JPH08323884A - Pipe fitting made of fiber-reinforced resin - Google Patents

Pipe fitting made of fiber-reinforced resin

Info

Publication number
JPH08323884A
JPH08323884A JP7133713A JP13371395A JPH08323884A JP H08323884 A JPH08323884 A JP H08323884A JP 7133713 A JP7133713 A JP 7133713A JP 13371395 A JP13371395 A JP 13371395A JP H08323884 A JPH08323884 A JP H08323884A
Authority
JP
Japan
Prior art keywords
fiber
reinforced resin
resin
layer
pipe joint
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.)
Withdrawn
Application number
JP7133713A
Other languages
Japanese (ja)
Inventor
Hirohide Nakagawa
裕英 中川
Kimitoku Takao
公徳 高尾
Nobuhiro Goto
信弘 後藤
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical 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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP7133713A priority Critical patent/JPH08323884A/en
Publication of JPH08323884A publication Critical patent/JPH08323884A/en
Withdrawn legal-status Critical Current

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  • Branch Pipes, Bends, And The Like (AREA)
  • Moulding By Coating Moulds (AREA)

Abstract

PURPOSE: To provide a pipe fitting made of fiber-reinforced resin, which is provided with a water stopping layer on the inner surface thereof and capable of developing effectively excellent intrinsic resistance to internal pressure of the fiber reinforced resin, in the pipe fitting made of fiber-reinforced resin. CONSTITUTION: A pipe fitting is provided with a water stopping layer 2 at least on the internal surface of the socket thereof and the thick part thereof is formed of fiber reinforced resin while the thick part is formed of a fiber reinforced resin inner layer 3 of hoop winding enough to till the recessed parts 21a, 23a of the water stopping layer and the fiber reinforced resin outer layer 4 of helical winding on the inner layer 3.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は内圧管の接続に使用され
る繊維強化樹脂製の管継手に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fiber reinforced resin pipe joint used for connecting internal pressure pipes.

【0002】[0002]

【従来の技術】管継手の耐内圧強度の増強のために、繊
維強化樹脂製の管継手が注目されている。かかる繊維強
化樹脂製管継手としては、生産能率上、フィラメントワ
インディング法により成形するものが好適である。繊維
強化樹脂製管を内圧管として使用する場合、マイクロク
ラック(荷重に対する繊維強化樹脂の繊維の強度負担が
厳密には、各繊維ごとに異なるために、局部的な繊維と
樹脂マトリックスとの界面の剥離や繊維切れが生じる現
象であり、材料破壊ではない)が発生しても、ウィ−ピ
ング(マイクロクラックを伝っての発汗現象)を防止す
るために、内面に止水層、例えば、塩化ビニル樹脂の射
出成形品を被着し、その外周にフィラメントワインディ
ング法により肉厚部を形成することが合理的である。
2. Description of the Related Art A pipe joint made of fiber reinforced resin has been attracting attention in order to increase the internal pressure resistance of the pipe joint. As such a fiber-reinforced resin pipe joint, one formed by the filament winding method is preferable in terms of production efficiency. When a fiber-reinforced resin pipe is used as an internal pressure pipe, microcracks (strictly speaking, the strength load of the fiber of the fiber-reinforced resin against the load is different for each fiber, and therefore the local interface between the fiber and the resin matrix Even if peeling or fiber breakage occurs, not material destruction), to prevent weeping (perspiration through microcracks), a water-stop layer such as vinyl chloride is used on the inner surface. It is rational to apply an injection-molded product of resin and to form a thick portion on the outer periphery by the filament winding method.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、フィラ
メントワインディング法により成形する繊維強化樹脂製
管継手においては、上記止水層を形成し、その上にフィ
ラメントワインディング法により繊維強化樹脂肉厚部を
形成しても、本発明者等の検討結果によれば、満足な耐
内圧性を保証し難い。
However, in the fiber-reinforced resin pipe joint formed by the filament winding method, the water blocking layer is formed, and the fiber-reinforced resin thick portion is formed thereon by the filament winding method. However, according to the examination results of the present inventors, it is difficult to guarantee satisfactory internal pressure resistance.

【0004】すなわち、管継手には、受口内面に溝、例
えば、パッキング装着溝が存在し、この溝との対応で上
記止水層の外面に凹部が存在し、この凹部を上記フィラ
メントワインディング法による繊維強化樹脂層で埋める
ように、止水層の繊維強化樹脂肉厚部をフ−プ巻きによ
り成形しても、満足に耐圧性を発揮させ得ず、このフ−
プ巻きに代えヘリカル巻きを施用すると、止水層の上記
凹部の繊維強化樹脂による完全な充填が難しく、止水層
を設けることがかえって不利となるのである。
That is, in the pipe joint, a groove, for example, a packing mounting groove exists on the inner surface of the receiving port, and a recess exists on the outer surface of the water blocking layer in correspondence with the groove, and the recess is formed by the filament winding method. Even if the fiber-reinforced resin thick portion of the water blocking layer is formed by hoop winding so as to be filled with the fiber-reinforced resin layer according to, the pressure resistance cannot be sufficiently exhibited.
If helical winding is applied instead of winding, it is difficult to completely fill the recesses of the water blocking layer with the fiber-reinforced resin, and it is disadvantageous to provide the water blocking layer.

【0005】本発明の目的は、繊維強化樹脂製の管継手
において、内面に止水層を有し、しかも、繊維強化樹脂
の本来の優れた耐内圧性を効果的に発揮させ得る繊維強
化樹脂製管継手を提供することにある。
An object of the present invention is to provide a fiber-reinforced resin pipe joint having a water-stop layer on the inner surface thereof and capable of effectively exhibiting the original excellent internal pressure resistance of the fiber-reinforced resin. It is to provide a pipe joint.

【0006】[0006]

【課題を解決するための手段】本発明に係る繊維強化樹
脂製管継手は、止水層が、少なくとも受口内面に、設け
られ、肉厚部が繊維強化樹脂により形成された管継手で
あり、上記止水層の凹部を埋めるだけのフ−プ巻きの繊
維強化樹脂内層と、該内層上のヘリカル巻きの繊維強化
樹脂外層とで上記の肉厚部が形成されていることを特徴
とする構成であり、止水層は樹脂成形体により、または
繊維強化樹脂内層よりも低弾性率の繊維強化樹脂層によ
り形成することができる。
A fiber-reinforced resin pipe joint according to the present invention is a pipe joint in which a water blocking layer is provided at least on an inner surface of a receiving port, and a thick portion is formed of fiber-reinforced resin. The thick wall portion is formed by a hoop-wound fiber-reinforced resin inner layer that only fills the recess of the water blocking layer, and a helically wound fiber-reinforced resin outer layer on the inner layer. The water blocking layer can be formed of a resin molded body or a fiber reinforced resin layer having a lower elastic modulus than the fiber reinforced resin inner layer.

【0007】以下、図面を参照しつつ本発明の構成を説
明する。図1は本発明に係る繊維強化樹脂製管継手の一
例としての片落テ−パ管継手を示している。図1におい
て、12は片落テ−パ胴部、11,13は胴部両端の受
口部を示し、各受口部の内面にはパッキング装着溝、抜
け止めリング装着溝、パイプ止めテ−パ面等が設けられ
ている。
The structure of the present invention will be described below with reference to the drawings. FIG. 1 shows a one-sided taper pipe joint as an example of the fiber-reinforced resin pipe joint according to the present invention. In FIG. 1, reference numeral 12 is a one-sided taper barrel portion, and 11 and 13 are receiving portions at both ends of the barrel portion. A packing mounting groove, a retaining ring mounting groove, and a pipe stopper tape are provided on the inner surface of each receiving portion. It has a surface.

【0008】2は管継手内面の止水層であり、管継手の
肉厚部にマイクロクラックが発生しても、マイクロクラ
ックの当該止水層への伝播はなくて水密性が保証される
結果、ウィ−ピングの発生が防止される。この止水層は
管継手の全内面に設けることもできるが、マイクロクラ
ックの発生し易い受口内面(応力集中が生じるコ−ナが
存在するためにマイクロクラックが発生し易い)のみに
設けてもよい。
Reference numeral 2 is a water stop layer on the inner surface of the pipe joint, and even if microcracks occur in the thick portion of the pipe joint, the microcracks do not propagate to the water stop layer and watertightness is guaranteed. , The occurrence of weeping is prevented. This water stop layer can be provided on the entire inner surface of the pipe joint, but it is provided only on the inner surface of the receiving port where microcracks are likely to occur (microcracks are likely to occur because of the corners where stress concentration occurs). Good.

【0009】3は止水層上の繊維巻き付け角が90°±
5°(フ−プ巻き)の繊維強化樹脂内層であり、受口部
11,13の止水層21,23の凹部21a,23a
(上記パッキング装着溝等との対応上存在し、例えば、
口径φ50の継手の場合で、7mm程度の深さ。口径φ
200の継手の場合で、20mm程度の深さ)を埋める
だけの最小厚みとされ、凹部間の平坦面上には実質的に
この内層は存在しない。尤も、繊維が連続しているか
ら、フ−プ巻きの連続上、上記平坦面上を繊維が越える
結果、当該平坦面上にも僅かながらフ−プ巻き層が不可
避的に形成されるが、その厚みはたかだか10μm程度
に過ぎない(従って、内層の厚みは、この最小厚み10
μmと上記の最大厚み20mmにわたる)。また、両端
受口部11,13間の胴部12のフ−プ巻きによる繊維
強化樹脂内層も、一方の受口のフィラメントワインディ
ングから他方の受口のフィラメントワインディングに移
る際に形成される最小限の厚みである。
No. 3 has a fiber winding angle on the water blocking layer of 90 ° ±
It is a fiber-reinforced resin inner layer of 5 ° (hoop winding) and is recessed portions 21a and 23a of the water blocking layers 21 and 23 of the receiving portions 11 and 13, respectively.
(Existing in correspondence with the packing mounting groove, etc., for example,
For joints with a diameter of φ50, a depth of about 7 mm. Caliber φ
In the case of 200 joints, the minimum thickness is sufficient to fill the depth of about 20 mm), and this inner layer is not substantially present on the flat surface between the recesses. However, since the fibers are continuous, as a result of the fibers passing over the flat surface on the continuous hoop winding, a slight hoop winding layer is unavoidably formed on the flat surface, Its thickness is no more than about 10 μm (thus, the thickness of the inner layer is 10 μm or less).
μm and over the maximum thickness of 20 mm above). Also, the fiber-reinforced resin inner layer formed by hoop winding of the body portion 12 between the both end receiving portions 11 and 13 is the minimum formed when the filament winding of one receiving opening is transferred to the filament winding of the other receiving opening. Is the thickness of.

【0010】4は繊維強化樹脂内層3上の繊維巻き付け
角が20°〜70°(ヘリカル巻き)の繊維強化樹脂外
層であり、その厚みは、通常、最小の部分が0.5mm
程度、最大の部分が15mm程度である。上記止水層
は、管継手の肉厚部にマイクロクラックが発生しても、
マイクロクラックの当該止水層への伝播がなく、水密性
が保証されるものであればよく、例えば、樹脂成形体を
使用できる。また、繊維強化樹脂であっても、繊維強化
樹脂内層に較べて弾性率が低く、マイクロクラックの発
生源である応力を弾性的に吸収し得る繊維強化樹脂層も
使用できる。
Reference numeral 4 is an outer layer of fiber reinforced resin having a fiber winding angle of 20 ° to 70 ° (helical winding) on the inner layer 3 of fiber reinforced resin, and the thickness thereof is usually 0.5 mm at the minimum portion.
The maximum part is about 15 mm. The water stop layer, even if micro cracks occur in the thick portion of the pipe joint,
As long as the watertightness is ensured without the propagation of microcracks to the water stop layer, a resin molded product can be used, for example. Further, even with a fiber-reinforced resin, a fiber-reinforced resin layer having a lower elastic modulus than that of the fiber-reinforced resin inner layer and capable of elastically absorbing the stress which is a source of microcracks can be used.

【0011】図1において、受口部11,13内面の止
水層21,23には樹脂成形体を使用し、胴部12内の
止水層22には低弾性利率の繊維強化樹脂を使用してい
る。樹脂成形体としては、塩化ビニル樹脂、ポリエチレ
ン、ポリカ−ボネ−ト、ABS樹脂、ポリプロピレン、
アクリル樹脂等の熱可塑性樹脂、ポリエステル樹脂、エ
ポキシ樹脂、フェノ−ル樹脂等の熱硬化性樹脂、更に
は、これらに炭酸カルシウム、水酸化アルミニウム等の
フィラ−、短繊維(ガラス繊維、炭素繊維等)を添加し
たものの射出成形品、真空成形品、パイプ賦形成形品、
ブロ−成形品、熱硬化性樹脂の場合は、レジンインジェ
クション成形品等を使用でき、高い寸法精度が要求され
る場合は、射出成形品、真空成形品、パイプ賦形成形品
を使用することが好ましい。
In FIG. 1, resin moldings are used for the water blocking layers 21 and 23 on the inner surfaces of the receiving portions 11 and 13, and a fiber reinforced resin having a low elastic rate is used for the water blocking layer 22 inside the body 12. are doing. Resin moldings include vinyl chloride resin, polyethylene, polycarbonate, ABS resin, polypropylene,
Thermoplastic resins such as acrylic resins, polyester resins, epoxy resins, phenolic resins and other thermosetting resins, as well as fillers such as calcium carbonate and aluminum hydroxide, short fibers (glass fibers, carbon fibers, etc.). ) Added injection molded products, vacuum molded products, pipe shaped products,
In the case of blow molded products and thermosetting resins, resin injection molded products can be used, and when high dimensional accuracy is required, injection molded products, vacuum molded products and pipe shaped products can be used. preferable.

【0012】低弾性率繊維強化樹脂としては、チョツプ
ドストランドマット、サ−フェイスマット、不織布、伸
縮性繊維材(編んだもので、伸長率が5〜100%,伸
長回復率が60%以上のものが好ましい)を補強繊維と
するものを使用でき、受口内面の止水層の形成には、不
織布や伸縮性繊維材が凹凸によくなじむので好適であ
り、テ−プ状のものが巻き付けで止水層を形成できるの
で便利である。
The low elastic modulus fiber reinforced resin includes chopped strand mat, surface mat, non-woven fabric, stretchable fiber material (knitted, elongation rate 5 to 100%, elongation recovery rate 60% or more. It is preferable to use a non-woven fabric or a stretchable fibrous material because the non-woven fabric or the stretchable fibrous material fits well to unevenness, and a tape-shaped one is preferable. It is convenient because a water stop layer can be formed by winding.

【0013】上記内層、外層の繊維強化樹脂や低弾性率
繊維強化樹脂の補強繊維の材質としては、ガラス繊維、
炭素繊維等の無機繊維、アラミド繊維、ポリエチレンテ
レフタレ−ト繊維等の有機繊維が挙げられる。樹脂とし
ては、エポキシ樹脂、不飽和ポリエステル樹脂、ビニル
エステル樹脂、フェノ−ル樹脂等の熱硬化性樹脂が挙げ
られる。これらの熱硬化性樹脂のほか、光硬化型樹脂の
使用も可能である。
As the material of the reinforcing fibers of the fiber-reinforced resin of the inner layer and the outer layer and the fiber-reinforced resin of low elastic modulus, glass fiber,
Examples include inorganic fibers such as carbon fibers, aramid fibers, and organic fibers such as polyethylene terephthalate fibers. Examples of the resin include thermosetting resins such as epoxy resin, unsaturated polyester resin, vinyl ester resin, and phenol resin. In addition to these thermosetting resins, photocurable resins can be used.

【0014】上記内層、外層の繊維強化樹脂の繊維の体
積含有率は、通常55〜67%とされる。本発明に係る
繊維強化樹脂製管継手は、上記の直線管継手のみに限定
されるものでないことは云うまでもなく、ベンド管継
手、図2に示すようなT形管継手(チ−ズ管やフランジ
付きチ−ズ等)にも適用できる。
The volume content of fibers of the fiber-reinforced resin in the inner and outer layers is usually 55 to 67%. Needless to say, the fiber-reinforced resin pipe joint according to the present invention is not limited to the above-mentioned straight pipe joint, but it is a bend pipe joint or a T-shaped pipe joint (chees pipe) as shown in FIG. And flanged teeth).

【0015】図2において、2は継手の全内面に設けた
止水層、3は受口内面の止水層21,23の凹部を埋め
るだけの厚みのフ−プ巻きの繊維強化樹脂内層、4は該
内層3上のヘリカル巻きの繊維強化樹脂外層である。T
形管継手において、止水層を受口内面以外にも設ける場
合、受口内面の止水層21,23を樹脂成形体で形成す
るか、または上記した伸縮性繊維材または不織布を補強
繊維とする樹脂含浸繊維材の巻き付けで成形し、他の部
分22に対してはチョップドストランドマットを巻き付
け、残りのスペ−ス(上記の巻き付けが不能な部分)を
樹脂含浸ロ−ビングクロスの貼付で覆って他の部分の止
水層を形成することができる。
In FIG. 2, 2 is a water stop layer provided on the entire inner surface of the joint, 3 is a hoop-wound fiber reinforced resin inner layer having a thickness sufficient to fill the recesses of the water stop layers 21 and 23 on the inner surface of the receiving port, Reference numeral 4 denotes a helically wound fiber-reinforced resin outer layer on the inner layer 3. T
In a shaped pipe joint, when a water blocking layer is provided on a surface other than the inner surface of the receiving port, the water blocking layers 21 and 23 on the inner surface of the receiving port are formed of a resin molded body, or the above-described stretchable fiber material or nonwoven fabric is used as a reinforcing fiber. The other part 22 is wrapped with a chopped strand mat, and the remaining space (the above unwoundable part) is covered with a resin impregnated roving cloth. It is possible to form a water blocking layer in another portion.

【0016】図3は本発明に係る繊維強化樹脂製管継手
の製造において使用する通常のフィラメントワインディ
ング装置の概略を示し、ロ−ビングがボビン51から引
き出され、このロ−ビングに樹脂含浸槽52において硬
化性樹脂が含浸され、この硬化性樹脂含浸ロ−ビングが
フィ−ドアイ53を経て回転中のマンドレル50に巻回
積層されていく。マンドレル50には、剛性が高く軽量
なもの、例えば、鋼、ステンレス、アルミニウム、ジュ
ラルミン等の金属製品、ウレタン等のゴム材、ポリプロ
ピレン、ポリエチレン等のブロ−成形品、ポリアミド、
高密度ポリエチレン等の切削加工品等を使用できる。
FIG. 3 shows an outline of a usual filament winding apparatus used in the production of the fiber reinforced resin pipe joint according to the present invention. The roving is drawn out from the bobbin 51, and the roving is impregnated with a resin tank 52. At, the curable resin is impregnated, and this curable resin impregnated roving is wound and laminated on the rotating mandrel 50 via the feed eye 53. The mandrel 50 has high rigidity and is lightweight, for example, metal products such as steel, stainless steel, aluminum and duralumin, rubber materials such as urethane, blow molded products such as polypropylene and polyethylene, polyamide,
A machined product such as high-density polyethylene can be used.

【0017】上記フィ−ドアイ53においては、T形管
継手製造時のマンドレルの複雑な運動に対応できるよう
に、マンドレル50の回転軸に平行なX軸方向の正逆走
行以外に、このX軸に対するY軸方向の正逆走行、更に
Z軸方向の正逆走行、Z軸に垂直な面での正逆回転(U
運動)並びにY軸に垂直な面での正逆回転(W運動)等
が可能とされている。これらの走行・回転の制御には通
常、ACサ−ボモ−タが使用される。制御方式として
は、近接スイッチ等を使用したフィ−ドバック方式、予
め移動座標を記憶させたプログラムに従いコンピュ−タ
で制御するティ−チインプレ−バック方式等が使用され
る。制御精度は1mm以内であれば、充分である。
In the feed eye 53, in addition to the forward and reverse running in the X-axis direction parallel to the rotation axis of the mandrel 50, the X-axis can be used in order to cope with the complicated movement of the mandrel during the manufacture of the T-shaped pipe joint. Forward / reverse traveling in the Y-axis direction, forward / reverse traveling in the Z-axis direction, forward / reverse rotation in a plane perpendicular to the Z-axis (U
Motion) and forward / reverse rotation (W motion) in a plane perpendicular to the Y axis are possible. An AC servomotor is usually used to control the traveling and rotation of these. As a control method, a feedback method using a proximity switch or the like, or a teach-in playback method in which a computer controls a moving coordinate in advance according to a program are used. It is sufficient if the control accuracy is within 1 mm.

【0018】図4の(イ)乃至図4の(ハ)は、本発明
に係る図1に示した片落テ−パ管継手を製造する場合の
過程を示している。図4の(イ)において、50はマン
ドレルを、21,23は受口内止水層用の樹脂成形体
を、54はピンリングをそれぞれ示している。上記片落
テ−パ管継手を製造するには、図4の(イ)に示すよう
に、マンドレル50の両端に止水層用樹脂成形体21,
23を装着し、更にピンリング54を支着する。更に、
樹脂を含浸したチョツプドストランドマット、サ−フェ
イスマット、不織布、伸縮性繊維材等によりマンドレル
50の中央胴部外面に低弾性率繊維強化樹脂の止水層2
2を成形する。
FIGS. 4 (a) to 4 (c) show a process of manufacturing the one-sided taper pipe joint shown in FIG. 1 according to the present invention. In FIG. 4A, 50 is a mandrel, 21 and 23 are resin moldings for the water blocking layer in the receiving port, and 54 is a pin ring. In order to manufacture the above-mentioned one-sided taper pipe joint, as shown in FIG.
23 is attached and the pin ring 54 is further attached. Furthermore,
A waterproof layer 2 of a low elastic modulus fiber reinforced resin is formed on the outer surface of the central body of the mandrel 50 by a resin-impregnated chopped strand mat, surface mat, non-woven fabric, elastic fiber material, or the like.
Mold 2.

【0019】次いで、図4の(ロ)に示すように、フィ
−ドアイ53をX軸方向に往復移動させ、折り返し時に
ロ−ビングをピンリング54に引っ掛けることにより樹
脂含浸ロ−ビングをフ−プ巻きし、樹脂成形体21,2
3の凹部を埋めるだけの深さの繊維強化樹脂内層3を成
形する。この場合、樹脂成形体の凹部間の平坦面に対し
てはフィ−ドアイの走行を制御してロ−ビングの巻き付
けをせず、フ−プ巻きの巻き付け角度を90°±5°程
度とする。
Next, as shown in FIG. 4B, the feeding eye 53 is reciprocally moved in the X-axis direction, and the lobing is hooked on the pin ring 54 at the time of folding back, so that the resin-impregnated roving is floated. Winding, resin molding 21,2
The fiber-reinforced resin inner layer 3 having a depth enough to fill the concave portion 3 is formed. In this case, the running of the feeding eye is controlled on the flat surface between the concave portions of the resin molded body, and the roving is not wound, and the winding angle of the hoop winding is set to about 90 ° ± 5 °. .

【0020】次いで、図4の(ハ)に示すように、フィ
−ドアイをX軸方向に往復移動させ、折り返し時にロ−
ビングをピンリング54に引っ掛けることにより樹脂含
浸ロ−ビングをヘリカル巻きして所定厚みの繊維強化樹
脂外層4を成形する。この場合、巻き付け角度は、±5
0°〜±65°とすることが好ましい(ベンド継手の場
合も、この巻き付け角度が好ましい。これに対し、T形
管継手の場合、この巻き付け角では、中央縦管部の延長
上をワインディグできないので、±20°〜±35°と
±60°〜±75°の2層巻きとすることが適切であ
る。)。
Next, as shown in FIG. 4C, the feed eye is reciprocally moved in the X-axis direction, and is rolled back at the time of folding.
The resin impregnated roving is helically wound by hooking the bing on the pin ring 54 to form the fiber-reinforced resin outer layer 4 having a predetermined thickness. In this case, the winding angle is ± 5
It is preferable that the angle is 0 ° to ± 65 ° (this winding angle is also preferable in the case of a bend joint. On the other hand, in the case of a T-shaped pipe joint, at this winding angle, the extension of the central vertical pipe portion is taken over the winding wire. Since it is not possible, it is appropriate to make a two-layer winding of ± 20 ° to ± 35 ° and ± 60 ° to ± 75 °.).

【0021】このようにして管継手の肉厚部を成形した
のちは、未硬化の半製品をマンドレルと共に加熱炉に搬
入し、樹脂を硬化させ、この硬化体からマンドレルを脱
型し、両端のトリミングを行い、これにて、図1に示す
片落テ−パ管継手の製造を終了する。上記において、繊
維のワインディグは数本のロ−ビング(10本程度)を
引き揃えて巻き付け、繊維強化樹脂体をボイドレスとし
て機械的強度を保証するために、張力は0.5〜2.5
kg/1本とすることが適切である。
After molding the thick portion of the pipe joint in this way, the uncured semi-finished product is carried into a heating furnace together with the mandrel, the resin is cured, and the mandrel is demolded from this cured product, Trimming is performed, and the production of the single-sided taper pipe joint shown in FIG. 1 is completed. In the above, in the fiber winding, several rovings (about 10) are aligned and wound, and the tension is 0.5 to 2.5 in order to guarantee the mechanical strength by using the fiber reinforced resin body as the voidless.
It is suitable to set it to 1 kg / piece.

【0022】また、繊維強化樹脂(内層と外層)での繊
維体積含有率は、ボイドが少なく安定した品質(所定の
引張強度や曲げ強度)が得られる点で55%〜67%が
適切である。以上述べた如く、請求項1記載の発明にお
いて、繊維強化樹脂内層における繊維巻き付け角が90
°±5°で厚さが0.5mm〜15mm、繊維強化樹脂
外層における繊維巻き付け角が20°〜70°で厚さが
0.01mm〜20mm、繊維強化樹脂内層外層全体に
おける繊維体積含有率が55%〜67%のものが、本発
明の目的を達成するうえで特に好ましい。
The fiber volume content of the fiber reinforced resin (inner layer and outer layer) is preferably 55% to 67% from the viewpoint that voids are small and stable quality (predetermined tensile strength and bending strength) is obtained. . As described above, in the invention of claim 1, the fiber winding angle in the fiber-reinforced resin inner layer is 90.
The thickness is 0.5 mm to 15 mm at ± 5 °, the fiber winding angle in the fiber reinforced resin outer layer is 20 ° to 70 °, the thickness is 0.01 mm to 20 mm, and the fiber volume content in the entire fiber reinforced resin inner layer and outer layer is 55% to 67% is particularly preferable for achieving the object of the present invention.

【0023】[0023]

【作用】止水層上にフ−プ巻きの繊維強化樹脂内層を設
けているから、受口内面における止水層部分の凹部を完
全に繊維強化樹脂で充填して管継手内面に止水層を密着
できる。更に、繊維強化樹脂内層の厚みを管継手の凹部
を埋めるだけの最小厚みとし、管継手の肉厚部を可能な
限り厚いヘリカル巻きの繊維強化樹脂で形成しており、
次に述べる実施例と比較例との耐内圧試験の結果からも
明らかなように、耐内圧性を効果的に発揮させ得る。
Since the inner layer of the fiber-reinforced resin in the form of a hoop is provided on the water blocking layer, the recess of the water blocking layer portion on the inner surface of the receiving port is completely filled with the fiber reinforced resin so that the inner surface of the pipe joint is covered with the water blocking layer. Can be closely attached. Furthermore, the thickness of the fiber-reinforced resin inner layer is set to the minimum thickness for filling the recess of the pipe joint, and the thick part of the pipe joint is formed of the fiber-reinforced resin of helical winding as thick as possible.
As is clear from the results of the internal pressure resistance test of Examples and Comparative Examples described below, the internal pressure resistance can be effectively exhibited.

【0024】[0024]

【実施例】【Example】

〔実施例1〕製品は呼び径150−75,テ−パ角度1
3°の図1に示す片落テ−パ管継手である。樹脂にはオ
ルソ系不飽和ポリエステル(スチレン約40%、6%ナ
フテン酸コバルト含有)100重量部とメチルエチルケ
トンパ−オキサイド(硬化剤)0.7重量部とからなる
不飽和ポリエステル樹脂液を、繊維にはガラス繊維ロ−
ビング(番手4500g/km)を10本引き揃えたも
のをそれぞれ使用した。
[Example 1] The product has a nominal diameter of 150-75 and a taper angle of 1
3 is a one-sided taper pipe joint shown in FIG. 1 at 3 °. For the resin, an unsaturated polyester resin liquid consisting of 100 parts by weight of an ortho unsaturated polyester (containing about 40% styrene and 6% cobalt naphthenate) and 0.7 parts by weight of methyl ethyl ketone peroxide (curing agent) was used as a fiber. Is glass fiber
Bings (counting 4500 g / km) were prepared by aligning 10 pieces each.

【0025】マンドレルの両端への塩化ビニル樹脂成形
体の装着とマンドレル中央胴部への樹脂含浸ガラス伸縮
テ−プ(伸張率36%,伸張回復率87%,巾100m
m,目付け31g/m)の2層巻き付けにより止水層を
形成し、塩化ビニル樹脂成形体の凹部を埋めるだけの厚
みで樹脂含浸ロ−ビングをフ−プ巻きし、更に、樹脂含
浸ロ−ビングを口径150側で厚み3mmにするように
巻き付け角約60°でヘリカル巻きし(このヘリカル巻
き層の繊維体積率は62%)、次いで、70℃,1時間
で樹脂を硬化し、脱型した。
A vinyl chloride resin molded body was attached to both ends of the mandrel, and a resin-impregnated glass expansion tape (stretching rate 36%, stretching recovery rate 87%, width 100 m) was mounted on the central body of the mandrel.
m, basis weight 31 g / m) to form a waterproof layer by winding two layers, and resin-impregnated roving is loop-wound with a thickness sufficient to fill the recesses of the vinyl chloride resin molded body, and further resin-impregnated lobe The bing is helically wound at a winding angle of about 60 ° so that the thickness is 3 mm on the side of the bore 150 (the fiber volume ratio of this helical winding layer is 62%), and then the resin is cured at 70 ° C. for 1 hour to remove the mold. did.

【0026】〔実施例2〕マンドレルとして、両端部に
受口内面成形用の凹凸面を有するものを使用し、その受
口内面成形部に実施例1で使用したガラス伸縮テ−プ
(伸張率36%,伸張回復率87%,巾100mm,目
付け31g/m)を巻き付けて受口内にのみ止水層を成
形し、他の条件(樹脂含浸ロ−ビングのフ−プ巻き、樹
脂含浸ロ−ビングのヘリカル巻き、硬化条件等)は実施
例1と同時にした。
[Example 2] As the mandrel, a mandrel having concave and convex surfaces for molding the inner surface of the mouth is used, and the glass expansion tape (stretching rate) used in the first embodiment is formed in the inner surface molding portion of the mouth. 36%, extension recovery rate 87%, width 100 mm, basis weight 31 g / m) to form a water blocking layer only in the receiving port, and under other conditions (resin impregnated roving hoop winding, resin impregnated lobe). Bing helical winding, curing conditions, etc.) were the same as in Example 1.

【0027】〔比較例1及び2〕管継手の肉厚部外径寸
法を上記実施例と同じにするように、その肉厚部(止水
層以外の部分)を樹脂含浸ロ−ビングのフ−プ巻きのみ
で成形した以外、実施例1及び実施例2に同じとした。
上記の実施例品並びに比較例品のそれぞれについて、管
継手の両端に硬質塩化ビニル管を内圧に基づくスラスト
荷重(管内の断面積×内圧)に耐えるように接続し、耐
内圧試験を行ったところ、実施例品では60kg/cm
2でも異常がなかったのに対し、比較例品では25kg
/cm2といった低い内圧で管継手が破損した。
[Comparative Examples 1 and 2] In order to make the outer diameter of the thick portion of the pipe joint the same as that of the above-mentioned embodiment, the thick portion (portion other than the water blocking layer) of the thick portion is made of resin impregnated roving flap. -The same as Example 1 and Example 2 except that it was formed only by wrapping.
For each of the above-mentioned example product and comparative example product, a hard vinyl chloride pipe was connected to both ends of the pipe joint so as to withstand a thrust load (cross-sectional area in the pipe x internal pressure) based on the internal pressure, and an internal pressure resistance test was conducted. , 60 kg / cm for the example product
There was no abnormality even in 2 , whereas the comparative example product was 25 kg
The pipe joint was damaged by an internal pressure as low as / cm 2 .

【0028】また、20kg/cm2加圧−内圧0を1
サイクルとする水圧疲労試験を行ったところ、実施例品
では、100000サイクルを異常なく経過したが、比
較例品では5000サイクル以下であった。 〔実施例3〕製品は呼び径150−ベンド角45°のベ
ンド管継手である。
Further, 20 kg / cm 2 pressure-internal pressure 0 is 1
When a hydraulic fatigue test using a cycle was performed, 100,000 cycles passed without any abnormality in the example product, but 5000 cycles or less in the comparative example product. [Example 3] The product is a bend pipe joint having a nominal diameter of 150 and a bend angle of 45 °.

【0029】樹脂、ロ−ビングには実施例1と同じもの
を使用した。曲がりマンドレルの両端への塩化ビニル樹
脂成形体の装着とマンドレル中央部への樹脂含浸ガラス
伸縮テ−プ(実施例1と同様、伸張率36%,伸張回復
率87%,巾100mm,目付け31g/m)の2層巻
き付けにより止水層を形成し、樹脂含浸ロ−ビングを塩
化ビニル樹脂成形体の凹部を埋めるだけの厚みでフ−プ
巻きし、かつ、マンドレル中央部へもフ−プ巻きを薄い
一様厚み(2mm)で施し、更に、樹脂含浸ロ−ビング
を最小厚みを3mmにするように巻き付け角約60°で
ヘリカル巻きし(マンドレル中央部での止水層、フ−プ
巻き及びヘリカル巻きの繊維体積率は60%)、次い
で、70℃,1時間で樹脂を硬化し、脱型した。
The same resin and roving as in Example 1 were used. Mounting of vinyl chloride resin moldings on both ends of the bending mandrel and resin-impregnated glass expansion tape at the center of the mandrel (expansion rate 36%, extension recovery rate 87%, width 100 mm, basis weight 31 g / similar to Example 1). m) to form a water blocking layer by two-layer winding, and resin-impregnated roving is hooped with a thickness sufficient to fill the concave portion of the vinyl chloride resin molded product, and also hooped to the center of the mandrel. Is applied with a thin uniform thickness (2 mm), and the resin-impregnated roving is helically wound at a winding angle of about 60 ° so that the minimum thickness is 3 mm (water stop layer at the center of the mandrel, hoop winding). And the volume ratio of the helically wound fiber was 60%), and then the resin was cured at 70 ° C. for 1 hour and demolded.

【0030】〔実施例4〕製品は実施例3と同じ呼び径
150−ベンド角45°のベンド管継手である。曲がり
マンドレルとして、両端部に受口内面成形用の凹凸面を
有するものを使用し、その受口内面成形部にガラス伸縮
テ−プ(伸張率36%,伸張回復率87%,巾100m
m,目付け31g/m)を巻き付けて受口内にのみ止水
層を成形し、他の条件(樹脂含浸ロ−ビングのフ−プ巻
き、樹脂含浸ロ−ビングのヘリカル巻き、硬化条件等)
は実施例3と同時にした。
[Embodiment 4] The product is a bend pipe joint having the same nominal diameter 150 as in Embodiment 3 and a bend angle of 45 °. As the bending mandrel, one having concave and convex surfaces for forming the inner surface of the mouth is used at both ends, and a glass expansion tape (expansion rate 36%, extension recovery rate 87%, width 100 m is used for the inner side molding part of the mouth.
m, basis weight 31 g / m) to form a water blocking layer only within the receiving port, and other conditions (resin-impregnated roving hoop winding, resin-impregnated roving helical winding, curing conditions, etc.)
Was the same as in Example 3.

【0031】〔比較例3及び4〕管継手の肉厚部外径寸
法を上記実施例3及び4と同じにするように、その肉厚
部(止水層以外の部分)を樹脂含浸ロ−ビングのフ−プ
巻きのみで成形した以外、実施例3及び4に同じとし
た。上記の実施例品3,4並びに比較例品3,4のそれ
ぞれについて、耐内圧試験を行ったところ、実施例品
3,4では60kg/cm2でも異常がなかったのに対
し、比較例品3では15kg/cm2、比較例品4では
12kg/cm2といった低い内圧で管継手が破損し
た。
[Comparative Examples 3 and 4] In order to make the outer diameter of the thick portion of the pipe joint the same as that of the third and fourth embodiments, the thick portion (portion other than the water blocking layer) was impregnated with resin. Same as Examples 3 and 4 except that molding was performed only by hoop winding of a bing. When the internal pressure resistance test was conducted on each of the above-mentioned Example products 3 and 4 and Comparative example products 3 and 4, there was no abnormality at 60 kg / cm 2 in the Example products 3 and 4, whereas the comparative product No. 3 was 15 kg / cm 2 , and Comparative Example 4 was 12 kg / cm 2 , and the pipe joint was damaged by a low internal pressure.

【0032】また、水圧疲労試験を行ったところ、実施
例品3,4では、100000サイクルを異常なく経過
したが、比較例品3,4では80000サイクル程度で
あった。 〔実施例5〕製品は呼び径150×75のチ−ズ管継手
である。
Further, when a hydraulic fatigue test was carried out, 100,000 cycles were passed without any abnormality in Examples 3 and 4, but about 80,000 cycles in Comparative Examples 3 and 4. [Example 5] The product is a cheese pipe joint having a nominal diameter of 150 x 75.

【0033】樹脂、ロ−ビングには実施例1と同じもの
を使用した。T形マンドレルの三方の各端への塩化ビニ
ル樹脂成形体の装着及びマンドレル交叉中央部への樹脂
含浸チョップドストランドマットの巻き付け、この巻き
付け不能部分への樹脂含浸ロ−ビングクロスの貼付とで
止水層を成形し、20分間の自然放置で止水層を半硬化
させ、次いで、樹脂含浸ロ−ビングを塩化ビニル樹脂成
形体の凹部を埋めるだけの厚みでフ−プ巻きして凹凸の
ない面にしたうえで、樹脂含浸ロ−ビングを厚みを5m
mにするように巻き付け角約60°でヘリカル巻きし
(このヘリカル巻きの繊維強化樹脂の繊維体積率は62
%)、次いで、80℃,2時間で樹脂を硬化し、脱型し
た。
The same resins and rovings as in Example 1 were used. Watertightness is achieved by mounting vinyl chloride resin moldings on each of the three ends of the T-shaped mandrel, winding a resin-impregnated chopped strand mat around the center of the mandrel crossing, and pasting a resin-impregnated roving cloth around the unwoundable portion. The layer is molded and left to stand for 20 minutes to semi-cure the water blocking layer, and then the resin-impregnated roving is wound in a hoop with a thickness sufficient to fill the concave portion of the vinyl chloride resin molded body, and a surface having no unevenness. The resin impregnated roving to a thickness of 5 m
Helical winding with a wrap angle of about 60 ° so that the fiber volume ratio of this helical wound fiber reinforced resin is 62
%), And then the resin was cured at 80 ° C. for 2 hours and demolded.

【0034】なお、ワインディング中でのT形マンドレ
ルの管軸のセット変えは手作業とした。 〔実施例6〕製品は実施例5と同じチ−ズ管継手であ
る。実施例5に対し、T形マンドレルの三方の各端への
塩化ビニル樹脂成形体の装着に代え、樹脂含浸ガラス伸
縮テ−プ(伸張率36%,伸張回復率87%,巾100
mm,目付け31g/m)の巻き付けを使用した以外、
実施例5に同じとした。
The setting of the tube axis of the T-shaped mandrel during winding was done manually. [Sixth Embodiment] The product is the same pipe joint as in the fifth embodiment. In contrast to Example 5, instead of mounting the vinyl chloride resin molded body on each of the three ends of the T-shaped mandrel, a resin-impregnated glass expansion tape (extension rate 36%, extension recovery rate 87%, width 100).
mm, basis weight 31 g / m)
Same as Example 5.

【0035】〔比較例5及び6〕管継手の肉厚部外径寸
法を上記実施例5及び6と同じにするように、その肉厚
部(止水層以外の部分)を樹脂含浸ロ−ビングのフ−プ
巻きのみで成形した以外、実施例5及び6に同じとし
た。上記の実施例品5,6並びに比較例品5,6のそれ
ぞれについて、耐内圧試験を行ったところ、実施例品
5,6では60kg/cm2でも異常が無かったのに対
し、比較例品5では12kg/cm2、比較例品6では
10kg/cm2といった低い内圧で管継手が破損し
た。
[Comparative Examples 5 and 6] In order to make the outer diameter of the thick portion of the pipe joint the same as that of the above-mentioned Examples 5 and 6, the thick portion (portion other than the water blocking layer) was impregnated with resin. Same as Examples 5 and 6 except that only the hoop winding of the bing was used. When an internal pressure resistance test was conducted on each of the above-mentioned example products 5 and 6 and comparative example products 5 and 6, there was no abnormality at 60 kg / cm 2 in the example products 5 and 6, whereas in the comparative example product No. 5 was 12 kg / cm 2 , and Comparative Example 6 was 10 kg / cm 2 , and the pipe joint was damaged by a low internal pressure.

【0036】[0036]

【発明の効果】本発明に係る繊維強化樹脂製管継手にお
いては、ウィ−ピングを防止するための止水層を有し、
その止水層に対し繊維強化樹脂製肉厚部が本来の優れた
耐内圧強度を発揮するように構成されており、優れた耐
ウィ−ピング、耐内圧性を保証できる。
The fiber-reinforced resin pipe joint according to the present invention has a water stop layer for preventing weeping,
The fiber-reinforced resin thick portion is constructed so as to exert its original excellent internal pressure resistance against the water stop layer, and excellent anti-weeping and internal pressure resistance can be guaranteed.

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

【図1】本発明に係る繊維強化樹脂製管継手の一例を示
す断面図である。
FIG. 1 is a sectional view showing an example of a fiber-reinforced resin pipe joint according to the present invention.

【図2】本発明に係る繊維強化樹脂製管継手の上記とは
別の例を示す断面図である。
FIG. 2 is a sectional view showing another example of the fiber-reinforced resin pipe joint according to the present invention.

【図3】本発明に係る繊維強化樹脂製管継手の製造に使
用するフィラメントワインディング装置を示す説明図で
ある。
FIG. 3 is an explanatory view showing a filament winding apparatus used for manufacturing a fiber-reinforced resin pipe joint according to the present invention.

【図4】本発明に係る繊維強化樹脂製管継手の製造過程
を示す説明図であり、図4の(イ)は止水層の形成直後
を、図4の(ロ)は繊維強化樹脂製内層の成形直後を、
図4の(ハ)は繊維強化樹脂製内層の成形直後をそれぞ
れ示している。
FIG. 4 is an explanatory view showing a manufacturing process of the fiber-reinforced resin pipe joint according to the present invention, in which (a) of FIG. 4 is immediately after the formation of the water blocking layer and (b) of FIG. Immediately after molding the inner layer,
FIG. 4C shows each of the fiber-reinforced resin inner layers immediately after being molded.

【符号の説明】[Explanation of symbols]

2 止水層 21a 止水層の凹部 23a 止水層の凹部 3 繊維強化樹脂製内層 4 繊維強化樹脂製外層 2 Water-stop layer 21a Water-stop layer recess 23a Water-stop layer recess 3 Fiber-reinforced resin inner layer 4 Fiber-reinforced resin outer layer

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】止水層が、少なくとも受口内面に、設けら
れ、肉厚部が繊維強化樹脂により形成された管継手であ
り、上記止水層の凹部を埋めるだけのフ−プ巻きの繊維
強化樹脂内層と、該内層上のヘリカル巻きの繊維強化樹
脂外層とで上記の肉厚部が形成されていることを特徴と
する繊維強化樹脂製管継手。
1. A pipe joint in which a water blocking layer is provided at least on an inner surface of a receiving port, and a thick portion is formed of a fiber reinforced resin, and a hoop winding is sufficient to fill a recess of the water blocking layer. A fiber-reinforced resin pipe joint characterized in that the thick portion is formed by a fiber-reinforced resin inner layer and a helically wound fiber-reinforced resin outer layer on the inner layer.
JP7133713A 1995-05-31 1995-05-31 Pipe fitting made of fiber-reinforced resin Withdrawn JPH08323884A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7133713A JPH08323884A (en) 1995-05-31 1995-05-31 Pipe fitting made of fiber-reinforced resin

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7133713A JPH08323884A (en) 1995-05-31 1995-05-31 Pipe fitting made of fiber-reinforced resin

Publications (1)

Publication Number Publication Date
JPH08323884A true JPH08323884A (en) 1996-12-10

Family

ID=15111164

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7133713A Withdrawn JPH08323884A (en) 1995-05-31 1995-05-31 Pipe fitting made of fiber-reinforced resin

Country Status (1)

Country Link
JP (1) JPH08323884A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000018466A (en) * 1998-07-01 2000-01-18 Shonan Gosei Jushi Seisakusho:Kk Flanged branch pipe, its mounting structure, and pipe lining method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000018466A (en) * 1998-07-01 2000-01-18 Shonan Gosei Jushi Seisakusho:Kk Flanged branch pipe, its mounting structure, and pipe lining method

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