JPH0280205A - Frame device for centrifugal concrete molding machine - Google Patents
Frame device for centrifugal concrete molding machineInfo
- Publication number
- JPH0280205A JPH0280205A JP23257988A JP23257988A JPH0280205A JP H0280205 A JPH0280205 A JP H0280205A JP 23257988 A JP23257988 A JP 23257988A JP 23257988 A JP23257988 A JP 23257988A JP H0280205 A JPH0280205 A JP H0280205A
- Authority
- JP
- Japan
- Prior art keywords
- bar
- concrete
- side plate
- outer frame
- outside
- 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
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 33
- 238000000465 moulding Methods 0.000 title abstract description 7
- 125000006850 spacer group Chemical group 0.000 claims abstract description 16
- 239000012783 reinforcing fiber Substances 0.000 claims abstract description 11
- 229920000049 Carbon (fiber) Polymers 0.000 claims abstract description 4
- 239000004917 carbon fiber Substances 0.000 claims abstract description 4
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims abstract description 3
- 238000009415 formwork Methods 0.000 claims description 45
- 229920006231 aramid fiber Polymers 0.000 claims description 2
- 239000000835 fiber Substances 0.000 claims description 2
- 239000011521 glass Substances 0.000 claims 1
- 239000000463 material Substances 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 abstract description 2
- 239000010959 steel Substances 0.000 abstract description 2
- 230000000903 blocking effect Effects 0.000 abstract 1
- 238000004804 winding Methods 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 description 10
- 239000011178 precast concrete Substances 0.000 description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000004809 Teflon Substances 0.000 description 1
- 229920006362 Teflon® Polymers 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000004760 aramid Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000006386 neutralization reaction Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
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 (Field of Industrial Application) The present invention relates to 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 placed 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。In addition, precast concrete hollow columns are increasingly 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ャスト製中空柱
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
The purpose of this is to form reinforcing bars of arbitrary length so that they can be placed at corners later, in order to facilitate connection with other members, and to create hoop reinforcements that are not affected by the concrete cover thickness or its neutralization. To provide a formwork device for a centrifugal concrete molding machine for obtaining a precast hollow column having a rectangular cross section.
(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 Problem) In order to achieve the above object, a formwork device for a centrifugal concrete forming machine according to the present invention is provided for forming a hollow column having a rectangular cross section. As an inner formwork for use, rods are passed in parallel between a plurality of side boards set up at intervals to position and support the rods, and a circular locus connecting and surrounding each of the rods is formed between the rods. A spacer is interposed along the axial direction of the rod, and reinforcing fibers such as carbon fibers, aramid fibers, and glass fibers are wound around the spacer, and a column is placed between the side plates to surround them. The outer formwork was assembled integrally with the side plates so that the reinforcing fibers formed the 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。(Function) When the outer formwork is rotated, the side plates and rods also rotate together, exerting an even centrifugal force 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
形機の遠心力によって打設コンクリートと一体密実に付
着する。At that time, the reinforcing fibers stored in the outer formwork in advance are
It is gradually buried in the concrete poured into the formwork, and adheres tightly to the poured concrete due to the centrifugal force of the molding 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ャ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 is formed in the inner corner of the outer formwork that runs in the axial direction, and when the outer formwork is further removed from the mold, a hollow precast concrete column with a rectangular cross section is 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。(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 device 1. This formwork device 1 includes an outer formwork 2 with a rectangular cross section, which is constructed by firmly assembling panels into a square cube shape, and side plates 3 shaped like discs that close both ends of the outer formwork 2.
and a rod 4 having a right triangular cross section and inserted into the outer formwork 2.
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がビス止めしである。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 indicated by the arrows ■-■ 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
添設した鋼棒があって、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によっ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 outside side of the rod 4, which serve as spacers 5 for the hoop bars. That is, the rods 4 arranged near the four corners of the outer formwork 2
A reinforcing fiber such as carbon fiber is wound around the outside of each spacer 5 so as to pass through a position separated from the surface by the spacer 5, and this is used as a 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 forming machine 7 and the above-mentioned formwork device 1 together. It is connected and driven by a drive wheel 10 attached to the output shaft of a motor 9 and 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。Therefore, when manufacturing a hollow prismatic column, 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,
A part of the outer formwork 2 may be provided with an opening that can be opened and closed, and it may be possible to do so through this opening, but if the side end surface of the outer formwork 2 is to be completely closed, a concrete pressure hose should be placed in the center of the side plate 3. It is rotatably mounted, and the outer formwork 2 is rotated and concrete is poured in while 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.
(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
緊張巻回することかできる。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
か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. Spacers can be placed on the outside, and reinforcing fibers can be wound under tension on the outside so as to communicate between the spacers. Therefore, compared to hoop reinforcement using ordinary reinforcing bars, the work efficiency is extremely high because the fibers are simply wrapped around each other, and since the reinforcing fibers are light and small in diameter, they have high tensile strength, so the reliability of the strength is high.
The burden of transportation and handling is also light.
こうして、本発明の型枠装置によって得られる中空なプ
レキャ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、現場での柱型枠工事
も不要になって施工の省力化、工期短縮には極めて有利
である。In this way, the hollow precast concrete column obtained by the formwork apparatus of the present invention has a notch formed after the rod is removed, the column main reinforcement fits well, and it is considerably lighter than hoop reinforcement using ordinary reinforcing steel. This eliminates the need for column form work on site, which is extremely advantageous in saving labor and shortening the construction period.
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図は本発明によって得られた中空柱体を例示する
斜視図である。
第1図
1・・・・・・型枠装置
3・・・・・・脇 板
5・・・・・・スペーサ
7・・・・・・遠心コンクリ−
8・・・・・・回転輪
10・・・駆動輪
12・・・四角柱
14・・・柱主筋
2・・・・・・外型枠
4・・・・・・棒 体
6・・・・・・フープ筋
ト成形機
9・・・・・・モータ
11・・・ベルト
13・・・切欠き
第
図
第
図The figures all relate to embodiments of the present invention; FIG. 1 is a perspective view showing a formwork device for a centrifugal concrete forming machine, and FIG.
An end view shown by the arrows ■-■ in the figure, FIG. 3 is a side view illustrating the state in which the formwork device is arranged in a centrifugal concrete molding machine, and FIG. 4 is an example of a hollow column obtained by the present invention. FIG. Fig. 1 1... Formwork device 3... Side plate 5... Spacer 7... Centrifugal concrete 8... Rotating wheel 10 ... Drive wheel 12 ... Square column 14 ... Column main reinforcement 2 ... Outer formwork 4 ... Rod body 6 ... Hoop reinforcement forming machine 9. ...Motor 11...Belt 13...Notch diagram Diagram
Claims (1)
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, the rod is positioned and supported by passing it in parallel between multiple side plates set up at intervals as an inner formwork for forming the corners. A spacer along the axial direction of the rod is interposed between the rod and a circular locus connecting and surrounding each of the rods, and a carbon fiber, aramid fiber, or glass material is provided so as to circumscribe the spacer. Reinforcing fibers such as fibers are wound around them, and the outer form of the column is assembled integrally with the side plates between the side plates so that the reinforcing fibers form hoop lines. Formwork equipment for centrifugal concrete forming machines.
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 true JPH0280205A (en) | 1990-03-20 |
JPH0466163B2 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) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005349819A (en) * | 2004-06-10 | 2005-12-22 | Runhorn Pretech Engineering Co Ltd | Manufacturing method and its shaping apparatus of hollow thin shell column body |
-
1988
- 1988-09-19 JP JP23257988A patent/JPH0280205A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005349819A (en) * | 2004-06-10 | 2005-12-22 | Runhorn Pretech Engineering Co Ltd | Manufacturing method and its shaping apparatus of hollow thin shell column body |
Also Published As
Publication number | Publication date |
---|---|
JPH0466163B2 (en) | 1992-10-22 |
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