JPS6013809B2 - Concrete pipe manufacturing method - Google Patents

Concrete pipe manufacturing method

Info

Publication number
JPS6013809B2
JPS6013809B2 JP1375982A JP1375982A JPS6013809B2 JP S6013809 B2 JPS6013809 B2 JP S6013809B2 JP 1375982 A JP1375982 A JP 1375982A JP 1375982 A JP1375982 A JP 1375982A JP S6013809 B2 JPS6013809 B2 JP S6013809B2
Authority
JP
Japan
Prior art keywords
concrete
frame
core
outer frame
straight cylindrical
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
JP1375982A
Other languages
Japanese (ja)
Other versions
JPS58131022A (en
Inventor
吾介 市原
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.)
ASO KOATSU KONKURIITO KK
Original Assignee
ASO KOATSU KONKURIITO 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 ASO KOATSU KONKURIITO KK filed Critical ASO KOATSU KONKURIITO KK
Priority to JP1375982A priority Critical patent/JPS6013809B2/en
Publication of JPS58131022A publication Critical patent/JPS58131022A/en
Publication of JPS6013809B2 publication Critical patent/JPS6013809B2/en
Expired legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明は側面に分岐口型枠を設けた直筒状外枠を機枠に
支持し、同外枠の上下端開□部に環状底枠および環状蓋
枠を配設し、環状底枠の関口部に直筒状中子の山形上端
部を挿入し、その状態において環状蓋枠の開口部から上
記外枠内に生コンクリートを投入し、同コンクリートを
振動させながら上記直筒状中子の側面を上記分岐口型枠
の内面に面接して上昇摺動させ、山形上端部を上記蓋枠
の閉口部の外側まで上昇させ上記コンクリートが半硬化
した後同中子を摺動脱型することを特徴とするコンクリ
ート管製造法に関するものである。
[Detailed Description of the Invention] The present invention is characterized in that a straight cylindrical outer frame provided with a branch mouth formwork on the side is supported on a machine frame, and an annular bottom frame and an annular lid frame are arranged in the upper and lower openings of the outer frame. Then, the chevron-shaped upper end of the straight cylindrical core is inserted into the entrance part of the annular bottom frame, and in this state, fresh concrete is poured into the outer frame from the opening of the annular lid frame, and while the concrete is vibrated, the straight cylindrical core is The side surface of the shaped core is brought into contact with the inner surface of the branch mouth formwork, and the core is slid upward, and the chevron-shaped upper end is raised to the outside of the closing part of the lid frame, and after the concrete has semi-hardened, the core is slid. This invention relates to a concrete pipe manufacturing method characterized by demolding.

本発明を図面に示す実施例について説明すると、機枠1
に二つ割り可能な上下端開口直筒状外枠2の下端フラン
ジ部をボルト3で固定し上端関口部を上向に支持する。
この外枠2の側面には分岐口13の型枠11が設けられ
、下端関口部には環状底枠5を上記ボルト3によって固
定し、上端関口部フランジには環状蓋枠6をボルト7に
よって固定する。そして直筒状中子8の山形上端部10
を底枠5の閉口部に挿入して同閉口部を閉鎖する(第1
図参照)。山形上端部10にはワイヤローブ12を接続
し、同ロープ12によって上記中子8を上方に牽引する
が、同ロープ12に代えて中子8の下端に油圧シリンダ
ー又はジャッキを接続してもよい(図示していない)。
尚図中14で示すものは機枠1に設けた振動機、15は
鉄筋である。本発明では上述のように第1図実線で示す
状態において、上端の蓋枠6の開ロ部から外枠2内に所
定量の生コンクリート16を投入する。
To explain the embodiment of the present invention shown in the drawings, the machine frame 1
The lower end flange portion of a straight cylindrical outer frame 2 which can be divided into two with upper and lower ends open is fixed with bolts 3, and the upper end entrance portion is supported upward.
A formwork 11 for a branch port 13 is provided on the side surface of this outer frame 2, an annular bottom frame 5 is fixed to the lower end entrance part with the bolts 3, and an annular lid frame 6 is fixed to the upper end entrance flange with bolts 7. Fix it. And the chevron-shaped upper end portion 10 of the straight cylindrical core 8
is inserted into the closing part of the bottom frame 5 to close the closing part (the first
(see figure). A wire lobe 12 is connected to the chevron-shaped upper end 10, and the core 8 is pulled upward by the rope 12, but a hydraulic cylinder or a jack may be connected to the lower end of the core 8 instead of the rope 12. (not shown).
Note that 14 in the figure is a vibrator installed in the machine frame 1, and 15 is a reinforcing bar. In the present invention, as described above, in the state shown by the solid line in FIG. 1, a predetermined amount of fresh concrete 16 is poured into the outer frame 2 from the opening of the lid frame 6 at the upper end.

このようにすると、同コンクリート16は外枠2の下部
、環状底枠5および山形上端部1川こ保持される。この
状態において振動機14によって外枠2、中子8および
分岐口型枠11を振動させると上記コンクリート16も
振動し充分充填される。そして上記中子8を第1図実線
位置から伍表想孫泉位置までその側面を上記分乳皮口型
枠1 1の内面に面接して上昇超動させながら生コンク
リート16を投入すると上記生コンクリート16はその
振動および山形上端部10の作用で中子8の外側に寄せ
られ外枠2と中子8との筒状間隙を底枠5から蓋枠6ま
でおよび分岐口型枠1 1の内部まで充分充填し、時間
の経過によって漸次硬化する。半硬化後上記中子8を第
1図仮想線位置から実線位置の下方えと下降摺動させて
同中子8を脱型しかつ外枠2および蓋型6を脱型してこ
れを養生する。このようにして得られたコンクリート管
17を第2図に示す。同図中18は受□、19は差口で
ある。従来本管から分岐口が突出している枝管の製造は
ヒューム管のように中子を用いず回転により遠心力の作
用で塑造したため設備費が大で簡便に製造し難く、遠心
力がアンバランスになり作業中の危険性が大きいばかり
でなく、作業が複雑で経済的にも不利であった。
In this way, the concrete 16 is held at the lower part of the outer frame 2, the annular bottom frame 5, and the upper end of the chevron. In this state, when the outer frame 2, core 8, and branch mouth form 11 are vibrated by the vibrator 14, the concrete 16 is also vibrated and is sufficiently filled. Then, while moving the core 8 upward from the solid line position in Figure 1 to the position shown by the Gobo Sunsen with its side surface facing the inner surface of the crack skin opening formwork 11, pouring the ready-mixed concrete 16 into it. The concrete 16 is brought to the outside of the core 8 by the vibration and the action of the chevron-shaped upper end 10, and the cylindrical gap between the outer frame 2 and the core 8 is expanded from the bottom frame 5 to the lid frame 6 and the branch mouth form 11. Fill the inside thoroughly and gradually harden over time. After semi-hardening, the core 8 is slid downward from the imaginary line position in FIG. . The concrete pipe 17 thus obtained is shown in FIG. In the figure, 18 is a receiving □, and 19 is a receptacle. Conventionally, branch pipes with branch ports protruding from the main pipe were manufactured by spinning and molding by the action of centrifugal force without using a core like Hume pipes, which resulted in high equipment costs and difficulty in manufacturing easily, resulting in unbalanced centrifugal force. Not only was there great danger during the work, but the work was also complicated and economically disadvantageous.

又競入筒によって中空となしさらに加圧換によってコン
クリート内壁を加圧し締め固めを行う方法があるが、分
岐口型枠の内面と上記鼓入筒の直立側面及び加圧穣のテ
ーパー側面との面接が困難であるため分岐口付コンクリ
ート管の一発成形が困難であった。本発明は上記欠陥に
鑑みなされたものであって、本発明は上述の方法によっ
たもので、コンクリート管17(本管)から分岐口13
の突出した枝管の製造設備を簡略化し得るばかりでなく
枝管(分岐口13)付コンクリート管17を安全かつ容
易に−発成型し得る効果がある。
There is also a method in which the inner wall of the concrete is compacted by making it hollow using a compression tube, and then pressurizing the inner wall of the concrete by pressure exchange. Because interviews were difficult, it was difficult to form concrete pipes with branch ports in one shot. The present invention has been made in view of the above-mentioned defects, and the present invention is based on the above-mentioned method.
This not only simplifies the production equipment for the protruding branch pipes, but also allows the concrete pipe 17 with the branch pipes (branch port 13) to be formed safely and easily.

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

第1図は本発明のコンクリート管製造方法を示す図、第
2図は同法により製造したコンクリ−ト管の斜視図であ
る。 1・・・・・・機枠、2・・・・・・上下機関口直筒状
外枠、5・・・・・・環状底枠、6・・・・・・環状蓋
枠、8・…・・直筒状中子、10・…・・山形上騰部、
11・・・・・・分岐口型枠、12……ワイヤロープ、
16……生コンクリート。 次’図 グz図
FIG. 1 is a diagram showing the concrete pipe manufacturing method of the present invention, and FIG. 2 is a perspective view of the concrete pipe manufactured by the same method. 1... Machine frame, 2... Upper and lower engine mouth straight cylindrical outer frame, 5... Annular bottom frame, 6... Annular lid frame, 8... ... Straight cylindrical core, 10... Yamagata rising part,
11... Branch mouth formwork, 12... Wire rope,
16... Fresh concrete. Next figure

Claims (1)

【特許請求の範囲】 1 側面に分岐口型枠11を設けた直筒状外枠2を機枠
1に支持し、同外枠2の上下端開口部に環状底枠5およ
び環状蓋枠6を配設し、環状底枠5の開口部に直筒状中
子8の山形上端部10を挿入し、その状態において環状
蓋枠6の開口部から上記外枠2内に生コンクリート16
を投入し、同コンクリート16を振動させながら上記直
筒状中子8の側面を上記分岐口型枠11の内面に面接し
て上昇摺動させ、山形上端部10を上記蓋枠6の開口部
の外側まで上昇させ上記コンクリート16が半硬化した
後同中子8を摺動脱型することを特徴とするコンクリー
ト管製造法。 2 上記中子8の山形上端部10をワイヤロープ12で
牽引して上昇摺動させる特許請求の範囲第1項記載のコ
ンクリート管製造法。
[Scope of Claims] 1. A straight cylindrical outer frame 2 having a branch mouth formwork 11 on the side surface is supported on the machine frame 1, and an annular bottom frame 5 and an annular lid frame 6 are attached to the upper and lower openings of the outer frame 2. The chevron-shaped upper end 10 of the straight cylindrical core 8 is inserted into the opening of the annular bottom frame 5, and in this state, the ready-mixed concrete 16 is poured into the outer frame 2 from the opening of the annular lid frame 6.
is introduced, and while vibrating the concrete 16, the side surface of the straight cylindrical core 8 is brought into contact with the inner surface of the branch mouth form 11 and slid upward, and the chevron-shaped upper end 10 is placed in the opening of the lid frame 6. A concrete pipe manufacturing method characterized in that the concrete 16 is raised to the outside and after the concrete 16 is semi-hardened, the concrete core 8 is removed from the mold by sliding. 2. The concrete pipe manufacturing method according to claim 1, wherein the angular upper end 10 of the core 8 is pulled by a wire rope 12 and slid upward.
JP1375982A 1982-01-29 1982-01-29 Concrete pipe manufacturing method Expired JPS6013809B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1375982A JPS6013809B2 (en) 1982-01-29 1982-01-29 Concrete pipe manufacturing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1375982A JPS6013809B2 (en) 1982-01-29 1982-01-29 Concrete pipe manufacturing method

Publications (2)

Publication Number Publication Date
JPS58131022A JPS58131022A (en) 1983-08-04
JPS6013809B2 true JPS6013809B2 (en) 1985-04-09

Family

ID=11842173

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1375982A Expired JPS6013809B2 (en) 1982-01-29 1982-01-29 Concrete pipe manufacturing method

Country Status (1)

Country Link
JP (1) JPS6013809B2 (en)

Also Published As

Publication number Publication date
JPS58131022A (en) 1983-08-04

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