JPS6374604A - Formwork for centrifugal-force molding of concrete - Google Patents

Formwork for centrifugal-force molding of concrete

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Publication number
JPS6374604A
JPS6374604A JP22048486A JP22048486A JPS6374604A JP S6374604 A JPS6374604 A JP S6374604A JP 22048486 A JP22048486 A JP 22048486A JP 22048486 A JP22048486 A JP 22048486A JP S6374604 A JPS6374604 A JP S6374604A
Authority
JP
Japan
Prior art keywords
formwork
concrete
roller
ring
annular member
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.)
Pending
Application number
JP22048486A
Other languages
Japanese (ja)
Inventor
北村 博
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP22048486A priority Critical patent/JPS6374604A/en
Publication of JPS6374604A publication Critical patent/JPS6374604A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、円筒形の型枠の回転成形時に型枠回転用の
ローラと転接するために外嵌される環状部材を型枠に着
脱可能に設けることにより設備費の低減と生産性の向上
を図ったコンクリートの遠心力成形用型枠に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention provides a method for attaching and detaching an annular member to the formwork, which is fitted onto the outside for rolling contact with a roller for rotating the formwork during rotational molding of a cylindrical formwork. This invention relates to a formwork for centrifugal force forming of concrete, which reduces equipment costs and improves productivity by providing a formwork for concrete.

〔従来の技術〕[Conventional technology]

従来の遠心力成形用型枠としては、例えば実開昭59−
111400号公報に開示されたようなものがある。こ
れを第5〜7図に示す。この型枠1は断面半円形の上型
2と同形の下型3とを組合わせて円筒形をなすように構
成されており、上型2と下型3との結合部には、それぞ
れ補強を兼ねた断面り形の結合材4. 4. 5. 5
が図に示すごとく対称的に取付けられていて、4と4,
5と5を締結して上型2と下型3とを一体とし円筒形の
型枠1とする。6は補強材であって、上下枠2゜3の母
線方向に溶接等により固着されている。7は型枠の周方
向に固着されたほぼ1/4の円環をなす補強材である。
As a conventional formwork for centrifugal force forming, for example,
There is one disclosed in Japanese Patent No. 111400. This is shown in Figures 5-7. This formwork 1 is configured to form a cylindrical shape by combining an upper mold 2 with a semicircular cross section and a lower mold 3 of the same shape, and reinforcement is provided at the joint between the upper mold 2 and the lower mold 3, respectively. 4. Binding material with a cross-sectional shape that also serves as 4. 5. 5
are installed symmetrically as shown in the figure, 4 and 4,
5 and 5 are fastened together to integrate the upper mold 2 and the lower mold 3 into a cylindrical mold frame 1. A reinforcing member 6 is fixed by welding or the like in the generatrix direction of the upper and lower frames 2°3. 7 is a reinforcing member fixed in the circumferential direction of the formwork and forming an approximately 1/4 ring.

8は断面T形で半円環をなすローラ受は部であって、そ
れぞれ上型2及び下型3の結合材4,5及び補強材6に
溶接等により固着され、上下型が一体となったとき円環
状となって、この型枠1が!5!置され且つ回転される
ローラ9a、9bに転接するようになっている。
Reference numeral 8 denotes a semicircular roller bearing with a T-shaped cross section, which is fixed by welding or the like to the binding materials 4, 5 and reinforcing material 6 of the upper mold 2 and lower mold 3, respectively, so that the upper and lower molds are integrated. When this happens, it becomes a circular ring, and this formwork 1 is formed! 5! The rollers 9a and 9b are placed and rotated in rolling contact with each other.

このような構成の型枠によるコンクリートの成形手順と
しては、通常、下型3に未硬化コンクリートを装入して
後、上型2と下型3とを前記のごとく結合材4.5を結
合して円筒形型枠1とする。
The procedure for forming concrete using a formwork with such a configuration is usually to charge uncured concrete into the lower mold 3, and then connect the upper mold 2 and the lower mold 3 with the binding material 4.5 as described above. to form a cylindrical formwork 1.

次にこの型枠1をローラ9a、9bにそれぞれ軸方向を
互いに平行に且つローラ受は部8を介して載置し、例え
ばローラ9aをモータ等により駆動して型枠1を所定の
遠心力が生じる速さで回転すると、内部のコンクリート
は遠心力により型枠壁に押付けられて締固められ、成形
される。
Next, this formwork 1 is placed on rollers 9a and 9b with the axial directions parallel to each other and the roller bearings are placed through the part 8. For example, the roller 9a is driven by a motor or the like to apply a predetermined centrifugal force to the formwork 1. When it rotates at a speed that produces , the concrete inside is pressed against the formwork walls by centrifugal force, compacting it and forming it.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかしながら、従来の成形用型枠にあっては、ローラ受
は部8は上下枠2,3に溶接等により固着されているの
で、成形後の養生工程においても取外すことができない
。養生工程では脱型前のコンクリートが型枠に入ったま
ま、温水槽等に長時間浸漬されるが、型枠はローラ受部
を取付けただけ直径が大きいため、ローラ受は部を有し
ないときの型枠に比べ、その浸漬数量が著しく小さく、
生産性が低いという問題点があった。
However, in the conventional molding frame, the roller receiver portion 8 is fixed to the upper and lower frames 2, 3 by welding or the like, so that it cannot be removed even during the curing process after molding. In the curing process, the concrete before demolding is immersed in a hot water tank for a long time while still in the formwork, but the diameter of the formwork is large enough to accommodate the roller holder, so when the roller holder does not have a part. The immersion quantity is significantly smaller than that of the formwork.
There was a problem with low productivity.

この発明はこのような従来の問題点にかんがみてなされ
たものであって、ローラ受は部を着脱可能とすることに
より、上記問題点を解決することを目的としている。
The present invention has been made in view of these conventional problems, and an object of the present invention is to solve the above problems by making the roller receiver removable.

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

この発明は、円筒形を型枠を支承して何軒セしめるロー
ラと転接するために、該型枠の外周に、周方向に外嵌す
る環状部材を着脱可能に設けたコンクリートの遠心力成
形用型枠としたものである。
This invention provides centrifugal force forming of concrete in which an annular member is removably provided on the outer periphery of the formwork and is fitted in the circumferential direction in order to support the formwork and make rolling contact with rollers that hold the cylindrical form. It was used as a formwork.

〔作用〕[Effect]

コンクリートを装入し、且つ環状部材を装着した円筒形
型枠を、この環状部材が転接するごとく型枠回転用ロー
ラ上に載置し、型枠を回転せしめる。型枠内のコンクリ
ートは回転によって生じる遠心力によって締固められ成
形される。成形が終了したら型枠は、前記環状部材を取
外して養生工程へ送られる。環状部材を取外した型枠は
、その上下型でなる円筒同士を互いに接触させて養生槽
へ収容できるので、その断面積において環状部材を有す
るときと、はぼ外径差の2乗に比例して小さくなること
から、著しく収容数量が大きくなり、生産性を向上でき
る。
A cylindrical form into which concrete is charged and an annular member attached is placed on a form rotation roller so that the annular member rolls into contact with the cylindrical form, and the form is rotated. The concrete inside the formwork is compacted and shaped by the centrifugal force generated by the rotation. After the molding is completed, the annular member is removed from the mold and the mold is sent to a curing process. The formwork from which the annular member has been removed can be stored in the curing tank with the upper and lower cylinders in contact with each other, so the cross-sectional area is proportional to the square of the difference in outer diameter compared to when the annular member is included. Since it is smaller, the capacity can be significantly increased and productivity can be improved.

〔実施例〕〔Example〕

以下、この発明を図面に基づいて説明する。第1〜4図
はこの発明の一実施例を示す図である。
The present invention will be explained below based on the drawings. 1 to 4 are diagrams showing an embodiment of the present invention.

先ず構成を説明すると、11は断面優弧をなす型枠本体
、12は該本体11の開口部を閉塞する断面劣弧をなす
蓋である。12a、12bは蓋12の縁に固定された補
強材であって、補強材12aはヒンジ13を介して型枠
本体11の縁に固定された補強材11aにIE12と共
に回動可能に取付けられている。またM12の補強材1
2bと本体11の開口部縁に固定した補強材11bとは
ピン14を共に貫通してロックされる。15は補強材で
あって、上記補強材11a、llb、12a。
First, the structure will be described. Reference numeral 11 denotes a formwork body having a more arcuate cross section, and 12 a lid having a less arcuate cross section that closes the opening of the main body 11. 12a and 12b are reinforcing members fixed to the edge of the lid 12, and the reinforcing member 12a is rotatably attached to the reinforcing member 11a fixed to the edge of the form body 11 via a hinge 13 together with the IE 12. There is. Also, M12 reinforcement material 1
2b and the reinforcing member 11b fixed to the opening edge of the main body 11 pass through the pin 14 and are locked together. 15 is a reinforcing material, and the reinforcing materials 11a, llb, and 12a are mentioned above.

12bと同様に型枠本体1】の母線に沿ってその全長に
わたり延設されている。16は起振用突起であって、型
枠本体11及び1fE12でなる円筒の外周に、周方向
に間隔をおいて多数取付けられている。また上記各補強
材及び起振用突起の型枠本体半径方向の高さはいずれも
ほぼ等しく構成されている。
Like 12b, it extends over the entire length of the formwork body 1 along its generatrix. Reference numeral 16 denotes vibration-exciting protrusions, which are attached in large numbers at intervals in the circumferential direction on the outer periphery of the cylinder formed by the form body 11 and 1fE12. Further, the heights of each of the reinforcing members and the vibration protrusions in the radial direction of the mold body are substantially equal.

17は環状部材としてのリングであって、一端を互いに
回動可能に軸着した2弧の半円環よりなり、他端には結
合孔17aを設け、ピン等を貫通することによって型枠
10に外嵌して固定する(第2図(a)、 (b)参照
)。このリング17は型枠10の長手方向において複数
個が外嵌され、型枠回転用ローラ21.22と転接する
ことにより型枠を回転させるようになっている。なお結
合孔17aは型枠10の軸に平行な方向を向いているが
、この向きはリング17の接線に平行をなしてもよいし
、他の向きであってもよい。そして、これに装入される
ピン等の形状、構造は、型枠10の回転時に離脱しない
ものであれば各種のものを採用できる。さらに、そのピ
ン等の挿脱は、必要によりエアシリンダ等の機械力を用
いてなすことも予定される。
Reference numeral 17 denotes a ring as an annular member, which is composed of two arcuate semicircular rings with one end rotatably attached to each other, and a connecting hole 17a is provided at the other end, and a pin or the like can be passed through the ring to connect the formwork 10. Fit it onto the outside and fix it (see Figure 2 (a) and (b)). A plurality of rings 17 are fitted around the formwork 10 in the longitudinal direction thereof, and rotate the formwork by rolling into contact with the formwork rotation rollers 21 and 22. Although the coupling hole 17a is oriented in a direction parallel to the axis of the formwork 10, this direction may be parallel to the tangent to the ring 17 or may be in another direction. Various shapes and structures of the pins etc. inserted therein can be adopted as long as they do not come off when the formwork 10 is rotated. Furthermore, it is also planned that the insertion and removal of the pins, etc., will be performed using mechanical force such as an air cylinder, if necessary.

ローラ21,22はゴムタイヤを装着しており、このう
ちローラ21はベルト24及びプリー25を介してモー
タ23に駆動されるシャフト26に固着されて定位置に
おいて回転し、ローラ22はシャフト26と直角方向(
矢印方向)に移動可能な基台27に回転自在に支承され
ている。
The rollers 21 and 22 are equipped with rubber tires, of which the roller 21 is fixed to a shaft 26 driven by a motor 23 via a belt 24 and a pulley 25 and rotates in a fixed position, and the roller 22 is fixed at a right angle to the shaft 26. direction(
It is rotatably supported on a base 27 which is movable in the direction of the arrow.

以上のような構成の設備においてパイル、ヒユーム管、
電柱等のコンクリート製品を成形する手順としては、先
ず型枠本体11を、その開口部を上に向けた状態とし蓋
12を開いておく。次に鉄筋を本体ll内へ挿入し、こ
の鉄筋にプレストレスを付加する場合はそのための治具
を取付けた後、未硬化コンクリートを装入する。この装
入は型枠本体11の長手方向にわたって行われるが、本
体11は断面が優弧をなすため開口部の縁の位置も高く
、従って所定量のコンクリートを装入しても縁の高さま
で溢れることはなく、M12を閉じたときに細骨材を噛
込むことは生じない。
In equipment with the above configuration, piles, hump pipes,
The procedure for forming a concrete product such as a telephone pole is first to place the form body 11 in a state with its opening facing upward and to open the lid 12. Next, reinforcing bars are inserted into the main body 11, and if prestressing is to be applied to these reinforcing bars, a jig for this purpose is attached, and unhardened concrete is then charged. This charging is carried out along the length of the form body 11, but since the body 11 has a well-curved cross section, the edge of the opening is located high, so even if a predetermined amount of concrete is charged, it will not reach the height of the edge. There will be no overflow, and no fine aggregate will be caught when M12 is closed.

コンクリートの装入が終了したら、M12を閉じ、リン
グ17を型枠10に外嵌し、ピン等を結合孔17aに貫
通して固定する。次いで型枠10をローラ21,22上
に互いに軸方向が平行となるように、且つリング17が
ローラ21,22と転接するように載置し、モータ23
を駆動してローラ21を介し型枠10を回転させる。回
転する型枠は内部のコンクリートを遠心力によって締固
め、遠心力成形を行う。
When charging of concrete is completed, M12 is closed, the ring 17 is fitted onto the formwork 10, and a pin or the like is passed through the joint hole 17a and fixed. Next, the formwork 10 is placed on the rollers 21 and 22 so that the axial directions are parallel to each other and the ring 17 is in rolling contact with the rollers 21 and 22.
is driven to rotate the formwork 10 via the rollers 21. The rotating formwork uses centrifugal force to compact the concrete inside and perform centrifugal forming.

コンクリートが硬化したら型枠10からリング17を開
いて取外し、型枠を養生工程へ送る。リング17の開き
方は、両半内部をジヤツキ等により引っ張り、又は押し
開く等の手段による。また結合孔17aを上にして、下
に位置する枢着部を下からジヤツキアップする手段によ
って両半内部を開くこともできる。リング17を取外し
た型枠10は、リング170半径方向の厚さの2倍だけ
その直径を縮小したことになり、従来のリングを固着し
たままの型枠に比べて、その養生工程における収容数量
は著しく増加する。一方、取外されたリング17は未硬
化コンクリートを装入され、次に遠心力成形される型枠
に取付けられる。また、このコンクリート製品製造ライ
ンにおいて必要とされるリングの数量は、遠心力成形工
程が終ると取外して他の型枠に使用できるので、従来例
の全型枠に固着した場合と比べ、はるかに少数で足りる
ことになる。
Once the concrete has hardened, the ring 17 is opened and removed from the formwork 10, and the formwork is sent to a curing process. The ring 17 can be opened by pulling or pushing the inside of both halves open using jacks or the like. It is also possible to open the interiors of both halves by turning the joint hole 17a upward and jacking up the pivot joint located below from below. The diameter of the formwork 10 from which the ring 17 has been removed has been reduced by twice the radial thickness of the ring 170, and the capacity of the formwork during the curing process has been reduced compared to the conventional formwork with the ring still attached. increases significantly. On the other hand, the removed ring 17 is charged with uncured concrete and then attached to a formwork for centrifugal forming. In addition, the number of rings required in this concrete product manufacturing line is far smaller than the conventional case where they are fixed to all formworks, as they can be removed and used in other formworks after the centrifugal force forming process is completed. A small number will suffice.

コンクリートを遠心力成形する場合に、製品によっては
コンクリートを均質に締固めて成形する目的から型枠を
回転させると同時に振動を付加することが行われる。こ
の場合は、第3図に示すように、型枠10を起振用突起
16を設けた位置でローラ21,22と転接するごとく
載置する。第3.4図ではリング17を型枠10に装着
しているが、ここではこれを用いなくともよい。なぜな
ら、リング17は型枠10に振動を与えることなく回転
させるためのものだからである。
When forming concrete by centrifugal force, depending on the product, vibrations are applied at the same time as the formwork is rotated in order to uniformly compact and form the concrete. In this case, as shown in FIG. 3, the formwork 10 is placed in rolling contact with the rollers 21 and 22 at the position where the vibration protrusion 16 is provided. Although the ring 17 is attached to the formwork 10 in FIG. 3.4, it is not necessary to use it here. This is because the ring 17 is used to rotate the formwork 10 without imparting vibrations.

次に、横フレーム29に軸着した上部ローラ28を適当
な圧力で型枠10に押付けるように、主柱30とこれに
軸着した横フレーム29との間に介装した流体圧シリン
ダ31を作動させる(第4図参照)。このとき、ローラ
22の位置は、型枠10の外径と横フレーム29の主柱
30との開き角度によって適当に基台27を移動させて
きめる。
Next, a fluid pressure cylinder 31 is interposed between the main column 30 and the horizontal frame 29 pivoted thereto so as to press the upper roller 28 pivoted on the horizontal frame 29 against the formwork 10 with an appropriate pressure. (See Figure 4). At this time, the position of the roller 22 is determined by appropriately moving the base 27 depending on the outer diameter of the formwork 10 and the opening angle between the main pillar 30 of the horizontal frame 29.

上部ローラ28で型枠10を押付けるのは、型枠10を
、起振用突起16を設けた凹凸の外周上でローラ21.
22と転接させて型枠10に振動を与えたときに生じる
型枠の跳動を抑制するためである。
The formwork 10 is pressed by the upper roller 28 when the formwork 10 is pressed by the rollers 21.
This is to suppress bouncing of the formwork that occurs when vibration is applied to the formwork 10 by making contact with the formwork 22.

、以上のように載置した型枠10を前述のようにモータ
23の駆動により回転させると同時に振動を与えること
ができ、コンクリートを均質に締固めて遠心力成形する
ことができる。
The formwork 10 placed in the above manner can be rotated by the motor 23 as described above and vibrated at the same time, so that the concrete can be uniformly compacted and formed by centrifugal force.

また、型枠10と転接する各ローラ21,22゜28に
はゴムタイヤが設けられているため、回転時の騒音が小
さく、かつ衝撃も緩和されて型枠10に損傷を与えない
Moreover, since each roller 21, 22° 28 that comes into rolling contact with the formwork 10 is provided with a rubber tire, the noise during rotation is small and the impact is alleviated, so that the formwork 10 is not damaged.

なお、リング17の外周面には、ローラ21゜22との
回転の際にすべりが生じないように、例えばしぼ目を形
成した防振ゴム板を取付ける等の手段を施すことが好ま
しい。
It is preferable to provide the outer circumferential surface of the ring 17 with means such as attaching a vibration-proof rubber plate with wrinkles to prevent slippage during rotation with the rollers 21 and 22.

〔発明の効果] 以上説明したように、この発明によれば、型枠を支承し
て回転せしめるローラと転接するために、該型枠の外周
の周方向に外嵌する環状部材を着脱可能に設けた型枠と
したために、養生工程における収容数量が著増して生産
性が大幅に向上し、また環状部材は少数で足りるため、
その設備費が小さいといった効果が得られる。また、型
枠外周に起振用の突起が形成されているものにあっては
、環状部材の装着により回転だけの成形をすることがで
き、また環状部材の取外しによって回転と振動との両方
による成形をすることができる。
[Effects of the Invention] As explained above, according to the present invention, the annular member that fits around the outer periphery of the formwork in the circumferential direction can be detachably attached in order to make rolling contact with the rollers that support and rotate the formwork. Because of the built-in formwork, the capacity in the curing process is significantly increased, which greatly improves productivity, and because only a small number of annular members are needed,
The effect is that the equipment cost is small. In addition, for molds with vibration protrusions formed on the outer periphery of the formwork, it is possible to perform molding by rotation alone by attaching an annular member, and by removing the annular member, molding can be performed by both rotation and vibration. Can be molded.

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

第1図は本発明に係る成形用型枠の断面図、第2図(a
)は実施例の環状部材の正面図、同図中)は同図(al
のA矢視図、第3図は実施例の要部上面図、第4図は第
3図におけるB−B矢視図、第5図は従来例の側面図、
第6図は第5図におけるC−C断面図、第7図は第6図
におけるD−D部分断面図である。 I、10・・・・・・型枠、8,17・・・・・・環状
部材、9a、9b、21 、 22−−−−・−1:l
−ラ。 特許出願人   北 村   博 代理人 弁理士 森   哲 也 代理人 弁理士 内 応 嘉 昭 代理人 弁理士 清 水   正 第4図
FIG. 1 is a sectional view of a molding frame according to the present invention, and FIG.
) is a front view of the annular member of the example, and (in the same figure) is the same figure (al
3 is a top view of the main part of the embodiment, FIG. 4 is a view taken along the line B-B in FIG. 3, and FIG. 5 is a side view of the conventional example.
6 is a sectional view taken along line CC in FIG. 5, and FIG. 7 is a partial sectional view taken along line DD in FIG. 6. I, 10... Formwork, 8, 17... Annular member, 9a, 9b, 21, 22-----1:l
-La. Patent Applicant Hiroshi Kitamura Agent Patent Attorney Tetsuya Mori Attorney Yoshiaki Uchi Patent Attorney Tadashi Shimizu Figure 4

Claims (1)

【特許請求の範囲】[Claims] 円筒形の型枠を支承して回転せしめるローラと転接する
ために該型枠の外周に、周方向に外嵌する環状部材を着
脱可能に設けたことを特徴とするコンクリートの遠心力
成形用型枠。
A mold for centrifugal force forming of concrete, characterized in that an annular member that fits in the circumferential direction is removably provided on the outer periphery of a cylindrical formwork in order to make rolling contact with a roller that supports and rotates the cylindrical formwork. frame.
JP22048486A 1986-09-18 1986-09-18 Formwork for centrifugal-force molding of concrete Pending JPS6374604A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22048486A JPS6374604A (en) 1986-09-18 1986-09-18 Formwork for centrifugal-force molding of concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22048486A JPS6374604A (en) 1986-09-18 1986-09-18 Formwork for centrifugal-force molding of concrete

Publications (1)

Publication Number Publication Date
JPS6374604A true JPS6374604A (en) 1988-04-05

Family

ID=16751803

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22048486A Pending JPS6374604A (en) 1986-09-18 1986-09-18 Formwork for centrifugal-force molding of concrete

Country Status (1)

Country Link
JP (1) JPS6374604A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03155553A (en) * 1989-08-01 1991-07-03 Fuji Photo Film Co Ltd Damping waterless photosensitive planographic printing original plate

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS538693U (en) * 1976-07-06 1978-01-25

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS538693U (en) * 1976-07-06 1978-01-25

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03155553A (en) * 1989-08-01 1991-07-03 Fuji Photo Film Co Ltd Damping waterless photosensitive planographic printing original plate

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