JP2553994B2 - Anticorrosion sheet Floor construction method and precast board used for it - Google Patents

Anticorrosion sheet Floor construction method and precast board used for it

Info

Publication number
JP2553994B2
JP2553994B2 JP4218637A JP21863792A JP2553994B2 JP 2553994 B2 JP2553994 B2 JP 2553994B2 JP 4218637 A JP4218637 A JP 4218637A JP 21863792 A JP21863792 A JP 21863792A JP 2553994 B2 JP2553994 B2 JP 2553994B2
Authority
JP
Japan
Prior art keywords
anticorrosion
mortar
anticorrosion sheet
sheet
floor
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 - Lifetime
Application number
JP4218637A
Other languages
Japanese (ja)
Other versions
JPH0642148A (en
Inventor
孝生 竪川
清一 西村
研一 堀田
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.)
OOBAYASHIGUMI KK
Takiron Co Ltd
Original Assignee
OOBAYASHIGUMI KK
Takiron Co 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 OOBAYASHIGUMI KK, Takiron Co Ltd filed Critical OOBAYASHIGUMI KK
Priority to JP4218637A priority Critical patent/JP2553994B2/en
Publication of JPH0642148A publication Critical patent/JPH0642148A/en
Application granted granted Critical
Publication of JP2553994B2 publication Critical patent/JP2553994B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Floor Finish (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は防食シート床面の施工方
法、並びにこの方法に用いられるプレキャスト板に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a floor surface of an anticorrosion sheet and a precast board used in this method.

【0002】[0002]

【従来の技術】コンクリート床面の防食工法には、その
床面に防食シートや防食タイル等を接着し、侵食されな
いように被覆保護する方法がある。
2. Description of the Related Art A concrete floor anticorrosion method includes a method of adhering an anticorrosion sheet or an anticorrosion tile to the floor to cover and protect it from corrosion.

【0003】この防食方法は比較的簡単で効率の良いも
のであるが、例えば下水処理槽や薬液貯蔵槽などの床を
施工する場合には次のような問題があった。
Although this anticorrosion method is relatively simple and efficient, it has the following problems when a floor such as a sewage treatment tank or a chemical solution storage tank is constructed.

【0004】[0004]

【発明が解決しようとする課題】即ち、コンクリート床
面に防食シートを接着する場合は、コンクリート床面が
凹凸粗面であるため、接着不良箇所が生じやすく、ま
た、コンクリートはひび割れの生じやすい材料であるた
め、地下水が床コンクリートのひび割れ部分等より浸透
してシートの接着不良箇所に溜まるようになる。そし
て、その地下水の水圧や蒸気圧でシートに膨れを生じて
シートの剥離が進行し、ついにはシートが破壊されてコ
ンクリートが激しい侵食を受け、侵食部分から洩れ出し
た薬液や汚水によって周囲の土壌が汚染されるという問
題があった。
That is, when an anticorrosion sheet is bonded to a concrete floor surface, since the concrete floor surface is a rough uneven surface, a defective adhesion portion is likely to occur, and concrete is a material that is easily cracked. Therefore, the groundwater permeates through the cracked portion of the floor concrete and accumulates at the adhesion failure portion of the sheet. Then, the sheet pressure swells due to the water pressure or steam pressure of the groundwater, and the sheet peeling progresses, and finally the sheet is destroyed and the concrete is severely eroded, and the chemical solution and sewage leaking from the eroded portion causes the surrounding soil. There was a problem that was polluted.

【0005】一方、防食タイルを接着する場合は、寸法
が細かいため施工に手間がかかり、タイルとタイルとの
間が弱点となりやすいという問題があった。また、これ
らの防食層の形成には、かなりの時間を要するため、工
期が長引くという問題があった。
On the other hand, when the anticorrosion tiles are adhered, there is a problem that the work is troublesome because of the small size and the weak points between the tiles are likely to occur. Further, since it takes a considerable time to form these anticorrosion layers, there is a problem that the construction period is prolonged.

【0006】本発明は上記問題に鑑みてなされたもの
で、その目的とするところは、工期が短くしかも長期間
にわたって優れた防食効果を発揮できる新規な防食シー
ト床面の施工方法と、この施工方法に使用される新規な
プレキャスト板を提供することにある。
The present invention has been made in view of the above problems, and an object of the present invention is to provide a novel method of constructing a floor surface of an anticorrosion sheet which has a short construction period and can exhibit an excellent anticorrosion effect for a long period of time, and this construction. It is to provide a new precast plate used in the method.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するた
め、本発明の防食シート床面の施工方法は、コンクリー
トを打設して床地を形成した後、その表面に接着剤又は
モルタルを塗布し、合成樹脂製の防食シートを表面に固
着したモルタル製のプレキャスト板を上記接着剤又はモ
ルタルが硬化する前に敷き並べて、隣り合ったプレキャ
スト板の防食シートの端部同士を樹脂溶接することを特
徴としている。
In order to achieve the above object, a method of constructing a floor surface of an anticorrosion sheet according to the present invention is to form a floor by placing concrete and then apply an adhesive or mortar to the surface. Then, the mortar precast plate having a synthetic resin anticorrosion sheet adhered to the surface is laid out before the adhesive or mortar is cured , and the ends of the anticorrosion sheets of the adjacent precast plates are resin-welded together. It has a feature.

【0008】そして、この施工方法に使用される本発明
のプレキャスト板は、合成樹脂製の防食シートの裏面に
分散して突設された多数のアンカーを補強材の入ったモ
ルタル層に埋め込んで、防食シートをモルタル層の表面
に固着したことを特徴とするものである。
The precast plate of the present invention used in this construction method is provided on the back surface of the anticorrosion sheet made of synthetic resin.
A large number of dispersed and protruding anchors are embedded in a mortar layer containing a reinforcing material, and the anticorrosion sheet is fixed to the surface of the mortar layer.

【0009】[0009]

【作用】本発明の施工方法のように、合成樹脂製の防食
シートを表面に固着したモルタル製のプレキャスト板
を、床地表面に塗布した接着剤又はモルタルが硬化する
前に敷き並べると、従来のように防食シートや防食タイ
ル等を接着する面倒な作業が不要となり、隣り合うプレ
キャスト板表面の防食シートの端部同士を樹脂溶接する
だけで防食シート床面を施工できるため、工期が長引く
ことはなくなる。
As in the construction method of the present invention, the adhesive or mortar applied to the floor surface of the mortar precast plate having a synthetic resin anticorrosion sheet fixed to the surface is cured.
When laid out in front, the troublesome work of adhering anticorrosion sheets and anticorrosion tiles as in the past is unnecessary, and the anticorrosion sheet floor surface can be constructed by resin welding the ends of the anticorrosion sheets on the surfaces of adjacent precast plates. Because it can be done, the construction period will not be prolonged.

【0010】しかも、このプレキャスト板は、防食シー
ト裏面のアンカーをモルタル層に埋め込んで防食シート
を強固に固着したものであるから、浸透水の圧力や蒸気
圧によって防食シートの剥離を生じることがなく、ま
た、防食シートの端部同士は樹脂溶接によって強固かつ
水密的に接合されるので、この接合部分が浸透水の圧力
や蒸気圧で亀裂を生じたり、接合部分から薬液等が洩れ
たりすることもない。従って、本発明の方法で施工した
防食シート床面は、長期間にわたって優れた防食効果を
発揮できる。
Moreover, since this precast plate is one in which the anchor on the back surface of the anticorrosion sheet is embedded in the mortar layer and the anticorrosion sheet is firmly fixed, peeling of the anticorrosion sheet does not occur due to pressure of permeated water or vapor pressure. Also, since the ends of the anticorrosion sheet are firmly and watertightly joined by resin welding, the joint may crack due to the pressure of the permeated water or the vapor pressure, or the chemical liquid may leak from the joint. Nor. Therefore, the floor surface of the anticorrosion sheet constructed by the method of the present invention can exhibit an excellent anticorrosion effect for a long period of time.

【0011】[0011]

【実施例】以下、図面を参照して本発明の実施例を説明
する。
Embodiments of the present invention will be described below with reference to the drawings.

【0012】本発明の施工方法によれば、まず、図1に
示すようにコンクリートの床地1を形成する。この床地
1の形成は、最終的な床面の高さHからプレキャスト板
の厚さTを予め差し引いた高さhにコンクリートを打設
して表面をコテ仕上げし、養生、硬化させることによっ
て行う。
According to the construction method of the present invention, first, as shown in FIG. 1, a concrete floor 1 is formed. This floor material 1 is formed by placing concrete at a height h obtained by subtracting the thickness T of the precast plate from the final height H of the floor surface in advance, troweling the surface, curing and curing. To do.

【0013】次いで、床地1の表面を清掃し、図2に示
すように床地1の表面に接着剤又はモルタル2を塗布す
る。接着剤としては、エポキシ樹脂やポリエステル樹脂
などのニ液混合型接着剤が好適に使用され、また、モル
タルとしては、ポリマーディスパージョンやラテックス
を配合したポリマーセメントモルタルが好適に使用され
る。
Next, the surface of the floor 1 is cleaned, and an adhesive or mortar 2 is applied to the surface of the floor 1 as shown in FIG. A two-liquid mixed type adhesive such as an epoxy resin or a polyester resin is preferably used as the adhesive, and a polymer cement mortar containing a polymer dispersion or latex is preferably used as the mortar.

【0014】接着剤又はモルタル2の塗布が終わると、
図3に示すようにプレキャスト板3を敷き並べる。この
敷き並べ作業は、プレキャスト板3を床地1に確実に接
着させるために、接着剤又はモルタル2が硬化して接着
性を失う前に速やかに行う必要がある。そして、敷き並
べたプレキャスト板3の相互間の空隙に無収縮性モルタ
ル(図示せず)を充填する。尚、空隙が小さい場合はエ
ポキシ樹脂等を充填してもよい。
When the application of the adhesive or mortar 2 is finished,
As shown in FIG. 3, the precast plates 3 are laid and arranged. In this laying and arranging work, the adhesive or the mortar 2 is hardened and bonded in order to surely bond the precast plate 3 to the floor 1.
Must be done promptly before losing sex . Then, the non-shrinkable mortar (not shown) is filled in the space between the laid-out precast plates 3. If the gap is small, an epoxy resin or the like may be filled.

【0015】このプレキャスト板3は、図5に示すよう
に防食シート3aをモルタル層3bの表面に固着したも
ので、モルタル層3bの中には鉄筋又は溶接金網等の補
強材3cが埋入されている。防食シート3aは耐食性、
耐薬品性の良好なポリ塩化ビニル、ポリプロピレン、ポ
リエチレン等の合成樹脂を成形したもので、図5に示す
ように、シート裏面には多数のアンカー30aが千鳥状
に分散して突設されており、各アンカー30aは、図7
に示すように互いに離反する方向に傾斜した一対の突片
31a,31aを中間連結片32aで連結した形状をし
ている。そして、このアンカー30aをモルタル層3b
に抜け出し不能に埋め込むことによって、防食シート3
aをモルタル層3bの表面に強固に固着している。
As shown in FIG. 5, the precast plate 3 has an anticorrosion sheet 3a fixed to the surface of a mortar layer 3b, and a reinforcing material 3c such as a reinforcing bar or a welded wire mesh is embedded in the mortar layer 3b. ing. The anticorrosion sheet 3a has corrosion resistance,
Molded with synthetic resin such as polyvinyl chloride, polypropylene, polyethylene, etc. with good chemical resistance. As shown in FIG. 5, a large number of anchors 30a are staggered on the back surface of the sheet.
7 and the anchors 30a are arranged in a protruding manner.
As shown in FIG. 5, a pair of projecting pieces 31a, 31a inclined in directions away from each other are connected by an intermediate connecting piece 32a. Then, the anchor 30a is attached to the mortar layer 3b.
By embedding it in a way that it cannot come out, the anticorrosion sheet 3
a is firmly fixed to the surface of the mortar layer 3b.

【0016】このような構造のプレキャスト板3は、図
6に示すように、アンカー30aを上向きにして防食シ
ート3aを型枠5内に敷き、その上に前記の補強材3c
を載せてモルタル3bを打設することにより、簡単に製
造することができる。モルタル3bとしては、通常のセ
メントモルタル、ポリマーセメントモルタルやポリマー
モルタル等の高強度モルタルが好適に使用される。製造
するプレキャスト板3の厚みTは薄いほど取扱いやすい
が、あまり薄くすると割れる恐れがあるので20mm程
度とすることが望ましく、また、表面の防食シート3a
の厚さtは3〜5mm程度とするのが適当である。
As shown in FIG. 6, the precast plate 3 having such a structure has an anchor 30a facing upward, and an anticorrosion sheet 3a is laid inside the formwork 5, and the above-mentioned reinforcing material 3c is placed thereon.
It can be easily manufactured by placing and placing the mortar 3b. As the mortar 3b, high strength mortar such as ordinary cement mortar, polymer cement mortar or polymer mortar is preferably used. The thinner the thickness T of the precast plate 3 to be manufactured, the easier it is to handle, but if it is too thin, it may crack, so it is desirable to set it to about 20 mm, and the surface anticorrosion sheet 3a.
It is appropriate that the thickness t is about 3 to 5 mm.

【0017】なお、防食シート3aの裏面のアンカー3
0aは図示した形状のものに限られず、例えば断面T字
形、矢印形、キノコ形など、先端が膨出してモルタル層
3bから抜け出さない形状であればよい。また、図7に
示すようにアンカー30aを千鳥状に分散させて突設す
と、リブ状に連続するアンカーを一定間隔で平行に設
けたものに比べて、モルタル3bの充填性が良くなるた
め、図6に示すようにプレキャスト板3を製造する際に
内部空隙が生じるのを防止することができ、強度の均一
なプレキャスト板3を得ることができる
The anchor 3 on the back surface of the anticorrosion sheet 3a
The shape of 0a is not limited to the illustrated shape, and may be a shape such as a T-shaped cross section, an arrow shape, a mushroom shape, or the like in which the tip is swollen and does not come out from the mortar layer 3b. Further, as shown in FIG. 7, when the anchors 30a are staggeredly distributed and protruded , the rib-like continuous anchors are arranged in parallel at regular intervals.
The filling property of the mortar 3b is better than that of the girder.
Therefore, when manufacturing the precast plate 3 as shown in FIG.
Uniform voids that prevent internal voids
It is possible to obtain an excellent precast plate 3 .

【0018】プレキャスト板3の敷設が完了すると、図
4に示すように隣り合ったプレキャスト板3の防食シー
ト3aの端部同士を樹脂4で溶接して水密的に接合し、
更に床面周辺のプレキャスト板3の防食シート3aと壁
面の防食シートも同様に樹脂溶接する。この樹脂溶接
は、防食シート3aと同種のポリプロピレン樹脂棒や高
密度ポリエチレン樹脂棒を用いて行うことが望ましく、
また、溶接に先立って接合部分を清掃し、防食シート3
aの端部表面をナイフ等でそぎ落として新しい端面を露
出させておくことが望ましい。このような前処理を行う
と溶接不良がなくなり、接合強度や水密性が大幅に向上
する。
When the laying of the precast plate 3 is completed, as shown in FIG. 4, the ends of the anticorrosion sheets 3a of the adjacent precast plates 3 are welded with the resin 4 to join them watertightly,
Further, the anticorrosion sheet 3a of the precast plate 3 around the floor surface and the anticorrosion sheet of the wall surface are similarly resin-welded. It is desirable to perform this resin welding using a polypropylene resin rod or a high-density polyethylene resin rod of the same type as the anticorrosion sheet 3a,
In addition, prior to welding, the joints should be cleaned and the anticorrosion sheet 3
It is desirable to expose the new end surface by scraping off the end surface of a with a knife or the like. By performing such pretreatment, welding defects are eliminated, and joining strength and water tightness are greatly improved.

【0019】上記の方法で防食シート床面を施工する
と、従来のようにプレキャスト板の敷設後、防食シート
を接着する面倒な作業がまったく不要となり、隣り合う
プレキャスト板3表面の防食シート3aの端部同士を樹
脂溶接するだけでよいから、工期が長引くことはない。
しかも、敷設するプレキャスト板3は、防食シート裏面
のアンカー30aをモルタル層3bに抜け出し不能に埋
め込んだ防食シート3aを強固に固着したものであるか
ら、下方から浸透してくる水の圧力や蒸気圧によって防
食シート3aの剥離を生じることがなく、また、防食シ
ート3aの端部同士は樹脂溶接によって強固かつ水密的
に接合されるので、この接合部分が浸透水の圧力や蒸気
圧で亀裂を生じたり、接合部分から薬液等が洩れたりす
ることもない。従って、本発明の方法で施工した防食シ
ート床面は、長期間にわたって優れた防食効果を発揮す
る。
When the floor surface of the anticorrosion sheet is constructed by the above method, the troublesome work of adhering the anticorrosion sheet after the laying of the precast plate as in the conventional case is completely unnecessary, and the edge of the anticorrosion sheet 3a on the surface of the adjacent precast plate 3 is eliminated. Since it is only necessary to weld the parts with resin, the construction period will not be prolonged.
Moreover, since the precast plate 3 to be laid is the one in which the anchor 30a on the back surface of the anticorrosion sheet is firmly fixed to the mortar layer 3b, the anticorrosion sheet 3a is firmly fixed. Does not cause peeling of the anticorrosion sheet 3a, and since the ends of the anticorrosion sheet 3a are firmly and watertightly joined by resin welding, this joint portion causes cracks due to pressure of permeated water or vapor pressure. Also, there is no leakage of chemicals from the joint. Therefore, the floor surface of the anticorrosion sheet constructed by the method of the present invention exhibits an excellent anticorrosion effect for a long period of time.

【0020】[0020]

【発明の効果】以上の説明から明らかなように、本発明
の施工方法によれば、プレキャスト板を敷き並べてから
防食シートを接着する面倒な作業が不要となるので、工
期が長引くことがなく、しかも、床地のコンクリートか
ら浸透してくる水の圧力や蒸気圧によってプレキャスト
板の剥離、表面の防食シートの剥離、接合部分の亀裂等
を生じることがないので、長期間にわたって優れた防食
効果を発揮し得る防食シート床面を施工することができ
る。そして、本発明のプレキャスト板はモルタル層に内
部空隙がなく、強度の均一なものとなる。
As is apparent from the above description, the present invention
According to this construction method , the troublesome work of laying out the precast plates and adhering the anticorrosion sheet is not necessary, so the construction period is not prolonged and the pressure and steam of water that permeates from the concrete of the floor Since the pressure does not cause peeling of the precast plate, peeling of the surface anticorrosion sheet, or cracking of the joint portion, it is possible to construct an anticorrosion sheet floor surface that can exhibit an excellent anticorrosion effect for a long period of time. Then, the precast plate of the present invention is used in the mortar layer.
There is no partial void and the strength is uniform.

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

【図1】コンクリートを打設して床地を形成したところ
を示す部分断面図である。
FIG. 1 is a partial cross-sectional view showing a state where a floor is formed by placing concrete.

【図2】床地の上に接着剤又はモルタルを塗布したとこ
ろを示す部分断面図である。
FIG. 2 is a partial cross-sectional view showing a state in which an adhesive or mortar is applied on the floor material.

【図3】接着剤又はモルタルを塗布した床地の上にプレ
キャスト板を敷き並べたところを示す部分断面図であ
る。
FIG. 3 is a partial cross-sectional view showing a precast plate laid and arranged on a floor material coated with an adhesive or mortar.

【図4】隣り合ったプレキャスト板表面の防食シートの
端部同士を樹脂溶接したところを示す部分断面図であ
る。
FIG. 4 is a partial cross-sectional view showing resin-welded end portions of anticorrosion sheets on the surfaces of adjacent precast plates.

【図5】本発明のプレキャスト板の一実施例を示す断面
図である。
FIG. 5 is a sectional view showing an embodiment of the precast plate of the present invention.

【図6】同プレキャスト板の製造方法を説明する断面図
である。
FIG. 6 is a cross-sectional view illustrating the method of manufacturing the same precast plate.

【図7】同プレキャスト板の表面に固着する防食シート
の一部拡大斜視図である。
FIG. 7 is a partially enlarged perspective view of an anticorrosion sheet adhered to the surface of the precast plate.

【符号の説明】[Explanation of symbols]

1 床地 2 接着剤又はモルタル 3 プレキャスト板 3a 防食シート 30a アンカー 3b モルタル層 3c 補強材 4 溶接樹脂 DESCRIPTION OF SYMBOLS 1 Floor material 2 Adhesive or mortar 3 Precast board 3a Anticorrosion sheet 30a Anchor 3b Mortar layer 3c Reinforcing material 4 Welding resin

───────────────────────────────────────────────────── フロントページの続き (72)発明者 堀田 研一 大阪市中央区安土町2丁目3番13号 タ キロン株式会社内 (56)参考文献 特開 平2−192934(JP,A) 特公 平2−54761(JP,B2) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Kenichi Hotta Inventor Kenichi Hotta 2-3-3 Azuchi-cho, Chuo-ku, Osaka Within Takiron Co., Ltd. (56) Reference JP-A-2-192934 (JP, A) 2-54761 (JP, B2)

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 コンクリートを打設して床地を形成した
後、その表面に接着剤又はモルタルを塗布し、合成樹脂
製の防食シートを表面に固着したモルタル製のプレキャ
スト板を上記接着剤又はモルタルが硬化する前に敷き並
べて、隣り合ったプレキャスト板の防食シートの端部同
士を樹脂溶接することを特徴とする防食シート床面の施
工方法。
1. A mortar precast plate having a concrete resin cast to form a floor and then a surface of which is coated with an adhesive or mortar, and a synthetic resin anticorrosion sheet is fixed to the surface of the adhesive or mortar. A method for constructing a floor surface of an anticorrosion sheet, which comprises lining them up before the mortar hardens and resin-welding the ends of the anticorrosion sheets of the adjacent precast plates.
【請求項2】 合成樹脂製の防食シートの裏面に分散し
突設された多数のアンカーを補強材の入ったモルタル
層に埋め込んで、上記の防食シートをモルタル層の表面
に固着して成るプレキャスト板。
2. A synthetic resin anticorrosion sheet is dispersed on the back surface of the sheet.
A precast plate obtained by embedding a large number of anchors projecting in a mortar layer containing a reinforcing material and fixing the above-mentioned anticorrosion sheet to the surface of the mortar layer.
JP4218637A 1992-07-24 1992-07-24 Anticorrosion sheet Floor construction method and precast board used for it Expired - Lifetime JP2553994B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4218637A JP2553994B2 (en) 1992-07-24 1992-07-24 Anticorrosion sheet Floor construction method and precast board used for it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4218637A JP2553994B2 (en) 1992-07-24 1992-07-24 Anticorrosion sheet Floor construction method and precast board used for it

Publications (2)

Publication Number Publication Date
JPH0642148A JPH0642148A (en) 1994-02-15
JP2553994B2 true JP2553994B2 (en) 1996-11-13

Family

ID=16723072

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4218637A Expired - Lifetime JP2553994B2 (en) 1992-07-24 1992-07-24 Anticorrosion sheet Floor construction method and precast board used for it

Country Status (1)

Country Link
JP (1) JP2553994B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010106490A (en) * 2008-10-29 2010-05-13 Toda Constr Co Ltd Method of manufacturing precast concrete plate
CN107447948A (en) * 2017-08-23 2017-12-08 浙江宏恩装饰工程有限公司 A kind of construction technology of subsided rest room

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02192934A (en) * 1989-01-20 1990-07-30 R P Toupura Kk Corrosionproof sheet and manufacture thereof

Also Published As

Publication number Publication date
JPH0642148A (en) 1994-02-15

Similar Documents

Publication Publication Date Title
US6418684B1 (en) Wall reinforcement apparatus and method using composite materials
CN211547827U (en) Waterproof structure at joint of concrete bottom plates of new and old buildings
JP2553994B2 (en) Anticorrosion sheet Floor construction method and precast board used for it
JP2013238024A (en) Structure reinforcement method, reinforcement structure, and unevenness absorber
CN111608185A (en) Waterproof construction method for main body structure of narrow space of deep foundation pit
JP2008069269A (en) Member-bonding technique using adhesive-impregnated substrate, bonding member used therefor and member-bonded structure
JP2759187B2 (en) Seat panel mounting method and mounting structure
JP2571177B2 (en) Corrosion protection method for concrete floor and wall surface, and precast plate with anchor used for this method
JP6685337B2 (en) Waterproof structure of hanging scaffold
JPH10159027A (en) Earthquake-resistant reinforcing method for existing structure and reinforcing construction
KR101704733B1 (en) Composite panel for lining and Method for constructing waterproof using the same
JPH0642149A (en) Constructing method for floor surface with anti-corrosive sheet
JPH0219458Y2 (en)
JP2849336B2 (en) Underground outer wall waterproof structure and construction method
JPH0357241B2 (en)
JPH08246546A (en) Work execution method and structure of concrete body wall fitted with lining panel
JP2003027573A (en) Joint waterproof film for concrete trough and waterproof execution method therefor
JPH11303361A (en) Tiled wall surface repairing method
JPS60126448A (en) Crack inducing structure of concrete structure
JPH06238812A (en) Precast concrete panel and production thereof
KR100299393B1 (en) Hybrid waterproofing system combined sloped concrete block with plastic pannel sheet
JP7116693B2 (en) Method for repairing stone structures
KR0180632B1 (en) Composite waterproof structure and construction method thereof
JP4628906B2 (en) Manufacturing method of water shielding sheet structure
JPS62194329A (en) Corrosion prevention work for steel sheet pile

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19960514

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080822

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090822

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090822

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100822

Year of fee payment: 14

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100822

Year of fee payment: 14

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100822

Year of fee payment: 14

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110822

Year of fee payment: 15

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110822

Year of fee payment: 15

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110822

Year of fee payment: 15

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110822

Year of fee payment: 15

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120822

Year of fee payment: 16

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120822

Year of fee payment: 16

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

EXPY Cancellation because of completion of term