | 太平洋マテリアル株式会社 | Mortar for plastering |
Cited By (2)
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|---|---|---|---|---|
| JP2022101896A (en) * | 2020-12-25 | 2022-07-07 | 恵和株式会社 | Method for repairing roof |
| JP7379320B2 (en) | 2020-12-25 | 2023-11-14 | 恵和株式会社 | Roof repair method |
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