JPH0790808A - Concrete repair material and repair construction method using this - Google Patents

Concrete repair material and repair construction method using this

Info

Publication number
JPH0790808A
JPH0790808A JP25755893A JP25755893A JPH0790808A JP H0790808 A JPH0790808 A JP H0790808A JP 25755893 A JP25755893 A JP 25755893A JP 25755893 A JP25755893 A JP 25755893A JP H0790808 A JPH0790808 A JP H0790808A
Authority
JP
Japan
Prior art keywords
concrete
repair
vinyl
weight
repair material
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
JP25755893A
Other languages
Japanese (ja)
Inventor
Ryutaro Kikuchi
龍太郎 菊地
Kazunori Aoki
一紀 青木
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.)
Hitachi Cable Ltd
Original Assignee
Hitachi Cable Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hitachi Cable Ltd filed Critical Hitachi Cable Ltd
Priority to JP25755893A priority Critical patent/JPH0790808A/en
Publication of JPH0790808A publication Critical patent/JPH0790808A/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
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/009After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone characterised by the material treated
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/45Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
    • C04B41/52Multiple coating or impregnating multiple coating or impregnating with the same composition or with compositions only differing in the concentration of the constituents, is classified as single coating or impregnation
    • 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
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/0075Uses not provided for elsewhere in C04B2111/00 for road construction
    • 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
    • C04B2111/72Repairing or restoring existing buildings or building materials

Abstract

PURPOSE:To provide an inexpensive concrete reinforcing material excellent in adhesiveness and durability and to facilitate construction work by mixing a vinyl fine particle mixture-to an epoxy resin pavement paint at a specific ratio of part by weight. CONSTITUTION:A curing agent is mixed into an epoxy two-liquid type resin pavement paint having high viscosity as a main ingredient at a ratio of 1:0.5-2.0 parts by weight. Vinyl fine particle mixture composed of vinyl resin, particle, stabilizer. filler, lubricant is charged into this mixture. By sufficient agaitation, a concrete reinforcing material 3 is obtained. On the other side, in a concrete floor 1 a groove 2 is formed, and the inside thereof is sufficiently cleaned and dried. The concrete reinforcing material 3 previously prepared is charged in the groove 2 and a surface thereof is leveled by a construction trowel 4 for flat finishing. At this time, work is conducted while applying xylene solvent to a surface of the trowel 4 in order to improve sliding.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、コンクリートの建造
物において、床や壁に生じた溝などを平らに埋め込んで
補修するコンクリート補修材と、このコンクリート補修
材を使用して施工するときの施工法に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete repairing material for repairing a concrete structure by burying a groove or the like formed in a floor or a wall, and a construction method when using the concrete repairing material. It is about.

【0002】[0002]

【従来の技術】コンクリート建造物等おいて、電気や水
道などの配管等のため、床や壁に穴や溝を空けてここに
配管などを行い、この上を平らに埋め戻すような補修工
事はよく行われている。このような補修工事に使用する
コンクリート補修材としては、従来、コンクリートと同
じ材料の市販品であるコンクリート補修材が安価である
ので主に使用されていた。また、高価な樹脂モルタル系
のコンクリート補修材を使用する場合もあった。
2. Description of the Related Art In a concrete building or the like, for repairing work such as making holes or grooves in floors or walls for piping such as piping for electricity or water, and then filling back on it flatly Well done. Conventionally, as a concrete repair material used for such repair work, a commercially available concrete repair material made of the same material as concrete has been mainly used because it is inexpensive. In addition, an expensive resin mortar-based concrete repair material is sometimes used.

【0003】[0003]

【発明が解決しようとする課題】ところが、前者の従来
のコンクリートと同じ材料の補修材を使用した補修工事
では、密着性,耐久性に乏しく、施工後約1か月程度で
よく剥離を起こしていた。また、後者のコンクリート補
修材として優れた性能を有する樹脂モルタル系のもの
は、材料が高価であるばかりか、その施工性・作業性に
難点があり満足できるものではなかった。
However, in the repair work using the former conventional repair material made of the same material as the conventional concrete, adhesion and durability are poor, and peeling often occurs in about one month after construction. It was Further, the latter resin mortar type having excellent performance as a concrete repair material is not satisfactory because not only the material is expensive but also the workability and workability thereof are difficult.

【0004】この発明はこのような点に鑑みてなされた
もので、密着性,耐久性および施工性や価格においても
極めて優れたコンクリート補修材を提供することを目的
とする。
The present invention has been made in view of the above circumstances, and an object thereof is to provide a concrete repair material excellent in adhesion, durability, workability and price.

【0005】[0005]

【課題を解決するための手段】この発明は、エポキシ樹
脂舗装用塗料にビニール系粉体混和物を1対0.5〜
2.0重量部の割合で混合し、コンクリート補修に使用
するコンクリート補修材である。また、上記コンクリー
ト補修材を使用して補修するとき、施工コテの滑りをよ
くするためにコテ面にキシレン系溶剤を塗布して行うよ
うにしたコンクリート補修施工法である。
SUMMARY OF THE INVENTION According to the present invention, a vinyl-based powder admixture is added to an epoxy resin paving paint in a ratio of 0.5 to 0.5.
It is a concrete repair material that is mixed at a ratio of 2.0 parts by weight and used for concrete repair. Further, it is a concrete repair construction method in which a xylene-based solvent is applied to the iron surface in order to improve the slippage of the iron when the above-mentioned concrete repair material is used for the repair.

【0006】[0006]

【作用】高い粘性を有するエポキシ系樹脂舗装材にビニ
ール系粉体混和物を充填することにより粘性を適度に押
さえ、密着性,耐久性の向上を図ることが可能となり、
価格を低減させることができる。また、その施工方法に
おいて、コテ面にキシレン系の溶剤を塗布しながら作業
することによって、作業性・施工性に優れたコンクリー
ト補修材となる。
[Function] By filling a vinyl-based powder admixture into an epoxy-based resin pavement material having high viscosity, the viscosity can be appropriately suppressed, and adhesion and durability can be improved.
The price can be reduced. Moreover, in the construction method, by working while applying a xylene-based solvent to the iron surface, a concrete repair material excellent in workability and workability is obtained.

【0007】[0007]

【実施例】以下、この発明のコンクリート補修材の実施
例を説明する。主剤として粘度の高いエポキシ系2液型
樹脂舗装用塗料に硬化剤を1対0.5重量部の割合で容
器に入れ、これをよく混合する。これにビニールレジ
ン,可塑剤,安定剤,充填剤,滑剤等からなるビニール
系粉体コンパウンドを0.5〜2.0重量部の割合で投
入し、これをよく撹拌してコンクリート補修材とするも
のである。上記可塑剤としてはジオクチルフタレート、
安定剤としては三塩基性硫酸塩、充填剤としては炭酸カ
ルシウム、滑剤としてはステアリン酸バリウム等が使用
される。
EXAMPLES Examples of the concrete repair material of the present invention will be described below. A curing agent is put in a container in a ratio of 1: 0.5 parts by weight to a high-viscosity epoxy two-component resin paving paint as a main component, and this is mixed well. 0.5 to 2.0 parts by weight of vinyl powder compound consisting of vinyl resin, plasticizer, stabilizer, filler, lubricant, etc. is added to this, and this is stirred well to make a concrete repair material. It is a thing. As the plasticizer, dioctyl phthalate,
Tribasic sulfate is used as a stabilizer, calcium carbonate is used as a filler, and barium stearate is used as a lubricant.

【0008】上記コンクリート補修材としてエポキシ系
2液型樹脂舗装用塗料にビニール系粉体混和物を加える
のは、エポキシ系2液型樹脂舗装用塗料は粘度が高く、
出来上がった補修剤がまだドロドロして粘ってしまって
施工性,作業性が悪くなってしまうためである。
The addition of a vinyl-based powder admixture to the epoxy-based two-component type resin paving coating material as the concrete repair material is because the epoxy-based two-component type resin paving coating material has a high viscosity.
This is because the finished repairing agent is still muddy and sticky, resulting in poor workability and workability.

【0009】次に、上記コンクリート補修材を使用して
の施工例を図面を参照して説明する。図1(A)に示す
ように、コンクリートの床1に幅100mm,長さ100
0mm,深さ30mmの溝2を形成する。そして、この溝2
内をよく清掃し、乾燥させる。この状態を図1(B)に
示す。次に、図1(C)に示すように溝2にコンクリー
ト補修材3を投入し、図1(D)に示すように表面を施
工コテ4でならして平らに仕上げるのである。このと
き、施工コテ4のコテ面表面には滑りをよくするために
キシレン系溶剤を塗布しながら作業を行う。そして、補
修部5の仕上がり状態を図1(E)に示す。
Next, an example of construction using the concrete repair material will be described with reference to the drawings. As shown in FIG. 1 (A), a concrete floor 1 has a width of 100 mm and a length of 100.
A groove 2 having a depth of 0 mm and a depth of 30 mm is formed. And this groove 2
Clean the inside and dry it. This state is shown in FIG. Next, as shown in FIG. 1 (C), the concrete repair material 3 is put into the groove 2, and the surface is leveled with the construction iron 4 to finish it flat as shown in FIG. 1 (D). At this time, the work is performed while applying a xylene-based solvent to the trowel surface of the construction trowel 4 to improve sliding. The finished state of the repair section 5 is shown in FIG.

【0010】次に、具体的なコンクリート補修材の実施
例を説明する。実施例1〜実施例4として、エポキシ系
2液型樹脂舗装用塗料を2液混合した後、ただちにエポ
キシ系2液型樹脂舗装用塗料1重量部に対しビニール系
粉体混和物を0.5,1.0,1.5および2.0重量
部の割合でそれぞれ加えて混合し、コンクリート補修材
の試料とした。また、比較例1,比較例2として、同様
にエポキシ系2液型樹脂舗装用塗料を2液混合した後、
ただちにエポキシ系2液型樹脂舗装用塗料1重量部に対
しビニール系粉体混和物を2.5,3.0重量部の割合
で加えて混合し、コンクリート補修材の試料とした。更
に、従来のコンクリート補修材としてエポキシ系2液型
樹脂舗装用塗料に、Si,Al,Fe,Caなどを組成
とする水硬化型無機質粉末を充填しPVCコンパウドを
加えたタフトン(商品名:デンカ製)を基準例とした。
Next, concrete examples of concrete repair materials will be described. In Examples 1 to 4, two epoxy-based two-component resin paving paints were mixed together, and immediately after that, 0.5 part of the vinyl-based powder admixture was added to 1 part by weight of the epoxy two-component resin paving paint. , 1.0, 1.5, and 2.0 parts by weight, respectively, were added and mixed to obtain a concrete repair material sample. Further, as Comparative Examples 1 and 2, after mixing two liquids of epoxy-based two-pack type resin paving paint in the same manner,
Immediately, 2.5 parts by weight of the vinyl powder mixture was added to 1 part by weight of the epoxy two-component resin paving coating material in a ratio of 2.5 parts by weight and mixed to obtain a concrete repair material sample. Furthermore, as a conventional concrete repair material, Tuffton (commercial name: Denka Manufactured) was used as a reference example.

【0011】上記実施例1〜実施例4および比較例1,
2を評価するため、図1(A)〜図1(E)に示すよう
に、コンクリートの床1に幅100mm,長さ1000m
m,深さ30mmの溝2を形成し、実施例1〜実施例4お
よび比較例1〜比較例2のそれぞれのコンクリート補修
材の試料を投入して仕上げ、耐久性,密着性および施工
性・作業性の評価を行った。
Examples 1 to 4 and Comparative Example 1,
In order to evaluate No. 2, as shown in FIGS. 1 (A) to 1 (E), the concrete floor 1 has a width of 100 mm and a length of 1000 m.
A groove 2 having a depth of m and a depth of 30 mm is formed, and the concrete repair material samples of Examples 1 to 4 and Comparative Examples 1 to 2 are added to finish, durability, adhesion and workability. Workability was evaluated.

【0012】耐久性の評価は、補修部5にリーチリフト
(日産性:自重2060kg)を走行させ、20回/日
で何日で補修部5に割れが生じるかにより行うものであ
る。また、密着性の評価は、同じく補修部5にリーチリ
フトを走行させ、20回/日で何日で補修部5からコン
クリート補修材が剥離するのかにより行うものである。
なお、表中○印は基準例のもの以上の耐久性,密着性を
示すもの、△印は基準例と同等の耐久性,密着性を示す
もの、×印は基準例のものより劣るものである。
The durability is evaluated by running a reach lift (Nissan: 2060 kg of own weight) on the repair section 5 and determining how many times the repair section 5 is cracked at 20 times / day. Similarly, the adhesion is evaluated by running a reach lift on the repair section 5 and determining how many days the concrete repair material peels from the repair section 5 at 20 times / day.
In the table, ○ indicates that the durability and adhesion are better than those of the reference example, Δ indicates that the durability and adhesion are equivalent to those of the reference example, and x indicates that it is inferior to that of the reference example. is there.

【0013】施工性・作業性は、基準例の段取り時間
30分を基準に評価する。また、施工時間は溝(10
00×100×30)を2分で仕上ることを基準とし
た。なお、表中○印は上記,の両方とも基準例より
勝るもの、△印は上記,のどちらか一方が基準例よ
り劣るもの、×印は,とも基準例より劣るものであ
る。これらの、評価結果を纏めて表1に示す。
The workability and workability are evaluated based on the standard setup time of 30 minutes. In addition, construction time is groove (10
00 × 100 × 30) was used as a standard for finishing in 2 minutes. Incidentally, in the table, both of the above-mentioned and those in the table are superior to the reference example, those of Δ are inferior to either of the above and the reference example, and x are both inferior to the reference example. The evaluation results are summarized in Table 1.

【0014】[0014]

【表1】 [Table 1]

【0015】上記表1に示されるように、実施例のコン
クリート補修材は耐久性,密着性および床面のスリップ
性がともに良好であった。これは、エポキシ系2液型樹
脂舗装用塗料が液状で粘性が高いため、ビニール系粉体
コンパウンドの充填量が0.5重量部以下であると出来
上がった補修剤がまだドロドロして粘ってしまって施工
性,作業性が悪くなってしまうためである。また、ビニ
ール系粉体コンパウンドの充填量が2.0重量部以上で
あると、コンクリート補修材の耐久性,密着性が劣り、
しかも粘度が低過ぎてかえって作業が困難となるためで
ある。
As shown in Table 1 above, the concrete repair materials of the examples were good in both durability, adhesion and floor slip. This is because the epoxy two-component resin paving paint is liquid and highly viscous, so if the filling amount of the vinyl powder compound is 0.5 parts by weight or less, the finished repair agent will still be muddy and sticky. Workability and workability will deteriorate. Further, when the filling amount of the vinyl-based powder compound is 2.0 parts by weight or more, the durability and adhesion of the concrete repair material are deteriorated,
Moreover, the viscosity is too low, which makes the work difficult.

【0016】[0016]

【発明の効果】以上説明したとおり、この発明のコンク
リート補修材は耐久性,密着性ともに従来の基準例のも
のより優れ、その上安価なビニール系粉体混和物を充填
して構成されているので、単価の低減を図ることができ
る。その上、適度の粘性を有し作業性にも優れているの
で、溶剤であるキシレン系シンナーを塗布した施工コテ
で容易に施工面を平らに滑らかに仕上げることができ
る。そして、床面に補修部を形成しても、その表面をリ
ーチリフトが走行してもスリップするようなこともな
く、極めて優れたコンクリート補修材となる。
As described above, the concrete repair material of the present invention is superior in durability and adhesion to those of the conventional reference example, and is formed by filling an inexpensive vinyl-based powder admixture. Therefore, the unit price can be reduced. In addition, since it has an appropriate viscosity and is excellent in workability, the construction surface can be easily finished flat and smooth with a construction iron coated with a solvent, xylene-based thinner. Further, even if a repair portion is formed on the floor surface, slip does not occur even if the reach lift travels on the surface, and it becomes an extremely excellent concrete repair material.

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

【図1】(A)〜(E)は、この発明のコンクリート補
修材を評価する場合と、施工状態を説明するための説明
図である。
1A to 1E are explanatory diagrams for explaining a case of evaluating a concrete repair material of the present invention and a construction state.

【符号の説明】[Explanation of symbols]

1 コンクリート床 2 溝 3 コンクリート補修材 4 施工コテ 5 補修部分 1 Concrete floor 2 Groove 3 Concrete repair material 4 Construction iron 5 Repair part

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 エポキシ樹脂舗装用塗料にビニール系粉
体混和物を1対0.5〜2.0重量部の割合で混合した
コンクリート補修材。
1. A concrete repair material in which a vinyl-based powder admixture is mixed with an epoxy resin paving coating material at a ratio of 0.5 to 2.0 parts by weight.
【請求項2】 上記コンクリート補修材を使用して補修
するとき、コテの滑りをよくするためにコテ面にキシレ
ン系溶剤を塗布して行うようにしたコンクリート補修施
工法。
2. A concrete repair construction method, wherein when the above concrete repair material is used for repair, a xylene-based solvent is applied to the iron surface in order to improve the slip of the iron.
JP25755893A 1993-09-22 1993-09-22 Concrete repair material and repair construction method using this Pending JPH0790808A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25755893A JPH0790808A (en) 1993-09-22 1993-09-22 Concrete repair material and repair construction method using this

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25755893A JPH0790808A (en) 1993-09-22 1993-09-22 Concrete repair material and repair construction method using this

Publications (1)

Publication Number Publication Date
JPH0790808A true JPH0790808A (en) 1995-04-04

Family

ID=17307955

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25755893A Pending JPH0790808A (en) 1993-09-22 1993-09-22 Concrete repair material and repair construction method using this

Country Status (1)

Country Link
JP (1) JPH0790808A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100357583B1 (en) * 2000-08-22 2002-10-18 현대자동차주식회사 Adhesive composition for automobile hem flange structures and process for manufacturing automobile hem flange structures using same
GB2402693A (en) * 2003-06-09 2004-12-15 Alh Polymers Ltd Method for sealing holes in roads, pavements etc.

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100357583B1 (en) * 2000-08-22 2002-10-18 현대자동차주식회사 Adhesive composition for automobile hem flange structures and process for manufacturing automobile hem flange structures using same
GB2402693A (en) * 2003-06-09 2004-12-15 Alh Polymers Ltd Method for sealing holes in roads, pavements etc.
GB2402693B (en) * 2003-06-09 2006-04-19 Alh Polymers Ltd Improvements in sealing a hole

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