Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0420362B2 - - Google Patents
[go: Go Back, main page]

JPH0420362B2 - - Google Patents

Info

Publication number
JPH0420362B2
JPH0420362B2 JP6803587A JP6803587A JPH0420362B2 JP H0420362 B2 JPH0420362 B2 JP H0420362B2 JP 6803587 A JP6803587 A JP 6803587A JP 6803587 A JP6803587 A JP 6803587A JP H0420362 B2 JPH0420362 B2 JP H0420362B2
Authority
JP
Japan
Prior art keywords
layer
concrete
corrosion
resin
bonding
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP6803587A
Other languages
Japanese (ja)
Other versions
JPS63235786A (en
Inventor
Yoshihei Mitsuoka
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.)
TEIHYUU KK
Original Assignee
TEIHYUU 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 TEIHYUU KK filed Critical TEIHYUU KK
Priority to JP6803587A priority Critical patent/JPS63235786A/en
Publication of JPS63235786A publication Critical patent/JPS63235786A/en
Publication of JPH0420362B2 publication Critical patent/JPH0420362B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Rigid Pipes And Flexible Pipes (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、剛性及び強度が大きく、かつ耐薬品
性を有するコンクリート系複合管の製造方法に関
する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a method for manufacturing a concrete-based composite pipe that has high rigidity and strength and is chemically resistant.

〔従来の技術と問題点〕[Conventional technology and problems]

従来のコンクリート系管は剛性が大きく安価で
あるが、耐薬品性に欠けるという欠点がある。
Conventional concrete pipes have high rigidity and are inexpensive, but they have the disadvantage of lacking chemical resistance.

一方、耐薬品性に優れ、強度の大きな合成樹脂
系の管があるが、これは剛性が小さく高価であ
り、また軽量であることが地中埋設時に地下水等
により、或いは土砂植め戻しに際して浮上るとい
う欠点がある。
On the other hand, there are synthetic resin pipes that have excellent chemical resistance and high strength, but these have low rigidity and are expensive, and because they are lightweight, they may float up when buried underground due to groundwater, etc., or when backplanted with earth and sand. It has the disadvantage of being

そこで、剛性が大きく安価なコンクリート系管
において耐薬品性をもたせるために、硬化後のコ
ンクリート層の内面又は外面或いは内外両面に樹
脂(例えば、タールエポキシ樹脂等)の防食層を
成形した複合管があるが、成形されたコンクリー
ト管が硬化する過程でコンクリート管内部に含ま
れる液がコンクリート管の表面に析出され、乾燥
後にコンクリート管に対して付着力の弱い薄い層
を形成するので、硬化したコンクリート管を脱型
後にこの層を除去する表面処理工程が必要であ
る。
Therefore, in order to provide chemical resistance to concrete-based pipes that are highly rigid and inexpensive, composite pipes are developed in which a corrosion-resistant layer of resin (e.g., tar epoxy resin, etc.) is formed on the inner or outer surface or both the inner and outer surfaces of the concrete layer after hardening. However, during the hardening process of the formed concrete pipe, the liquid contained inside the concrete pipe is deposited on the surface of the concrete pipe, and after drying, it forms a thin layer with weak adhesion to the concrete pipe, so the hardened concrete A surface treatment step is required to remove this layer after demolding the tube.

又、防食層の樹脂は固化収縮率が大きいので、
コンクリート系管の製造過程で、コンクリートの
表面上で硬化するときに層間剥離を生じ易い問題
があり、製造後においても、防食層は樹脂の熱膨
張率がコンクリート管の熱膨張率に比較して大き
いので層間剥離を生じ易い問題があり、強度や耐
薬品性の点で複合管としての機能を十分に発揮す
ることができなかつた。
In addition, since the resin of the anti-corrosion layer has a high solidification shrinkage rate,
In the manufacturing process of concrete-based pipes, there is a problem that delamination tends to occur when the concrete hardens on the surface of the concrete, and even after manufacturing, the corrosion-resistant layer has a resin whose thermal expansion coefficient is lower than that of the concrete pipe. Due to its large size, there was a problem in that it was prone to delamination, and it was unable to fully demonstrate its function as a composite pipe in terms of strength and chemical resistance.

また、前記防食層の成形方法も、樹脂を入れた
容器を人手により運搬してコンクリート層の内面
等に投入し、遠心成形により延し広げていたの
で、樹脂の運搬作業に手数を要し、極めて非能率
的であつた。
In addition, the method for forming the anti-corrosion layer involved manually transporting a container containing the resin, placing it on the inner surface of the concrete layer, and spreading it by centrifugal molding, which required time and effort to transport the resin. It was extremely inefficient.

〔問題点を解決するための手段〕[Means for solving problems]

本発明のコンクリート系複合管の第1の製造方
法は、型枠の中でコンクリート層を遠心成形する
工程と、該コンクリート層のまだ固らない状態の
内面にポリエステル系の樹脂よりなる接合層を遠
心成形する工程と、上記接合層の樹脂の初期硬化
時に樹脂と繊維を投入し、繊維強化プラスチツク
の防食層を遠心成形する工程と、から成り、接合
層を介してコンクリート層の内面と防食層とを強
固に密着させることにある。
The first manufacturing method of a concrete-based composite pipe of the present invention includes a step of centrifugally forming a concrete layer in a formwork, and a bonding layer made of polyester resin on the inner surface of the concrete layer that is not yet hardened. The process consists of a process of centrifugal molding, and a process of centrifugally molding a corrosion-resistant layer of fiber-reinforced plastic by adding resin and fiber during the initial hardening of the resin of the bonding layer, and forming the anti-corrosion layer between the inner surface of the concrete layer and the anti-corrosion layer through the bonding layer. The goal is to create a strong bond between the two.

また、第2の製造方法は、型枠の、コンクリー
ト層の端面及び外面を覆うべき箇所に繊維強化プ
ラスチツクを吹付けて防食層を形成する工程と、
上記防食層の樹脂の初期硬化時にコンクリートを
投入し、遠心成形によりコンクリート層を成形す
る工程と、該コンクリート層のまだ固らない状態
の内面にポリエステル系の樹脂よりなる接合層を
遠心成形する工程と、上記接合層の樹脂の初期硬
化時に樹脂と繊維を投入し、繊維強化プラスチツ
クの防食層を遠心成形する工程と、から成り、接
合層を介してコンクリート層の内面と防食層とを
強固に密着させることにある。
In addition, the second manufacturing method includes a step of spraying fiber-reinforced plastic on the portions of the formwork where the end surfaces and outer surfaces of the concrete layer are to be covered to form an anti-corrosion layer;
A step of adding concrete during the initial hardening of the resin of the anti-corrosion layer and forming a concrete layer by centrifugal molding, and a step of centrifugally molding a bonding layer made of polyester resin on the inner surface of the concrete layer that is not yet hardened. and a step of centrifugally forming a fiber-reinforced plastic anti-corrosion layer by adding resin and fiber during the initial hardening of the resin of the bonding layer, thereby strengthening the inner surface of the concrete layer and the anti-corrosion layer through the bonding layer. It's about being in close contact.

〔実施例〕〔Example〕

本発明に係るコンクリート系複合管の実施例を
図面を参照して説明する。
Embodiments of the concrete-based composite pipe according to the present invention will be described with reference to the drawings.

第1実施例 第1図に示すコンクリート系複合管Aは、コン
クリート層1の内面に、親水性の樹脂(例えば、
ポリエステル系樹脂、エポキシ系樹脂、ビニール
エステル系樹脂等)の接合層2を介して繊維強化
プラスチツク(例えば、ガラス繊維、炭素繊維等
とポリエステル樹脂、エポキシ樹脂、ビニールエ
ステル樹脂等とから成る)の防食層3が成形さ
れ、コンクリート層の内面と防食層との間に、上
記コンクリート層よりも固化収縮率が大きく且つ
上記繊維強化プラスチツクよりも固化収縮率が小
さい固化収縮率を有するポリエステル系等の樹脂
からなる接合層が介在されているので、コンクリ
ート製造過程において生じる層間剥離が防止さ
れ、又、接合層の熱膨張率はコンクリート層より
も大きく繊維強化プラスチツクよりも小さいの
で、製造後における層間剥離が防止される。
First Embodiment A concrete composite pipe A shown in FIG. 1 has a hydrophilic resin (for example,
Corrosion protection of fiber-reinforced plastics (for example, made of glass fiber, carbon fiber, etc. and polyester resin, epoxy resin, vinyl ester resin, etc.) via a bonding layer 2 of polyester resin, epoxy resin, vinyl ester resin, etc. Layer 3 is formed, and between the inner surface of the concrete layer and the anti-corrosion layer, a resin such as a polyester resin having a solidification shrinkage rate larger than that of the concrete layer and smaller than that of the fiber-reinforced plastic is used. intervening bonding layer, which prevents delamination that occurs during the concrete manufacturing process.Also, the thermal expansion coefficient of the bonding layer is larger than that of the concrete layer and smaller than that of fiber-reinforced plastic, so delamination after manufacturing is prevented. Prevented.

よつて、コンクリート層1の内面には接合層2
が、そして接合層2には防食層3が夫々強固に密
着し、コンクリート層1による大きな剛性と、防
食層3による耐薬品性と強度が確保されている。
Therefore, there is a bonding layer 2 on the inner surface of the concrete layer 1.
However, the anti-corrosion layer 3 adheres firmly to the bonding layer 2, ensuring great rigidity due to the concrete layer 1 and chemical resistance and strength due to the anti-corrosion layer 3.

第2実施例 第2図に示すコンクリート系複合管Bは、コン
クリート層1の内面、両端面及び外面両端部に防
食層3を成形したものであるが、コンクリート層
1の内面には接合層2を介して防食層3が成形さ
れている。コンクリート層1の外周面に成形され
る防食層3は、コンクリート層1よりも大きい固
化収縮率を有するので、コンクリート層1に緊締
される力が作用し、コンクリート層1の外周面に
対して層間剥離は生じ難い。
Second Embodiment The concrete-based composite pipe B shown in FIG. The anti-corrosion layer 3 is formed through the . The anti-corrosion layer 3 formed on the outer circumferential surface of the concrete layer 1 has a higher solidification shrinkage rate than the concrete layer 1, so a tightening force acts on the concrete layer 1, and the interlayer Peeling is unlikely to occur.

第3実施例 第3図に示すコンクリート系複合管Cは、コン
クリート層1の内面、両端面及び外面に防食層3
を成形したものであるが、コンクリート層1の内
面には接合層2を介して防食層3が成形されてい
る。
Third Embodiment The concrete composite pipe C shown in FIG.
A corrosion protection layer 3 is formed on the inner surface of the concrete layer 1 with a bonding layer 2 interposed therebetween.

第4実施例 第4図に示すコンクリート系複合管Dは、差
口、受口を有する管であり、コンクリート層1の
内面、差口及び受口に防食層3を成形したもので
あるが、コンクリート層1の内面には接合層2を
介して防食層3が成形されている。
Fourth Embodiment The concrete-based composite pipe D shown in FIG. 4 is a pipe having a spout and a socket, and an anti-corrosion layer 3 is formed on the inner surface of the concrete layer 1, the spout and the socket. A corrosion protection layer 3 is formed on the inner surface of the concrete layer 1 with a bonding layer 2 interposed therebetween.

次に、本発明のコンクリート系複合管の製造方
法を図面を参照して工程順に説明する。
Next, the method for manufacturing a concrete-based composite pipe of the present invention will be explained step by step with reference to the drawings.

コンクリート系複合管Aの製造方法 (a) コンクリート層1の成形工程 第5図A,Bに示すように、胴体型枠4の両
端に固定した側型枠5を駆動ローラ6及び従動
ローラ7の上に載せ、モータの動力を駆動ロー
ラ6に伝達して両型枠4,5を回転させる。
Manufacturing method of concrete composite pipe A (a) Forming process of concrete layer 1 As shown in FIGS. The molds 4 and 5 are placed on top of each other, and the power of the motor is transmitted to the drive roller 6 to rotate both formworks 4 and 5.

側型枠5の一方の開口5aより挿入し、胴体
型枠4の長手方向に移動可能なベルトコンベア
8によりコンクリートを投入し、遠心成形によ
つて所定の均一厚さに締固めてコンクリート層
1を成形する。
Concrete is inserted through one opening 5a of the side formwork 5, charged by a belt conveyor 8 movable in the longitudinal direction of the body formwork 4, and compacted to a predetermined uniform thickness by centrifugal forming to form a concrete layer 1. to form.

(b) 接合層2の成形工程 前記(a)の遠心成形により物理的に締固められ
た直後のまだ化学的に固らない状態のコンクリ
ート層1の内面に、第6図に示すように(駆動
ローラ6、従動ローラ7の図示を省略する)、
コンクリート層1の長手方向に移動可能に挿入
した注入管9より前記親水性の樹脂と硬化剤と
の混合樹脂を投入し、遠心成形により所定の均
一厚さの接合層2を成形する。
(b) Forming process of bonding layer 2 As shown in FIG. (The illustration of the driving roller 6 and the driven roller 7 is omitted).
A mixed resin of the hydrophilic resin and a hardening agent is injected through an injection pipe 9 movably inserted in the longitudinal direction of the concrete layer 1, and a bonding layer 2 of a predetermined uniform thickness is formed by centrifugal molding.

この際、親水性にして流動性のよい樹脂は、
遠心力によりコンクリート層1の内面に速やか
に広がり、かつまだ固らない状態のコンクリー
ト層1と接触して密着度が高められる。
At this time, the hydrophilic and fluid resin is
It quickly spreads over the inner surface of the concrete layer 1 due to centrifugal force, and comes into contact with the concrete layer 1 that is not yet hardened, increasing the degree of adhesion.

(c) 防食層3の成形工程 前記接合層2の樹脂の初期硬化(指先で凹ま
せられる程度の硬化状態)の時に、第6図と同
様に接合層2の長手方向に移動可能に挿入した
注入管より前記樹脂を投入しながら別の注入管
より前記繊維を投入し、遠心成形により繊維強
化プラスチツクの防食層3を成形する。
(c) Forming process of anti-corrosion layer 3 When the resin of the bonding layer 2 is in the initial hardening state (hardened state to the extent that it can be dented with a fingertip), a molding layer was inserted so as to be movable in the longitudinal direction of the bonding layer 2 as shown in FIG. While the resin is introduced through an injection tube, the fibers are introduced through another injection tube, and the anticorrosive layer 3 of fiber-reinforced plastic is formed by centrifugal molding.

この際、防食層3は接合層2との密着度を高
めると共に、遠心成形により防食層3の内面は
粗度係数の小さい滑らかな面に仕上る。
At this time, the anticorrosion layer 3 increases the degree of adhesion with the bonding layer 2, and the inner surface of the anticorrosion layer 3 is finished as a smooth surface with a small roughness coefficient by centrifugal molding.

また、防食層3の厚さは、耐薬品性や強度が
多く要求される場合は厚くするなど用途によつ
て適宜定められ、繊維の混合率も用途に応じて
定められるが、20〜40重量%であり、繊維長も
10〜50mmの範囲である。
In addition, the thickness of the anticorrosion layer 3 is determined as appropriate depending on the application, such as increasing the thickness when high chemical resistance and strength are required, and the blending ratio of fibers is also determined according to the application. %, and the fiber length is also
The range is 10-50mm.

コンクリート系複合管Bの製造方法 基本的には複合管Aと同様であるが、最初にコ
ンクリート層1の両端面及び外面両端部を覆うべ
き防食層3を成形する。
Manufacturing method of concrete-based composite pipe B The manufacturing method is basically the same as that of composite pipe A, but first the anti-corrosion layer 3 to cover both end faces and both ends of the outer surface of the concrete layer 1 is formed.

即ち、第7図に示すように(駆動、従動の各ロ
ーラ6,7の図示を省略する)、胴体型枠4の両
端部にゴム等の環状体10を嵌着し、繊維強化プ
ラスチツクを吹付けて所定厚さの防食層3aを予
め成形する。
That is, as shown in FIG. 7 (the driving and driven rollers 6 and 7 are not shown), annular bodies 10 made of rubber or the like are fitted onto both ends of the body formwork 4, and fiber-reinforced plastic is blown onto the body formwork 4. A corrosion protection layer 3a having a predetermined thickness is formed in advance.

次いで、防食層3aの樹脂が初期硬化の時に環
状体10を取外し、前記複合管Aと同様に、コン
クリート層1、接合層2及び防食層3を順次遠心
成形する。
Next, when the resin of the anticorrosion layer 3a is in its initial stage of hardening, the annular body 10 is removed, and similarly to the composite pipe A, the concrete layer 1, the bonding layer 2, and the anticorrosion layer 3 are sequentially centrifugally formed.

そして、前記防食層3aの樹脂は硬化の際に収
縮してコンクリート層1の両端面及び外面両端部
に密着する。
The resin of the anti-corrosion layer 3a contracts during hardening and comes into close contact with both end surfaces and both ends of the outer surface of the concrete layer 1.

コンクリート系複合管Cの製造方法 第8図に示すように(駆動、従動の各ローラ
6,7の図示を省略する)、側型枠5にゴム等の
環状体11を装着し、繊維強化プラスチツクを吹
付けて所定厚さの防食層3bを予め成形する。
Manufacturing method for concrete-based composite pipe C As shown in Fig. 8 (driving and driven rollers 6 and 7 are not shown), an annular body 11 made of rubber or the like is attached to the side formwork 5, and a fiber-reinforced plastic The anti-corrosion layer 3b of a predetermined thickness is formed in advance by spraying.

次いで、防食層3bの樹脂が初期硬化の時に環
状体11を取外し、防食層3、コンクリート層
1、接合層2及び防食層3を順次遠心成形する。
Next, when the resin of the anti-corrosion layer 3b is initially hardened, the annular body 11 is removed, and the anti-corrosion layer 3, the concrete layer 1, the bonding layer 2 and the anti-corrosion layer 3 are sequentially centrifugally formed.

そして、前記防食層3b及び外面の防食層3の
樹脂は硬化の際に収縮してコンクリート層1の両
端面及び外面に密着する。
The resin of the anti-corrosion layer 3b and the anti-corrosion layer 3 on the outer surface shrinks during hardening and comes into close contact with both end surfaces and the outer surface of the concrete layer 1.

コンクリート系複合管Dの製造方法 第9図に示す胴体型枠12及び受口の側型枠1
3、差口の側型枠14を用い(駆動、従動の各ー
ラ6,7の図示を省略する)、各側型枠13,1
4にゴム等の環状体15,16,17,18を装
着し、繊維強化プラスチツクを吹付けて所定厚さ
の防食層3c,3dを予め成形する。
Manufacturing method of concrete composite pipe D Body formwork 12 and socket side formwork 1 shown in Fig. 9
3. Using the side formwork 14 of the gap (the illustration of the driving and driven rollers 6 and 7 is omitted), each side formwork 13,1
Annular bodies 15, 16, 17, and 18 made of rubber or the like are attached to 4, and anticorrosion layers 3c and 3d of a predetermined thickness are formed in advance by spraying fiber-reinforced plastic.

次いで、コンクリート層1、接合層2、防食層
3を順次遠心成形する。
Next, the concrete layer 1, the bonding layer 2, and the anticorrosion layer 3 are sequentially centrifugally formed.

そして、前記防食3c,3dの樹脂は硬化の際
に収縮して受口及び差口のコンクリート層1に密
着する。
The resin of the anti-corrosion 3c, 3d shrinks during hardening and adheres closely to the concrete layer 1 of the socket and the spigot.

なお、前記のコンクリート系複合管B,C,D
において、接合層2をコンクリート層1の内面の
みに介在させたことは、接合層2の樹脂が高価で
あり、コンクリート層1の内面における防食層3
の剥離防止を特に重視したことにある。
In addition, the concrete-based composite pipes B, C, and D
In , the reason why the bonding layer 2 was interposed only on the inner surface of the concrete layer 1 was that the resin of the bonding layer 2 was expensive, and the anticorrosion layer 3 on the inner surface of the concrete layer 1 was
Particular emphasis was placed on preventing peeling.

〔効果〕〔effect〕

本発明のコンクリート系複合管はまだ固らない
状態のコンクリート層の表面に接合層が成形され
るので、接合層がコンクリート層表面に結合し易
く、又、樹脂の初期硬化時の接合層に防食層が成
形されるので、接合層と防食層の密着度が大き
く、三層が強固に結合する。
In the concrete-based composite pipe of the present invention, the bonding layer is formed on the surface of the concrete layer that is not yet hardened, so the bonding layer easily bonds to the surface of the concrete layer, and the bonding layer protects against corrosion during the initial hardening of the resin. Since the layers are molded, the adhesion between the bonding layer and the anti-corrosion layer is high, and the three layers are strongly bonded.

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

第1図〜第4図はコンクリート系複合管の各実
施例を示し、第1図はコンクリート層の内面に防
食層を成形した断面図、第2図はコンクリート層
の内面、両端面及び外面端部に防食層を成形した
断面図、第3図はコンクリート層の全面に防食層
を成形した断面図、第4図はコンクリート層の内
面、受口及び差口に防食層を成形した断面図、第
5図〜第9図は上記複合管の製造方法の工程を示
し、第5図A,Bは第1図の複合管のコンクリー
ト層成形工程の説明図で、同図BはAのX−X線
断面図、第6図は同複合管の接合層成形工程の説
明図、第7図は第2図の複合管のコンクリート層
の両端面及び外面両端部の防食層成形工程の説明
図、第8図は第3図の複合管のコンクリート層の
両端面の防食層成形工程の説明図、第9図は第4
図の複合管の受口及び差口の防食層成形工程の説
明図である。 1……コンクリート層、2……接合層、3……
防食層、4……胴体型枠、5……側型枠、8……
ベルトコンベア、9……注入管、10,11,1
5〜18……環状体。
Figures 1 to 4 show examples of concrete-based composite pipes. Figure 1 is a cross-sectional view of a concrete layer with an anti-corrosion layer formed on the inner surface, and Figure 2 is a cross-sectional view of the inner surface, both end faces, and outer end of the concrete layer. Figure 3 is a cross-sectional view of the concrete layer with the anti-corrosion layer molded on the entire surface of the concrete layer, Figure 4 is a cross-sectional view of the inner surface of the concrete layer, the socket and the spigot with the anti-corrosion layer formed. 5 to 9 show the steps of the method for manufacturing the composite pipe described above, and FIGS. 5A and 5B are explanatory diagrams of the concrete layer forming process of the composite pipe in FIG. 1, and FIG. An X-ray cross-sectional view, FIG. 6 is an explanatory diagram of the process of forming the bonding layer of the composite pipe, and FIG. 7 is an explanatory diagram of the process of forming the anti-corrosion layer on both end surfaces and both ends of the outer surface of the concrete layer of the composite pipe in FIG. 2. Figure 8 is an explanatory diagram of the process of forming anti-corrosion layers on both end faces of the concrete layer of the composite pipe in Figure 3, and Figure 9 is
It is an explanatory view of the process of forming an anticorrosion layer on the socket and spigot of the composite pipe shown in the figure. 1... Concrete layer, 2... Bonding layer, 3...
Corrosion protection layer, 4... Body formwork, 5... Side formwork, 8...
Belt conveyor, 9... Injection pipe, 10, 11, 1
5-18... Annular body.

Claims (1)

【特許請求の範囲】 1 型枠の中でコンクリート層を遠心成形する工
程と、 該コンクリート層のまだ固らない状態の内面に
ポリエステル系の樹脂よりなる接合層を遠心成形
する工程と、 上記接合層の樹脂の初期硬化時に樹脂と繊維を
投入し、繊維強化プラスチツクの防食層を遠心成
形する工程と、 から成り、接合層を介してコンクリート層の内面
と防食層とを強固に密着させるコンクリート系複
合管の製造方法。 2 型枠の、コンクリート層の端面及び外面を覆
うべき箇所に繊維強化プラスチツクを吹付けて防
食層を形成する工程と、 上記防食層の樹脂の初期硬化時にコンクリート
を投入し、遠心成形によりコンクリート層を成形
する工程と、 該コンクリート層のまだ固らない状態の内面に
ポリエステル系の樹脂よりなる接合層を遠心成形
する工程と、 上記接合層の樹脂の初期硬化時に樹脂と繊維を
投入し、繊維強化プラスチツクの防食層を遠心成
形する工程と、 から成り、接合層を介してコンクリート層と防食
層を強固に密着させるコンクリート系複合管の製
造方法。
[Scope of Claims] 1. A step of centrifugally forming a concrete layer in a formwork, a step of centrifugally forming a bonding layer made of a polyester resin on the inner surface of the concrete layer that is not yet hardened, and the above bonding. This concrete system consists of the steps of centrifugally forming a corrosion-resistant layer of fiber-reinforced plastic by adding resin and fiber during the initial hardening of the resin in the layer, and firmly adhering the inner surface of the concrete layer and the corrosion-resistant layer via a bonding layer. Method for manufacturing composite pipes. 2. A process of spraying fiber-reinforced plastic to the parts of the formwork that should cover the ends and outer surface of the concrete layer to form an anti-corrosion layer, and adding concrete during the initial hardening of the resin of the anti-corrosion layer, and forming the concrete layer by centrifugal molding. A process of centrifugally molding a bonding layer made of polyester resin on the yet-to-harden inner surface of the concrete layer; Adding resin and fibers during the initial hardening of the resin of the bonding layer, A method for manufacturing a concrete-based composite pipe, comprising the steps of centrifugally forming a corrosion-resistant layer of reinforced plastic, and firmly adhering the concrete layer and the corrosion-protective layer via a bonding layer.
JP6803587A 1987-03-24 1987-03-24 Concrete group composite pipe and manufacture thereof Granted JPS63235786A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6803587A JPS63235786A (en) 1987-03-24 1987-03-24 Concrete group composite pipe and manufacture thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6803587A JPS63235786A (en) 1987-03-24 1987-03-24 Concrete group composite pipe and manufacture thereof

Publications (2)

Publication Number Publication Date
JPS63235786A JPS63235786A (en) 1988-09-30
JPH0420362B2 true JPH0420362B2 (en) 1992-04-02

Family

ID=13362139

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6803587A Granted JPS63235786A (en) 1987-03-24 1987-03-24 Concrete group composite pipe and manufacture thereof

Country Status (1)

Country Link
JP (1) JPS63235786A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0599374A (en) * 1991-04-11 1993-04-20 Kyushu Fume Kk Reinforcing method for reinforced concrete pipe
JP2001088114A (en) * 1999-09-27 2001-04-03 Taiheiyo Cement Corp Acid-resistant concrete products

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5754775B2 (en) * 1974-09-24 1982-11-19

Also Published As

Publication number Publication date
JPS63235786A (en) 1988-09-30

Similar Documents

Publication Publication Date Title
GB2120351A (en) Pipe linings
JPS63235783A (en) Concrete group composite pipe and manufacture thereof
JPH0420362B2 (en)
JP2004050719A (en) Pipe lining method
JP2909780B2 (en) Concrete gutter protected by plastic and method of making same
JPH0827822A (en) Manhole repair method and manhole repair material
JPH08135031A (en) Concrete close contact type water blocking material
JP2604799Y2 (en) Corrosion protection rubber for metal pipe end
JPS63134083A (en) Method of covering steel member and steel member obtained through said method
JP2004100354A (en) Concrete jacking pipe
JPH08267601A (en) Synthetic resin-made corrugated pipe having plain end part and production thereof
JP2600060B2 (en) Pipe forming method
JP3078079B2 (en) Fiber reinforced resin composite pipe for propulsion pipe and method for producing the same
JP3550437B2 (en) How to join buried formwork
JPH06193776A (en) Composite pipe and manufacture thereof
JPS6332940B2 (en)
JPH0535059B2 (en)
JPH0410319Y2 (en)
JP2003041897A (en) Resin-coated segment and method for producing the same
JPS60259408A (en) Manufacture of reinforced concrete pipe for propulsion
JPS60144427A (en) Method and form for anticorrosive processing of support steel tubular pile for marine structure
JPH0533830Y2 (en)
WO1991015345A1 (en) Waterproof and corrosion resistant concrete articles and process of preparing the same
JPH10131666A (en) Screw joint type propulsion tube and method for preventing corrosion of screw joint type propulsion tube
JPS6228414Y2 (en)