JPS6129847B2 - - Google Patents

Info

Publication number
JPS6129847B2
JPS6129847B2 JP13162082A JP13162082A JPS6129847B2 JP S6129847 B2 JPS6129847 B2 JP S6129847B2 JP 13162082 A JP13162082 A JP 13162082A JP 13162082 A JP13162082 A JP 13162082A JP S6129847 B2 JPS6129847 B2 JP S6129847B2
Authority
JP
Japan
Prior art keywords
concrete
formwork
container body
upper edge
pipe
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
JP13162082A
Other languages
Japanese (ja)
Other versions
JPS5920613A (en
Inventor
Shoichi Sunami
Taketoshi Oshima
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.)
Dowa Holdings Co Ltd
Original Assignee
Dowa Mining 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 Dowa Mining Co Ltd filed Critical Dowa Mining Co Ltd
Priority to JP13162082A priority Critical patent/JPS5920613A/en
Publication of JPS5920613A publication Critical patent/JPS5920613A/en
Publication of JPS6129847B2 publication Critical patent/JPS6129847B2/ja
Granted legal-status Critical Current

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  • Moulds, Cores, Or Mandrels (AREA)

Description

【発明の詳細な説明】 本発明は例えば放射性廃棄物を収納するコンク
リート内張りドラム缶のようなコンクリート内張
り容器を製造するための装置に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an apparatus for manufacturing concrete-lined containers, such as concrete-lined drums, for containing radioactive waste.

従来、この種の容器を製作する場合には、3〜
4個の部分に分割された型枠を組立ててドラム缶
等の容器本体内に挿入固定し、コンクリート打込
後相当の硬化時間を経て該型枠を再度分解し脱型
する方法が行なわれていた。
Conventionally, when manufacturing this type of container, 3 to 3
The method used was to assemble a formwork divided into four parts, insert and fix it into the main body of a container such as a drum, and then disassemble the formwork again and remove it after a considerable hardening time after pouring concrete. .

しかしながら、かような方法では型枠の分解・
組立を行なうので作業能率が悪いばかりか、3〜
4分割された型枠を使用するため製品の品質にバ
ラツキが生じて精度も悪く、またコンクリートの
硬化時間(普通1〜2日程度)待ちにより使用型
枠の稼動性が悪い等の種々問題があつた。
However, such methods require disassembly and
Not only is the work efficiency low due to assembly, but the
Since the formwork is divided into four parts, the quality of the product varies and accuracy is poor, and there are various problems such as poor operability of the formwork due to waiting time for the concrete to harden (usually about 1 to 2 days). It was hot.

本発明は上記のような問題点を除去するため、
型枠の分解・組立作業をなくして型枠の脱着を容
易にすると共に、コンクリート硬化の待ち時間も
わずかで済むので連続製造にも適し、品質的にも
優れたコンクリート内張り容器を製造することが
できる方法を提供するものである。
In order to eliminate the above-mentioned problems, the present invention
It eliminates the disassembly and assembly work of the formwork, making it easy to attach and remove the formwork, and requires only a short time to wait for concrete to harden, making it suitable for continuous production and making it possible to manufacture concrete-lined containers of excellent quality. This provides a method that allows you to do so.

以下、本発明を図によつて説明する。 Hereinafter, the present invention will be explained with reference to the drawings.

1は軸心部に送気管2を挿入固定した金属製の
円筒筐体型枠で、該型枠1の底板1a中心部は送
気管2の下端口2aを臨ませるよう開口すると共
に該部外側に送気管下端口2aを閉塞可能なゴム
板等よりなる逆止弁3が設けられる。型枠1の上
面は略円錐形に形成されてその中心部は送気管2
中間部に固定してある。なお、型枠1の送気管2
への取付けは溶接等によりなされる。
Reference numeral 1 denotes a metal cylindrical housing frame into which an air supply pipe 2 is inserted and fixed. A check valve 3 made of a rubber plate or the like capable of closing the lower end port 2a of the air supply pipe is provided. The upper surface of the formwork 1 is formed into a substantially conical shape, and the center part is connected to the air pipe 2.
It is fixed in the middle. In addition, the air pipe 2 of the formwork 1
Installation is done by welding, etc.

送気管2の上方には該管2内への空気吹込口4
が設けられ、頭部には吊金具5が取付けられる。
Above the air supply pipe 2 is an air inlet 4 into the pipe 2.
is provided, and a hanging fitting 5 is attached to the head.

6は型枠1の上側に配設された平面十字形の支
持杆で、その中心部を貫通する上記送気管2に水
平に固定され、該杆6の下面にはそれぞれ外側に
寄せてドラム缶等の容器本体7の上縁内径に合致
するガイド部8が突設され、該杆6の各端部には
容器本体7の上縁カール部9を挾持する挾持金具
10が取付けてある。
Reference numeral 6 denotes a planar cross-shaped support rod disposed on the upper side of the formwork 1, and is horizontally fixed to the air pipe 2 passing through the center thereof, and a drum can or the like is placed on the lower surface of the rod 6 toward the outside. A guide portion 8 that matches the inner diameter of the upper edge of the container body 7 is provided in a protruding manner, and clamping fittings 10 for clamping the upper edge curled portion 9 of the container body 7 are attached to each end of the rod 6.

しかして、ドラム缶7にコンクリートの内張り
を行なうには、まずドラム缶7を開口面を上にし
て振動台11上に載置し、筐体型枠1を缶7内に
挿入する。必要な場合には送気管2上端の吊金具
5を吊り索12により吊持しながら型枠1が缶7
内に挿入する。支持杆6をドラム缶7上縁に掛け
るときには、該杆6下面のガイド8を缶7内径に
嵌込み、缶7上縁外側に突出したカール9を挾持
金具10によりボルト締めを行なつて強固に挾着
する。これにより、型枠1は支持杆6によつて缶
7内に懸架され、正確な位置に位置決めされる。
In order to line the drum 7 with concrete, the drum 7 is first placed on the vibration table 11 with its opening facing up, and the housing frame 1 is inserted into the can 7. If necessary, the formwork 1 is suspended from the can 7 while the hanging fitting 5 at the upper end of the air pipe 2 is suspended by the hanging rope 12.
Insert inside. When hanging the support rod 6 on the upper edge of the drum can 7, the guide 8 on the lower surface of the rod 6 is fitted into the inner diameter of the can 7, and the curl 9 protruding outward from the upper edge of the can 7 is tightened with bolts using clamping fittings 10 to firmly tighten it. to clamp. Thereby, the formwork 1 is suspended within the can 7 by the support rods 6 and positioned at an accurate position.

次に、振動台11を作動させながらドラム缶7
と型枠1との間にごく硬練り(例えばスランプ0
cm)の生コンクリート13を打込み締固める(第
3図イ)。次いで、コンクリート13が硬化せず
缶7内壁から崩れ落ちない程度に養生(1〜2時
間程度)した後、缶7上縁のカール9を挾着する
金具10を外し、吊金具5に係止した吊り索12
により型枠1を吊持して送気管2内に上方吹込口
4から圧縮空気を吹込み、管下端口2aよりドラ
ム缶7内底へ向けて排出しながら型枠1を缶7か
ら徐々に引出して行く(第3図ロ,ハ)。型枠1
は強制的に引抜くものではなく、送気管2の排出
空気による型枠1底面への押上げ力を利用して引
上げるようにするとよい。これにより、未だ固化
していない内張りコンクリート13の崩落が防止
される。またこの場合、型枠1を有する上記装置
全体重量よりやや重い重錘を滑車を介して釣合
せ、排出空気により型枠1を徐々に浮上させるよ
うにすることもできる。
Next, while operating the vibration table 11, the drum can 7 is
and formwork 1 with very hard kneading (for example, slump 0).
cm) of ready-mixed concrete 13 is poured and compacted (Fig. 3 A). Next, after curing (about 1 to 2 hours) to such an extent that the concrete 13 does not harden and collapse from the inner wall of the can 7, the metal fitting 10 that clamps the curl 9 on the upper edge of the can 7 is removed and secured to the hanging metal fitting 5. Suspension rope 12
The formwork 1 is suspended and compressed air is blown into the air pipe 2 from the upper air inlet 4, and the formwork 1 is gradually pulled out from the can 7 while being discharged from the lower end port 2a of the pipe toward the inner bottom of the drum can 7. Go (Figure 3 B, C). Formwork 1
It is preferable that the mold is not forcibly pulled out, but is pulled up using the force of pushing up the bottom surface of the formwork 1 by the air discharged from the air pipe 2. This prevents the lining concrete 13, which has not yet solidified, from collapsing. In this case, it is also possible to balance a weight that is slightly heavier than the entire weight of the above-mentioned apparatus having the formwork 1 via a pulley so that the formwork 1 is gradually floated by the discharged air.

なお、前記のコンクリート養生に際しては必要
により加熱を行なつてもよく、また型枠1が脱型
し易いように型枠1外面に予め油を塗着しておく
とよい。
In addition, when curing the concrete, heating may be performed if necessary, and it is preferable to apply oil to the outer surface of the formwork 1 in advance so that the formwork 1 can be easily demolded.

本発明は以上のようにコンクリート内張り容器
を製造するに際して型枠をいちいち組立て・分解
する必要がなく、型枠の構造も簡単で製作費も安
価で済み、型枠の脱型は型枠底部からの圧縮空気
の排出により行なわれるので、コンクリート硬化
前に脱型してもコンクリートが崩落する虞れはな
い。従つて、本発明によれば短時間でコンクリー
ト内張り容器を製造することができ、型枠の稼動
率も向上して連続製造も可能となり、製品も品質
の優れた均一なものが得られる等の利点を有す
る。なお、本発明はコンクリートに代えて金属鉛
を内張りした容器の製造にも適用できることは勿
論である。
As described above, the present invention does not require assembling and disassembling the formwork one by one when manufacturing a concrete lined container, the structure of the formwork is simple and the manufacturing cost is low, and the molding can be removed from the bottom of the formwork. Since this is done by discharging compressed air, there is no risk of the concrete collapsing even if the mold is removed before the concrete hardens. Therefore, according to the present invention, concrete-lined containers can be manufactured in a short time, the utilization rate of the formwork is improved, continuous manufacturing is possible, and the products are of uniform quality. has advantages. It goes without saying that the present invention can also be applied to the manufacture of containers lined with metallic lead instead of concrete.

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

第1図は本発明法に係るコンクリート内張り容
器の製造装置を示す平面図、第2図は同縦断面
図、第3図は施工順序を示す説明図である。 符号説明 1…型枠、2…送気管、3…逆止
弁、4…空気吹込口、5…吊金具、6…支持杆、
7…容器本体、8…ガイド、9…カール部、10
…挾持金具、11…振動台、12…吊り索、13
…コンクリート。
FIG. 1 is a plan view showing an apparatus for manufacturing a concrete lined container according to the method of the present invention, FIG. 2 is a longitudinal sectional view thereof, and FIG. 3 is an explanatory diagram showing the construction order. Description of symbols 1...Formwork, 2...Air pipe, 3...Check valve, 4...Air inlet, 5...Hanging fitting, 6...Support rod,
7... Container body, 8... Guide, 9... Curl part, 10
...Holding bracket, 11...Vibration table, 12...Hanging rope, 13
…concrete.

Claims (1)

【特許請求の範囲】 1 筐体型枠の軸心部に送気管を挿入固定し、該
型枠底板中心部には送気管下端口を臨ませるよう
開口して該下端口を閉塞可能な逆止弁を設け、送
気管中間部の上記型枠上側にはコンクリートを内
張りすべき容器本体内に上記型枠を懸架するため
に容器本体上縁に掛ける支持杆を水平に取付固定
し、送気管上部には該管内への圧縮空気吹込口を
備えてなることを特徴とするコンクリート内張り
容器の製造装置。 2 前記支持杆は平面十字形に形成され、該杆の
下面各端部に寄せて前記容器本体上縁部内径に合
致するガイド部が突設され、かつ該杆各端部には
容器本体上縁部を挾着する挾持金具が取付けら
れ、前記送気管頭部には吊金具が設けられてなる
特許請求の範囲第1項記載のコンクリート内張り
容器の製造装置。
[Scope of Claims] 1. An air supply pipe is inserted and fixed into the axial center of the housing frame, and the bottom plate of the form is provided with a non-return check that is opened so as to face the lower end of the air supply pipe and can close the lower end. A valve is provided, and a support rod is horizontally attached and fixed to the upper edge of the container body to suspend the formwork inside the container body which is to be lined with concrete. 1. An apparatus for producing a concrete lined container, comprising: a compressed air blowing port into the pipe. 2. The support rod is formed in a planar cross shape, and a guide portion that matches the inner diameter of the upper edge of the container body is provided protruding from each end of the lower surface of the rod, and each end of the rod is provided with a guide portion that matches the inner diameter of the upper edge of the container body. 2. The apparatus for manufacturing a concrete lined container according to claim 1, wherein a clamping fixture for clamping the edge is attached, and a hanging fixture is provided at the head of the air pipe.
JP13162082A 1982-07-28 1982-07-28 Method and device for manufacturing concrete lined vessel Granted JPS5920613A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13162082A JPS5920613A (en) 1982-07-28 1982-07-28 Method and device for manufacturing concrete lined vessel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13162082A JPS5920613A (en) 1982-07-28 1982-07-28 Method and device for manufacturing concrete lined vessel

Publications (2)

Publication Number Publication Date
JPS5920613A JPS5920613A (en) 1984-02-02
JPS6129847B2 true JPS6129847B2 (en) 1986-07-09

Family

ID=15062310

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13162082A Granted JPS5920613A (en) 1982-07-28 1982-07-28 Method and device for manufacturing concrete lined vessel

Country Status (1)

Country Link
JP (1) JPS5920613A (en)

Also Published As

Publication number Publication date
JPS5920613A (en) 1984-02-02

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