JP3209398B2 - Repair method of exposed concrete - Google Patents

Repair method of exposed concrete

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Publication number
JP3209398B2
JP3209398B2 JP04063496A JP4063496A JP3209398B2 JP 3209398 B2 JP3209398 B2 JP 3209398B2 JP 04063496 A JP04063496 A JP 04063496A JP 4063496 A JP4063496 A JP 4063496A JP 3209398 B2 JP3209398 B2 JP 3209398B2
Authority
JP
Japan
Prior art keywords
defective portion
concrete
exposed concrete
pattern
repair
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP04063496A
Other languages
Japanese (ja)
Other versions
JPH09209576A (en
Inventor
晃 吉田
Original Assignee
ニチエー吉田株式会社
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 ニチエー吉田株式会社 filed Critical ニチエー吉田株式会社
Priority to JP04063496A priority Critical patent/JP3209398B2/en
Publication of JPH09209576A publication Critical patent/JPH09209576A/en
Application granted granted Critical
Publication of JP3209398B2 publication Critical patent/JP3209398B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、打放しコンクリー
トの駆体表面に生じたヘアークラックやコールドジョイ
ントなどの微細な欠損部の補修方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for repairing a fine defect such as a hair crack or a cold joint generated on the surface of a carcass of exposed concrete.

【0002】[0002]

【従来の技術】打放しコンクリートは、駆体表面に型枠
の木目模様が写って自然らしい趣を呈するが、駆体表面
に幅0.2mm以下程度のヘアークラックと呼ばれる微
細なひび割れ、コールドジョイント(打ち継ぎの境目)
などの微細な欠損部が発生することがある。この欠損部
を補修するには、従来、欠損部に沿ってV字又はU字状
にはつり、該はつり溝に駆体表面と色合わせしたモルタ
ルを充填する方法がとられている。しかし、欠損部に沿
ってV字又はU字状にはつるため、欠損部が拡大して、
補修箇所が歴然と残ってしまうという欠点がある。
2. Description of the Related Art Exposed concrete has a natural appearance with a grain pattern of a formwork reflected on the surface of a vehicle body. However, fine cracks called hair cracks having a width of about 0.2 mm or less are formed on the surface of the vehicle body. Boundary of joint)
Etc. may occur. Conventionally, in order to repair the defective portion, a method of suspending in a V-shape or U-shape along the defective portion and filling the hanging groove with a mortar that is color-matched to the surface of the precursor has been adopted. However, because the V-shaped or U-shaped portion is formed along the defect, the defect expands,
There is a drawback that the repaired part is left clearly.

【0003】[0003]

【発明が解決しようとする課題】そこで、本発明の目的
は、打放しコンクリートの躯体表面の微細な欠損部を、
簡易な方法で、該欠損部を拡大することなくかつ補修箇
所が外見上見分けがつかないように補修でき、加えて補
修材の欠損部への接着性を良好にすることができる打放
しコンクリートの補修方法を提供することにある。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a method for removing fine defects in the surface of a bare concrete frame.
A simple method, can be repaired as and repaired portions without increasing the該欠loss portion is not attached is apparently distinguished, in addition complement
It is to provide a method for repairing Uchihanashi concrete Ru can be improved adhesion to defect of Osamuzai.

【0004】上記課題を解決するために、本発明者は鋭
意研究した結果、打放しコンクリートの駆体表面の微細
な欠損部を湿らせた状態で、駆体表面に色合わせしたモ
ルタル乃至セメント粉などの粉状補修材を塗り付けて、
欠損部に充填させるという簡単な方法で、上記課題を解
決できることを見出し、本発明を完成した。すなわち、
本発明の打放しコンクリートの補修方法は、打放しコン
クリートの駆体表面の微細な欠損部を水分で湿らせた状
態で駆体表面に色合せした粉状補修材を塗付けて欠損部
に充填し、乾燥後余分な補修材を除去する打放しコンク
リートの補修方法において、前記欠損部に対し水性ポリ
マーエマルジョンを塗布することにより当該欠損部を湿
らせた状態とすること、を特徴としている。前記余分な
補修材を除去した後、欠損部の周辺模様に合わせて欠損
部に沿って模様を形成し、次いで透明な防水材を塗布し
てトップコートを形成してもよい。
[0004] In order to solve the above-mentioned problems, the present inventors have conducted intensive studies and found that mortar or cement powder, etc., which had been subjected to color matching on the surface of the exposed concrete while moistening the fine defects on the surface of the precursor. Apply powdery repair material
The present inventors have found that the above problem can be solved by a simple method of filling a defective portion, and have completed the present invention. That is,
The repair method of the exposed concrete of the present invention is a method of applying a powdery repair material, which is color-matched to the surface of the precursor in a state in which a fine defect portion of the precursor surface of the exposed concrete is moistened with moisture, and filling the defect portion, Exposed conch to remove excess repair material after drying
In the method of repairing a REET, the defective portion is
The defective area is moistened by applying
In a state in which it is in a state of being turned off . After removing the excess repair material, a pattern may be formed along the defective portion in accordance with the peripheral pattern of the defective portion, and then a transparent waterproof material may be applied to form a top coat.

【0005】[0005]

【発明の実施の形態】以下、本発明を具体的に説明す
る。本発明の打放しコンクリートの補修方法は、打放し
コンクリートの駆体表面に現れている0.2mm以下程
度の幅の微細なひび割れやコールドジョイントなどの微
細な欠損部の補修を対象としており、かかる欠損部に水
又は水性ポリマーエマルジョンを塗布して欠損部周辺を
水分で湿らせた状態とし、水分の乾燥前に、予め用意し
ておいた駆体表面と色合せしたセメント又はモルタル粉
などの粉状補修材を手や布やスポンジ等を用いしごくよ
うに塗付けて欠損部に充填する。これにより、欠損部に
充填したセメント又はモルタル粉などの粉状補修材に水
分がしみ込み、水分の乾燥により該補修材が硬化する。
次いで、乾燥した後充填部以外に付着した余分な補修材
を布などで拭って除去することからなっている。このよ
うに処理することによって、補修した微細な欠損部は外
見上殆ど見分けがつかないようになる。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be specifically described below. The method for repairing exposed concrete according to the present invention is intended for repairing minute cracks or cold joints having a width of about 0.2 mm or less and appearing on the surface of a precursor of the exposed concrete, and such missing parts. Apply water or an aqueous polymer emulsion to the surface to make the area around the defect moistened with water, and before drying the water, repair the powdery material such as cement or mortar powder that has been matched with the prepared body surface in advance. The material is applied with hand, cloth, sponge or the like to fill the defective part. As a result, moisture penetrates into the powdery repair material such as cement or mortar powder filled in the defective portion, and the repair material hardens due to drying of the moisture.
Then, after the drying, the excess repairing material attached to the portion other than the filling portion is wiped off with a cloth or the like to be removed. By treating in this way, the repaired fine defect can be almost indistinguishable in appearance.

【0006】ここで、欠損部周辺を水分で湿らせるに
は、欠損部に沿って水性ポリマーエマルジョンを塗布
。コンクリートとの接着性を有する水性ポリマーエマ
ルジョンによれば、補修材の欠損部への接着性が良好と
なり、振動等によっても充填した補修材が剥離し難くな
って好ましい。かかる水性ポリマーは、硬化後弾性を示
すもの、弾性を示さないもののいずれをも含む。このよ
うな水性ポリマーとしては、天然ゴムラテックス、スチ
レンブタジエンゴム、クロロプレンゴム、アクリロニト
リルブタジエンゴムなどの合成ゴムラテックス又はこれ
らの2種以上の混合ラテックス、ポリアクリル酸エステ
ル、ポリ酢酸ビニル、塩化ビニリデン塩化ビニル、ポリ
プロピオン酸ビニル、エチレン酢酸ビニルなどの熱可塑
性樹脂エマルジョン、エポキシ樹脂などの熱硬化性樹脂
エマルジョン又は上記各樹脂の2種以上の混合物などの
水性ポリマーディスパージョン、エチレン酢酸ビニル、
酢酸ビニルバーサテートなどの再乳化形粉末樹脂(水中
に分散させると再乳化してエマルジョンとなる粉末樹
脂)、セルロース誘導体、ポリビニルアルコール、ポリ
アクリル酸塩(Ca塩など)、フルフリルアルコールな
どの水溶性ポリマー、不飽和ポリエステル、エポキシ樹
脂などの液状ポリマーなどが挙げられる。これらの内、
防水性や耐光性に優れる点でアクリル共重合樹脂が好ま
しい。このようなアクリル共重合樹脂エマルジョンの内
硬化後弾性を示すものの一例としてヘキスト合成株式会
社製 商品名モビトンLDM3750がある。このよう
に弾性を有するものは、日射を受ける屋外のような温度
変化の激しい部位に用いるのに好適である。屋内のよう
な温度変化の激しくない部位に用いる場合には弾性を示
さないものでもよく、そのようなアクリル共重合樹脂エ
マルジョンの一例としてヘキスト合成株式会社製 商品
名モビニール102Eがある。
[0006] Here, in the wet the peripheral defect in water, to apply the water-soluble polymer emulsion along defect
You . According to the aqueous polymer emulsion having adhesiveness to concrete, the adhesiveness of the repairing material to the defective portion is improved, and the filled repairing material is hardly peeled off even by vibration or the like, which is preferable. Such aqueous polymers include those that exhibit elasticity after curing and those that do not. Examples of such an aqueous polymer include natural rubber latex, styrene butadiene rubber, chloroprene rubber, synthetic rubber latex such as acrylonitrile butadiene rubber, or a mixed latex of two or more of these, polyacrylate, polyvinyl acetate, vinylidene chloride, and vinyl chloride. Aqueous polymer dispersions such as thermoplastic resin emulsions such as poly (vinyl propionate) and ethylene vinyl acetate, thermosetting resin emulsions such as epoxy resins or mixtures of two or more of the above resins, ethylene vinyl acetate,
Re-emulsifiable powder resin such as vinyl acetate versatate (powder resin that is re-emulsified to form an emulsion when dispersed in water), cellulose derivatives, polyvinyl alcohol, polyacrylate (Ca salt, etc.), and water-soluble furfuryl alcohol And liquid polymers such as unsaturated polymers, unsaturated polyesters and epoxy resins. Of these,
Acrylic copolymer resins are preferred in that they are excellent in waterproofness and light resistance. One example of such an acrylic copolymer resin emulsion exhibiting elasticity after internal curing is Moviton LDM3750 (trade name, manufactured by Hoechst Gosei Co., Ltd.). Such a material having elasticity is suitable for use in a site where temperature changes rapidly, such as outdoors where sunlight is received. When used in an area where temperature change is not drastic, such as indoors, it may not exhibit elasticity. An example of such an acrylic copolymer resin emulsion is Movinyl 102E (trade name, manufactured by Hoechst Gosei Co., Ltd.).

【0007】打放しコンクリート駆体表面と色合わせし
たセメントやモルタル粉などの粉状補修材は、例えば白
色セメントとポルトランドセメントと白色系の骨材(石
粉)を適宜混合してつくる。場合によって砂等の細骨材
を適宜混合してもよく、また顔料を適宜混合してもよ
い。
[0007] A powdery repair material such as cement or mortar powder which is color-matched to the surface of the exposed concrete precursor is prepared by appropriately mixing, for example, white cement, Portland cement and white aggregate (stone powder). In some cases, fine aggregate such as sand may be appropriately mixed, and a pigment may be appropriately mixed.

【0008】上記余分な補修材を除去した後、さらに欠
損部の周辺模様に合わせて欠損部に沿って模様を形成
し、次いで少なくとも欠損部の周辺に透明な防水材を塗
布してトップコートを形成してもよい。ここで、欠損部
に沿って模様を形成するには、例えば特願平7−100
122号にあるように、模様形成具にコンクリート駆体
と略同色に調合した樹脂液を含浸させ、この模様形成具
により欠損部の周辺模様と同様の模様を形成する。ま
た、透明な防水材としては、モルタルが湿気や水分を吸
収するのを防ぐものであればよく、例えば耐候性に優れ
るアクリル酸エステル系共重合樹脂が好ましく、このよ
うな樹脂エマルジョンの一例としてヘキスト合成株式会
社製 商品名モビニール745がある。このものは塗膜
が硬く、光沢があり、耐候性に優れ、最低造膜温度は約
0℃のため、常温でそのまま塗布できる。なお、上記ポ
リマーは黄変し易いので、ポリマーの黄変防止材とし
て、青みを帯びた灰色系顔料を適宜量(ポリマーの固形
分100重量部に対して顔料0.05〜1重量部程度)
配合することもできる。
After removing the excess repair material, a pattern is formed along the defective portion in accordance with the peripheral pattern of the defective portion, and then a transparent waterproof material is applied at least around the defective portion to apply a top coat. It may be formed. Here, in order to form a pattern along the defect, for example, Japanese Patent Application No. 7-100
As described in No. 122, a pattern forming tool is impregnated with a resin liquid prepared in substantially the same color as that of the concrete precursor, and a pattern similar to the peripheral pattern of the defective portion is formed by the pattern forming tool. Further, as the transparent waterproofing material, any material may be used as long as it prevents the mortar from absorbing moisture and moisture, and for example, an acrylate-based copolymer resin having excellent weather resistance is preferable, and Hoechst is an example of such a resin emulsion. There is a product name Movinyl 745 manufactured by Gosei Co., Ltd. Since this film has a hard coating film, is glossy, has excellent weather resistance, and has a minimum film forming temperature of about 0 ° C., it can be applied at room temperature as it is. In addition, since the above-mentioned polymer tends to yellow, an appropriate amount of a bluish gray pigment (about 0.05 to 1 part by weight of a pigment based on 100 parts by weight of the solid content of the polymer) is used as an anti-yellowing material of the polymer.
It can also be blended.

【0009】このように、欠損部に沿って模様を形成す
ることにより、打放しコンクリートの欠損部(補修部)
が周辺部に同調して違和感のない仕上がりとなる。ま
た、表面がトップコートにより被覆さるので、外部から
の水の浸入がなくなり、劣化、汚染等が防止され、耐久
性が高くなる。なお、欠損部に沿って模様を形成するま
でもなく、欠損部(補修部)が外見上わからない状態で
あれば、欠損部への模様形成工程を省略してトップコー
トを形成するようにすることもできる。
As described above, by forming a pattern along the defective portion, the defective portion (repair portion) of the exposed concrete is formed.
Is in tune with the surroundings, giving a finish that is comfortable. In addition, since the surface is covered with the top coat, intrusion of water from the outside is eliminated, deterioration and contamination are prevented, and durability is increased. In addition, if it is not necessary to form a pattern along the defective part and the defective part (repair part) is not apparently visible, the top coat can be formed by omitting the pattern forming step for the defective part. Can also.

【0010】[0010]

【実施例】以下に本発明を実施例においてより具体的に
説明する。実施例は本発明を例示的に示したものであっ
て本発明を制限するものではない。実施例1 打放しコンクリートの駆体表面に現れている0.2mm
以下程度の幅の微細なひび割れからなる微細な欠損部
に、水を塗布して欠損部周辺を水分で湿らせた状態と
し、水分の乾燥前に予め用意しておいた白色セメント1
2:普通ポルトランドセメント1:白色の骨材(石粉)
1の割合に混合した駆体表面と色合せしたモルタル粉を
布でしごくように塗付けて欠損部に充填した。次いで、
乾燥した後充填部以外に付着した余分なモルタル粉を布
で拭って除去した。かかる処理により、欠損部は外見上
殆ど見分けがつかないものとなった。
The present invention will be described in more detail with reference to the following examples. The examples are illustrative of the invention and do not limit the invention. Example 1 0.2 mm Appearing on Exposed Concrete Carrier Surface
Water is applied to a minute defect portion having a fine crack having a width of about the following to make the periphery of the defect portion moist with water, and a white cement 1 prepared in advance before the moisture is dried.
2: Ordinary Portland cement 1: White aggregate (stone powder)
The mortar powder, which had been mixed in a ratio of 1 with the precursor surface, was color-matched with a cloth, and was squeezed with a cloth to fill the defective portion. Then
After drying, excess mortar powder adhering to portions other than the filling portion was removed by wiping with a cloth. Due to such processing, the defective portion is almost indistinguishable in appearance.

【0011】実施例2 欠損部に水を塗布するのに替えて水性ポリマーエマルジ
ョンであるアクリル共重合樹脂エマルジョンとしてヘキ
スト合成株式会社製 商品名モビニール102Eを樹脂
分濃度15%としたものを塗布した他は実施例1と同様
に処理して、打放しコンクリートの微細な欠損部を補修
した。かかる処理により、欠損部に充填した補修材は良
好な接着性を有し、欠損部は外見上殆ど見分けがつかな
いものとなった。更に、欠損部の周辺模様(斑点模様)
に合わせて、フェルトに斑点模様部と略同色に調合した
調合樹脂液を含浸させ、欠損部に沿って反復押圧して模
様を形成した後、微粒子タイプのアクリル酸エステル系
共重合樹脂エマルジョンであるヘキスト合成株式会社製
商品名モビニール745(樹脂分濃度38%)に水を
添加して樹脂分濃度を30%とした透明な防水材を塗布
してトップコートを形成した。このように処理した補修
部は、耐久性を有し、外見上周辺部に同調して何ら違和
感のないものであった。
Example 2 In place of applying water to the defective portion, an acrylic copolymer resin emulsion, which is an aqueous polymer emulsion, was applied by using Movinyl 102E (trade name, manufactured by Hoechst Gosei Co., Ltd.) with a resin content of 15%. Was treated in the same manner as in Example 1 to repair fine defects in exposed concrete. As a result of this treatment, the repair material filled in the defective portion has good adhesiveness, and the defective portion is almost indistinguishable in appearance. Furthermore, the peripheral pattern of the defective part (spot pattern)
In accordance with the above, the felt is impregnated with a prepared resin liquid prepared in substantially the same color as the spotted pattern portion, and after repeatedly pressing along the defective portion to form a pattern, a fine particle type acrylate copolymer resin emulsion is obtained. Water was added to Movinyl 745 (resin concentration 38%) (trade name, manufactured by Hoechst Gosei Co., Ltd.), and a transparent waterproof material having a resin concentration of 30% was applied to form a top coat. The repaired part treated in this way had durability and seemed to be in tune with the peripheral part without any unpleasant feeling.

【0012】[0012]

【発明の効果】本発明の打放しコンクリートの補修方法
によれば、欠損部を水分で湿らせた状態で粉状補修材を
塗付けて欠損部に充填し、乾燥後余分な補修材を除去す
るという簡易な方法により、打放しコンクリートの表面
の微細な欠損部を拡大することなく外見上殆ど見分けが
つかないように簡単に補修できるのに加え、コンクリー
トとの接着性を有する水性ポリマーエマルジョンによっ
て湿らせた状態としているので、補修材の欠損部への接
着性が良好となり、振動等によっても充填した補修材が
剥離し難くなって好ましい。また、欠損部に模様を形成
した後、トップコートを形成すれば、補修部が周辺部に
同調して何ら違和感のない仕上がりとなりかつ耐久性も
高まる。なお、本補修方法は、打放しコンクリートに限
らず、PCコンクリート、ALCコンクリート、無機質
系ボードの表面に生じたヘアークラックなどの微細な欠
損部の補修にも利用できる。
According to the method for repairing bare concrete according to the present invention, a powdery repair material is applied to the damaged portion while the defective portion is moistened with moisture, and the damaged portion is filled. After drying, the excess repair material is removed. In addition to the simple method of repairing the bare concrete without enlarging the minute defect on the surface of the exposed concrete, it can be easily repaired so that it is almost indistinguishable.
Water-based polymer emulsion with adhesive properties
Contact with defective parts of the repair material.
Good adhesion, repair material filled by vibration etc.
It is difficult to peel off, which is preferable. In addition, if a top coat is formed after the pattern is formed on the defective portion, the repaired portion is synchronized with the peripheral portion, so that the finished product has no uncomfortable feeling and the durability is enhanced. In addition, this repair method can be used not only for bare concrete, but also for repair of minute defects such as PC concrete, ALC concrete, and hair cracks generated on the surface of an inorganic board.

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】打放しコンクリートの駆体表面の微細な欠
損部を湿らせた状態で駆体表面に色合せした粉状補修材
を塗付けて欠損部に充填し、乾燥後余分な補修材を除去
する打放しコンクリートの補修方法において、 前記欠損部に対し水性ポリマーエマルジョンを塗布する
ことにより当該欠損部を湿らせた状態とすることを特徴
とする 打放しコンクリートの補修方法。
1. A Uchihanashi with a fine state defect was dampened in precursor surface of the concrete smeared powdery repair material that is color matched to precursor surface was filled into the defect, after drying excess repair material In the method for repairing exposed concrete, which removes water, an aqueous polymer emulsion is applied to the defective portion.
Characterized by the fact that the defective part is moistened
Repair method for exposed concrete.
【請求項2】前記余分な補修材を除去した後、欠損部の
周辺模様に合わせて欠損部に沿って模様を形成し、次い
で透明な防水材を塗布してトップコートを形成する、請
求項1に記載の打放しコンクリートの補修方法。
2. After removing the excess repair material, a pattern is formed along the defective portion in accordance with the peripheral pattern of the defective portion, and then a transparent waterproof material is applied to form a top coat. 2. The method for repairing exposed concrete according to 1.
JP04063496A 1996-02-01 1996-02-01 Repair method of exposed concrete Expired - Fee Related JP3209398B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04063496A JP3209398B2 (en) 1996-02-01 1996-02-01 Repair method of exposed concrete

Publications (2)

Publication Number Publication Date
JPH09209576A JPH09209576A (en) 1997-08-12
JP3209398B2 true JP3209398B2 (en) 2001-09-17

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4531517B2 (en) * 2004-10-13 2010-08-25 株式会社熊谷組 How to repair cracks in concrete
JP2006342562A (en) * 2005-06-08 2006-12-21 Fs Technical Kk Existing tile repairing method
JP2016211168A (en) * 2015-04-30 2016-12-15 理想科学工業株式会社 Repair material set and repair method for humidity-conditioning substrate

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