JPH0466163B2 - - Google Patents

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Publication number
JPH0466163B2
JPH0466163B2 JP23257988A JP23257988A JPH0466163B2 JP H0466163 B2 JPH0466163 B2 JP H0466163B2 JP 23257988 A JP23257988 A JP 23257988A JP 23257988 A JP23257988 A JP 23257988A JP H0466163 B2 JPH0466163 B2 JP H0466163B2
Authority
JP
Japan
Prior art keywords
concrete
formwork
rod
column
side plates
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
JP23257988A
Other languages
Japanese (ja)
Other versions
JPH0280205A (en
Inventor
Juichi Takeda
Tatsuya Wakizaka
Kenzo Yoshioka
Yasuhiko Masuda
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 JP23257988A priority Critical patent/JPH0280205A/en
Publication of JPH0280205A publication Critical patent/JPH0280205A/en
Publication of JPH0466163B2 publication Critical patent/JPH0466163B2/ja
Granted legal-status Critical Current

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  • Rod-Shaped Construction Members (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

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用の型枠装置に関する。
[Detailed Description of the Invention] <<Industrial Application Field>> The present invention provides a mold 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. It relates to a frame device.

《従来の技術》 近年、鉄筋コンクリート構造物の旋工効率がよ
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ヤストコンク
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 turning efficiency for reinforced concrete structures and its ability to produce high-quality concrete products.

そして、プレキヤ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、
プレキヤ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。
Then, in order to connect the column/beam joints of the precast concrete columns and the columns together in the axial direction,
Hollow columns made of precast concrete are increasingly being used.

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つ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. While continuing to cure, a hollow column is obtained.

上記型枠は回転させる関係上筒型が一般的であ
つた。
The molds mentioned above were generally cylindrical in shape because they were 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つた。
《Problem to be solved by the invention》 However, the pillars of buildings are usually formed with a rectangular cross section, and there has never been one in which a cubic-shaped pillar form is rotated by 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
あつて、その目的は他の部材との接合を容易にす
るため、任意長さの鉄筋を後から隅角部に配筋で
きるように形成するとともに、コンクリート被り
厚やその中性化に左右されないフープ筋を具えた
断面矩形状のプレキヤスト製中空柱体を得る遠心
コンクリート成形機用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 its purpose is to form reinforcing bars of arbitrary length so that they can be later placed at corners in order to facilitate connection with other members. Another object of the present invention is to provide a formwork device for a centrifugal concrete molding machine that obtains a precast hollow column having a rectangular cross section and having hoop lines that are not affected by the concrete cover thickness or its neutralization.

《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用の型枠装置は、中空な断面
矩形状の柱体を成形するため、その隅角部成形用
の内型枠として、間隔を空けて立設した複数の脇
板間に棒体を平行に渡して位置決め支持させ、
夫々の該棒体間を連絡囲繞する円軌跡と該棒体と
の間に該棒体の軸方向に沿うスペーサを介設し、
該スペーサに外接するように炭素繊維、アラミド
繊維、ガラス繊維等の補強繊維を巻回し、これら
を囲むように該脇板間に柱体の外型枠を該脇板と
一体的に組んで該補強繊維がフープ筋となるよう
にしたのである。
<<Means for Solving the Problems>> In order to achieve the above object, the formwork device for a centrifugal concrete forming machine according to the present invention has a corner forming method for forming a hollow column having a rectangular cross section. As an inner formwork for use, rods are passed parallel to each other between multiple side boards set up at intervals to position and support them.
A spacer along the axial direction of the rod is interposed between the rod and a circular locus that connects and surrounds each of the rods,
Reinforcing fibers such as carbon fibers, aramid fibers, and glass fibers are wound around the spacer so as to circumscribe the spacer, and the outer form of the column is assembled integrally with the side plates between the side plates so as to surround them. The reinforcing fibers were made to form hoop lines.

《作用》 外型枠を回転させたとき、脇板や棒体も一体に
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外型枠の内壁に密実に押圧付
勢されながら固化する。
《Operation》 When the outer formwork is rotated, the side plates and rods also rotate together, and an even centrifugal force acts inside the formwork. When concrete is poured into the formwork while rotating, the centrifugal force forces the concrete tightly against the inner walls of the outer formwork and solidifies it.

そのとき、外型枠内に予め収められている補強
繊維は、型枠内に投入されたコンクリート中に漸
次に埋もれ、成形機の遠心力によつて打設コンク
リートと一体密実に付着する。
At this time, the reinforcing fibers previously housed in the outer formwork are gradually buried in the concrete poured into the formwork, and are tightly adhered to the poured concrete by the centrifugal force of the forming machine.

後から棒体を取り外せば、外型枠の内面隅角部
に軸方向に通る切り欠きが形成され、更に外型枠
を脱型したとき、断面矩形状の中空なプレキヤス
トコンクリート柱が得られる。このコンクリート
柱には予め補強繊維によるフープ筋が収められて
いることになる。
If the rod is removed later, a notch will be formed in the inner corner of the outer formwork that runs in the axial direction, and when the outer formwork is removed, a hollow precast concrete column with a rectangular cross section will be obtained. . This concrete column will have hoop reinforcement made of reinforcing fibers installed in advance.

《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。
<<Example>> 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外型枠2と、これの両端
を塞ぐ円盤上の脇板3と、外型枠2の中に挿通し
た断面が直角三角形状の棒体4とを具える。
FIG. 1 shows an outline of the formwork apparatus 1. This formwork device 1 consists of an outer formwork 2 with a rectangular cross section, which is constructed by firmly assembling panels into a square cube shape, side plates 3 shaped like discs that close both ends of the outer formwork 2, and The rod 4 is inserted therethrough and has a right triangular cross section.

棒体4の端部は外型枠2の隅角部において打設
コンクリート厚に対応する分だけ内側に位置する
所において脇板3に設けられた貫通孔に挿通支持
されている。
The ends of the rods 4 are inserted into and supported by through holes provided in the side plates 3 at corners of the outer formwork 2, located inward by an amount corresponding to the thickness of the poured concrete.

外型枠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、この外型枠2の軸方向中心と脇板3の中心
とが合うようにして外型枠2の両端に夫々の脇板
3がビス止めしてある。
The outer formwork 2 needs to have sufficient strength to withstand the centrifugal force of the concrete thrown inside during rotation. The side plates 3 are screwed to both ends of the outer frame 2 so that the axial center of the outer frame 2 and the center of the side plates 3 are aligned.

脇板3を回転させることにより外型枠2が回転
する。
By rotating the side plate 3, the outer formwork 2 is rotated.

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 of the arrow in the figure.

外型枠2の中には棒体4のほか、棒体4の外側
の各辺に添設した鋼棒があつて、これをフープ筋
のスペーサ5としている。即ち、外型枠2の四隅
近くに配された棒体4の表面からスペーサ5によ
つて離される位置を通るように、各スペーサ5の
外側を通して炭素繊維などの補強繊維を巻回し、
これをフープ筋6としている。
Inside the outer formwork 2, in addition to the rod 4, there are steel rods attached to each side of the outside of the rod 4, which serve as spacers 5 for the hoop bars. That is, reinforcing fibers such as carbon fibers are wound through the outside of each spacer 5 so as to pass through a position separated by the spacers 5 from the surface of the rod 4 arranged near the four corners of the outer formwork 2.
This is called hoop muscle 6.

フープ筋6はスペーサ5の外側を通る螺旋状に
巻回してもよく、普通鉄筋によるフープ筋を配す
る場合に較べて、スペーサ5を内側へ押えるよう
に堅く巻き付けるだけでよい。その終端は近傍の
スペーサ5に縛り付けるか接着剤を塗布して止め
る。
The hoop reinforcement 6 may be wound spirally around the outside of the spacer 5, and it is only necessary to wrap it tightly so as to press the spacer 5 inward, compared to the case where the hoop reinforcement is made of ordinary reinforcing steel. Its terminal end is fixed by tying it to a nearby spacer 5 or applying adhesive.

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で連絡駆動して
いる。
FIG. 3 shows the centrifugal concrete molding machine 7 and the formwork device 1 together, and the centrifugal concrete molding machine 7 has rotating wheels 8-8a arranged at left and right intervals.
One rotating wheel 8 is driven in communication with a driving wheel 10 attached to the output shaft of a motor 9 by a belt 11.

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間に脇板
3の部分を乗せて横置きすることになる。
However, when manufacturing a hollow prism,
The formwork device 1 is placed horizontally with the side plate 3 placed between the rotating wheels 8-8a of the molding machine 7.

すなわち、外型枠2内部にコンクリートを投入
し、外型枠2の両側端面を閉止する。閉止するに
は脇板3を外型枠2の側面にビス止めする。
That is, concrete is poured into the outer formwork 2 and both end surfaces of the outer formwork 2 are closed. To close it, the side plate 3 is screwed to the side of the outer formwork 2.

コンクリートの投入は外型枠2の側面からでも
よいし、外型枠2の一部に開閉可能な開口を設け
ておいて、この開口からでもよいが、外型枠2の
側端面を完全に閉止する場合には脇板3の中心に
コンクリート圧送ホースを回転自在に装着し、外
型枠2を回転させて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 outer formwork 2, or from an opening that can be opened and closed in a part of the outer formwork 2. When closing, a concrete pressure feeding hose is rotatably attached to the center of the side plate 3, and concrete is poured in while rotating the outer formwork 2 and increasing the rotational speed.

遠心力によりコンクリートは凝集され、余剰な
水は脇板3と外型枠2との隙間などから流出され
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。
The centrifugal force causes the concrete to coagulate, and excess water flows out through the gap between the side panels 3 and the outer formwork 2. 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
つ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. When 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に沿つて柱主筋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.

《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外型枠の内部に収
めた棒体を脇板で支持しているので、棒体の外側
にスペーサを当て、更にその外側に各スペーサ間
を連絡するように補強繊維を緊張巻回することが
できる。それ故に普通鉄筋によるフープ筋の配筋
に較べ、繊維を巻き付けるだけなので極めて作業
効率が高く、また補強繊維は軽くて小径でありな
がら引張強度が強いので、強度に対する信頼性が
高く、その運搬や取扱いの負担も軽い。
<<Effects>> As explained in detail above, according to the formwork apparatus of the present invention, the rod housed inside the outer formwork having a rectangular cross section is supported by the side plates, so that the outside of the rod is supported by the side plates. A spacer can be applied to the spacer, and reinforcing fibers can be wound around the outer side of the spacer under tension so as to connect each spacer. Therefore, compared to hoop reinforcing bars made of ordinary reinforcing bars, the work efficiency is extremely high because the fibers are simply wrapped around them, and the reinforcing fibers are light and have a small diameter, but have high tensile strength, so they are highly reliable in terms of strength, and are easy to transport. The handling burden is also light.

こうして、本発明の型枠装置によつて得られる
中空なプレキヤストコンクリート柱は棒体を外し
た後に切欠きが形成され、柱主筋の収まりもよ
く、また普通鉄筋を使用したフープ筋に較べてか
なり軽く、現場での柱型工事も不要になつて旋工
の省力化、工期短縮には極めて有利である。
In this way, in the hollow precast concrete column obtained by the formwork apparatus of the present invention, a notch is formed after the bar is removed, and the column main reinforcement fits well, and compared to hoop reinforcement using ordinary reinforcing bars. It is quite light and eliminates the need for pillar construction on site, which is extremely advantageous in saving labor and shortening the construction period.

【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用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
明によつて得られた中空柱体を例示する斜視図で
ある。 1……型枠装置、2……外型枠、3……脇板、
4……棒体、5……スペーサ、6……フープ筋、
7……遠心コンクリート成形機、8……回転輪、
9……モータ、10……駆動輪、11……ベル
ト、12……四角柱、13……切欠き、14……
柱主筋。
The drawings all relate to embodiments of the present invention; Fig. 1 is a perspective view showing a formwork device for a centrifugal concrete molding machine, Fig. 2 is an end view indicated by the - arrow line in Fig. 1, and Fig. 3 is FIG. 4 is a side view illustrating a state in which a formwork device is arranged in a centrifugal concrete molding machine, and a perspective view illustrating a hollow column obtained by the present invention. 1...Formwork device, 2...Outer formwork, 3...Side board,
4... Rod body, 5... Spacer, 6... Hoop muscle,
7... Centrifugal concrete forming machine, 8... Rotating wheel,
9...Motor, 10...Drive wheel, 11...Belt, 12...Square column, 13...Notch, 14...
Column main reinforcement.

Claims (1)

【特許請求の範囲】[Claims] 1 中空な断面矩形状の柱体を成形するため、そ
の隅角部成形用の内型枠として、間隔を空けて立
設した複数の脇板間に棒体を平行に渡して位置決
め支持させ、夫々の該棒体間を連絡囲繞する円軌
跡と該棒体との間に該棒体の軸方向に沿うスペー
サを介設し、該スペーサに外接するように炭素繊
維、アラミド繊維、ガラス繊維等の補強繊維を巻
回し、これらを囲むように該脇板間に柱体の外型
枠を該脇板と一体的に組んで該補強繊維がフープ
筋となるようにしたことを特徴とする遠心コンク
リート成形機用の型枠装置。
1. In order to form a hollow column with a rectangular cross section, as an inner mold for forming the corners, a rod is passed in parallel between a plurality of side plates set up at intervals, positioned and supported, A spacer along the axial direction of the rod is interposed between the rod and a circular locus that connects and surrounds each of the rods, and carbon fiber, aramid fiber, glass fiber, etc. is provided so as to circumscribe the spacer. A centrifugal device characterized in that reinforcing fibers are wound around the outer frame of the column between the side plates so as to surround them, and the outer form of the column is integrally assembled with the side plates so that the reinforcing fibers form a hoop line. Formwork equipment for concrete forming machines.
JP23257988A 1988-09-19 1988-09-19 Frame device for centrifugal concrete molding machine Granted JPH0280205A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23257988A JPH0280205A (en) 1988-09-19 1988-09-19 Frame device for centrifugal concrete molding machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23257988A JPH0280205A (en) 1988-09-19 1988-09-19 Frame device for centrifugal concrete molding machine

Publications (2)

Publication Number Publication Date
JPH0280205A JPH0280205A (en) 1990-03-20
JPH0466163B2 true JPH0466163B2 (en) 1992-10-22

Family

ID=16941563

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23257988A Granted JPH0280205A (en) 1988-09-19 1988-09-19 Frame device for centrifugal concrete molding machine

Country Status (1)

Country Link
JP (1) JPH0280205A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TW200540319A (en) * 2004-06-10 2005-12-16 Runhorn Pretech Eng Co Ltd Method for manufacturing pre-cast hollow shell column and forming device thereof

Also Published As

Publication number Publication date
JPH0280205A (en) 1990-03-20

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