JP2013023429A - Mortar composition having unevenness adjusting function and surface finishing function accompanied by fine appearance, and construction method therefor - Google Patents

Mortar composition having unevenness adjusting function and surface finishing function accompanied by fine appearance, and construction method therefor Download PDF

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JP2013023429A
JP2013023429A JP2011174359A JP2011174359A JP2013023429A JP 2013023429 A JP2013023429 A JP 2013023429A JP 2011174359 A JP2011174359 A JP 2011174359A JP 2011174359 A JP2011174359 A JP 2011174359A JP 2013023429 A JP2013023429 A JP 2013023429A
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mortar composition
mortar
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Masaaki Nohara
正昭 野原
Eiji Hayashi
鋭治 林
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TOYO MATELAN CO Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a mortar composition and a construction method therefor capable of performing unevenness adjustment of 2-25 mm of a concrete structure formwork surface placed by using a formwork, and surface finishing which is strong against efflorescence, neutralization and shrinkage crack and which has fine appearance performance, efficiently at one time with excellent work efficiency by an application process by using a trowel or a spatula.SOLUTION: A mortar composition material is used, which comprises cement, a resin, titanium oxide, an expansive additive, a higher fatty acid, a fine aggregate, an inorganic pigment and water as main components for the composition, and which is formed by adding the fine aggregate, the inorganic pigment and water to a mixture obtained by adding a 2-8 pts. wt acrylic re-emulsified powder resin, 3-20 pts. wt titanium oxide, a 2-10 pts. wt expansive additive, and a 0.1-3 pts. wt higher fatty acid to 100 pts. wt cement. In the construction method, the mortar composition is applied by using a trowel or a spatula.

Description

本発明は、型枠を用いて打設されたコンクリート構造物表面の不陸調整と美観を伴った表面仕上げを一度に出来る材料及びその工法に関する。  TECHNICAL FIELD The present invention relates to a material capable of performing surface finishing with unevenness adjustment and aesthetics of a concrete structure surface placed using a formwork at once, and a method for the same.

コンクリート構造物築造工事では、鋼製又は木製又は樹脂製の型枠を用いて枠組みし、その中へコンクリートを打設する方法が多い。  In the construction of a concrete structure, there are many methods in which a steel, wooden, or resin mold is used to frame and concrete is placed therein.

コンクリート打設後所定の養生が終了し自立強度が確保されると、型枠を取り外す脱型という作業が行われる。  When the predetermined curing is completed after the concrete is placed and the self-supporting strength is ensured, an operation of removing the mold is performed.

脱型されたコンクリート構造物の表面は、コンクリートの種類、打設方法、季節条件により、用いられた型枠の模様、凹凸、つなぎ目、気泡、ジャンカ、トロ漏れが発生する事が一般的である。  It is common for the surface of a demolded concrete structure to have a formwork pattern, irregularities, joints, bubbles, jumpers, and toro leaks depending on the type of concrete, the placement method, and seasonal conditions. .

そのため、脱型されたコンクリート構造物の表面をそのままにすれば、構造不良、寸法不良となり、加えてコンクリートの性質上経時劣化により表面から白華、中性化、収縮ひび割れが進行し外観不良となる。  Therefore, if the surface of the demolded concrete structure is left as it is, the structure will become defective and the dimensions will be poor.In addition, due to the deterioration of the concrete over time, white surface, neutralization, shrinkage cracks will progress from the surface and the appearance will be poor. Become.

そのような不具合を対処する方法として、構造不良、寸法不良を修正するために不陸調整用モルタルが開発されている。(例えば特許文献1参照)  As a method for coping with such a problem, an uneven mortar has been developed to correct structural defects and dimensional defects. (For example, see Patent Document 1)

さらに、樹脂性能を利用し、コンクリートの表面の白華、中性化、収縮ひび割れからの保護を目的とした5mm以下の不陸調整機能を有したモルタルが開発されている。(例えば特許文献2、特許文献3、特許文献4参照)  Furthermore, a mortar having a non-land surface adjustment function of 5 mm or less has been developed for the purpose of protecting the surface of concrete from whiteness, neutralization, and shrinkage cracking by utilizing resin performance. (See, for example, Patent Document 2, Patent Document 3, and Patent Document 4)

特開2001−39755号公報JP 2001-39755 A 特開2002−80254号公報JP 2002-80254 A 特開2008−37717号公報JP 2008-37717 A 特開2004−225375号公報JP 2004-225375 A

しかしながら、5mm以上の寸法不良を修正するための不陸調整用モルタルは、美観を伴った表面仕上げ機能を有したものが無く、最終的に耐候性能の大きいアクリル、ウレタン、シリコン、フッ素系塗料の材料で塗装する方法となり、モルタル材料のコテ又はヘラ塗りと、塗料系材料の刷毛又はローラー塗りの、2工程を踏むこととなり、使用する道具も増えるため、作業効率が悪い。  However, the uneven mortar for correcting dimension defects of 5mm or more has no surface finish function with aesthetics, and finally it is made of acrylic, urethane, silicon, fluorine-based paints with high weather resistance. It becomes a method of coating with a material, and it involves two steps, ie, a mortar material trowel or spatula and a paint-based material brush or roller coating.

また、不陸調整を兼ね下地のコンクリートを保護し美観を伴った表面仕上げ機能を有したモルタル材料は、樹脂性能を利用したものしかなく、樹脂の添加量に左右され、経時劣化による表面からの白華、中性化、収縮ひび割れに対する性能を上げるためには、樹脂の含有量を増やすしかなく、そのため材料粘性が大きくなりべとつくため、コテやヘラに付着してしまい作業性が悪くなり、薄く延ばす方法しかとれず、5mm以上の段差を一度に修正することが出来ないという問題があった。  In addition, mortar materials that have surface finish functions with aesthetics that protect the underlying concrete while also adjusting for unevenness, only use resin performance, depend on the amount of resin added, and from the surface due to deterioration over time. In order to improve the performance against white flower, neutralization and shrinkage cracking, the only way to increase the resin content is to increase the viscosity of the material, causing it to stick to the iron and spatula, resulting in poor workability and thinning. There was a problem that it was not possible to correct a step of 5 mm or more at a time.

本発明は、型枠を用いて打設されたコンクリート構造物型枠面の2mm〜25mmの不陸調整と表面仕上げを白華、中性化、収縮ひび割れに強く、美観性能を有した作業性の良いモルタル組成物材料を用い、コテやヘラを用いた塗りつけ工法で一度に塗りつけ仕上げることにある。  The present invention provides 2 mm to 25 mm uneven adjustment and surface finish of concrete structure formwork placed using a formwork, which is resistant to whiteness, neutralization, shrinkage cracking, and has aesthetic performance. A good mortar composition material is used, and it is applied by the application method using a trowel or spatula at once.

本発明者らは、鋭意開発を行った結果、モルタル材料をコテやヘラを用いて塗りつける工法で作業性が良好かつ一度に5mm以上の厚塗りが可能であり、施工後のモルタルの白華、中性化、収縮ひび割れ性能に優れたモルタル材料にするためには、アクリル系再乳粉末樹脂量の範囲を限定し、酸化チタン、膨張材、高級脂肪酸を適正量添加し、細骨材、無機顔料、水で調整したモルタル組成物材料を用いて施工すれば良好な結果が出ることを見出し、本発明を完成した。  As a result of diligent development, the inventors of the present invention have good workability with a method of applying a mortar material using a trowel or a spatula and can be thickly coated with a thickness of 5 mm or more at a time. To make the mortar material excellent in neutralization and shrinkage cracking performance, the range of the amount of acrylic re-milk powder resin is limited, and appropriate amounts of titanium oxide, expansion material and higher fatty acid are added, fine aggregate, inorganic The present invention has been completed by finding that good results can be obtained by using a mortar composition material adjusted with pigment and water.

前記モルタル組成物材料は、セメント100重量部に対し、アクリル系再乳化粉末樹脂2〜8重量部、酸化チタン3〜20重量部、膨張材2〜10重量部、高級脂肪酸0.1〜3重量部の範囲で添加された材料を、細骨材、無機顔料、水で調整してなることを特徴とする。  The mortar composition material is 2 to 8 parts by weight of acrylic re-emulsified powder resin, 3 to 20 parts by weight of titanium oxide, 2 to 10 parts by weight of an expanding material, and 0.1 to 3 parts by weight of higher fatty acid with respect to 100 parts by weight of cement. The material added in the range of part is adjusted with fine aggregate, inorganic pigment and water.

本発明のモルタル組成物材料を用いることにより、型枠を用いて打設されたコンクリート構造物型枠面の2mm〜25mmの不陸調整と白華、中性化、収縮ひび割れに強く、かつ美観性能を有した表面仕上げが、コテやヘラを用いて塗りつける工法により1回で行えることとなり、従来工法による、比較的不陸の大きい部分を一般の美観や白華、中性化、収縮ひび割れ性能を考慮していない不陸調整用モルタルを用いて塗りつけ、その後耐候性能の大きいアクリル、ウレタン、シリコン、フッ素系塗料の材料で刷毛やローラーを用いて仕上げるような2工程の施工手順をとる工法や、樹脂性能を利用した粘性の大きい弾性系モルタル材料を使用し、5mm以下の薄塗り工程を何度も繰り返し厚さを確保する工法に比べて本発明のモルタル組成物材料を用いた工法は、作業工程が減る、材料の塗りつけ道具が減るということから、効率的かつ合理的に作業が行えることとなり、降雨等の気象条件で左右されやすい外壁等の施工を行う際には、工数が減ることは特に効果が大きい。  By using the mortar composition material of the present invention, it is resistant to unevenness adjustment and white flower, neutralization, shrinkage cracking, and aesthetics of a concrete structure formwork surface placed using a formwork. Surface finish with performance can be performed once by a method of applying using a trowel or spatula, and the conventional method of using a relatively large area with general aesthetics, white flower, neutralization, shrinkage cracking performance Applying using a mortar for adjusting the surface that does not take into account, and then using a two-step construction procedure, such as finishing with a brush or roller with materials of acrylic, urethane, silicon, fluorine-based paints with high weather resistance performance The mortar composition of the present invention compared to a construction method that uses an elastic mortar material with high viscosity utilizing resin performance and ensures a thickness by repeating a thin coating process of 5 mm or less many times. The construction method using materials reduces work processes and material application tools, which means that work can be done efficiently and rationally. When constructing external walls that are easily affected by weather conditions such as rainfall, etc. In particular, reducing man-hours is particularly effective.

本発明の不陸調整機能と美観を伴った表面仕上げ機能を有したモルタル組成物は、セメント100重量部に対し、アクリル系再乳化粉末樹脂2〜8重量部、酸化チタン3〜20重量部、膨張材2〜10重量部、高級脂肪酸0.1〜3重量部の範囲で添加された材料を、細骨材、無機顔料、水で調整してなることを特徴とするものである。  The mortar composition having the surface finish function with the unevenness adjusting function and the aesthetics of the present invention is 2 to 8 parts by weight of acrylic re-emulsified powder resin, 3 to 20 parts by weight of titanium oxide, with respect to 100 parts by weight of cement. A material added in the range of 2 to 10 parts by weight of an expanding material and 0.1 to 3 parts by weight of a higher fatty acid is adjusted with fine aggregates, inorganic pigments and water.

本発明に使用されるセメントは、従来から土木建築に用いられている一般的なセメントであれば、特に限定されず、例えば、ポルトランドセメント、白色セメント、高炉セメント、急硬性セメント、フライアッシュセメント等が挙げられ、これらを混合して用いても良いが、ポルトランドセメント、白色セメントを使用するのがコスト的に好ましい。  The cement used in the present invention is not particularly limited as long as it is a general cement conventionally used in civil engineering and construction. For example, Portland cement, white cement, blast furnace cement, rapid hardening cement, fly ash cement, etc. These may be used in combination, but it is preferable in terms of cost to use Portland cement or white cement.

本発明に使用されるアクリル系再乳化粉末樹脂は、従来より樹脂モルタルとしてセメントに添加されプレミックスセメント材料で使用されているものであれば、特に限定されないが、JIS A 6203にて規定されている品質を有するセメント混和用再乳化粉末樹脂を用いることが、信頼性がある。  The acrylic re-emulsified powder resin used in the present invention is not particularly limited as long as it is conventionally added to cement as a resin mortar and used in a premix cement material, but is defined in JIS A 6203. It is reliable to use a re-emulsified powder resin for cement admixture with a certain quality.

本発明に使用する酸化チタンは、従来よりモルタルやコンクリートに白色を付けるための顔料として用いられているものであれば特に限定されない。  The titanium oxide used in the present invention is not particularly limited as long as it is conventionally used as a pigment for imparting white color to mortar or concrete.

本発明に使用する膨張材は従来よりモルタルやコンクリートに添加され使用されている石灰系、カルシウムサルフォアルミネート系のいずれか1種類以上からなるものであれば特に限定されない。  The expansion material used in the present invention is not particularly limited as long as it is composed of at least one of lime-based and calcium sulfoaluminate-based materials that are conventionally added to mortar and concrete.

本発明に使用する高級脂肪酸は、ステアリン酸類であれば特に限定されないが、ステアリン酸カルシウム、ステアリン酸亜鉛、ステアリン酸マグネシウムの何れか1種類以上を用いることが好ましい。  The higher fatty acid used in the present invention is not particularly limited as long as it is stearic acid, but it is preferable to use one or more of calcium stearate, zinc stearate, and magnesium stearate.

本発明で調整用として使用される骨材及び無機顔料としては従来からモルタルやコンクリートで使用されているものであれば特に限定されないが、骨材に関しては、汎用性、入手容易性において川砂、珪砂、炭酸カルシウム、パーライト等の軽量骨材の混合品を用いることが好ましい。また、無機顔料としては、酸化鉄等が挙げられる。  Aggregates and inorganic pigments used for adjustment in the present invention are not particularly limited as long as they are conventionally used in mortar and concrete, but regarding aggregates, river sand and silica sand are versatile and readily available. It is preferable to use a mixture of lightweight aggregates such as calcium carbonate and pearlite. Moreover, iron oxide etc. are mentioned as an inorganic pigment.

また、本発明の不陸調整機能と美観を伴った表面仕上げ機能を有したモルタル組成物は、上記成分以外にも本発明の作用を阻害しない範囲で例えば、消泡剤、増粘剤、保水材、減水剤、硬化促進材、硬化遅延材、無機質繊維、有機質繊維、有機顔料、防腐剤、抗菌剤、撥水剤、EVA系再乳化粉末樹脂等を混和させてもよい。  In addition, the mortar composition having the surface finish function with the unevenness adjusting function and the aesthetics of the present invention is, for example, an antifoaming agent, a thickener, Materials, water reducing agents, curing accelerators, curing retarders, inorganic fibers, organic fibers, organic pigments, antiseptics, antibacterial agents, water repellents, EVA re-emulsified powder resins, and the like may be mixed.

また、本発本発明の不陸調整機能と美観を伴った表面仕上げ機能を有したモルタル組成物を有効に実施出来る施工方法は、コテやヘラを用いた工法であるが、その過程において、本発明の作用を阻害しない範囲で、コンクリート下地へのプライマー処理、水打ち処理を施すことが好ましい。また、準備の工程としては、コンクリート構造物表面に付いた離型剤分、ほこり、レイタンスの除去を行うことが好ましい。  In addition, the construction method that can effectively implement the mortar composition having the surface finish function with the unevenness adjustment function and the aesthetics of the present invention is a construction method using a trowel or a spatula. As long as the action of the invention is not hindered, it is preferable to perform primer treatment and water hammering treatment on the concrete base. Moreover, as a preparation process, it is preferable to remove the mold release agent, dust and latency attached to the surface of the concrete structure.

本発本発明の不陸調整機能と美観を伴った表面仕上げ機能を有したモルタル組成物は、粘り気が少なく、コテやヘラを用いて塗りつける工法を行うにあたり、作業性に優れ、モルタルがフレッシュな状態の時にだれにくく25mmまでの厚塗りが可能なため、コテやヘラにより様々な形や模様を成型することが可能である。  The mortar composition having a surface finish function with a non-land surface adjustment function and an aesthetic appearance of the present invention is less sticky, has excellent workability when applying with a trowel or spatula, and the mortar is fresh. Since it is difficult to droop when it is in a state, it can be thickly coated up to 25 mm, so various shapes and patterns can be molded with a trowel or spatula.

以下実施例を用いて、不陸調整機能と美観を伴った表面仕上げ機能を有したモルタル組成物を詳細に説明するが、実施例のみに限定されるわけではない。  Hereinafter, the mortar composition having a surface finish function with an uneven surface adjusting function and an aesthetic appearance will be described in detail using examples, but is not limited to the examples.

セメントと骨材と水の重量比が1:1:0.5となる水セメント比が50%のモルタルを基本配合とし、基本配合に本発明で有効となるアクリル系再乳化粉末樹脂、酸化チタン、膨張材、高級脂肪酸の割合を変化させて加え、色調を得るために無機顔料を添加し、混和剤、繊維等を用い、左官コテで施工可能な状態の柔らかさとした材料約2.5kgを高速ハンドミキサにて十分に撹拌して作成し、本発明が有効となる配合の割合を試験した。  An acrylic re-emulsified powder resin, titanium oxide, which is based on mortar with a water-to-cement ratio of 50% and a cement / aggregate / water weight ratio of 1: 1: 0.5. Add about 2.5kg of material that is soft enough to be applied with plastering iron, using inorganic additives to add color, changing the proportion of expanding material and higher fatty acids, adding inorganic pigment to obtain color tone, admixture, fiber, etc. It was prepared by sufficiently stirring with a high-speed hand mixer, and the proportion of the blending in which the present invention was effective was tested.

Figure 2013023429
(実施例1〜7)
表1に示す実施例1〜7の配合において、本発明におけるモルタルで有効な成分であるアクリル系再乳化粉末樹脂、酸化チタン、膨張材、高級脂肪酸の添加量を変化させ性能評価を行った。
(比較例1〜8)
表1に示す比較例1、2はアクリル系再乳化粉末樹脂の添加量、比較例3、4は酸化チタンの添加量、比較例5、6は膨張材の添加量、比較例7、8は高級脂肪酸の添加量に着目して性能評価を行った。
Figure 2013023429
(Examples 1-7)
In the formulations of Examples 1 to 7 shown in Table 1, performance evaluation was performed by changing the addition amounts of acrylic re-emulsified powder resin, titanium oxide, expansion material, and higher fatty acid, which are mortar and effective components in the present invention.
(Comparative Examples 1-8)
Comparative Examples 1 and 2 shown in Table 1 are addition amounts of acrylic re-emulsified powder resin, Comparative Examples 3 and 4 are addition amounts of titanium oxide, Comparative Examples 5 and 6 are addition amounts of expansion material, and Comparative Examples 7 and 8 are Performance evaluation was performed focusing on the amount of higher fatty acid added.

※以下に試験配合に用いた商品名を表す。
セメント:太平洋セメント社製 普通ポルトランドセメント
アクリル系再乳化粉末樹脂:日本合成化学社製 モビニールLDM7000P
酸化チタン:戸田工業社製 チタンホワイト
膨張材:電気化学工業社製 CSA#10
高級脂肪酸:試薬 ステアリン酸カルシウム
細骨材:トーヨーマテラン社製 シリカサンド5号
無機顔料:ランクセス社製 バイフェロックス920G
繊維:日本電気硝子社製 チョップドストランドACS6H−103
増粘剤:信越化学工業社製 Hiメトローズ90SH4000
保水材:ホージュン社製 ベントナイト榛名
減水剤:花王社製 マイティー21P
* Product names used in the test formulation are shown below.
Cement: Ordinary Portland cement manufactured by Taiheiyo Cement, Inc. Acrylic re-emulsified powder resin: Movinyl LDM7000P manufactured by Nippon Synthetic Chemical Co., Ltd.
Titanium oxide: Titanium white manufactured by Toda Kogyo Co., Ltd. Expanding material: CSA # 10 manufactured by Electrochemical Co.
Higher fatty acid: Reagent Calcium stearate Fine aggregate: Silica sand No. 5 manufactured by Toyo Materan Inorganic pigment: Baiferox 920G manufactured by LANXESS
Fiber: Nippon Electric Glass Co., Ltd. Chopped Strand ACS6H-103
Thickener: Hi-Metrouse 90SH4000 manufactured by Shin-Etsu Chemical Co., Ltd.
Water retention material: Hojun Co., Ltd. Bentonite Haruna Water reducing agent: Kao Corporation Mighty 21P

試験方法
(1)塗り厚さ及び作業性評価
環境温度20±2℃の試験場にて、コンクリートブロックを用い、段差を付けて積み付けた壁面に、実施例1〜7、比較例1〜8のモルタル試験材料を約2.5kg練り上げ、左官コテを用いて、厚さ2mm以上を塗りつけ以下の基準にて評価を行った。
○:厚さ25mm以上塗りつけ可能、コテにべとつかず作業性良好
△:厚さ10〜25mm塗りつけ可能、コテに多少べとつくが作業性比較的良好
×:厚さ25mm塗りつけ不可能、コテにべとつき有り、ダレ有り、作業性悪い
Test Method (1) Coating Thickness and Workability Evaluation Examples 1 to 7 and Comparative Examples 1 to 8 were applied to wall surfaces stacked with steps using concrete blocks at a test site with an environmental temperature of 20 ± 2 ° C. About 2.5 kg of the mortar test material was kneaded, and using a plastering iron, a thickness of 2 mm or more was applied, and evaluation was performed based on the following criteria.
○: Thickness of 25 mm or more can be applied, and the workability is good without sticking to the iron. Δ: Thickness of 10 to 25 mm can be applied, the iron is somewhat sticky but the workability is relatively good. There is sagging, workability is bad

(2)白華性
モルタル材料の1次白華が発生しやすいように、3±2℃の環境を有する試験場にて、吸水性能の高いコンクリートブロックを設置し、上記(1)の評価試験と同様に練り上げられたモルタル試験材料を厚さ2〜25mmになるように左官コテで塗りつけ、24時間後2次白華を狙い、スプレーにて水を試験材料にまんべんなく噴霧する作業を2時間おきに4回、翌日も同様に4回、この作業を3日間繰り返しその後14日間放置し以下の基準にて評価を行った。
○:白華無し
△:表面に薄い白華現象がみられるが、手でこすると消える程度
×:白華現象多い
(2) Whiteness In order to easily generate primary whiteness of mortar materials, a concrete block with high water absorption performance is installed at a test site having an environment of 3 ± 2 ° C. Similarly, apply a mortar test material that has been kneaded with a plastering iron to a thickness of 2 to 25 mm. After 24 hours, aim at the secondary white flower and spray water evenly onto the test material every 2 hours. This operation was repeated 4 times and the same 4 times on the next day for 3 days, and then allowed to stand for 14 days for evaluation according to the following criteria.
○: No white flower △: Thin white flower phenomenon is seen on the surface, but disappears when rubbed by hand.

(3)中性化抑制試験
20±2℃環境の試験室にて、上記(1)の評価試験と同様に練り上げられたモルタル試験材料を40×40×160mmの直方体型枠に打設し、翌日脱型した供試体を屋外に炭酸ガス濃度5%、相対湿度60±10%、温度20±2℃の環境試験下で28日間養生後、割裂し、フェノールフタレイン1%溶液を塗布し、中性化深さを測定し以下の基準にて評価を行った。
○:中性化深さが平均して3mm以下で、中性化抑制効果がある
×:中性化深さが平均して3mm以上で、中性化抑制効果が乏しい
(3) Neutralization suppression test In a test room of 20 ± 2 ° C environment, the mortar test material kneaded in the same manner as in the evaluation test of (1) above was placed in a 40 x 40 x 160 mm cuboid mold, The specimen that was demolded the next day was cured outdoors for 28 days under an environmental test at a carbon dioxide concentration of 5%, a relative humidity of 60 ± 10%, and a temperature of 20 ± 2 ° C., and a 1% solution of phenolphthalein was applied. The neutralization depth was measured and evaluated according to the following criteria.
○: Neutralization depth is 3 mm or less on average, and there is neutralization suppression effect ×: Neutralization depth is 3 mm or more on average, and neutralization suppression effect is poor

(4)ひび割れ評価試験
20±2℃環境の試験室にて、上記(1)の評価試験と同様に練り上げられたモルタル試験材を300×300の面積を有するコンクリート製の平板全面に厚さ5mmにて塗りつけ、翌日以降屋外に28日暴露後目視にてひび割れの有無を確認し以下の基準にて評価を行った。
○:ひび割れ無しで良好
×:ひび割れあり
(4) Crack evaluation test A mortar test material kneaded in the same manner as in the evaluation test of (1) above in a test room of 20 ± 2 ° C. is 5 mm thick on the entire surface of a concrete flat plate having an area of 300 × 300. After the following day, after the 28th exposure outdoors, the presence or absence of cracks was confirmed by visual inspection, and evaluation was performed according to the following criteria.
○: Good without cracking ×: Cracking

(5)美観性能評価試験(促進耐候性評価試験)
上記(1)の評価試験と同様に練り上げられたモルタル試験材料を用いて90×90×10mmの供試体を作成し、スーパーUV試験装置(機械メーカー:Q Lab Corporation製)を用い、波長QUV−A340nm、温度60℃、照度0.71W/mの設定にて、UV照射及び4時間毎のミスト噴霧を繰返し300時間行ったものと、試験装置を用いず、20±2℃の環境条件に静置しておいたものとの比較を目視にて以下の基準にて評価を行った。
○:違いが見られない
△:部分的に色落ちがみられる程度
×:変色又は、色落ちが激しい
(5) Aesthetic performance evaluation test (accelerated weather resistance evaluation test)
A 90 × 90 × 10 mm specimen was prepared using the mortar test material kneaded in the same manner as in the evaluation test of (1) above, and the wavelength QUV− was measured using a super UV test apparatus (machine manufacturer: manufactured by Q Lab Corporation). With the setting of A340nm, temperature 60 ° C, illuminance 0.71W / m 2 , UV irradiation and mist spraying every 4 hours for 300 hours, and 20 ± 2 ° C environmental conditions without using test equipment The comparison with what was left still was evaluated visually according to the following criteria.
○: No difference is observed Δ: Partial color fading is observed ×: Discoloration or severe color fading

上記試験(1)〜(5)の結果を表2に示した。

Figure 2013023429
The results of the tests (1) to (5) are shown in Table 2.
Figure 2013023429

評価結果
以下、表1及び表2を用いて、セメント100重量部に対してその他の構成材料の重量部の変化により、評価結果を説明することとする。
Evaluation Results Hereinafter, using Table 1 and Table 2, the evaluation results will be described based on changes in weight parts of other constituent materials with respect to 100 parts by weight of cement.

比較例2のように、アクリル系再乳化粉末樹脂10重量部の添加量では多く、モルタルがべとついてしまい作業性が悪い。しかし、実施例3によりアクリル系再乳化粉末樹脂が8重量部の添加量になると、べとつきが無く作業性が良好であった。比較例4のように、酸化チタンの添加量が25重量部になると、モルタルが柔らかくなりダレが発生し、25mm以上の塗り厚さを確保出来なくなり、更に硬化遅延が発生した。比較例8のように高級脂肪酸の添加量が4重量部になると、材料の混ざりが悪くばさつきが出て作業性が悪い結果となった。  As in Comparative Example 2, the addition amount of 10 parts by weight of the acrylic re-emulsified powder resin is large, and the mortar becomes sticky, resulting in poor workability. However, when the amount of the acrylic re-emulsified powder resin in Example 3 was 8 parts by weight, there was no stickiness and workability was good. As in Comparative Example 4, when the added amount of titanium oxide was 25 parts by weight, the mortar became soft and sagging occurred, and a coating thickness of 25 mm or more could not be secured, and further a delay in curing occurred. When the amount of the higher fatty acid added was 4 parts by weight as in Comparative Example 8, the mixing of the materials was poor and the texture was uneven, resulting in poor workability.

比較例1のように、アクリル系再乳化粉末樹脂0.5重量部の添加量では少なく、モルタル仕上げ表面に緻密性が無く白華性能が落ちた。また、比較例7のように、高級脂肪酸が添加されていない場合は、モルタル表面の水分の流出入が多くなり白華した。しかし、実施例6のように高級脂肪酸の添加量が0.1重量部であると、白華性能はかなり改善された。  As in Comparative Example 1, the addition amount of 0.5 parts by weight of the acrylic re-emulsified powder resin was small, and the surface of the mortar finished surface was not dense and the white flower performance fell. Moreover, when the higher fatty acid was not added like the comparative example 7, the inflow and inflow of the water | moisture content of the mortar surface increased, and it became white. However, when the amount of the higher fatty acid added was 0.1 parts by weight as in Example 6, the white flower performance was considerably improved.

比較例3のように、酸化チタン2重量部の添加量では少なく、中性化抑制効果に劣る。比較例5では膨張材の添加量が少なく表面に数本の微細な収縮ひび割れが生じ、また、比較例6では膨張材の添加量が多く表面に亀甲状の膨張ひび割れが発生し、何れもひび割れ部の中性化がひどい状態となった。  As in Comparative Example 3, the addition amount of 2 parts by weight of titanium oxide is small, and the neutralization suppressing effect is poor. In Comparative Example 5, the amount of the expanded material added is small, and several fine shrinkage cracks occur on the surface. In Comparative Example 6, the amount of the expanded material added is large, and a turtle-shell-shaped expanded crack is generated on the surface. The neutralization of the department became terrible.

促進耐候性評価試験での変色による美観損失は、比較例3の酸化チタン2重量部の添加量では少なく色落ちし、比較例5及び6の膨張材の添加量では表面ひび割れが発生しそこから変色が発生し美観が損なわれる結果となった。  The aesthetic loss due to discoloration in the accelerated weather resistance evaluation test is less discolored with the addition amount of 2 parts by weight of titanium oxide of Comparative Example 3, and the surface cracking occurs with the addition amount of the expansion material of Comparative Examples 5 and 6. Discoloration occurred, resulting in a loss of aesthetics.

上記評価結果により、アクリル系再乳化粉末樹脂の添加量が2を下回ると白華、中性化に対する性能が発揮されず、8を上回ると材料にべとつきが出てしまい作業性が劣る。酸化チタンの添加量が3を下回ると中性化、変色に対する性能が発揮されず、20を上回るとダレと硬化遅延を引き起こし不具合が起こる。膨張材の添加量が2を下回ると収縮ひび割れが発生し、10を上回ると膨張ひび割れが発生し、いずれもひび割れから不具合が発生する。高級脂肪酸の添加量が0.1を下回るとモルタル表面の水の吸排出が多くなり白華を引き起こしやすく、3を上回ると材料にばさつきが発生してしまい作業性が悪くなる。  From the above evaluation results, when the addition amount of the acrylic re-emulsified powder resin is less than 2, the performance for white flower and neutralization is not exhibited, and when it exceeds 8, the material becomes sticky and the workability is inferior. When the added amount of titanium oxide is less than 3, the neutralization and discoloration performance is not exhibited. If the amount of the expansion material added is less than 2, shrinkage cracks are generated, and if it exceeds 10, expansion cracks are generated. If the amount of the higher fatty acid added is less than 0.1, water on the mortar surface will be absorbed and discharged more easily, and if it exceeds 3, the material will be scattered and the workability will deteriorate.

本発本発明の不陸調整機能と美観を伴った表面仕上げ機能を有したモルタル組成物は、コテ作業性が良く、下地コンクリートの不陸が25mmまでなら、1回のコテ作業により修正出来、かつ白華抑制性能、中性化抑制性能、収縮ひび割れ抑制性能、耐候性に優れ表面美観を保つことが出来る性能を有することから、短時間で不陸調整と仕上げの工程を行いたい場合や、凹凸の大きい模様をつけて仕上げる必要のある構造物の表面仕上げ材としても使用出来る。  The mortar composition having the surface finish function with the non-land surface adjustment function and the aesthetics of the present invention has good iron workability, and can be corrected by a single iron work if the unevenness of the ground concrete is up to 25 mm, And since it has the ability to keep the surface aesthetics excellent in whiteness suppression performance, neutralization suppression performance, shrinkage cracking suppression performance, weather resistance, if you want to perform the unevenness adjustment and finishing process in a short time, It can also be used as a surface finish for structures that need to be finished with patterns with large irregularities.

Claims (5)

セメント100重量部に対し、アクリル系再乳化粉末樹脂2〜8重量部、酸化チタン3〜20重量部、膨張材2〜10重量部、高級脂肪酸0.1〜3重量部の範囲で添加された材料を、細骨材、無機顔料、水で調整してなるモルタル組成物及びその施工方法。  It was added in an amount of 2 to 8 parts by weight of acrylic re-emulsified powder resin, 3 to 20 parts by weight of titanium oxide, 2 to 10 parts by weight of an expanding material, and 0.1 to 3 parts by weight of higher fatty acid with respect to 100 parts by weight of cement. A mortar composition prepared by adjusting materials with fine aggregate, inorganic pigment, and water, and a method for its construction. 請求項1記載のモルタル組成物を、コテやヘラを用いて2mm〜25mmの厚さで一度に塗りつけ仕上げる工法によることを特徴とする施工方法。  A construction method comprising applying the mortar composition according to claim 1 at a thickness of 2 mm to 25 mm at once using a trowel or a spatula. 請求項1記載の膨張材は、石灰系、カルシウムサルフォアルミネート系のいずれか1種類以上からなるものであることを特徴とするモルタル組成物。  The mortar composition according to claim 1, wherein the expansion material is one or more of lime-based and calcium sulfoaluminate-based. 請求項1記載の高級脂肪酸は、ステアリン酸類を用いることを特徴とするモルタル組成物。  The higher fatty acid according to claim 1, wherein a stearic acid is used. 請求項4記載のステアリン酸類とは、ステアリン酸カルシウム、ステアリン酸亜鉛、ステアリン酸マグネシウムの何れか1種類以上を用いた請求項1記載によるモルタル組成物。  5. The mortar composition according to claim 1, wherein the stearic acid according to claim 4 uses at least one of calcium stearate, zinc stearate, and magnesium stearate.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016044080A (en) * 2014-08-19 2016-04-04 宇部興産株式会社 Polymer cement composition, polymer cement mortar, and mortar hardened body
JP2017043975A (en) * 2015-08-27 2017-03-02 セメダイン株式会社 Interior-exterior method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016044080A (en) * 2014-08-19 2016-04-04 宇部興産株式会社 Polymer cement composition, polymer cement mortar, and mortar hardened body
JP2017043975A (en) * 2015-08-27 2017-03-02 セメダイン株式会社 Interior-exterior method

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