JPS61242249A - Water-proof coating layer structure and its construction - Google Patents

Water-proof coating layer structure and its construction

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Publication number
JPS61242249A
JPS61242249A JP8133885A JP8133885A JPS61242249A JP S61242249 A JPS61242249 A JP S61242249A JP 8133885 A JP8133885 A JP 8133885A JP 8133885 A JP8133885 A JP 8133885A JP S61242249 A JPS61242249 A JP S61242249A
Authority
JP
Japan
Prior art keywords
shaped
shape
base
inverted
cross
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
JP8133885A
Other languages
Japanese (ja)
Inventor
長生 悟
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.)
YAMATOMI SHOJI KK
Original Assignee
YAMATOMI SHOJI 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 YAMATOMI SHOJI KK filed Critical YAMATOMI SHOJI KK
Priority to JP8133885A priority Critical patent/JPS61242249A/en
Publication of JPS61242249A publication Critical patent/JPS61242249A/en
Pending legal-status Critical Current

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  • Floor Finish (AREA)
  • Paints Or Removers (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、コンクリート面、木造下地面、鉄板下地面等
の表面を被覆する防水被覆層構造およびその施工方法に
関し、特に、FRPを使用した防水被覆層構造とその施
工方法に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a waterproof coating layer structure that covers surfaces such as concrete surfaces, wooden base surfaces, iron plate base surfaces, etc., and a construction method thereof, and in particular, Concerning waterproof coating layer structure and its construction method.

[従来の技術] 従来、建築または構築物の防水には、一般にアスファル
ト防水が施されているが、該アスファルト防水は伸度が
小さく、材質が弱いためにコンクリート等の下地の亀裂
、変形等により亀裂または割れ目を生ずるために完全な
防水を行うことができず、また施工において重量が増加
し、色は黒色に限定される等の欠点がある。
[Prior Art] Conventionally, asphalt waterproofing has been generally applied to waterproof buildings and structures, but asphalt waterproofing has low elongation and is a weak material, so cracks may occur due to cracks or deformation of the underlying material such as concrete. Otherwise, complete waterproofing cannot be achieved due to the formation of cracks, the weight increases during construction, and the color is limited to black.

また、合成ゴムシートを用いて防水を施す方法も行われ
ているが、アスファルト防水と同様にコンクリート等の
下地の亀裂、変形に追従することができず、亀裂または
割れ目を生じ、耐候性に劣る欠点がある。
There is also a method of applying waterproofing using synthetic rubber sheets, but like asphalt waterproofing, it cannot follow the cracks and deformation of the underlying material such as concrete, resulting in cracks or fissures and poor weather resistance. There are drawbacks.

他方、ポリエチレンやポリイソブチレン等のプラスチッ
ク材料からなる防水シートも知られているが、このよう
なプラスチック材料は柔軟な材質のために外部からの物
理的な損傷を受けやすく、また施工が煩雑で簡単に行う
ことが困難である等の欠点がある。
On the other hand, waterproof sheets made of plastic materials such as polyethylene and polyisobutylene are also known, but such plastic materials are susceptible to physical damage from the outside due to their flexibility, and are complicated and easy to install. There are drawbacks such as the difficulty of performing

この様な防水方法に対して、近年プラスチック材料の中
で特にグラスファイバーと樹脂とを凝固して強靭にした
FRPを使用した防水方法が注目され実施される様にな
り、例えばコンクリート等の構築物の表面にポリエステ
ル°レジン等の上下二層の合成樹脂薄層を設け、両層間
にガラス繊維を開花させた防水装置(実公昭31−81
48号公報)、および下地の上面にポリウレタン系樹脂
層を形成し、その上にFRP層を積層した防水施工方法
(特開昭52−87821号公報)等が報告されている
In recent years, waterproofing methods using FRP, which is a toughened plastic material made by coagulating glass fiber and resin, have been attracting attention and being implemented, for example, for building structures such as concrete. Waterproofing device with two thin layers of synthetic resin such as polyester resin on the surface and glass fibers blooming between the two layers
48), and a waterproofing method in which a polyurethane resin layer is formed on the upper surface of a base and an FRP layer is laminated thereon (Japanese Patent Application Laid-Open No. 52-87821).

[発明が解決しようとする問題点] しかしながら、前者の実公昭31−8148号公報は耐
久性にすぐれ、軽量で外観が美麗であるが、下地の亀裂
、変形に追従することができず、長期の使用により亀裂
や割れ目が生ずる欠点がある。
[Problems to be Solved by the Invention] However, although the former Japanese Utility Model Publication No. 31-8148 has excellent durability, is lightweight, and has a beautiful appearance, it cannot cope with cracks and deformation of the base, and it cannot be used for a long period of time. The disadvantage is that cracks and fissures occur when used.

また、後者の特開昭52−87821号は幾分下地の亀
裂、変形に耐えることができるが追従性が充分でなく、
比較的小面積の防水には適用可能であるが大面積におい
ては使用不可能となり、また長期間の使用が困難な欠点
がある。
In addition, the latter, JP-A No. 52-87821, can withstand cracks and deformation of the base to some extent, but the followability is not sufficient.
Although it is applicable to waterproofing a relatively small area, it cannot be used in a large area, and has the disadvantage that it is difficult to use for a long period of time.

この様にコンクリート等の下地は収縮性が大きく、耐候
性に問題があり、亀裂を発生し易い材料であるので、被
覆層の下地に対する追従性が大きな問題点となる。他方
、FRP層は、防水、耐候性に長所を有するが、伸縮性
が劣るためきわめて硬質な仕上りを示し、下地と共に亀
裂を生じてしまう懸念が多大である。
As described above, the base material such as concrete has high shrinkage, has problems with weather resistance, and is easily cracked, so the followability of the coating layer to the base poses a major problem. On the other hand, although the FRP layer has advantages in waterproofing and weather resistance, it exhibits an extremely hard finish due to poor elasticity, and there is a great concern that it may crack along with the underlying layer.

上記の様な下地とFRP層との離反する性質を和合せし
め、本発明の目的は、FRP層の長所をそのまま保持し
て広大な面積を被覆することができ。
An object of the present invention is to combine the above-mentioned properties of separating the base and the FRP layer, so that the advantages of the FRP layer can be maintained and a vast area can be covered.

下地に亀裂や変形を生じても追従性に懸念のない防水被
覆層構造およびその施工方法を提供することにある。
It is an object of the present invention to provide a waterproof coating layer structure and a method for constructing the same without worrying about followability even if cracks or deformation occur in the base.

[問題点を解決するための手段] 即ち、本発明の第一発明は下地の表面に、断面が逆U字
形又はU字形の長尺状部材の開口部両側縁に外向で水平
方向に各々突縁を形成したFRP製の本体と、該逆U字
形又はU字形の溝に嵌合固着したバックアップ充填材と
からなる伸縮目地を一定の間隔を設けて配設し、各間隔
にFRP層を設けてなることを特徴とする防水被覆層構
造であり、第二の発明は断面が逆U字形又はU字形の長
尺状部材の開口部両側縁に外向で水平方向に各々突縁を
形成したFRP製の本体と、該逆U字形又はU字形の溝
に嵌合固着したバックアップ充填材とからなる伸縮目地
を一定の間隔を設けて下地の表面に配設し、各間隔の下
地の表面に合成樹脂を塗布し、その上面にグラスファイ
バーを敷キ、さラニ合成樹脂を塗布することにより少な
くとも一層のFRP層を形成することを特徴とする防水
被覆層構造の施工方法である。
[Means for Solving the Problems] That is, the first aspect of the present invention includes projecting horizontally outwardly on both sides of the opening of a long member having an inverted U-shape or a U-shape cross section on the surface of the base. Expansion joints consisting of an FRP body with edges formed and a backup filler fitted and fixed in the inverted U-shaped or U-shaped groove are arranged at regular intervals, and an FRP layer is provided at each interval. The second invention is an FRP in which projecting edges are formed outwardly and horizontally on both sides of the opening of a long member having an inverted U-shape or a U-shape in cross section. Expansion joints consisting of an inverted U-shaped or U-shaped groove and a backup filler fitted and fixed to the inverted U-shaped or U-shaped groove are arranged on the surface of the base at regular intervals, and the joints are formed on the surface of the base at each interval. This method of constructing a waterproof coating layer structure is characterized in that at least one FRP layer is formed by applying resin, laying glass fiber on the top surface, and applying Sarani synthetic resin.

以下、本発明を図面に基づいて詳細に説明する。Hereinafter, the present invention will be explained in detail based on the drawings.

第1図(a)は本発明の防水被覆層構造に使用される断
面が逆U字形の伸縮目地の済視図、第1図(b)はその
AA線断面図である。第1図(c)は断面がU字形の伸
縮目地の断面図である。
FIG. 1(a) is a completed view of an expansion joint with an inverted U-shaped cross section used in the waterproof coating layer structure of the present invention, and FIG. 1(b) is a sectional view taken along the line AA. FIG. 1(c) is a sectional view of an expansion joint having a U-shaped cross section.

上記の図面において、伸縮目地lは断面が逆U字形又は
U字形の長尺状部材2の開口部両側縁に外向で水平方向
に各々突縁3,3を形成したFRP製の本体4と、該逆
U字形又はU字形の溝に合致する断面を有し、下面がほ
ぼ同一平面になるように逆U字形の溝に嵌合固着したバ
ックアップ充填材5とからなる伸縮目地からなるもので
ある。
In the above drawings, the expansion joint 1 includes a main body 4 made of FRP, which has projecting edges 3, 3 extending outward and horizontally on both sides of the opening of a long member 2 having an inverted U-shape or a U-shape cross section; It is an expansion joint that has a cross section that matches the inverted U-shaped groove or the U-shaped groove, and includes a backup filler 5 that is fitted and fixed to the inverted U-shaped groove so that the lower surface is substantially flush with the inverted U-shaped groove. .

該伸縮目地は断面が逆U字形又はU字形の長尺形、十字
形又はL字形の金型にポリエステル樹脂等の合成樹脂を
塗布し、その上面にグラスファイバーを敷き、さらにポ
リエステル樹脂等の合成樹脂を塗布してグラスファイバ
ーに含浸せしめ、或いはその上にさらにグラスファイバ
ーを敷き、ポリエステル樹脂を塗布して、少なくとも一
層以上のFRP層を形成し、乾燥硬化した後に脱型し、
次いで逆U字形又はU字形の溝に発泡ウレタン等の緩衝
材からなるバックアップ充填材を充填し嵌合固着するこ
とにより容易に製造することができる。
The expansion joint is made by applying a synthetic resin such as polyester resin to a long, cross-shaped or L-shaped mold with an inverted U-shape or U-shape cross section, laying glass fiber on the top surface, and then applying synthetic resin such as polyester resin to the mold. Applying resin to impregnate the glass fiber, or further laying glass fiber on top of it, applying polyester resin to form at least one FRP layer, drying and curing, and then demolding,
Next, the inverted U-shaped or U-shaped groove is filled with a back-up filler made of a cushioning material such as urethane foam, and the back-up filler is fitted and fixed, thereby making it easy to manufacture.

本発明において、グラスファイバーには通常の製品であ
れば如何なるものでも使用することができるが、特に繊
維方向がランダムなチョツプドストランドマットが好ま
しく、又グラスファイバーの代りに表面処理を施した銅
等の金属m維を使用することもできる。
In the present invention, any ordinary product can be used as the glass fiber, but chopped strand mats with random fiber directions are particularly preferred, and surface-treated copper can be used instead of glass fibers. It is also possible to use metal fibers such as.

又、グラスファイバーに含浸される合成樹脂としてはポ
リエステル樹脂が好ましい。
Further, as the synthetic resin impregnated into the glass fiber, polyester resin is preferable.

本発明において伸縮目地の形状は特に限定することなく
任意のものを用いることができ1例えば長尺形、十字形
、L字形等が挙げられる。
In the present invention, the shape of the expansion joint is not particularly limited, and any shape can be used, such as an elongated shape, a cross shape, an L-shape, etc.

本発明の第一発明の防水被覆構造は断面が逆U字形又は
U字形の長尺形等の伸縮目地を一定の間隔を設けて配設
し、各間隔にFRP層を設けて構成される。
The waterproof coating structure of the first aspect of the present invention is constructed by disposing expansion joints having an inverted U-shape or U-shape elongated cross section at regular intervals, and providing an FRP layer at each interval.

又、長尺形の伸縮目地に、第3図に示す様な十字形、或
いはL字形の伸縮目地を組合せて、一定の間隔を設けて
配設し、各間隔にFRP層を設けてもよい。
Alternatively, a long expansion joint may be combined with a cross-shaped or L-shaped expansion joint as shown in Fig. 3, and the joints may be arranged at regular intervals, and an FRP layer may be provided at each interval. .

次に、第二発明の防水被覆層構造の施工方法について説
明する。
Next, a method for constructing a waterproof coating layer structure according to the second invention will be explained.

第2図はコンクリート又はモルタルの下地の表面に本発
明の防水被覆層構造を施工した状態を示す断面図である
FIG. 2 is a sectional view showing a state in which the waterproof coating layer structure of the present invention is applied to the surface of a concrete or mortar base.

同第2図において、コンクリート又はモルタルの下地6
の上面に、先ずプライマー7を塗布して乾燥させ、断面
が逆U字形の長尺状部材2の開口部両側縁に外向で水平
方向に各々突縁を形成したFRP製の本体と、該逆U字
形の溝に嵌合固着したバックアップ充填材5とからなる
伸縮目地Iを一定の間隔を設けて下地の表面に配設して
固定し、各間隔の下地の表面にポリエステル樹脂等の合
成樹脂8を塗布し、その上面にグラスファイバー9を敷
き、さらにポリエステル樹脂等の合成樹脂8を塗布して
含浸せしめ、或いはさらにその上にグラスファイバー9
を敷き、ポリエステル樹脂等の合成樹脂8を塗布し、乾
燥、硬化せしめ“て少なくとも一層のFRP層を形成し
、上面にトップコートを塗布、乾燥することにより施工
を完了する。
In Figure 2, the concrete or mortar base 6
First, a primer 7 was applied to the upper surface and dried, and an FRP main body was formed with projecting edges outward and horizontally on both sides of the opening of the elongated member 2 having an inverted U-shaped cross section, and the opposite side. Expansion joints I consisting of a backup filler 5 fitted and fixed in a U-shaped groove are arranged and fixed at regular intervals on the surface of the base, and synthetic resin such as polyester resin is applied to the surface of the base at each interval. 8, spread glass fiber 9 on the top surface, and then apply synthetic resin 8 such as polyester resin to impregnate it, or further coat glass fiber 9 on top of it.
A synthetic resin 8 such as polyester resin is applied, dried and cured to form at least one FRP layer, and a top coat is applied to the upper surface and dried to complete the construction.

上記の施工方法において塗布する合成樹脂にはポリエス
テル樹脂を用いるのが好ましい。
It is preferable to use polyester resin as the synthetic resin applied in the above construction method.

また長尺形の伸縮目地に十字形又はL字形の伸縮目地を
組合せて一定の間隔を設けて配設すると広面積に堅固な
構造の施工をすることができる。
Furthermore, by combining long expansion joints with cross-shaped or L-shaped expansion joints and arranging them at regular intervals, a sturdy structure can be constructed over a wide area.

また、U字形の伸縮目地を一定の間隔を設けて下地の表
面に配設する場合には、下地にあらかじめ伸縮目地を布
設する位置に断面が凹形の溝を形成しておき、該凹部に
伸縮目地を嵌合して配設し、各間隔の下地の表面に少な
くとも一層のFRP層を形成し、上面にトップコートを
施して施工することにより表面に凸部のない平坦な面を
形成することができる。
In addition, when placing U-shaped expansion joints at regular intervals on the surface of the base, grooves with a concave cross-section are formed in advance on the base at the positions where the expansion joints are to be laid, and the grooves are placed in the recesses. Expansion joints are fitted and arranged, at least one FRP layer is formed on the base surface of each interval, and a top coat is applied to the upper surface to form a flat surface without protrusions. be able to.

[作 用] 本発明においては断面が逆U゛字形又はU字形の伸縮目
地が用いられているので、伸縮目地の撓みは、平面へ拡
張する変形によって、横方向への伸縮に対応することが
でき、コンクリート等の下地に収縮や亀裂が発生する際
に、FRP層が受ける応力を吸収する。
[Function] In the present invention, since an expansion joint having an inverted U-shaped or U-shaped cross section is used, the deflection of the expansion joint can be accommodated by expansion and contraction in the lateral direction by deformation that expands into a plane. It absorbs the stress that the FRP layer receives when shrinkage or cracks occur in the concrete base.

撓みの部分に常時多大の空隙が存在することは防水被覆
層としての強度を低下させるので、バックアツプ材を充
填して補強するが、このバックアツプ材は上記の変形に
追従できるように、発泡物質のようにむしろ柔軟なもの
が望ましい。
The presence of large voids at all times in the bending area reduces the strength of the waterproof coating layer, so it is reinforced by filling it with backup material, but this backup material is made of foam so that it can follow the above deformation. Rather, something flexible like a substance is preferable.

[実施例] 実施例1 断面が逆U字形の長尺形の金型にポリエステル樹脂(4
50g/m2の割合)を塗布し、その上面にグラスファ
イバー(厚さ450g/層2)を敷き、さらにポリエス
テル樹脂(800g/m2の割合)を塗布して含浸せし
め、その上にグラスファイバー(厚さ45(Ig/層2
)を敷き、さらにポリエステル樹脂(600g/m2の
割合)を塗布し乾燥して硬化後、脱型して厚さ2■の長
尺形の伸縮目地を得た。
[Example] Example 1 A long mold with an inverted U-shaped cross section was filled with polyester resin (4
50g/m2), lay glass fiber (450g/layer 2) on top, coat and impregnate polyester resin (800g/m2), and lay glass fiber (thickness 450g/layer 2) on top. Sa45 (Ig/layer 2
), and then a polyester resin (at a rate of 600 g/m2) was applied, dried and cured, and then removed from the mold to obtain a long expansion joint with a thickness of 2 cm.

次に、伸縮目地の逆U字形の溝の表面にプライマーを塗
布し液状のウレタン樹脂を収容し、発泡せしめて発泡ウ
レタン樹脂を嵌合固着した。
Next, a primer was applied to the surface of the inverted U-shaped groove of the expansion joint, liquid urethane resin was contained therein, and the foamed urethane resin was fitted and fixed by foaming.

他方、断面が逆U字形の十字形、L字形の金型を使用し
て、上記と同様の方法により十字形、L字形の伸縮目地
を得た。
On the other hand, cross-shaped and L-shaped expansion joints were obtained in the same manner as described above using cross-shaped and L-shaped molds having an inverted U-shaped cross section.

次に、屋外の10012のコンクリートの下地の表面に
プラスマーを約150g/s2の割合で塗布して乾燥さ
せた。その上に長尺形の伸縮目地を5mの間隔を設けて
配設し、各間隔のプラスマーを塗布した下地の表面にポ
リエステル樹脂を塗布し、その上面にグラスファイバー
を敷き、さらにポリエステル樹脂を塗布し、グラスファ
イバーに含浸せしめ、その上に再びグラスファイバーを
敷き、さらにポリエステル樹脂を塗布して乾燥、硬化せ
しめてFRP層を形成し、上面にトップコートを塗布、
乾燥した。
Next, plasmar was applied to the surface of the outdoor 10012 concrete base at a rate of about 150 g/s2 and dried. On top of that, long expansion joints are placed at intervals of 5 m, and polyester resin is applied to the surface of the base coated with plasma at each interval, glass fiber is laid on the top surface, and polyester resin is further applied. Then, impregnate it with glass fiber, lay glass fiber again on top of it, apply polyester resin, dry and harden it to form an FRP layer, and apply a top coat on the top surface.
Dry.

その結果、12力月経過しても表面に亀裂の発生がなく
、防水は完全に保たれ、変色等の表面の変化は何等認め
られなかった。
As a result, even after 12 months had passed, there were no cracks on the surface, the waterproofness was completely maintained, and no surface changes such as discoloration were observed.

実施例2 屋外の約10012のコンクリート下地の表面にプライ
マーを150g/■2の割合で塗布して乾燥させ。
Example 2 A primer was applied to the surface of an outdoor concrete base of about 10,012 cm at a rate of 150 g/2 and allowed to dry.

長尺形の伸縮目地に十字形の伸縮目地を組合せて、たて
10m Xよこ5mの格子を形成する様に配設し、また
コーナ一部にはL字形の伸縮目地を配設した。
Long expansion joints were combined with cross-shaped expansion joints to form a lattice measuring 10m long x 5m wide, and L-shaped expansion joints were placed at some of the corners.

次に、実施例1と同様の方法で各間隔にFRP層を形成
し、さらに上面にトップコートを塗布、乾燥した。
Next, an FRP layer was formed at each interval in the same manner as in Example 1, and a top coat was further applied on the upper surface and dried.

その結果、12力月経過しても亀裂の発生はなく、防水
は完全に保たれ、変色等の何等の表面変化も認められな
かった。
As a result, no cracks occurred even after 12 months, the waterproofness was completely maintained, and no surface changes such as discoloration were observed.

[発明の効果] 以上、説明したとおり、本発明によれば、防水被覆層に
伸縮目地の撓みを設けることにより、下地の収縮等を吸
収し、亀裂や変形に対する追従性に懸念がなく、しかも
、防水、耐候性に富むFRPの長所はそのまま保持して
広大な面積を被覆することができる防水被覆層構造およ
びその施工方法を提供することができる。
[Effects of the Invention] As explained above, according to the present invention, by providing a flexible expansion joint in the waterproof coating layer, shrinkage of the base material can be absorbed, and there is no concern about followability against cracks or deformation. It is possible to provide a waterproof coating layer structure that can cover a vast area while retaining the advantages of FRP, which is rich in waterproofness and weather resistance, and a method for constructing the same.

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

第1図(a)は本発明の防水被覆層構造に使用される断
面が逆U字形の伸縮目地の斜視図、第1図(b)はAA
線断面図、第1図(C)は断面がU字形の伸縮目地の断
面図、第2図は下地の表面に防水被覆層構造を施工した
状態を示す断面図及び第3図は十字形の伸縮目地の斜視
図である。 1・・・伸縮目地 2・・・長尺状部材 3・・・突縁 4・・・本体 5・・・バックアップ充填材 6・・・下地 7・・・プライマー 8・・・合成樹脂 9・・・グラスファイバー 10・・・トップコート
FIG. 1(a) is a perspective view of an expansion joint with an inverted U-shaped cross section used in the waterproof coating layer structure of the present invention, and FIG. 1(b) is an AA
Line sectional view, Figure 1 (C) is a sectional view of an expansion joint with a U-shaped cross section, Figure 2 is a sectional view showing a state in which a waterproof coating layer structure is applied to the surface of the base, and Figure 3 is a cross-sectional view of a cross-shaped expansion joint. It is a perspective view of an expansion joint. 1... Expansion joint 2... Long member 3... Flange 4... Main body 5... Backup filler 6... Base 7... Primer 8... Synthetic resin 9. ...Glass fiber 10...Top coat

Claims (5)

【特許請求の範囲】[Claims] (1)下地の表面に断面が逆U字形又はU字形の長尺状
部材の開口部両側縁に外向で水平方向に各々突縁を形成
したFRP製の本体と、該逆U字形又はU字形の溝に嵌
合固着したバックアップ充填材とからなる伸縮目地を一
定の間隔を設けて配設し、各間隔にFRP層を設けてな
ることを特徴とする防水被覆層構造。
(1) A main body made of FRP in which projecting edges are formed outwardly and horizontally on both sides of the opening of a long member with an inverted U-shape or U-shape cross section on the surface of the base, and the inverted U-shape or U-shape A waterproof covering layer structure characterized in that expansion joints made of a backup filler that are fitted and fixed in grooves are arranged at regular intervals, and an FRP layer is provided at each interval.
(2)長尺形の伸縮目地に十字形又はL字形の伸縮目地
を組合せて、一定の間隔を設けて配設する特許請求の範
囲第1項記載の防水被覆層構造。
(2) The waterproof coating layer structure according to claim 1, in which a long expansion joint is combined with a cross-shaped or L-shaped expansion joint and arranged at regular intervals.
(3)断面が逆U字形又はU字形の長尺状部材の開口部
両側縁に外向で水平方向に各々突縁を形成したFRP製
の本体と、該逆U字形又はU字形の溝に嵌合固着したバ
ックアップ充填材とからなる伸縮目地を一定の間隔を設
けて下地の表面に配設し、各間隔の下地の表面に合成樹
脂を塗布し、その上面にグラスファイバーを敷き、さら
に合成樹脂を塗布することにより少なくとも一層のFR
P層を形成することを特徴とする防水被覆層構造の施工
方法。
(3) A long member with an inverted U-shape or a U-shaped cross section, and an FRP main body that has projecting edges outward and horizontally on both sides of the opening, and is fitted into the inverted U-shape or U-shaped groove. Expansion joints made of bonded backup filler are placed on the surface of the base at regular intervals, synthetic resin is applied to the surface of the base at each interval, glass fiber is laid on the top surface, and then synthetic resin is applied to the surface of the base at each interval. By applying at least one layer of FR
A construction method for a waterproof coating layer structure, characterized by forming a P layer.
(4)合成樹脂としてポリエステル樹脂を塗布する特許
請求の範囲第3項記載の施工方法。
(4) The construction method according to claim 3, wherein a polyester resin is applied as the synthetic resin.
(5)長尺形の伸縮目地に十字形又はL字形の伸縮目地
を組合せて、一定の間隔を設けて配設する特許請求の範
囲第3項記載の施工方法。
(5) The construction method according to claim 3, in which a long expansion joint is combined with a cross-shaped or L-shaped expansion joint and arranged at a constant interval.
JP8133885A 1985-04-18 1985-04-18 Water-proof coating layer structure and its construction Pending JPS61242249A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8133885A JPS61242249A (en) 1985-04-18 1985-04-18 Water-proof coating layer structure and its construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8133885A JPS61242249A (en) 1985-04-18 1985-04-18 Water-proof coating layer structure and its construction

Publications (1)

Publication Number Publication Date
JPS61242249A true JPS61242249A (en) 1986-10-28

Family

ID=13743582

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8133885A Pending JPS61242249A (en) 1985-04-18 1985-04-18 Water-proof coating layer structure and its construction

Country Status (1)

Country Link
JP (1) JPS61242249A (en)

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