JPH04163148A - Reinforced plastic composite pipe composed of a plurality of resin mortar layers and its manufacture - Google Patents

Reinforced plastic composite pipe composed of a plurality of resin mortar layers and its manufacture

Info

Publication number
JPH04163148A
JPH04163148A JP2290100A JP29010090A JPH04163148A JP H04163148 A JPH04163148 A JP H04163148A JP 2290100 A JP2290100 A JP 2290100A JP 29010090 A JP29010090 A JP 29010090A JP H04163148 A JPH04163148 A JP H04163148A
Authority
JP
Japan
Prior art keywords
layer
resin mortar
layers
plastic
reinforced
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
JP2290100A
Other languages
Japanese (ja)
Other versions
JPH0622953B2 (en
Inventor
Akio Hayashi
明雄 林
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.)
Kurimoto Kasei Kogyo KK
Original Assignee
Kurimoto Kasei Kogyo 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 Kurimoto Kasei Kogyo KK filed Critical Kurimoto Kasei Kogyo KK
Priority to JP2290100A priority Critical patent/JPH0622953B2/en
Publication of JPH04163148A publication Critical patent/JPH04163148A/en
Publication of JPH0622953B2 publication Critical patent/JPH0622953B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To prevent the strength per unit from being deteriorated even when the thickness of a pipe increases by a method wherein an internal layer and an external layer are formed with fiber reinforced plastic layers, and at least between two layers of resin mortar layer and between both layers, a fiber reinforced plastic layer is placed. CONSTITUTION:By spirally winding a plastic reinforced band shaped body 6A, for which a glass fiber is immersed in a heat curing type plastic liquid, on a core cylinder 4, an internal layer 7 is formed. A material for which the heat curing type plastic is blended and mixed with sand grain, etc., is formed into a band shaped body 9A from a press-out device 8A to form a first resin mortar layer 10A, and on the top of it, by winding a plastic reinforced band shaped body 6B spirally, a first intermediate reinforced layer 11 is formed. To a pipe shaped body which is withdrawn from a first curing oven 12A, a second band shaped body 9B is continuously wound on the surface spirally from a second press-out device 8B, to form a second resin mortar layer 10B. In addition, a third plastic reinforced band shaped body 6C is wound spirally, and the pipe shaped body is induced to a second curing oven 12B again.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は内層、外層を繊維強化プラスチック層で形成し
その中間を樹脂モルタル層で形成する強化プラスチック
複合管に係る。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a reinforced plastic composite pipe in which the inner and outer layers are formed of fiber-reinforced plastic layers, and the intermediate layer is formed of a resin mortar layer.

[従来の技術] 繊維強化プラスチックの強度、耐食性、軽量性などの特
性に着目し、剛性を強化するために中間、層として樹脂
モルタル層を挾在させる複合管は地下埋設用の下水道管
として広く使用されている。
[Conventional technology] Focusing on the properties of fiber-reinforced plastics such as strength, corrosion resistance, and light weight, composite pipes in which a resin mortar layer is interposed as an intermediate layer to strengthen rigidity are widely used as underground sewer pipes. It is used.

両材料の特性を活用することによって地下に埋設したと
きの腐食条件に耐え土砂の重量による外圧にも耐え得る
し、地震や重車両の通過に伴う振動、衝撃、不均等な押
圧なと予期せぬ外力に対して信顆性の高い耐力を具えて
いる。
By taking advantage of the characteristics of both materials, it can withstand corrosive conditions when buried underground, withstand external pressure due to the weight of earth and sand, and can withstand vibrations, shocks, and uneven pressure caused by earthquakes and the passage of heavy vehicles. It has a high resistance to strong external forces.

このような複合管は内層および外層を形成する繊維強化
プラスチック層と、中間層である樹脂モルタル層とが一
体的に緊密に重なり合って負荷される外圧に一体となっ
て対抗する構成が必要であり、この製造方法としていく
つかの提案が発表されてきた。
Such a composite pipe requires a structure in which the fiber-reinforced plastic layers that form the inner and outer layers and the resin mortar layer that is the intermediate layer overlap closely as one unit to resist the applied external pressure. , several proposals have been announced for this manufacturing method.

その−例としてたとえば特公昭48−37139号公報
・第4図(イ)(ロ)においてはマンドレル1a上へボ
ール紙などの帯状体3aを螺旋状に巻き回して芯筒4a
を形成し、その上へ熱硬化性プラスチック液を含浸した
繊維(あるいは織布または不織布)の帯状体6aを巻き
回して内層7aを形成し、引き続き砂などの基材に熱硬
化性プラスチックを混練した材料を所望の厚さTに搾出
した帯状体9aを螺旋状に巻き回して樹脂モルタル層1
0aを形成する。この帯状体の成形については種々の方
法が適用できるが、この引例では内部に回転スクリュー
50を軸支した円筒51の一端上部から前記の混線材料
を供給し、他端へ向けてスクリューで強制的に送給しつ
つ他端の矩形に絞った開口部から圧密成形された帯状体
を押し出す搾出器8aを採っている。この帯状体9aは
そのまま送り出されて内層7aの上に緊密に巻き重ねら
れ、さらにこの上から再び熱硬化性プラスチック液を含
浸した繊維の帯状体6bを巻き回して外層13aを形成
する。ここまでが複合管の成形工程であって、マンドレ
ルとその外面に形成した3重の累積層はそのまま進み硬
化オーブン12a内で外周から均等に加熱されると、内
層、外層およびその中間層にそれぞれ配合されている熱
硬化性樹脂が硬化し王者一体となった強固な複合管を形
成する。
As an example, in Japanese Patent Publication No. 48-37139, Figures 4(a) and 4(b), a strip 3a of cardboard or the like is spirally wound around a mandrel 1a to form a core tube 4a.
A strip 6a of fiber (or woven fabric or non-woven fabric) impregnated with a thermosetting plastic liquid is wound thereon to form an inner layer 7a, and then the thermosetting plastic is kneaded into a base material such as sand. The resin mortar layer 1 is formed by squeezing out the material to a desired thickness T and spirally winding the strip 9a.
Form 0a. Various methods can be applied to form this band-like body, but in this reference, the above-mentioned mixed wire material is supplied from the upper part of one end of a cylinder 51 with a rotary screw 50 pivotally supported inside, and is forced by a screw toward the other end. A squeezer 8a is used to extrude the compression-molded strip from a rectangular opening at the other end while feeding the strip. This strip 9a is sent out as it is and tightly wound on top of the inner layer 7a, and then a fiber strip 6b impregnated with a thermosetting plastic liquid is wound again on top of this to form the outer layer 13a. Up to this point is the process of forming a composite tube, and the three-fold cumulative layer formed on the mandrel and its outer surface continues as it is and is evenly heated from the outer periphery in the curing oven 12a, forming an inner layer, an outer layer, and an intermediate layer between them. The blended thermosetting resin hardens to form a strong composite tube.

なお該技術分野においては前述のように相当数の提案が
公開されていて、別の例として特公昭59−1177号
公報・第5図(イ)(ロ)のように樹脂モルタル層を搾
出するのに供給機53から自然落下した混線材料が両側
の仕切板54.54と回転ローラ55との間で形成する
矩形状の開口部から自重と回転ローラの摩擦によって帯
状に絞り出す構成を採るものもある。
As mentioned above, a considerable number of proposals have been published in this technical field, and another example is the method of squeezing out a resin mortar layer as shown in Figures 5 (a) and (b) of Japanese Patent Publication No. 1177/1983. However, the cross-wire material that naturally falls from the feeder 53 is squeezed out into a band from a rectangular opening formed between the partition plates 54 and 54 on both sides and the rotating roller 55 by its own weight and the friction of the rotating rollers. There is also.

[発明が解決しようとする課題] 最近のように樹脂モルタル層を介在する強化プラスチッ
ク管の用途が広がり、かつ管の内径も増大する要請が高
まることは都市機能の向上から自然の成行きと言える。
[Problem to be solved by the invention] Recently, the use of reinforced plastic pipes with a resin mortar layer has expanded, and the increasing demand for increasing the inner diameter of the pipes can be said to be a natural progression from the improvement of urban functions. .

管径を大きくすれば管へ負荷する土圧や突発的な振動な
ども当然増幅するからこれに耐えるには管の肉厚を増加
して対処しなければならない。この場合、たとえば管厚
が1211における各層の構成を内層(繊維強化プラス
チック層) 1.5mm、中間層(樹脂モルタル層)9
mm1外層(内層と同じ)1.5mmとするのが強度と
剛性のバランス上最良の組合せであるならば、管厚を3
倍に増加する必要のあるときにも前記の比率をそのまま
流用して内層4.5mm1中間層27 HL外層4.5
mm、合計36mmとするのが最もバランスのとれた構
成であるとみなされている。
Increasing the diameter of the pipe will naturally amplify the earth pressure and sudden vibrations that are applied to the pipe, so to withstand this it is necessary to increase the wall thickness of the pipe. In this case, for example, when the pipe thickness is 1211 mm, the structure of each layer is: inner layer (fiber reinforced plastic layer) 1.5 mm, middle layer (resin mortar layer) 9
If setting the outer layer (same as the inner layer) to 1.5 mm is the best combination of strength and rigidity, then the pipe thickness should be 3 mm.
Even when it is necessary to double the ratio, the above ratio can be used as is: inner layer: 4.5 mm, intermediate layer: 27 HL, outer layer: 4.5 mm.
mm, a total of 36 mm is considered to be the most balanced configuration.

しかしながら実際には管厚がある上限を越えるとこの目
算は成り立たなくなることが経験的に知られている。た
とえば中間層の厚さが251を越すと管の単位面積当り
の強度、剛性は著しく低下することが認められる。
However, it is known from experience that this calculation no longer holds true when the pipe thickness exceeds a certain upper limit. For example, it is recognized that when the thickness of the intermediate layer exceeds 251 mm, the strength and rigidity per unit area of the tube decrease significantly.

その主な原因は樹脂モルタル層の形成過程にあると考え
られる。すなわちモルタルの定義とおり樹脂モルタルは
砂粒に液状樹脂を配合して混練したものであり、樹脂量
にもよるが一般にペースト状を呈し押し出しにしろ絞り
出しにしろ狭い開口部から搾出されれば帯状に成形はさ
れるが、単独ではこの形を保つことが難しく、第4図(
ロ)における不織布などの帯状体52をモルタル層の底
に添わせて移動中の形崩れを防ぐ程度である。第5図に
おけるテープ56も同様である。
The main reason for this is thought to be the formation process of the resin mortar layer. In other words, as per the definition of mortar, resin mortar is made by mixing sand grains with liquid resin and kneading it, and although it depends on the amount of resin, it generally takes the form of a paste, and when squeezed out through a narrow opening, whether by extrusion or squeezing, it becomes a strip. Although it can be molded, it is difficult to maintain this shape by itself, and as shown in Figure 4 (
In (b), the strip 52 of nonwoven fabric or the like is attached to the bottom of the mortar layer to prevent it from deforming during movement. The same applies to the tape 56 in FIG.

このような性状のモルタルは開口部を変えれば成形され
た帯状体の厚さを変えることができるが、搾出の手段が
同じである以上成形体か厚くなればその圧密炭は次第に
小さくならざるを得ない。
With mortar of this nature, the thickness of the formed strip can be changed by changing the opening, but as long as the means of squeezing remains the same, as the formed object becomes thicker, the compacted coal will gradually become smaller. I don't get it.

成形過程における樹脂モルタル層の層厚の限度とは別に
、加熱硬化による課題も生じる。
Apart from the limit on the thickness of the resin mortar layer during the molding process, problems arise due to heat curing.

すなわち層厚が大きくなると外周からの全面加熱時間が
増大することは当然の帰結であり、連続的な製管工程に
おける全ての工程はここで平衡を崩し異常な低生産性に
苦しむこととなる。
That is, as the layer thickness increases, it is a natural consequence that the time required for heating the entire surface from the outer periphery increases, and all steps in the continuous pipe manufacturing process lose their equilibrium here and suffer from abnormally low productivity.

本発明は以上に述べた課題を解決するために管の肉厚が
増大しても単位当りの強度が劣化しない厚肉用の強化プ
ラスチック複合管およびその製造方法の提供を目的とす
る。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention aims to provide a thick-walled reinforced plastic composite pipe in which the strength per unit does not deteriorate even when the wall thickness of the pipe increases, and a method for manufacturing the same.

[課題を解決するための手段] 本発明に係る強化プラスチック複合管は、内層と外層と
を繊維強化プラスチック層で形成し、少なくとも二層の
樹脂モルタル層と両層間に繊維強化プラスチック層を挾
在したことによって前記の課題を解決した。
[Means for Solving the Problems] The reinforced plastic composite pipe according to the present invention has an inner layer and an outer layer formed of fiber-reinforced plastic layers, and has at least two resin mortar layers and a fiber-reinforced plastic layer interposed between the two layers. By doing this, the above problem was solved.

またより具体的には前記の樹脂モルタル層の層厚がいず
れも25mmを越えない実施態様が最も望ましいことも
示した。
More specifically, it was also shown that an embodiment in which the thickness of the resin mortar layer does not exceed 25 mm is most desirable.

またこのような複数のモルタル層からなる強化プラスチ
ック管の製造方法としては、マンドレル上へ帯状体を螺
旋状に巻き回して芯筒を形成し、該芯筒上へ熱硬化性プ
ラスチック液を含浸した繊維からなるプラスチック強化
帯状体を螺旋状に巻き回して内層を形成し、該内層上へ
砂などと熱硬化性プラスチックを混練した材料を所定の
厚さに搾出した帯状体を螺旋状に巻き回して第一の樹脂
モルタル層を形成し、該第一の樹脂モルタル層上へ再び
プラスチック強化帯状体を螺旋状に巻き回して中間強化
層を形成し、前記3層の重合体を外周から均等に加熱硬
化し、該中間強化層上に第一の樹脂モルタル層とほぼ同
様に帯状体を螺旋状に巻き回して第二の樹脂モルタル層
を形成し、以下必要とあれば中間強化層と樹脂モルタル
層とを交互に螺旋状に巻き重ねてはその都度加熱硬化を
繰返し、所望の管厚に達した最外層へプラスチック強化
帯状体を螺旋状に巻き回して全体を緊密に被覆する工程
によって課題を解決した。
In addition, as a manufacturing method for such a reinforced plastic pipe consisting of a plurality of mortar layers, a core cylinder is formed by winding a strip in a spiral shape on a mandrel, and a thermosetting plastic liquid is impregnated onto the core cylinder. A plastic reinforced belt made of fibers is spirally wound to form an inner layer, and a material made by kneading thermosetting plastic with sand or the like is squeezed out to a predetermined thickness onto the inner layer, and the belt is spirally wound. The plastic reinforcing strip is wound spirally onto the first resin mortar layer to form an intermediate reinforcing layer, and the three layers of polymer are evenly distributed from the outer periphery. The second resin mortar layer is formed by heating and curing the intermediate reinforcing layer, and the second resin mortar layer is formed by spirally winding the band on the intermediate reinforcing layer in substantially the same manner as the first resin mortar layer. This problem is solved by the process of alternately winding the mortar layer in a spiral shape and repeating heating and hardening each time, and then spirally wrapping the plastic reinforced band around the outermost layer that has reached the desired pipe thickness to tightly cover the whole. solved.

さらに搾出される樹脂モルタル帯状体の厚さがいずれも
それぞれ25mmを越えないことを最も望ましい実施態
様として示した。
Furthermore, the most desirable embodiment is that the thickness of the resin mortar strips to be squeezed out does not exceed 25 mm.

[作用・実施例コ 第1図は本発明のうち製造方法の実施例を示す正面図で
ある。
[Function/Example] FIG. 1 is a front view showing an example of the manufacturing method of the present invention.

マンドレル1は一端を支持枠2によって水平に支持され
ていて、この上へボール紙などの帯状体3が芯材として
斜めに巻きつけて芯筒4を連続的に形成する。なおこの
図では無端ベルト5t−回動して帯状体3とベルトの摩
擦によって帯状体はマンドレル上に螺旋状に巻き付けら
れ滑りながら図の右方へ移動して連続的に芯筒4を形成
して行く望ましい実施例を示している。
One end of the mandrel 1 is supported horizontally by a support frame 2, and a strip 3 such as cardboard is wound diagonally around this as a core material to continuously form a core tube 4. In this figure, the endless belt 5t rotates and due to the friction between the belt 3 and the belt, the belt is spirally wound around the mandrel and moves to the right in the figure while sliding, continuously forming the core cylinder 4. A preferred embodiment is shown below.

ガラス繊維を熱硬化性プラスチック液に含浸したプラス
チック強化帯状体6Aをこの芯筒4の上に螺旋状に巻き
回して内層7を形成する。
An inner layer 7 is formed by winding a plastic reinforced band 6A made of glass fibers impregnated with a thermosetting plastic liquid in a spiral shape onto the core cylinder 4.

砂粒などへ熱硬化性プラスチックを配合混練した材料を
搾出器8Aから帯状体9Aに成形して第一の樹脂モルタ
ル層10Aを形成し、さらにこの上から同様にプラスチ
ック強化帯状体6Bを螺旋状に巻き付けて第一の中間強
化層11を形成する。
A material obtained by blending and kneading thermosetting plastic with sand grains or the like is molded into a strip 9A from a squeezer 8A to form a first resin mortar layer 10A, and then a plastic reinforced strip 6B is further spirally formed on top of the first resin mortar layer 10A. to form the first intermediate reinforcing layer 11.

引続きこの累積層は一体的に右方へ移って第一の硬化オ
ーブン12Aの内部へ進入する。硬化オーブンはトンネ
ル炉式に管状物を全周から均等に加熱するもので図の右
端から退出するまでにたとえば内層に至るまで130°
C程度に加熱し硬化させる。この場合樹脂モルタル層1
0Aの層厚はあらかじめ経験的に知られた限界値以下に
設定してしておくことが要件で現在公知の強化プラスチ
ック複合管の樹脂モルタル層では25關を限度とするの
が最も望ましい。
Subsequently, this accumulated layer moves in one piece to the right and enters the interior of the first curing oven 12A. The curing oven is a tunnel furnace that heats the tubular material evenly from the entire circumference, for example, 130 degrees until it exits from the right end of the figure, all the way to the inner layer.
Heat to about C to harden. In this case, resin mortar layer 1
It is necessary to set the layer thickness of 0A below a limit value known empirically in advance, and it is most desirable to set the thickness to 25 mm for resin mortar layers of currently known reinforced plastic composite pipes.

第一の硬化オーブン12Aから退出した管状体に引き続
き第二の搾出器8Bから第二の帯状体9Bが螺旋状に表
面に巻き回され第二の樹脂モルタル層10Bを形成する
。さらに第三のプラスチック強化帯状体6Cを螺旋状に
巻き回して再び第二の硬化オーブン12B内へと誘導さ
れる。この段階で管厚か所望の寸法に達しているときは
、この第三のプラスチック強化帯状体6Cによって形成
された表層はそのまま外層13となるし、また管厚が不
足のときはこの表層は第二の中間層となってさらに同じ
手順を繰返すこととなる。
Following the tubular body exiting the first curing oven 12A, a second belt-like body 9B is spirally wound around the surface from the second squeezer 8B to form a second resin mortar layer 10B. Furthermore, the third plastic reinforced strip 6C is wound spirally and guided into the second curing oven 12B again. At this stage, when the pipe thickness has reached the desired dimension, the surface layer formed by the third plastic reinforced strip 6C becomes the outer layer 13, and when the pipe thickness is insufficient, this surface layer becomes the outer layer 13. The same procedure will be repeated for the second intermediate layer.

このようにして成形硬化した長管は適宜所定の長さに切
断して完成品となるか、必要あるときは完全冷却後に最
内部の芯筒4を引き抜いて内層7を内面に露出させる。
The long tube molded and hardened in this manner is appropriately cut into a predetermined length to produce a finished product, or if necessary, after complete cooling, the innermost core cylinder 4 is pulled out to expose the inner layer 7 on the inner surface.

第2図は完成品の一部断面図であって比較的緻密な複数
の樹脂モルタル層を複合して肉厚にほぼ比例する曲げ応
力に対する強度を保持する作用が発現する。
FIG. 2 is a partial cross-sectional view of the finished product, in which a plurality of relatively dense resin mortar layers are combined to exhibit an effect of maintaining strength against bending stress, which is approximately proportional to the wall thickness.

[発明の効果] 本発明は中間に複数の樹脂モルタル層を形成し、その各
々が個別には緻密さの限界内の層厚に制限され、別々に
適当な時間の外熱を受けて加熱硬化して各々単独の樹脂
モルタル層の持つ強度の総和にほぼ等しい強度を得るこ
とができる。
[Effects of the Invention] The present invention forms a plurality of resin mortar layers in the middle, each of which is individually limited to a layer thickness within the density limit, and is heated and hardened by being separately exposed to external heat for an appropriate period of time. By doing so, it is possible to obtain a strength approximately equal to the sum of the strengths of each individual resin mortar layer.

各々の制限された層厚に基づく適当な加熱時間だけを外
周から加えられるから流れ作業では複数の熱硬化が同時
別個に進行する。従来のように限度を越えた厚肉の樹脂
モルタル層を硬化するためには長時間の加熱やそれに伴
う内外層の温度むら、外層付近の過熱劣化などの弊害が
誘発していたから、作業能率の向上とともに品質面での
顕著な改善も認められる。
Since only the appropriate heating time based on the limited layer thickness can be applied from the outer periphery, multiple thermal curing processes can proceed simultaneously and separately in the assembly process. In the past, curing a thick resin mortar layer that exceeded the limit required long heating times, resulting in adverse effects such as temperature unevenness between the inner and outer layers and overheating deterioration in the vicinity of the outer layer. Improved work efficiency. At the same time, significant improvements in quality were also observed.

従来技術と対比して、本発明の効果を第3図(イ)(ロ
)に例示する。
The effects of the present invention are illustrated in FIGS. 3(a) and 3(b) in comparison with the prior art.

第3図(イ)は外圧試験結果て、同図(ロ)に示すよう
にゴム板Gで上下を挟んだ管へ線荷重Pを加えたときの
荷重と撓みの関係を示している。
FIG. 3(A) shows the relationship between load and deflection when a line load P is applied to a tube sandwiched between upper and lower sides by rubber plates G as shown in FIG. 3(B) as a result of an external pressure test.

二本の曲線は、共に内径2000+nm、管厚40■l
の強化プラスチック複合管の試験結果であるが、鎖線で
示す本発明によって製作した管は、実線で示す従来技術
によって製作した管に比べ、強度および剛性が著しく高
いことがわかる。
The two curves both have an inner diameter of 2000+ nm and a tube thickness of 40 μl.
The test results for the reinforced plastic composite tube shown in Figure 2 show that the tube manufactured according to the present invention, indicated by the chain line, has significantly higher strength and rigidity than the tube manufactured according to the conventional technique, indicated by the solid line.

本発明により製作した管は、樹脂モルタル2層で形成し
、両層間に繊維強化プラスチ・ツク層を挾在させている
が、それ以外は従来技術の管と同一条件で製作したもの
である。
The tube made in accordance with the present invention is made of two layers of resin mortar with a layer of fiber-reinforced plastic interposed between the two layers, but is otherwise made under the same conditions as the prior art tube.

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

第1図は本発明に係る方法の実施例を示す正面図、第2
図は同しく製品の実施例を示す垂直断面図の一部、第3
図(イ)(口)は実施例の外圧試験結果を示す線図とそ
の試験方法、第4図(イ)(口)は従来技術を示す正面
図と側面図、第5図(イ)(口)は別の従来例を示す正
面図と側面図。 1・・・・・・マンドレル 3・・・・・・帯状体(芯材) 4・・・・・・芯筒 [iA, 6B・・・・・・プラスチック強化帯状体7
・・・・・・内層 8A, 8B・・・・・・搾出器 9A, 9B・・・帯状体(樹脂モルタル)10A 、
 IOB・・・・・・樹脂モルタル層11・・・・・・
中間強化層 J2A,12B・・・・・・硬化オーブン13・・・・
・・外層
FIG. 1 is a front view showing an embodiment of the method according to the present invention, and FIG.
The figure also shows a part of a vertical sectional view showing an example of the product.
Figure (a) (opening) is a diagram showing the external pressure test results of the example and its test method, Figure 4 (a) (opening) is a front view and side view showing the conventional technology, and Figure 5 (a) ( Figure 3) is a front view and side view showing another conventional example. 1... Mandrel 3... Band-shaped body (core material) 4... Core cylinder [iA, 6B... Plastic reinforced band-shaped body 7
...Inner layer 8A, 8B...Expressor 9A, 9B...Strip body (resin mortar) 10A,
IOB...Resin mortar layer 11...
Intermediate reinforcing layer J2A, 12B...Curing oven 13...
・Outer layer

Claims (4)

【特許請求の範囲】[Claims] (1)内層と外層とを繊維強化プラスチック層で形成し
、少なくとも二層の樹脂モルタル層と両層間に繊維強化
プラスチック層を挾在したことを特徴とする複数の樹脂
モルタル層からなる強化プラスチック複合管。
(1) A reinforced plastic composite consisting of a plurality of resin mortar layers, characterized in that the inner layer and the outer layer are formed of fiber-reinforced plastic layers, and at least two resin mortar layers and a fiber-reinforced plastic layer are sandwiched between both layers. tube.
(2)請求項1において樹脂モルタル層の層厚がいずれ
も25mmを越えないことを特徴とする複数の樹脂モル
タル層からなる強化プラスチック複合管。
(2) A reinforced plastic composite pipe comprising a plurality of resin mortar layers according to claim 1, wherein the thickness of each resin mortar layer does not exceed 25 mm.
(3)マンドレル上へ帯状体を螺旋状に巻き回して芯筒
を形成し、該芯筒上へ熱硬化性プラスチック液を含浸し
た繊維からなるプラスチック強化帯状体を螺旋状に巻き
回して内層を形成し、該内層上へ砂などと熱硬化性プラ
スチックを混練した材料を所定の厚さに搾出した帯状体
を螺旋状に巻き回して第一の樹脂モルタル層を形成し、
該第一の樹脂モルタル層上へ再びプラスチック強化帯状
体を螺旋状に巻き回して中間強化層を形成し、前記3層
の重合体を外周から均等に加熱硬化し、該中間強化層上
に第一の樹脂モルタル層とほぼ同様に帯状体を螺旋状に
巻き回して第二の樹脂モルタル層を形成し、以下必要と
あれば中間強化層と樹脂モルタル層とを交互に螺旋状に
巻き重ねてはその都度加熱硬化を繰返し、所望の管厚に
達した最外層へプラスチック強化帯状体を螺旋状に巻き
回して全体を緊密に被覆することを特徴とする複数の樹
脂モルタル層からなる強化プラスチック複合管の製造方
法。
(3) A core tube is formed by winding a strip around a mandrel in a spiral manner, and a plastic reinforced strip made of fibers impregnated with a thermosetting plastic liquid is wound around the core tube in a spiral manner to form an inner layer. A first resin mortar layer is formed by squeezing out a material obtained by kneading sand or the like and thermosetting plastic onto the inner layer to a predetermined thickness and spirally winding the band-shaped body.
The plastic reinforcing strip is spirally wound again onto the first resin mortar layer to form an intermediate reinforcing layer, and the three layers of polymer are uniformly heated and hardened from the outer periphery, and a second reinforcing layer is formed on the intermediate reinforcing layer. A second resin mortar layer is formed by spirally winding the strip in almost the same manner as the first resin mortar layer, and then, if necessary, the intermediate reinforcing layer and the resin mortar layer are alternately wound spirally. is a reinforced plastic composite consisting of multiple resin mortar layers, which is characterized by repeating heating and curing each time, and then spirally wrapping the plastic reinforced band around the outermost layer that has reached the desired pipe thickness to tightly cover the whole. Method of manufacturing tubes.
(4)請求項3において搾出される樹脂モルタル帯状体
の厚さがいずれもそれぞれ25mmを越えないことを特
徴とする複数の樹脂モルタル層からなる強化プラスチッ
ク複合管の製造方法。
(4) A method for manufacturing a reinforced plastic composite pipe comprising a plurality of resin mortar layers according to claim 3, characterized in that the thickness of each resin mortar strip to be squeezed out does not exceed 25 mm.
JP2290100A 1990-10-26 1990-10-26 Method for manufacturing reinforced plastic composite pipe composed of multiple resin mortar layers Expired - Lifetime JPH0622953B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2290100A JPH0622953B2 (en) 1990-10-26 1990-10-26 Method for manufacturing reinforced plastic composite pipe composed of multiple resin mortar layers

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2290100A JPH0622953B2 (en) 1990-10-26 1990-10-26 Method for manufacturing reinforced plastic composite pipe composed of multiple resin mortar layers

Publications (2)

Publication Number Publication Date
JPH04163148A true JPH04163148A (en) 1992-06-08
JPH0622953B2 JPH0622953B2 (en) 1994-03-30

Family

ID=17751796

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2290100A Expired - Lifetime JPH0622953B2 (en) 1990-10-26 1990-10-26 Method for manufacturing reinforced plastic composite pipe composed of multiple resin mortar layers

Country Status (1)

Country Link
JP (1) JPH0622953B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007216389A (en) * 2006-01-16 2007-08-30 Jfe Engineering Kk Laminate forming system and method
CN102356264A (en) * 2009-03-18 2012-02-15 迪普弗莱克斯有限公司 Composite flexible pipe and method of manufacture
JP2013210098A (en) * 2006-05-08 2013-10-10 Bhp Billiton Petroleum Pty Ltd Improvements relating to hose
CN106739023A (en) * 2016-12-31 2017-05-31 桐庐恒通电缆管道有限公司 A kind of cable compound pipe road and its production method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51147580A (en) * 1975-06-13 1976-12-17 Kubota Ltd Fiber reinforced composite pipe
JPS51147579A (en) * 1975-06-13 1976-12-17 Kubota Ltd Fiber reinforced composite pipe
JPS546078A (en) * 1977-06-15 1979-01-17 Kubota Ltd Manufacture of composite pipe

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51147580A (en) * 1975-06-13 1976-12-17 Kubota Ltd Fiber reinforced composite pipe
JPS51147579A (en) * 1975-06-13 1976-12-17 Kubota Ltd Fiber reinforced composite pipe
JPS546078A (en) * 1977-06-15 1979-01-17 Kubota Ltd Manufacture of composite pipe

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007216389A (en) * 2006-01-16 2007-08-30 Jfe Engineering Kk Laminate forming system and method
JP2013210098A (en) * 2006-05-08 2013-10-10 Bhp Billiton Petroleum Pty Ltd Improvements relating to hose
CN102356264A (en) * 2009-03-18 2012-02-15 迪普弗莱克斯有限公司 Composite flexible pipe and method of manufacture
US8656961B2 (en) 2009-03-18 2014-02-25 Deepflex Inc. Composite flexible pipe and method of manufacture
CN106739023A (en) * 2016-12-31 2017-05-31 桐庐恒通电缆管道有限公司 A kind of cable compound pipe road and its production method

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