JPH04114980A - Resin-lined concrete pipe - Google Patents

Resin-lined concrete pipe

Info

Publication number
JPH04114980A
JPH04114980A JP23271090A JP23271090A JPH04114980A JP H04114980 A JPH04114980 A JP H04114980A JP 23271090 A JP23271090 A JP 23271090A JP 23271090 A JP23271090 A JP 23271090A JP H04114980 A JPH04114980 A JP H04114980A
Authority
JP
Japan
Prior art keywords
primer
layer
concrete pipe
resin
polyester resin
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.)
Granted
Application number
JP23271090A
Other languages
Japanese (ja)
Other versions
JP3041023B2 (en
Inventor
Masaaki Nishiwaki
正明 西脇
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.)
Nippon Hume Pipe Co Ltd
Original Assignee
Nippon Hume Pipe 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 Nippon Hume Pipe Co Ltd filed Critical Nippon Hume Pipe Co Ltd
Priority to JP2232710A priority Critical patent/JP3041023B2/en
Publication of JPH04114980A publication Critical patent/JPH04114980A/en
Application granted granted Critical
Publication of JP3041023B2 publication Critical patent/JP3041023B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Rigid Pipes And Flexible Pipes (AREA)
  • Laminated Bodies (AREA)
  • Aftertreatments Of Artificial And Natural Stones (AREA)

Abstract

PURPOSE:To prevent the peeling of a lining layer, etc., by applying a primer to the inner surface of a concrete pipe and forming a polyester resin layer having a specific elongation percentage on the primer layer. CONSTITUTION:A primer 2 consisting of an acrylic urethane resin having a molecular weight of 500-1,000 and preferably having low viscosity is applied to an optionally polished inner surface of a concrete pipe 1 to form a primer layer of 0.1-0.3mm thick and a polyester resin layer 3 having an elongation percentage of 10-30% is formed on the primer layer while the primer is still in uncured state.

Description

【発明の詳細な説明】 a、 産業上の利用分野 本発明は、コンクリート管の内面に樹脂層をライニング
した樹脂ライニングコンクリート管に関する。
DETAILED DESCRIPTION OF THE INVENTION a. Field of Industrial Application The present invention relates to a resin-lined concrete pipe in which the inner surface of the concrete pipe is lined with a resin layer.

b、 従来の技術 ]ンクリート管の内面に樹脂層をライニングし、それに
よって水の流れを良くし、掃流性を高め、耐薬品性を向
上させることができる。従来、コンクリート管の内面に
不飽和ポリエステル樹脂(以下ポリエステル樹脂という
)をライニングすることは行われていた。
b. Prior Art] The inner surface of a concrete pipe is lined with a resin layer to improve water flow, sweep properties, and chemical resistance. Conventionally, the inner surface of a concrete pipe has been lined with unsaturated polyester resin (hereinafter referred to as polyester resin).

C1発明が解決しようとする課題 しかし、ポリエステル樹脂は、コンクリートとの付着性
が悪く、硬化時の収縮が大きく、剥離、クシツクの発生
のおそれがあり、エポキシ樹脂、ウレタン樹脂などに比
べて低価格で、作業上の取り扱いも容易であるにもかか
わらず、単独ではライニング材料として使用できなかっ
た。
C1 Problems to be Solved by the Invention However, polyester resin has poor adhesion to concrete, large shrinkage during curing, and there is a risk of peeling and clumping, and it is less expensive than epoxy resins, urethane resins, etc. Although it is easy to handle, it could not be used alone as a lining material.

これらの弱点を補うため、ガラス繊維と組合わせて繊維
補強プラスチック(FI?P)  として用いてきたが
、ライニング材料としてはエポキシ樹脂、ウレタン樹脂
に遅れをとっていた。
To compensate for these weaknesses, fiber-reinforced plastics (FI?P) have been used in combination with glass fibers, but they have lagged behind epoxy resins and urethane resins as lining materials.

d、 課題を解決するための手段 本発明は、高い伸び率をもつポリエステル樹脂(以下、
改良ポリエステル樹脂という)を用いて、ライニング層
を形成し、硬化後の温度低下に伴う樹脂の収縮によるク
ランクを、樹脂のもつ延び能力によって解消したもので
ある。
d. Means for Solving the Problems The present invention uses a polyester resin (hereinafter referred to as
The lining layer is formed using an improved polyester resin (referred to as an improved polyester resin), and the stretching ability of the resin eliminates the cranking caused by the shrinkage of the resin as the temperature drops after curing.

すなわち、本発明の要旨は、コンクリート管の内面にプ
ライマーを塗布し、該プライマー層の表面に伸び率10
%〜30%のポリエステル樹脂層を形成してなる樹脂ラ
イニング管にある。
That is, the gist of the present invention is to apply a primer to the inner surface of a concrete pipe, and to apply an elongation rate of 10 to the surface of the primer layer.
% to 30% polyester resin layer.

プライマーとしては、低粘度(50〜70センチボイズ
)の分子量500〜1000のアクリルウレタン樹脂を
使用し、これをコンクリートへ含浸させ、プライマーと
コンクリートとの付着性を良好なものとした。塗布する
プライマーの厚さは、例えば0゜1〜0.3mmである
。このプライマーは未硬化(プライマー塗布後からの硬
化時間は約8時間)のうちであればポリエステル樹脂と
の付着性が良好であり、プライマー塗布からボυエステ
ル樹脂塗布の作業が連続的に可能となった。
As the primer, an acrylic urethane resin with a low viscosity (50 to 70 centivoids) and a molecular weight of 500 to 1000 was used, and this was impregnated into the concrete to improve the adhesion between the primer and the concrete. The thickness of the primer to be applied is, for example, 0.1 to 0.3 mm. This primer has good adhesion to polyester resin while it is uncured (curing time is approximately 8 hours after application of the primer), making it possible to work continuously from application of the primer to application of the polyester resin. became.

こうして成形されたライニング層は、ポリエステル樹脂
層とコンクリ−1〜との間に非常に薄い、例えば0.2
mmのプライマー層を設けたことにより、コンクリート
との付着を良好なものとなった。
The lining layer formed in this way is very thin, for example 0.2
By providing a primer layer of mm, the adhesion to concrete became good.

改良ポリエステル樹脂は、伸び率10%〜30%のもの
で、10%以下、30%以上ではポリエステル樹脂の引
張強度の低下が著しいので好ましくない。
The improved polyester resin has an elongation rate of 10% to 30%, and if it is less than 10%, and if it is more than 30%, the tensile strength of the polyester resin will drop significantly, so it is not preferable.

例えば下表に示す特性のものを用いることができる。For example, those having the characteristics shown in the table below can be used.

なお、上記伸び率の測定は、JIS K7113プラス
チックの引張試験方法に準じて行った。
The elongation rate was measured in accordance with JIS K7113 plastic tensile test method.

本発明の樹脂ライニング管は、次のようにして製造され
る。
The resin-lined pipe of the present invention is manufactured as follows.

例えば遠心力成形により製造されたコンクリート管を通
常の方法で養生し、脱型した後、管を回転機に乗せて回
転させながら、コンクリート管内面を超硬刃(ダイヤモ
ンド)のグラインダーで研磨する。これにより、管内面
の突起物(砂利等)やレイタンスを除去し、更にこれら
を圧縮空気によるエアーガンで取り除く。
For example, a concrete pipe manufactured by centrifugal force forming is cured in the usual manner, and after being demolded, the pipe is placed on a rotary machine and rotated, while the inner surface of the concrete pipe is polished using a grinder with carbide blades (diamond). This removes protrusions (gravel, etc.) and laitance on the inner surface of the tube, and further removes these with an air gun using compressed air.

次いで管を回転させなから吹付機を管内に挿入し、プラ
イマーを吹付け、プライマーが未硬化のうちにポリエス
テル樹脂を吹付ける。
Next, without rotating the tube, a spraying machine is inserted into the tube, a primer is sprayed, and while the primer is uncured, a polyester resin is sprayed.

e、 実施例および比較例 下表に示すポリエステル樹脂とプライマーを用い、実施
例では、超硬刃(ダイヤモンド)グラインダーを用い、
比較例ではワイヤーブラシを用いて直径250mm、管
厚28mmのヒユーム管に下地処理をし、プライマー層
0 、2 mm、樹脂ライニング層1.3mmを形成し
た。
e. Examples and Comparative Examples Using the polyester resin and primer shown in the table below, and using a carbide blade (diamond) grinder in the examples,
In a comparative example, a wire brush was used to perform surface treatment on a humid tube with a diameter of 250 mm and a tube thickness of 28 mm, and a primer layer of 0.2 mm and a resin lining layer of 1.3 mm were formed.

成形後の状態および接着強度は、下表のとおりであった
The condition and adhesive strength after molding were as shown in the table below.

f、 発明の効果 本発明によれば、ライニング層に剥離等の異常が生じる
ことのない樹脂ライニングコンクリート管を得ることが
できる。
f. Effects of the Invention According to the present invention, it is possible to obtain a resin-lined concrete pipe in which abnormalities such as peeling do not occur in the lining layer.

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

図面は本発明の樹脂ライニング管の縦断面図である。 1・・・コンクリート管、  2・・・プライマー層、
3・・・樹脂層。
The drawing is a longitudinal sectional view of the resin-lined pipe of the present invention. 1... Concrete pipe, 2... Primer layer,
3...Resin layer.

Claims (1)

【特許請求の範囲】[Claims] コンクリート管の内面にプライマーを塗布し、該プライ
マー層の表面に伸び率10%〜30%のポリエステル樹
脂層を形成してなる樹脂ライニングコンクリート管。
A resin-lined concrete pipe made by applying a primer to the inner surface of a concrete pipe and forming a polyester resin layer with an elongation rate of 10% to 30% on the surface of the primer layer.
JP2232710A 1990-09-03 1990-09-03 Resin-lined concrete pipe Expired - Fee Related JP3041023B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2232710A JP3041023B2 (en) 1990-09-03 1990-09-03 Resin-lined concrete pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2232710A JP3041023B2 (en) 1990-09-03 1990-09-03 Resin-lined concrete pipe

Publications (2)

Publication Number Publication Date
JPH04114980A true JPH04114980A (en) 1992-04-15
JP3041023B2 JP3041023B2 (en) 2000-05-15

Family

ID=16943569

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2232710A Expired - Fee Related JP3041023B2 (en) 1990-09-03 1990-09-03 Resin-lined concrete pipe

Country Status (1)

Country Link
JP (1) JP3041023B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100494291B1 (en) * 2002-04-01 2005-06-13 중앙산업 (주) A rejuvenate method for superannuated pipe
WO2019021560A1 (en) * 2017-07-27 2019-01-31 昭和電工株式会社 Method for coating surface of structure

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200496019Y1 (en) * 2020-11-30 2022-10-13 동관 카이후아 일렉트로닉스 코., 엘티디. Keyboard switch having pressure balancing effect

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100494291B1 (en) * 2002-04-01 2005-06-13 중앙산업 (주) A rejuvenate method for superannuated pipe
WO2019021560A1 (en) * 2017-07-27 2019-01-31 昭和電工株式会社 Method for coating surface of structure

Also Published As

Publication number Publication date
JP3041023B2 (en) 2000-05-15

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