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JPH0252602B2 - - Google Patents
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JPH0252602B2 - - Google Patents

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Publication number
JPH0252602B2
JPH0252602B2 JP59053829A JP5382984A JPH0252602B2 JP H0252602 B2 JPH0252602 B2 JP H0252602B2 JP 59053829 A JP59053829 A JP 59053829A JP 5382984 A JP5382984 A JP 5382984A JP H0252602 B2 JPH0252602 B2 JP H0252602B2
Authority
JP
Japan
Prior art keywords
collar
formwork
frp
resin
concrete
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 - Lifetime
Application number
JP59053829A
Other languages
Japanese (ja)
Other versions
JPS60259408A (en
Inventor
Isamu Koike
Mutsuo Aryoshi
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.)
MISAWA RIZOOTO KK
Original Assignee
MISAWA RIZOOTO 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 MISAWA RIZOOTO KK filed Critical MISAWA RIZOOTO KK
Priority to JP59053829A priority Critical patent/JPS60259408A/en
Publication of JPS60259408A publication Critical patent/JPS60259408A/en
Publication of JPH0252602B2 publication Critical patent/JPH0252602B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Reinforced Plastic Materials (AREA)
  • Moulding By Coating Moulds (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【発明の詳細な説明】 本発明は、FRP製カラーを埋め込んだ推進管
の製造方法に関するものであり、その目的とする
ところは、本体成形に用いる遠心力成形用型枠で
先づFRP製カラーを成形し、次いで鉄筋籠をセ
ツトしてコンクリートを投入し、遠心力で締め固
め、FRP製カラーと本体の鉄筋コンクリート部
を連続して一体成形する方法を提供することにあ
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for manufacturing a propulsion tube in which an FRP collar is embedded, and its purpose is to first manufacture an FRP collar in a centrifugal force forming mold used for body molding. The object of the present invention is to provide a method for continuously integrally molding the FRP collar and the reinforced concrete part of the main body by setting a reinforcing bar cage, pouring concrete, and compacting it by centrifugal force.

近年、下水道管梁のうち、推進管の占める割合
が交通事情や住民の苦情対策として急速に増えて
きている。そして、鋼板製カラー埋め込み形推進
管が、長距離推進・カーブ推進等のニーズに応え
る可くすでに開発されている。しかし、これら鋼
板製カラー付きのものは、材質面の強度特性等で
は非常に信頼性が高いが、発錆するという欠点が
ある。一般に地中に埋設する鋼製の構造材の発錆
の程度は0.03mm/年と言われているが、4.5mm厚
のカラーでも、現実には埋設後10年足らずで局部
腐食を起こし小穴が開いているケースもある。こ
れは、土中の迷定電流に伴なう電食が原因と思わ
れる。現在、この発錆・局部腐食を防止するた
め、鋼製カラーの内・外面共エポキシタール等の
塗料で塗装しているが、塗膜の厚さは0.1〜0.2mm
程度であり、特に外面は推進中に土中の砂・燐等
との接触により摩耗したり削り取られるため、
100%の塗装効果は期待できない。
In recent years, the proportion of sewage pipe beams made up of propulsion pipes has been rapidly increasing to address traffic conditions and residents' complaints. A steel plate collar-embedded propulsion tube has already been developed to meet the needs of long-distance propulsion, curve propulsion, etc. However, although these steel plates with collars are very reliable in terms of material strength and other properties, they have the disadvantage of rusting. It is generally said that the degree of rust in steel structural materials buried underground is 0.03 mm/year, but in reality, even with a 4.5 mm thick collar, local corrosion occurs and small holes occur within 10 years after being buried. Some cases are open. This is thought to be caused by electrolytic corrosion caused by stray currents in the soil. Currently, to prevent this rusting and local corrosion, the inside and outside surfaces of steel collars are painted with paint such as epoxy tar, but the thickness of the paint film is 0.1 to 0.2 mm.
In particular, the outer surface is worn or scraped off by contact with sand, phosphorus, etc. in the soil during propulsion.
100% painting effect cannot be expected.

本発明はこの欠点を解消するため、材質的に安
定しており又機械特性等も信頼がおけるFRP製
カラーを用い、これの成形とコンクリート管の成
形を連続して行なうものである。
In order to eliminate this drawback, the present invention uses an FRP collar which is stable in terms of material and has reliable mechanical properties, and continuously performs the molding of this collar and the molding of a concrete pipe.

以下、図示の実施例に従つて、本発明を説明す
る。
The present invention will be described below with reference to illustrated embodiments.

第1図に示した如く、本発明のコンクリート管
は、本体コンクリート部1の管端の片側にFRP
製カラー2が埋め込まれて受け口部になつてお
り、それと反対側は差し口部3になつている。
As shown in Fig. 1, the concrete pipe of the present invention has FRP on one side of the pipe end of the main concrete part 1.
A collar 2 made of steel is embedded and serves as a socket, and the opposite side serves as a socket 3.

埋め込みカラー2は、第2図に示したように、
FRP製リング4,4′が、カラー最奥部及びカラ
ーの中間部に各1個セツトされ、カラー本体1と
一体化されている。このリング4,4′は埋め込
まれた後に、アンカー用リングとして作用する
が、そのうち、最奥部のリング4′はカラー成形
時の堰部材として作用する。これらリング4,
4′は、2個以上設けることができる。4は水膨
潤ゴム等のシール材でありコンクリート本体1の
外部より埋め込みカラー2のコンクリート密着部
との間を通つて水が浸入することを防止する。
Embedded color 2 is as shown in Figure 2.
One FRP ring 4, 4' is set at the innermost part of the collar and one at the middle part of the collar, and is integrated with the collar body 1. After these rings 4, 4' are embedded, they act as anchor rings, and among them, the innermost ring 4' acts as a weir member during collar molding. These rings 4,
Two or more 4' can be provided. Numeral 4 is a sealing material such as water-swellable rubber, which prevents water from entering from the outside of the concrete body 1 through the concrete contact portion of the embedded collar 2.

第3図は、FRP製カラー2の断面の構造を示
しており、樹脂層6及び樹脂とガラス繊維のチヨ
ツプドストランド7の混合層から成つている。こ
れら内・外面の薄層6は、管接合時にゴムガスケ
ツト8との滑りを良くし、推進中の土壌との摩擦
抵抗を小さくする。
FIG. 3 shows the cross-sectional structure of the FRP collar 2, which is composed of a resin layer 6 and a mixed layer of resin and chopped strands 7 of glass fiber. These thin layers 6 on the inner and outer surfaces improve the sliding with the rubber gasket 8 when the tubes are joined, and reduce the frictional resistance with the soil during propulsion.

層6,7は例えば、次の材料の組み合わせで成
形する。
For example, the layers 6 and 7 are formed from a combination of the following materials.

イ 樹脂(不飽和ポリエステル樹脂・エポキシ樹
脂等)とガラス繊維のネツトとの組み合わせ ロ 樹脂とガラス繊維の連続繊維との組み合わせ このようなFRP製カラー埋め込み形推進管は
次のようにして製造される。
(a) Combination of resin (unsaturated polyester resin, epoxy resin, etc.) and glass fiber net (b) Combination of resin and continuous glass fiber (b) Combination of resin and glass fiber (continuous fiber) Such an FRP collar-embedded propulsion tube is manufactured as follows. .

まず、第4図に示すように型枠10内にリング
4,4′を配設したのち、型枠10の端板9に補
助型枠11を取付ける。次いでリング4′と端板
9との間にフイーダー12で樹脂を流し込む。次
に、フイーダー13でガラス繊維のチヨツプドス
トランドを投入する。その後は、樹脂とガラス繊
維を同時に、又は交互に投入して、所定の厚さ迄
仕上げる。最内層は樹脂のみとする。フイーデイ
ング工程後、数分間25〜50G程度の遠心力をかけ
ながら、脱泡・締固硬化養生を行なう。
First, as shown in FIG. 4, the rings 4 and 4' are placed inside the formwork 10, and then the auxiliary formwork 11 is attached to the end plate 9 of the formwork 10. Next, resin is poured between the ring 4' and the end plate 9 using a feeder 12. Next, chopped strands of glass fiber are fed into the feeder 13. Thereafter, the resin and glass fibers are added simultaneously or alternately to finish to a predetermined thickness. The innermost layer is made of resin only. After the feeding process, a centrifugal force of about 25 to 50 G is applied for several minutes to defoam and harden the material.

カラー成形完了後、型枠の回転を一旦止め、止
水用ゴム5を所定位置にはり付け、鉄筋籠14を
型枠10の内側へ配設し、コンクリート本体成形
用の鉄製リング15を端板9に取付ける。以後、
一般の遠心力鉄筋コンクリート管の製造方法に従
つて所定配合のコンクリートを投入し、所定寸法
に仕上げる。
After the collar forming is completed, the rotation of the formwork is temporarily stopped, the water-stopping rubber 5 is pasted in place, the reinforcing bar cage 14 is placed inside the formwork 10, and the iron ring 15 for forming the concrete body is attached to the end plate. Attach to 9. From then on,
According to the general manufacturing method for centrifugal reinforced concrete pipes, concrete of a predetermined mix is poured and finished to the predetermined dimensions.

本発明によれば、従来の埋め込みカラー型の脱
型・型組に要する作業の内、型組に要する作業の
2/3を製管機上で行ない、従来の鋼製カラーを型
枠にセツトする作業時間(数分〜10数分)で
FRP製カラーを成形することができ、引続いて
コンクリート管の成形を行なうことによつて、ト
ータル的に作業工数を低下させ、品質向上と相俟
つてコスト低減をはかることができる。
According to the present invention, two-thirds of the work required for demolding and assembling a conventional embedded collar mold is performed on a pipe making machine, and the conventional steel collar is set in the formwork. In the working time (several minutes to 10 minutes)
By forming FRP collars and subsequently forming concrete pipes, it is possible to reduce the total number of work hours, improve quality, and reduce costs.

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

第1図は本発明によるFRP製カラー埋め込み
推進用鉄筋コンクリート管の縦断面図、第2図は
カラー埋め込み部の拡大縦断面図、第3図はカラ
ーの断面拡大図、第4図と第5図は本発明の製造
工程時における型枠の縦断面概略図である。 2…カラー、4,4′…リング、6…樹脂層、
7…樹脂とガラス繊維片の混合層、11…補助型
枠。
Fig. 1 is a longitudinal cross-sectional view of the FRP collar-embedded reinforced concrete pipe according to the present invention, Fig. 2 is an enlarged longitudinal cross-sectional view of the collar embedded part, Fig. 3 is an enlarged cross-sectional view of the collar, and Figs. 4 and 5. FIG. 2 is a schematic vertical cross-sectional view of the formwork during the manufacturing process of the present invention. 2...Color, 4,4'...Ring, 6...Resin layer,
7...Mixed layer of resin and glass fiber pieces, 11...Auxiliary formwork.

Claims (1)

【特許請求の範囲】[Claims] 1 型枠内の所定位置に1個又は複数個のリング
を配置し、型枠を回転させながら、樹脂及び繊維
を供給し、遠心力によつて、上記リングと一体に
FRP製カラーを成形し、次いで型枠を回転させ
ながらコンクリートを投入してコンクリート管体
を成形することを特徴とする推進用鉄筋コンクリ
ート管の連続製造方法。
1 Place one or more rings at a predetermined position within the formwork, supply resin and fibers while rotating the formwork, and use centrifugal force to integrate the rings into one.
A continuous manufacturing method for a reinforced concrete pipe for propulsion, characterized by forming an FRP collar, then pouring concrete while rotating a formwork to form a concrete pipe body.
JP59053829A 1984-03-21 1984-03-21 Manufacture of reinforced concrete pipe for propulsion Granted JPS60259408A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59053829A JPS60259408A (en) 1984-03-21 1984-03-21 Manufacture of reinforced concrete pipe for propulsion

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59053829A JPS60259408A (en) 1984-03-21 1984-03-21 Manufacture of reinforced concrete pipe for propulsion

Publications (2)

Publication Number Publication Date
JPS60259408A JPS60259408A (en) 1985-12-21
JPH0252602B2 true JPH0252602B2 (en) 1990-11-14

Family

ID=12953678

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59053829A Granted JPS60259408A (en) 1984-03-21 1984-03-21 Manufacture of reinforced concrete pipe for propulsion

Country Status (1)

Country Link
JP (1) JPS60259408A (en)

Also Published As

Publication number Publication date
JPS60259408A (en) 1985-12-21

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