JP2002080254A - Cement mortar composition for continuous footing - Google Patents

Cement mortar composition for continuous footing

Info

Publication number
JP2002080254A
JP2002080254A JP2000268799A JP2000268799A JP2002080254A JP 2002080254 A JP2002080254 A JP 2002080254A JP 2000268799 A JP2000268799 A JP 2000268799A JP 2000268799 A JP2000268799 A JP 2000268799A JP 2002080254 A JP2002080254 A JP 2002080254A
Authority
JP
Japan
Prior art keywords
cement
mortar
synthetic resin
cement mortar
mortar composition
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.)
Pending
Application number
JP2000268799A
Other languages
Japanese (ja)
Inventor
Hiroto Takeya
裕人 竹谷
Ryoji Tatsuta
良二 立田
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.)
TAKEYA KAGAKU KENKYUSHO KK
Original Assignee
TAKEYA KAGAKU KENKYUSHO KK
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 TAKEYA KAGAKU KENKYUSHO KK filed Critical TAKEYA KAGAKU KENKYUSHO KK
Priority to JP2000268799A priority Critical patent/JP2002080254A/en
Publication of JP2002080254A publication Critical patent/JP2002080254A/en
Pending legal-status Critical Current

Links

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
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0028Aspects relating to the mixing step of the mortar preparation
    • C04B40/0039Premixtures of ingredients
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/21Efflorescence resistance
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/60Flooring materials

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Foundations (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PROBLEM TO BE SOLVED: To enhance workability of mortar composition for continuous footing capable of coating thinly within 5 mm thick, without generating interface separation or crack and especially less prone to cause efflorescent phenomenon. SOLUTION: In the cement mortar composition for continuous footing mixed with cement, fine aggregate and water dispersive synthetic resin, which is made from a mixture of ethylene-vinyl acetate copolymer or acrylic resin or mixture of both, the cement mortar composition is mixed with the water dispersive synthetic resin of 15-40 pts.wt. to the cement of 100 pts.wt. The cement mortar for continuous footing which can be applied thinly within 5 mm thick, without generating interface separation or crack less prone to cause efflorescent phenomenon, can be formed by mixing a lot of prescribed water dispersive synthetic resin.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明が属する技術分野】この発明は、建物の基礎表面
をモルタル塗装するための既調合材であって、使用時に
加水および混練して用いる布基礎用セメントモルタル組
成物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ready-mixed material for mortar coating a foundation surface of a building, and to a cement mortar composition for a cloth foundation used by adding and kneading water at the time of use.

【0002】[0002]

【従来の技術】一般に、住宅その他の基礎工事におい
て、建物の荷重を地盤に伝えて構造物を安全に支持する
ために、基礎スラブおよび地業からなる基礎が構築され
ている。
2. Description of the Related Art In general, in a house or other foundation work, a foundation consisting of a foundation slab and a foundation is constructed in order to transmit a load of a building to the ground and safely support a structure.

【0003】このような基礎は、建物の大きさや地盤な
どの条件に応じて種々の形態のものがあり、特に一連の
柱や壁を帯のような長い基礎で支持する構造のものは、
布基礎または連続基礎などと称されている。
[0003] There are various types of such foundations depending on the conditions such as the size of the building and the ground. In particular, those having a structure in which a series of pillars and walls are supported by a long foundation such as a belt,
It is called cloth foundation or continuous foundation.

【0004】通常、布基礎は、基礎スラブの基材として
鉄筋コンクリートを用い、その表面をセメントモルタル
で被覆して表面をきれいに整えるか、または表装用の板
材(ボード)などで被覆して見栄え良く構築されてい
る。
[0004] Normally, a cloth foundation is made of reinforced concrete as a base material of a foundation slab, and its surface is covered with cement mortar to prepare the surface neatly, or is covered with a plate material (board) for surface mounting and the like, and is constructed with a good appearance. Have been.

【0005】そして、布基礎の表面をセメントモルタル
で被覆する場合は、左官作業で所定の厚みに左官用セメ
ントモルタルを塗布するが、その際には、予め基材の粗
面を平滑にする、いわゆる下地調整をし、さらに仕上げ
のモルタルを塗工している。
[0005] When the surface of the cloth base is covered with cement mortar, plastering cement mortar is applied to a predetermined thickness by plastering work. In this case, the rough surface of the base material is smoothed in advance. They adjust the so-called groundwork and apply a finishing mortar.

【0006】左官用モルタル材として周知のポリマーセ
メントと呼ばれるモルタル組成物は、セメントモルタル
に合成樹脂エマルジョン(水分散性の合成樹脂粉末であ
ってもよい。)またはゴムラテックスを混入して保水
性、こて伸び、下地への付着力の向上を図ったセメント
モルタルである。配合成分の合成樹脂エマルジョンは、
アクリル樹脂または酢酸ビニル−エチレン共重合樹脂が
用いられ、そのモルタルへの配合割合は、通常、セメン
ト100重量部に対する樹脂固形分の重量比(以下、ポ
リマー/セメント比という。)として5〜10重量部程
度で充分であり、布基礎に用いるモルタルの場合は2〜
5重量部程度であった。
A mortar composition called polymer cement, which is well known as a plastering mortar material, is prepared by mixing a cement resin mortar with a synthetic resin emulsion (which may be a water-dispersible synthetic resin powder) or rubber latex to retain water. It is a cement mortar that elongates and improves adhesion to the substrate. The synthetic resin emulsion of the ingredients is
An acrylic resin or a vinyl acetate-ethylene copolymer resin is used, and its compounding ratio in the mortar is usually 5 to 10% by weight as a resin solid content weight ratio (hereinafter referred to as polymer / cement ratio) with respect to 100 parts by weight of cement. Parts is sufficient, and in the case of mortar used for fabric foundation,
It was about 5 parts by weight.

【0007】[0007]

【発明が解決しようとする課題】しかし、上記した従来
の布基礎用のモルタルは、下地表面に厚さ10〜15m
m程度に厚塗りしなければひび割れしやすいという問題
点がある。
However, the above-mentioned conventional mortar for fabric foundation has a thickness of 10 to 15 m on the surface of the base.
If it is not applied thickly to about m, there is a problem that it is easy to crack.

【0008】このようなひび割れ(クラックとも呼ばれ
る。)は、通常、基礎の内部から生じたクラックが表面
にまで現れたのものか、または表層と下地層の間に膨張
・収縮率の違いがあって、それが温度差や乾燥程度の差
によって層の界面に応力が生じて界面剥離やクラックが
生じたものと考えられる。
[0008] Such cracks (also called cracks) are usually caused by cracks generated from the inside of the foundation up to the surface or due to a difference in expansion / shrinkage ratio between the surface layer and the underlayer. This is considered to be caused by the occurrence of stress at the interface of the layers due to the difference in temperature and the degree of drying, resulting in interfacial separation and cracking.

【0009】また、布基礎の表面にこて塗りするモルタ
ルは、できるだけ薄く形成することが施工効率を向上さ
せるために好ましい。しかし、モルタルを5mm以下に
薄塗りして乾燥させると、布基礎の表面に白い粉が吹き
出たようになる状態、いわゆる白華現象が起こりやすい
という問題がある。
It is preferable that the mortar to be troweled on the surface of the fabric base is formed as thin as possible in order to improve construction efficiency. However, when the mortar is thinly applied to a thickness of 5 mm or less and dried, there is a problem that a state in which white powder is blown out on the surface of the fabric base, that is, a so-called efflorescence phenomenon easily occurs.

【0010】そこで、この発明の課題は、上記した問題
点を解決して、布基礎用のモルタル組成物を作業性が良
いように厚さ5mm以下に薄塗りでき、しかも界面剥離
やクラックが発生せず、特に白華現象の起こり難いもの
にすることである。
Accordingly, an object of the present invention is to solve the above-mentioned problems and to apply a mortar composition for a cloth foundation to a thickness of 5 mm or less so that workability is good, and furthermore, interfacial peeling and cracking occur. Instead, it should be one in which the phenomenon of efflorescence is unlikely to occur.

【0011】[0011]

【課題を解決するための手段】上記の課題を解決するた
めに、この発明においては、セメント、細骨材および水
分散性合成樹脂を配合した布基礎用セメントモルタル組
成物において、前記水分散性合成樹脂が、エチレン−酢
酸ビニル共重合体もしくはアクリル樹脂または両者を配
合した混合物からなり、前記セメント100重量部に対
して水分散性合成樹脂(固形分)を15〜40重量部配
合することを特徴とする布基礎用セメントモルタル組成
物としたのである。
In order to solve the above problems, the present invention provides a cement mortar composition for a cloth base, comprising cement, fine aggregate and a water dispersible synthetic resin. The synthetic resin is composed of an ethylene-vinyl acetate copolymer or an acrylic resin or a mixture of both, and the water-dispersible synthetic resin (solid content) is compounded in an amount of 15 to 40 parts by weight based on 100 parts by weight of the cement. This is a characteristic cement mortar composition for fabric foundation.

【0012】上記したように構成される布基礎用セメン
トモルタル組成物は、所定の水分散性合成樹脂が、固形
分で15〜40重量部という多量に配合されていること
により、厚さ5mm以下に薄塗りでき、しかも界面剥離
やクラックが発生せず、また白華現象の起こり難いもの
になる。
[0012] The cement mortar composition for a fabric foundation constructed as described above has a thickness of 5 mm or less because a predetermined water-dispersible synthetic resin is blended in a large amount of 15 to 40 parts by weight in solid content. The coating can be applied thinly, and no interfacial peeling or cracking occurs, and the efflorescence phenomenon hardly occurs.

【0013】上記の布基礎用セメントモルタル組成物に
おいて、細骨材が、粒径3mm以下の粒径であること
が、こて塗りの作業効率がよくなって好ましく、また厚
さ5mm以下に均一に薄塗りを行うためにも好ましい。
In the cement mortar composition for fabric foundation described above, it is preferable that the fine aggregate has a particle size of 3 mm or less, because the work efficiency of troweling is improved, and the uniform thickness is 5 mm or less. It is also preferable for thin coating.

【0014】[0014]

【発明の実施の形態】この発明に用いるセメントは、左
官工事に使用可能なセメントであれば良く、色調を調整
し、また需要者の要望に応じた周知のセメント類を選択
して使用できる。例えば、ポルトランドセメントや白色
セメント、カラーセメントなどがこの発明に用いるセメ
ントの具体例として挙げられる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The cement used in the present invention may be any cement that can be used for plastering work, and can be used by adjusting the color tone and selecting a well-known cement according to the demands of a consumer. For example, portland cement, white cement, color cement and the like are specific examples of the cement used in the present invention.

【0015】この発明に用いる細骨材は、骨材としてそ
の粒径が余り大きなものではなく、例えば粒径3mm以
下の粒径の砂、パーライトまたはバーミキュライトなど
を採用できる。粒径3mm以下の粒径の細骨材は、これ
を添加したモルタルのこて塗りの作業効率を向上させ、
厚さ5mm以下という薄厚で均一な層にモルタルを塗装
できるようにできる。
The fine aggregate used in the present invention does not have a very large particle size as the aggregate. For example, sand, perlite or vermiculite having a particle size of 3 mm or less can be used. Fine aggregate having a particle size of 3 mm or less improves the work efficiency of trowel coating of mortar to which this is added,
The mortar can be applied to a thin and uniform layer having a thickness of 5 mm or less.

【0016】細骨材のうち、砂は、川砂を採用すること
が好ましく、左官用砂の標準粒度(JASS 15)の
好ましいものは、B種、より好ましくはC種であり、粒
度分布の狭いものが好ましい。例えば中国産出の硅砂で
20〜100メッシュ程度の粒径のものであれば、特に
好ましいものであるといえる。
Among fine aggregates, the sand is preferably river sand, and the standard particle size (JASS 15) of plaster sand is preferably type B, more preferably type C, and the particle size distribution is narrow. Are preferred. For example, silica sand produced in China having a particle size of about 20 to 100 mesh is particularly preferable.

【0017】また、パーライトは、真珠岩または黒曜岩
を粉砕し、約1000℃に加熱し膨張させたものである
が、単位容積重量が0.02〜0.5kg/程度の軽量
骨材であり、粒形は真珠岩系は不定形、黒曜岩系は球形
である。
Perlite is obtained by pulverizing perlite or obsidian, heating it to about 1000 ° C., and expanding it. It is a lightweight aggregate having a unit weight of about 0.02 to 0.5 kg /. There is an irregular shape in the perlite system and a spherical shape in the obsidian system.

【0018】バーミキュライトは、ひる石(膨張性雲
母)を粒度調整し、約1000℃に加熱して膨張させた
ものであり、単位容積重量は、0.1〜0.4kg/l
程度の粒状または鱗片状粒子である。
Vermiculite is obtained by adjusting the particle size of vermiculite (expandable mica) and expanding it by heating to about 1000 ° C. The unit weight per unit volume is 0.1 to 0.4 kg / l.
It is a granular or flaky particle.

【0019】この発明に用いる水分散性合成樹脂は、細
骨材よりも細粒径の合成樹脂の粉末または水性エマルジ
ョンであり、液体のものは乳化重合した際の液体または
その濃縮液であり、粉末のものはそれを乾燥して形成さ
れるエチレン−酢酸ビニル共重合物粉末もしくはアクリ
ル樹脂粉末または両者を配合した混合粉末である。
The water-dispersible synthetic resin used in the present invention is a powder or an aqueous emulsion of a synthetic resin having a smaller particle diameter than the fine aggregate, and the liquid one is a liquid obtained by emulsion polymerization or a concentrated liquid thereof. The powder is an ethylene-vinyl acetate copolymer powder or an acrylic resin powder formed by drying the powder, or a mixed powder containing both powders.

【0020】このうち、エチレン−酢酸ビニル共重合物
(以下、EVAと略記する。)は、エチレンと酢酸ビニ
ルが、ランダムに共重合された熱可塑性高分子であり、
酢酸ビニルの共重合比が大きいものほど柔軟であり、粉
末のものは乳化重合法の工程でEVAエマルジョンを乾
燥することによって製造され、エチレン含有量が60%
未満の再分散性合成樹脂エマルジョン粉末である。市販
のEVA粉末としては、Elotex AG社製:El
otex 1080が挙げられる。
Among them, ethylene-vinyl acetate copolymer (hereinafter abbreviated as EVA) is a thermoplastic polymer in which ethylene and vinyl acetate are randomly copolymerized,
The larger the copolymerization ratio of vinyl acetate is, the more flexible it is. The powdery one is produced by drying the EVA emulsion in the emulsion polymerization step, and the ethylene content is 60%.
Less than a redispersible synthetic resin emulsion powder. Commercially available EVA powders include those manufactured by Elotex AG: El
OTEX 1080.

【0021】アクリル樹脂は、例えば水溶性オリゴマー
の存在下で、(メタ)アクリル酸エステルを少なくとも
含むモノマー組成物を水性媒体中で共重合して核を形成
した後、この水溶性オリゴマー及び核の存在下で、エチ
レン性不飽和カルボン酸と(メタ)アクリル酸エステル
とを乳化重合してこの核上に表層を少なくとも形成して
得られたエマルジョンを採用でき、またはこれを乾燥し
た再分散性のあるアクリル系エマルジョン粉末を採用す
ることもできる。
The acrylic resin is formed, for example, by copolymerizing a monomer composition containing at least a (meth) acrylate ester in an aqueous medium in the presence of a water-soluble oligomer to form a nucleus. In the presence, an emulsion obtained by emulsion polymerization of an ethylenically unsaturated carboxylic acid and a (meth) acrylic acid ester to form at least a surface layer on the nucleus can be used, or it can be dried and redispersible. Certain acrylic emulsion powders can also be employed.

【0022】布基礎用セメントモルタル組成物を混練す
る際に配合される水の量は、粉体のセメントモルタル材
料20kgに対して、5〜6リットル程度が基準であ
り、また温度や材料の変更に合わせて適宜に変更するこ
とがあるのは勿論である。
The amount of water to be mixed when kneading the cement mortar composition for fabric foundation is about 5 to 6 liters per 20 kg of the powder cement mortar material. Needless to say, it may be changed appropriately according to the situation.

【0023】布基礎に対して、この発明における実施形
態の発明のセメントモルタルをこて塗りするには、サン
ダーなどで段差がないように切削して整えた布基礎の表
面に対して、予め刷毛などで「水しめし」を行なった
後、約1mm以下の厚さで「しごき塗り」を行い、生乾
き状態で再度、布基礎用セメントモルタル組成物を約1
〜2mmの厚みに塗り付け、その直後に刷毛引きを行な
うようにする。
In order to trowel the cloth mortar according to the embodiment of the present invention on the cloth base, the surface of the cloth base prepared by cutting with a sander or the like so as to have no steps is previously brushed. After "water squeezing", etc., "ironing" is performed with a thickness of about 1 mm or less. Then, in a dry state, the cement mortar composition for fabric foundation is re-applied for about 1 mm.
Apply to a thickness of ~ 2 mm and brush immediately afterwards.

【0024】このようにすると、布基礎用セメントモル
タル組成物を5mm以下に均質に薄塗りでき、しかも乾
燥後も布基礎の表面に界面剥離やクラックが発生せず、
特に白華現象の起こらないものになる。
In this manner, the cement mortar composition for a cloth foundation can be uniformly applied to a thickness of 5 mm or less and even after drying, no interface peeling or cracking occurs on the surface of the cloth foundation.
In particular, the phenomenon of efflorescence does not occur.

【0025】[0025]

【実施例および比較例】[実施例1]実施例1のセメン
トモルタル組成物の材料および配合割合(%=重量%)
を以下に示した。 ポルトランドセメント 9.08% 白色セメント 14.52% 硅砂 59.9 % F4号硅砂(28メッシュ通過52%)/G5号硅砂(35メッシュ通過 39.8%)/F6号硅砂(100メッシュ通過39.4%)の混合砂 セピオライト(近江鉱業社製:ミラクレー) 1.81% エチレン−酢酸ビニル共重合物粉(Elotex AG社製:Elotex 1080) 4.54% (とのセメント合計量100重量部に対するの配合比は、19.2重量部 である。) 白華防止剤 (ステアリン酸カリウム) 0.09% 水溶性セルロースエーテル(信越ポリマー社製:メトローズ) 0.03% セルロースファイバー 0.09% 白色顔料 3.63% [比較例1、2]比較例1および比較例2のセメントモ
ルタル組成物の材料および配合割合(重量部)を下記の
表1に示した。
EXAMPLES AND COMPARATIVE EXAMPLES [Example 1] Materials and compounding ratio (% =% by weight) of the cement mortar composition of Example 1
Is shown below. Portland cement 9.08% White cement 14.52% Silica sand 59.9% F4 silica sand (28 mesh passing 52%) / G5 silica sand (35 mesh passing 39.8%) / F6 silica sand (100 mesh passing 30.9%) Sepiolite (4%) Sepiolite (Omi Mining Co., Ltd .: Miraclay) 1.81% Ethylene-vinyl acetate copolymer powder (Elotex AG: Elotex 1080) 4.54% (to 100 parts by weight of cement with Is 19.2 parts by weight.) Efflorescence inhibitor (potassium stearate) 0.09% Water-soluble cellulose ether (manufactured by Shin-Etsu Polymer: Metroose) 0.03% cellulose fiber 0.09% white Pigment 3.63% [Comparative Examples 1 and 2] Materials and compounding ratios of cement mortar compositions of Comparative Examples 1 and 2 Showed weight parts) shown in Table 1 below.

【0026】[0026]

【表1】 [Table 1]

【0027】以上の実施例1、比較例1および比較例2
に対して表1に示す割合で水を混合して混練された布基
礎用セメントモルタルを製造し、その物性について以下
の試験a,b,cを行い、布基礎用モルタルとしての特
性を評価した。
Example 1, Comparative Example 1 and Comparative Example 2
Was mixed with water in the ratio shown in Table 1 to produce a kneaded cement mortar for fabric foundation, and the following tests a, b, and c were performed for the physical properties thereof, and the properties of the mortar for fabric basis were evaluated. .

【0028】(a)耐亀裂性試験 円柱型型枠に以下の組成の試験体の基材用モルタルを調
製し、これを型枠に流し込んで図1に示す形状(外径1
5cm、高さ4cm、鋼鉄製リング外径7cm)の試験
体の基材を成形した。
(A) Crack resistance test A mortar for a base material of a test sample having the following composition was prepared in a cylindrical mold, and the mortar was poured into the mold to have a shape shown in FIG.
A base material of a test specimen having a size of 5 cm, a height of 4 cm, and a steel ring outer diameter of 7 cm) was formed.

【0029】[試験体の基材用モルタル] ポルトランドセメント 100重量部 6号硅砂 50重量部 7号硅砂 50重量部 メチルセルロース 1重量部 アルミン酸ナトリウム 1重量部 水 70重量部 実施例または比較例のモルタルに表1に示す量の水を加
えて混練し、図1に示す円筒形の基材の上端面に厚さ3
mmのモルタル層となるように被覆し、これを室温で5
0日養生し、その間におけるモルタル層の表面にクラッ
クが発生する状態を調べ、その結果を表2に示した。
[Mortar for base material of test specimen] Portland cement 100 parts by weight No. 6 silica sand 50 parts by weight No. 7 silica sand 50 parts by weight Methyl cellulose 1 part by weight Sodium aluminate 1 part by weight Water 70 parts by weight Mortar of Example or Comparative Example , And kneaded by adding an amount of water shown in Table 1 to the cylindrical base material shown in FIG.
mm of mortar layer, and
After curing for 0 days, the state in which cracks occurred on the surface of the mortar layer during that time was examined. The results are shown in Table 2.

【0030】なお、図1中の符号1は、試験体の基材、
2はモルタル層、3は鋼鉄製リングを示している。
Reference numeral 1 in FIG. 1 denotes a base material of the specimen,
Reference numeral 2 denotes a mortar layer, and reference numeral 3 denotes a steel ring.

【0031】[0031]

【表2】 [Table 2]

【0032】大:最大幅0.1mm以上のクラック 小:最大幅0.1mm未満のラック ( )内は、基材の裏面および側面に発生したクラック
である。
Large: cracks with a maximum width of 0.1 mm or more Small: racks with a maximum width of less than 0.1 mm () are cracks generated on the back and side surfaces of the substrate.

【0033】表2の結果からも明らかなように、比較例
2のモルタル層には、常温で養生しただけでクラックが
発生したが、実施例1にはモルタル層にクラックの発生
がなかった。
As is clear from the results in Table 2, cracks occurred in the mortar layer of Comparative Example 2 only by curing at room temperature, but no cracks occurred in the mortar layer in Example 1.

【0034】次に、上記養生した後の試験体を温冷サイ
クル10回(1サイクルは、50℃雰囲気に8時間置
き、その後、室温の水中に16時間浸漬する。)という
条件でモルタル層の表面に発生するクラックを観察し、
その結果を表3に示した。
Next, the cured specimen is heated and cooled 10 times (one cycle is placed in a 50 ° C. atmosphere for 8 hours and then immersed in water at room temperature for 16 hours) to form a mortar layer. Observe the cracks that occur on the surface,
Table 3 shows the results.

【0035】[0035]

【表3】 [Table 3]

【0036】表3の結果からも明らかなように、温冷サ
イクルによって比較例1および比較例2の両方にクラッ
クが発生したが、実施例1には極めて微小なクラックが
1本しか発生しなかった。
As is clear from the results in Table 3, cracks occurred in both Comparative Example 1 and Comparative Example 2 due to the heating / cooling cycle, but only one very small crack occurred in Example 1. Was.

【0037】(b)防水性試験 スレート板に対して実施例または比較例のセメントモル
タルを厚さ約2mmに塗布し、乾燥したものをテストピ
ースとしてメスピペットを取り付けた漏斗を接着し、J
IS A6909透水試験B法に準拠して透水性を評価
した。この結果を図2のグラフに示した。
(B) Waterproof test The cement mortar of the example or the comparative example was applied to a slate plate to a thickness of about 2 mm, and the dried mortar was used as a test piece and a funnel fitted with a female pipette was adhered.
The water permeability was evaluated according to IS A6909 water permeability test method B. The results are shown in the graph of FIG.

【0038】また、セメントモルタルの厚さを変えた場
合を調べるため、試験片として比較例1のモルタルを用
いて15mm厚塗布(比較例1−1)もしくは8mm厚
塗布(比較例1−2)とし、または実施例1のモルタル
を使用して3mm厚塗布(実施例1−1)もしくは2m
m厚塗布(実施例1−2)とし、上記同じ条件で防水性
試験を行ない、この結果を図3のグラフに示した。
Further, in order to examine the case where the thickness of the cement mortar was changed, a mortar of Comparative Example 1 was used as a test piece to apply 15 mm thick (Comparative Example 1-1) or 8 mm thick (Comparative Example 1-2). Or 3 m thick coating using the mortar of Example 1 (Example 1-1) or 2 m
An m-thick coating was applied (Example 1-2), and a waterproof test was performed under the same conditions as described above. The results are shown in the graph of FIG.

【0039】図2、図3の結果からも明らかなように、
実施例1のモルタルは、塗布厚が薄くても比較例1,2
のモルタルよりも透水性が低く、防水効果が優れてお
り、このことからひび割れ(クラック)が生じていない
か、または極めて小さくて少ない数のクラックしか生じ
ていないことがわかる。
As is clear from the results of FIGS. 2 and 3,
The mortar of Example 1 was used in Comparative Examples 1 and 2 even when the coating thickness was small.
The mortar has a lower water permeability than that of the mortar, and has an excellent waterproofing effect. This indicates that no cracks (cracks) have occurred or only a very small number of cracks have occurred.

【0040】(c)付着性試験 7×7×2cmの方形板試験片表面に実施例1、比較例
1,2のモルタルを厚さ3mmに塗布し、室温で4週間
養生した後、建研式引張試験機にて付着強度(N/mm
2)を測定し、この結果を表4に示した。
(C) Adhesion test The mortar of Example 1, Comparative Examples 1 and 2 was applied to a thickness of 3 mm on the surface of a 7 × 7 × 2 cm test piece of a rectangular plate and cured at room temperature for 4 weeks. Strength (N / mm
2 ) was measured, and the results are shown in Table 4.

【0041】[0041]

【表4】 [Table 4]

【0042】表中の( )内は破断部位であり、A:モ
ルタル層の破壊、B:モルタル層/基材モルタルの界面
剥離、C:基材モルタルの破壊を示す。
In the table, () indicates a fractured portion, which indicates A: fracture of the mortar layer, B: peeling of the interface between the mortar layer / base mortar, and C: fracture of the base mortar.

【0043】表4の結果からも明らかなように、比較例
1と比較例2のモルタルを塗布した試験片は、モルタル
層そのものが破壊される場合があると共に、モルタル層
と基材の界面剥離の強度が、0.5〜1.6N/mm2
という低い強度であった。
As is clear from the results shown in Table 4, the test pieces coated with the mortar of Comparative Examples 1 and 2 may break the mortar layer itself and peel off the interface between the mortar layer and the base material. Of 0.5 to 1.6 N / mm 2
It was a low strength.

【0044】これに対して、実施例1のモルタルを塗布
した試験片は、モルタル層そのものが破壊される場合が
なく、モルタル層と基材の界面剥離の強度が、2.4〜
3.4N/mm2という高い強度であった。
On the other hand, in the test piece coated with the mortar of Example 1, the mortar layer itself was not destroyed, and the strength of the interfacial peeling between the mortar layer and the base material was 2.4 to 4.0.
The strength was as high as 3.4 N / mm 2 .

【0045】[0045]

【発明の効果】この発明は、以上説明したように、所定
の水分散性合成樹脂を所定量配合した布基礎用セメント
モルタル組成物としたことにより、厚さ5mm以下に薄
塗りでき、しかも界面剥離やクラックが発生せず、また
白華現象が起こらないものになるという利点がある。
According to the present invention, as described above, a cement mortar composition for a fabric base containing a predetermined amount of a predetermined water-dispersible synthetic resin can be thinly applied to a thickness of 5 mm or less, and the interface There is an advantage that peeling and cracking do not occur and that no whitening phenomenon occurs.

【0046】また、上記発明において、細骨材および水
分散性合成樹脂が、粒径3mm以下の細粒径のものであ
れば、上記の利点に加えて、こて塗りの作業効率が向上
し、より均一に厚さ5mm以下の薄塗りを行える。
In the above invention, if the fine aggregate and the water-dispersible synthetic resin have a fine particle diameter of 3 mm or less, in addition to the above-mentioned advantages, the work efficiency of the trowel coating is improved. In addition, a thin coating having a thickness of 5 mm or less can be performed more uniformly.

【図面の簡単な説明】[Brief description of the drawings]

【図1】試験体の斜視図FIG. 1 is a perspective view of a test specimen.

【図2】実施例と比較例の防水性試験の結果を表わし、
透水量と時間の関係を示す図表
FIG. 2 shows the results of a waterproof test of Examples and Comparative Examples,
Chart showing the relationship between water permeability and time

【図3】実施例と比較例の防水性試験の結果を表わし、
透水量と時間の関係を示す図表
FIG. 3 shows the results of a waterproof test of an example and a comparative example,
Chart showing the relationship between water permeability and time

【符号の説明】[Explanation of symbols]

1 試験体の基材 2 モルタル層 3 鋼鉄製リング Reference Signs List 1 base material of specimen 2 mortar layer 3 steel ring

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C04B 24:26) C04B 24:26) F ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) C04B 24:26) C04B 24:26) F

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 セメント、細骨材および水分散性合成樹
脂を配合した布基礎用セメントモルタル組成物におい
て、 前記水分散性合成樹脂が、エチレン−酢酸ビニル共重合
体もしくはアクリル樹脂または両者を配合した混合物か
らなり、前記セメント100重量部に対して水分散性合
成樹脂を15〜40重量部配合することを特徴とする布
基礎用セメントモルタル組成物。
1. A cement mortar composition for a fabric base comprising a cement, a fine aggregate and a water-dispersible synthetic resin, wherein the water-dispersible synthetic resin comprises an ethylene-vinyl acetate copolymer or an acrylic resin or both. And a water-dispersible synthetic resin is blended in an amount of 15 to 40 parts by weight with respect to 100 parts by weight of the cement.
【請求項2】 細骨材が、粒径3mm以下の粒径のもの
である請求項1記載の布基礎用セメントモルタル組成
物。
2. The cement mortar composition for a fabric base according to claim 1, wherein the fine aggregate has a particle size of 3 mm or less.
JP2000268799A 2000-09-05 2000-09-05 Cement mortar composition for continuous footing Pending JP2002080254A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000268799A JP2002080254A (en) 2000-09-05 2000-09-05 Cement mortar composition for continuous footing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000268799A JP2002080254A (en) 2000-09-05 2000-09-05 Cement mortar composition for continuous footing

Publications (1)

Publication Number Publication Date
JP2002080254A true JP2002080254A (en) 2002-03-19

Family

ID=18755522

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000268799A Pending JP2002080254A (en) 2000-09-05 2000-09-05 Cement mortar composition for continuous footing

Country Status (1)

Country Link
JP (1) JP2002080254A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7276551B2 (en) * 2004-04-06 2007-10-02 Jean-Roch Pageau Cement composition
CN116177973A (en) * 2022-12-06 2023-05-30 北京绿京华生态园林股份有限公司 Masonry adhesive, preparation method and application thereof, masonry mortar and separation method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7276551B2 (en) * 2004-04-06 2007-10-02 Jean-Roch Pageau Cement composition
CN116177973A (en) * 2022-12-06 2023-05-30 北京绿京华生态园林股份有限公司 Masonry adhesive, preparation method and application thereof, masonry mortar and separation method thereof

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