JPH028011A - Concrete form device of centrifugal concrete molder - Google Patents

Concrete form device of centrifugal concrete molder

Info

Publication number
JPH028011A
JPH028011A JP15802588A JP15802588A JPH028011A JP H028011 A JPH028011 A JP H028011A JP 15802588 A JP15802588 A JP 15802588A JP 15802588 A JP15802588 A JP 15802588A JP H028011 A JPH028011 A JP H028011A
Authority
JP
Japan
Prior art keywords
concrete
formwork
concrete form
discs
centrifugal
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.)
Granted
Application number
JP15802588A
Other languages
Japanese (ja)
Other versions
JPH0749694B2 (en
Inventor
Tatsuya Wakizaka
脇坂 達也
Yasuyoshi Nagai
永井 康淑
Yasuo Inoue
康夫 井上
Yasushi Hamada
耕史 浜田
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP63158025A priority Critical patent/JPH0749694B2/en
Publication of JPH028011A publication Critical patent/JPH028011A/en
Publication of JPH0749694B2 publication Critical patent/JPH0749694B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PURPOSE:To produce a hollow dense column excellent in strength without employing a double concrete form by a method wherein a concrete form having a rectangular cross-section is supported by discs and turning force is given to the turning wheel or driving wheel of a centrifugal concrete molder. CONSTITUTION:A concrete form device 1 consists of a concrete form 2 having a rectangular cross-section, which is constituted by generally and strongly assembling panels into a cube having quadrilaterals, discs 3, in each of which an opening to fit the concrete form therein is bored, and bars 4, which are inserted in the concrete form 2. The discs 3 are respectively fitted to both the ends of the concrete form 2 under the condition that the axial center of the concrete form coincides with the center of each disc 3. The concrete form 2 is turned by turning the discs 3. A centrifugal concrete molder 7 has turning wheels 8 and 8a. The turning wheel 8 is connected with a belt 11 to a driving wheel 10. In order to manufacture a hollow square column, the concrete form device 1 is installed horizontally with the portions of the discs thereon. After that, concrete is charged in the concrete form 2. After the near solidification of the concrete, the molder 7 is stopped for demolding.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は中空な断面矩形状を有し、かつ主筋を後から配
設することのできる柱体を得るための遠心コンクリート
成形機の型枠装置に関する。
Detailed Description of the Invention (Industrial Application Field) The present invention relates to a formwork for a centrifugal concrete forming machine for obtaining a column having a hollow rectangular cross section and onto which main reinforcing bars can be installed later. Regarding equipment.

(従来の技術) 近年、鉄筋コンクリート構造物の施工効率がよく、ある
いは良質なコンクリート製品が得られる等の理由で、高
層建築物にもプレキャストコンクリートが使用されてい
る。
(Prior Art) In recent years, precast concrete has been used in high-rise buildings because of its high construction efficiency for reinforced concrete structures and its ability to produce high-quality concrete products.

そして、プレキャストコンクリート柱の柱・梁仕口部や
柱同士を軸方向に連結接続するためにプレキャストコン
クリート製中空柱体を用いている場合が増えてきている
Increasingly, precast concrete hollow columns are being used to connect the column/beam joints of precast concrete columns and the columns together in the axial direction.

このような中空柱体は遠心コンクリート成形機で作るの
が一般的であり、型枠を回転させながら、型枠内にコン
クリートを投入すると、コンクリートは遠心力によって
型枠内壁面にきつく密着しながらそのまま硬化し、内部
中空の柱体を得る。
Such hollow columns are generally made using a centrifugal concrete forming machine, and when concrete is poured into the formwork while rotating, the concrete adheres tightly to the inner wall of the formwork due to centrifugal force. It is cured as it is to obtain a hollow column.

上記型枠は回転させる関係上筒型が一般的であった。The above-mentioned formwork was generally of a cylindrical type because it was rotated.

(発明が解決しようとする課題) しかし、建物の柱は断面矩形に形成されているものが普
通であり、立方形に組まれた柱型枠を遠心成形機で回転
しているものはなかった。
(Problem to be solved by the invention) However, building columns are usually formed with a rectangular cross section, and there has never been one in which a cubic column form is rotated using a centrifugal forming machine. .

本発明は叙述した事情に鑑みてなされたものであって、
その目的は断面矩形状のプレキャスト製中空柱体であっ
て、他の部材との接合を容易にするため、任意形状およ
び任意長さの鉄筋を後から配設できるように形成する遠
心コンクリート成形機の型枠装置を提供するにある。
The present invention has been made in view of the circumstances described above, and
The object is a precast hollow column with a rectangular cross section, and a centrifugal concrete forming machine that forms it so that reinforcing bars of any shape and length can be later installed to facilitate connection with other members. to provide formwork equipment.

(課題を解決するための手段) 上記目的を達成するために、本発明に係る遠心コンクリ
ート成形機の型枠装置は、横置きにした型枠を回転させ
るための駆動輪を具えた遠心コンクリート成形機の該型
枠が、断面矩形に構成した函体状の型枠と、これの中心
軸に一致させて取り付けた円盤と、該型枠内の軸方向に
通した棒体とからなり、該駆動輪の回転出力を該円盤で
受けて該型枠が回転するようにした。
(Means for Solving the Problems) In order to achieve the above object, a formwork device for a centrifugal concrete forming machine according to the present invention includes a centrifugal concrete forming machine equipped with a drive wheel for rotating a horizontally placed formwork. The formwork of the machine consists of a box-like formwork with a rectangular cross section, a disk attached to the center axis of the formwork, and a rod passed through the formwork in the axial direction. The formwork was made to rotate by receiving the rotational output of the drive wheel by the disk.

(作 用) 断面矩形に構成した函体状の型枠と円盤が同心であり、
この円盤を回転させたとき、型枠も一体に回転して型枠
内部に均等な遠心力が働く。型枠を回転させながらコン
クリートを投入すると、遠心力でコンクリートが型枠内
壁に密実に押圧付勢されながら固化する。
(Function) The box-shaped formwork with a rectangular cross section and the disk are concentric,
When this disk is rotated, the formwork also rotates and an even centrifugal force acts inside the formwork. When concrete is poured into the formwork while rotating, the centrifugal force presses the concrete closely against the inner walls of the formwork and solidifies it.

そのとき、型枠内に予め挿通しておいた棒体は遠心力の
作用によって型枠内の隅角位置に保持され、投入された
コンクリートによってそのままの位置に固定される。
At this time, the rods that have been inserted into the formwork in advance are held at corner positions within the formwork by the action of centrifugal force, and are fixed in that position by the poured concrete.

(実 施 例) 以下、本発明の好適な実施例について図面を参照して詳
細に説明する。
(Embodiments) Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings.

第1図に型枠装置1の概略を示す。この型枠装置1は概
ねパネルを四角な立方体形に強固に組んで構成した断面
矩形状の型枠2と、これを嵌入する開口を穿設した円盤
3と、型枠2の中に挿通した断面が直角三角形状の棒体
4とから成る。
FIG. 1 shows an outline of the formwork device 1. This formwork device 1 includes a formwork 2 with a rectangular cross section that is constructed by firmly assembling panels into a square cube shape, a disk 3 with an opening into which it is inserted, and a disk 3 that is inserted into the formwork 2. It consists of a rod 4 having a right triangular cross section.

型枠2は回転時に内部に投入するコンクリートの遠心力
に充分に耐える強度を必要とする。そして、この型枠2
の軸方向中心と円盤3の中心とが合うようにして型枠2
の両端に夫々円盤3を嵌着している。
The formwork 2 needs to have sufficient strength to withstand the centrifugal force of concrete thrown into it during rotation. And this formwork 2
Place the formwork 2 in such a way that the axial center of the disk 3 matches the center of the disk 3.
Discs 3 are fitted on each end of the disc.

円盤3を回転させることにより型枠2が回転する。By rotating the disk 3, the formwork 2 is rotated.

更に型枠2の中には、予め断面直角三角形の棒体4を4
本挿通しておく。これは型枠2を回転させたときの遠心
力に任せて型枠2内の隅角部に納まるものである。
Furthermore, four rods 4 having a right triangular cross section are placed in the formwork 2 in advance.
Insert the book. This is placed in the corner of the formwork 2 by the centrifugal force generated when the formwork 2 is rotated.

その詳細を図中■−■矢視線による方向で第2図に示す
The details are shown in FIG. 2 in the direction indicated by the arrows ■-■ in the figure.

型枠2の中には、ドーナツ状のスペーサ(通称ドーナツ
)5を嵌入して型枠2の内壁面から適正な間隔をとった
フープ筋6が配しである。
In the formwork 2, a hoop line 6 is arranged with a doughnut-shaped spacer (commonly known as a donut) 5 fitted thereinto at an appropriate distance from the inner wall surface of the formwork 2.

第3図に遠心コンクリート成形機7と上記型枠装置1と
を併せて示し、遠心コンクリート成形機7は左右に間隔
を空けて配置した回転輪8−8aを有し、一方の回転輪
8はモータ9の出力軸に取り付けた駆動輪10とベルト
11で連結している。
FIG. 3 shows the centrifugal concrete forming machine 7 and the above-mentioned formwork device 1 together. It is connected by a belt 11 to a drive wheel 10 attached to the output shaft of a motor 9.

しかして、中空な角柱を製造するに際しては、型枠装置
1は成形機7の回転輪8−8a間に円盤3の部分を乗せ
て横置きにする。
Therefore, when manufacturing a hollow prismatic column, the formwork device 1 is placed horizontally with the disk 3 placed between the rotating wheels 8-8a of the molding machine 7.

それから型枠2内部にコンクリートを投入し、型枠2の
両側端面を閉止する。閉止するには鉄板または板材を型
枠2の側面にビス止めする。
Then, concrete is poured into the formwork 2, and both end faces of the formwork 2 are closed. To close the formwork, an iron plate or plate material is screwed to the side of the formwork 2.

コンクリートの投入は型枠2の側面からでもよいし、型
枠2の一部に閉塞可能な開口を設けておいて、この開口
からでもよいが、型枠2の側端面を閉止する鉄板の中心
にコンクリート圧送ホースを回転自在に連結し、型枠2
を回転させて棒体4が遠心力で隅角部に移動した後、更
に回転速度を上げながらコンクリートを投入する。
Concrete may be poured from the side of the formwork 2, or from a closable opening provided in a part of the formwork 2, but the concrete may be poured from the center of the iron plate that closes the side end face of the formwork 2. A concrete pressure hose is rotatably connected to the formwork 2.
After rotating the rod 4 and moving it to the corner by centrifugal force, concrete is poured in while further increasing the rotational speed.

遠心力によりコンクリートは凝集され、余剰な水は型枠
の端から流出される。高品質なコンクリートを得るため
に回転中に余剰水をできるだけ多く排出することが望ま
しい。
Centrifugal force causes the concrete to coagulate and excess water drains from the edges of the formwork. It is desirable to drain as much excess water as possible during rotation to obtain high quality concrete.

コンクリートがほぼ固化したならば遠心コンクリート成
形機7を止め、脱型する。脱型すると、第4図の如き製
品が得られる。これは遠心力によって内部に円柱状の空
間を有する四角柱12である。
When the concrete is almost solidified, the centrifugal concrete molding machine 7 is stopped and the concrete is demolded. After demolding, a product as shown in FIG. 4 is obtained. This is a square prism 12 that has a cylindrical space inside due to centrifugal force.

その四隅には棒体4を後から抜出して得た断面が矩形な
スプライン状の切欠き13を具える。この切欠き13に
沿って柱主筋14を通すことができる。なお棒体4の表
面には例えばテフロン塗膜を塗布形成しておくとか、あ
るいは油脂などの縁切り剤を塗布しておくと、後からの
抜出が容易になる。
Its four corners are provided with spline-shaped notches 13 with a rectangular cross section obtained by extracting the rod 4 from behind. The column main reinforcement 14 can be passed along this notch 13. Note that if the surface of the rod 4 is coated with a Teflon coating, or an edge cutting agent such as oil or fat is applied, it will be easier to remove it later.

次に、本発明の他の実施例を説明する。Next, another embodiment of the present invention will be described.

第5図は第1図の■−■矢視線で示す部位と同じ箇所の
端面図であって四角柱12aの断面形状が長方形であり
、棒体4aの断面形状が前出の棒体4に較べ、扇形にな
っている以外は、前述の実施例とほぼ同様なので、相違
点についてだけ以下に説明する。
FIG. 5 is an end view of the same part as shown by the arrows ■-■ in FIG. In comparison, it is almost the same as the previous embodiment except for the fan shape, so only the differences will be described below.

先づ、型砕2内に扇形断面の棒体4aを取付け、四角柱
12aの短辺の厚みaが所要厚になるように、型枠2内
にコンクリートを挿入しながら型枠2を回転させる。
First, a rod 4a with a fan-shaped cross section is installed in the mold crusher 2, and the mold 2 is rotated while inserting concrete into the mold 2 so that the short side thickness a of the square pillar 12a becomes the required thickness. .

同図中の(1)図でコンクリートがある程度硬化した状
態で、四角柱12aの長辺の厚みbが薄くなることから
、この部分が所要厚になるようにコンクリートを追加し
ながら型枠2を回転させる((2)図)。
In figure (1) of the same figure, when the concrete has hardened to some extent, the thickness b of the long side of the square column 12a becomes thinner, so the formwork 2 is added while adding concrete so that this part has the required thickness. Rotate it (Figure (2)).

同図中の(3)図は同(2)図でコンクリート硬化後、
扇形断面の棒体4aと型枠2とを脱型したもので、四隅
に切欠き13空間を有する断面長方形状の四角柱12a
の製品が得られる。
Figure (3) in the same figure is the same figure (2) after the concrete hardens.
A square column 12a having a rectangular cross section and having notches 13 spaces at the four corners, which is obtained by demolding the rod body 4a having a fan-shaped cross section and the formwork 2.
of products are obtained.

(効 果) 以上詳細に説明したように、本発明の型枠装置によれば
、断面矩形に構成した型枠を同軸心位置にて円盤で担持
するので、遠心コンクリート成形機の回転輪、あるいは
駆動輪に型枠の円盤部分を乗せるようにして回転力を付
与できるので、内型枠などを設けた二重型枠を使用せず
に、しがも密実で強度に優れた断面矩形状の中空な柱体
を形成することができる。
(Effects) As explained in detail above, according to the formwork device of the present invention, the formwork configured to have a rectangular cross section is supported by a disk at a coaxial center position, so that Since rotational force can be applied by placing the disk part of the formwork on the drive wheel, it is possible to create a shape with a rectangular cross section that is dense and strong, without using a double formwork with an inner formwork etc. A hollow column can be formed.

また、型枠内に棒体を挿通しておき、遠心力を利用して
隅角部に収めるので、格別に型枠内に係止する必要がな
く、コンクリート打設後の抜出を容易にする。更に棒体
を抜いた後に残る切欠き内には現場の状況に合わせて任
意の長さの柱主筋であって、その径も任意に選び、かつ
適正なコンクリート被り厚で配筋できるので、柱・梁仕
口部の接合に便利であり、プレキャストコンクリートを
使用した施工に最適な柱体を提供できるものである。
In addition, since the rod is inserted into the formwork and placed in the corner using centrifugal force, there is no need to specifically lock it in the formwork, making it easy to remove it after concrete is poured. do. Furthermore, in the notch that remains after the rod is removed, there is a column main reinforcement of any length depending on the site situation, and the diameter can be selected arbitrarily and the reinforcement can be arranged with an appropriate concrete cover thickness, so the column reinforcement・It is convenient for joining beam joints, and can provide a column body that is ideal for construction using precast concrete.

更に、断面長方形の中空な柱体を形成する事も可能であ
り、この中空部分の隅角に形成する切欠きは棒体の断面
形状を選ぶことにより、主筋を通すために最適な形にで
きる効果がある。
Furthermore, it is also possible to form a hollow column with a rectangular cross section, and by selecting the cross-sectional shape of the bar, the notches formed at the corners of this hollow part can be made into the optimal shape for passing the main reinforcement. effective.

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

図は何れも本発明の実施例に係り、第1図は遠心コンク
リート成形機の型枠装置を示す斜視図、第2図は第1図
の■−■矢視線で示す端面図、第3図は遠心コンクリー
ト成形機に型枠装置を配置した状態を説明する側面図、
第4図は本発明によって得られた中空柱体を例示する斜
視図、第5図は他の実施例に係る型枠装置の断面を示し
、併せてその使用過程を(1)乃至(3)に順次に示し
た断面図である。 10・・・駆動輪 12・・・四角柱 14・・柱主筋 11・・・ベルト 13・・・切欠き
The drawings all relate to embodiments of the present invention, and Fig. 1 is a perspective view showing a formwork device of a centrifugal concrete forming machine, Fig. 2 is an end view shown along the line of arrows ■-■ in Fig. 1, and Fig. 3. is a side view illustrating the state in which the formwork device is placed in the centrifugal concrete forming machine;
FIG. 4 is a perspective view illustrating a hollow columnar body obtained by the present invention, and FIG. 5 is a cross-sectional view of a formwork device according to another embodiment, and also describes the process of its use (1) to (3). FIG. 10... Drive wheel 12... Square column 14... Column main reinforcement 11... Belt 13... Notch

Claims (1)

【特許請求の範囲】[Claims] (1)横置きにした型枠を回転させるための駆動輪を具
えた遠心コンクリート成形機の該型枠は、断面矩形に構
成した函体状の型枠と、これの中心軸に一致させて取り
付けた円盤と、該型枠内の軸方向に通した棒体とからな
り、該駆動輪の回転出力を該円盤で受けて該型枠が回転
するようにしたことを特徴とする遠心コンクリート成形
機の型枠装置。
(1) The formwork of a centrifugal concrete forming machine is equipped with a drive wheel for rotating the formwork placed horizontally. Centrifugal concrete molding comprising an attached disk and a rod passing through the formwork in the axial direction, and the formwork is rotated by receiving the rotational output of the drive wheel by the disk. Machine formwork equipment.
JP63158025A 1988-06-28 1988-06-28 Hollow precast concrete member and centrifugal concrete forming machine Expired - Fee Related JPH0749694B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63158025A JPH0749694B2 (en) 1988-06-28 1988-06-28 Hollow precast concrete member and centrifugal concrete forming machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63158025A JPH0749694B2 (en) 1988-06-28 1988-06-28 Hollow precast concrete member and centrifugal concrete forming machine

Publications (2)

Publication Number Publication Date
JPH028011A true JPH028011A (en) 1990-01-11
JPH0749694B2 JPH0749694B2 (en) 1995-05-31

Family

ID=15662631

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63158025A Expired - Fee Related JPH0749694B2 (en) 1988-06-28 1988-06-28 Hollow precast concrete member and centrifugal concrete forming machine

Country Status (1)

Country Link
JP (1) JPH0749694B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0230504A (en) * 1988-07-21 1990-01-31 Taisei Corp Manufacture of precast concrete member

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4969717U (en) * 1972-09-30 1974-06-18
JPS61261555A (en) * 1985-05-15 1986-11-19 大成建設株式会社 Reinforced concrete member
JPS62242053A (en) * 1986-04-10 1987-10-22 大成建設株式会社 Construction method of precast reinforced concrete pillar
JPS63130838A (en) * 1986-11-21 1988-06-03 シーエフ工業株式会社 Hollow pillar made of precast concrete
JPS6472806A (en) * 1987-09-14 1989-03-17 Nippon Concrete Ind Co Ltd Manufacture of mortar square tube and its mold

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4969717U (en) * 1972-09-30 1974-06-18
JPS61261555A (en) * 1985-05-15 1986-11-19 大成建設株式会社 Reinforced concrete member
JPS62242053A (en) * 1986-04-10 1987-10-22 大成建設株式会社 Construction method of precast reinforced concrete pillar
JPS63130838A (en) * 1986-11-21 1988-06-03 シーエフ工業株式会社 Hollow pillar made of precast concrete
JPS6472806A (en) * 1987-09-14 1989-03-17 Nippon Concrete Ind Co Ltd Manufacture of mortar square tube and its mold

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0230504A (en) * 1988-07-21 1990-01-31 Taisei Corp Manufacture of precast concrete member
JPH0520247B2 (en) * 1988-07-21 1993-03-19 Taisei Kensetsu Kk

Also Published As

Publication number Publication date
JPH0749694B2 (en) 1995-05-31

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