JPH038403Y2 - - Google Patents

Info

Publication number
JPH038403Y2
JPH038403Y2 JP12153888U JP12153888U JPH038403Y2 JP H038403 Y2 JPH038403 Y2 JP H038403Y2 JP 12153888 U JP12153888 U JP 12153888U JP 12153888 U JP12153888 U JP 12153888U JP H038403 Y2 JPH038403 Y2 JP H038403Y2
Authority
JP
Japan
Prior art keywords
concrete
formwork
centrifugal
formwork device
plate
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
JP12153888U
Other languages
Japanese (ja)
Other versions
JPH0241906U (en
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 filed Critical
Priority to JP12153888U priority Critical patent/JPH038403Y2/ja
Publication of JPH0241906U publication Critical patent/JPH0241906U/ja
Application granted granted Critical
Publication of JPH038403Y2 publication Critical patent/JPH038403Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 《産業上の利用分野》 本考案は中空な断面形状を有し、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 is a formwork for a centrifugal concrete forming machine to obtain a column having a hollow cross-sectional shape and into 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 construction 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。
Increasingly, hollow columns made of precast concrete are used to connect columns and beams of precast concrete columns and to connect 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
つたが、矩形に組んだものもあつた。
The above-mentioned molds were generally cylindrical because they were rotated, but there were also rectangular molds.

《考案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あまりなく、これ
は遠心力に耐える強度であること及び脱型作業が
困難な現実的事情によるものであつた。
《Problem that the invention aims to solve》 However, building columns are usually formed with a rectangular cross section, and there are not many cases in which a cubic column form is rotated by a centrifugal forming machine. This was due to the fact that it was strong enough to withstand centrifugal force and that demolding was difficult.

本考案は叙述した事情に鑑みてなされたもので
あつて、その目的はプレキヤスト製中空柱体であ
つて、他の部材との接合を容易にするほか主筋を
後から配設できるようにしたPC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を提供す
るにある。
The present invention was developed in view of the circumstances described above, and its purpose is to create a pre-cast hollow column with a pre-cast PC that facilitates connection with other members and allows for the installation of main reinforcing bars later. The present invention provides a formwork device for a centrifugal concrete forming machine for obtaining columns.

《課題を解決するための手段》 上記目的を達成するために、本考案に係る遠心
コンクリート成形機用の型枠装置は、板用に鉄筋
を立体的に組み、その下半分を埋めるようにモル
タル又はコンクリート等を打設して得たPC版の
鉄筋露出面側をコンクリート打ち込み側にして堰
板とするものである。
<Means for Solving the Problems> In order to achieve the above object, the formwork device for the centrifugal concrete forming machine according to the present invention consists of three-dimensionally assembling reinforcing bars for plates, and applying mortar to fill the lower half of the formwork device. Alternatively, the exposed reinforcing surface side of the PC plate obtained by pouring concrete, etc. is used as a weir plate with the concrete pouring side facing.

《作用》 コンクリート打ち込み面に露出している鉄筋に
後打ちのコンクリートが付着するので、堰板と後
打ちコンクリートとの一体化が強く、また堰板は
鉄筋コンクリートなので遠心成形機の遠心力にも
充分に耐える。
《Operation》 Post-cast concrete adheres to the reinforcing bars exposed on the concrete pouring surface, so the weir plate and post-cast concrete are strongly integrated, and since the weir plate is reinforced concrete, it is strong enough to withstand the centrifugal force of the centrifugal forming machine. withstand

《実施例》 以下、本考案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図は型枠堰板に使用するPC版1を示し、
このPC版1は細い鋼線を縦に正三角形状に折曲
げ、この三角形が縦横に連続する立体金網2を同
一平面上に展開し、その下半分にモルタル3を打
設している。
Figure 1 shows PC version 1 used for formwork weir board.
This PC version 1 is made by bending thin steel wire vertically into an equilateral triangle shape, developing a three-dimensional wire mesh 2 in which the triangles are continuous vertically and horizontally on the same plane, and placing mortar 3 in the lower half of the wire mesh 2.

立体金網2の露出頂部は上記正三角形の頂角で
あり、露出頂部間に鋼線4を縦横に渡設してい
る。立体金網2の下半分が打設モルタル3の鉄筋
になつている次第である。
The exposed tops of the three-dimensional wire mesh 2 are at the apex angles of the above-mentioned equilateral triangle, and the steel wires 4 are laid lengthwise and laterally between the exposed tops. The lower half of the three-dimensional wire mesh 2 serves as reinforcing bars for the mortar 3.

第2図に型枠装置5の概略を示す。この型枠装
置5は概ねPC版1の立体金網2が露出する面を
内側にして、四角な立方体形に強固に組み、断面
矩形に構成している。そして、その四隅に断面直
角三角形の角材6を通し、これを仮固定してい
る。
FIG. 2 shows an outline of the formwork device 5. This formwork device 5 is generally firmly assembled into a square cube shape with the exposed surface of the three-dimensional wire mesh 2 of the PC plate 1 facing inside, and is configured to have a rectangular cross section. Then, square members 6 having a right triangular cross section are passed through the four corners to temporarily fix them.

仮固定の手段としては鋼線4に番線で軽く止め
ることでもよい。また、PC版1を四角に組む手
段は、その外周に帯板を掛け回して緊結すること
でもよい。
As a means of temporary fixing, it may be lightly fastened to the steel wire 4 with a wire. Further, the means for assembling the PC version 1 into a square shape may be to wrap a band around its outer periphery and tie it tightly.

然して、型枠装置5の使用に際しては、その側
面開口部分はコンクリート打ち込み用の開口を残
して閉塞する。更に型枠装置5の両側に夫々円盤
7を嵌着し、第3図の如く遠心コンクリート成形
機8に載せて、円盤7を回転させることにより型
枠装置5が回転する。
However, when the formwork device 5 is used, its side openings are closed, leaving an opening for pouring concrete. Further, disks 7 are fitted on both sides of the formwork device 5, and placed on a centrifugal concrete molding machine 8 as shown in FIG. 3, and by rotating the disks 7, the formwork device 5 is rotated.

遠心コンクリート成形機8は左右に間隔を空け
て配置した回転輪9−9aを有し、一方の回転輪
9はモータ10の出力軸に取り付けた駆動輪11
でベルト12を介して回す。
The centrifugal concrete molding machine 8 has rotating wheels 9 - 9 a spaced apart from each other on the left and right, one of the rotating wheels 9 being a driving wheel 11 attached to the output shaft of a motor 10 .
and rotate it through the belt 12.

型枠装置5の側面開口を閉塞する鉄板の中心に
コンクリート圧送ホースを回転自在に連結し、型
枠装置5を回転させて、更に回転速度を上げなが
らコンクリートを投入する。
A concrete pressure feed hose is rotatably connected to the center of the iron plate that closes the side opening of the formwork device 5, the formwork device 5 is rotated, and 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
水は型枠の端部から流出される。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 flows out 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8を止め、型枠装置5の側端面を閉
塞する鉄板及び角材6を外す。外すと、第4図の
如き製品が得られる。これは遠心力と角材6によ
つて内部に矩形状の空間を形成した角柱13であ
る。
When the concrete is almost solidified, the centrifugal concrete forming machine 8 is stopped, and the iron plate and square timber 6 closing the side end surfaces of the formwork device 5 are removed. When removed, a product as shown in Figure 4 is obtained. This is a square column 13 with a rectangular space formed inside by centrifugal force and the square members 6.

PC版1と後打ちのコンクリート14とがPC版
1の表面から突出している立体金網2の部分で強
固に付着一体化する。
The PC plate 1 and post-cast concrete 14 are firmly attached and integrated at the part of the three-dimensional wire mesh 2 protruding from the surface of the PC plate 1.

すなわち、型枠装置5は角柱13の外型枠を兼
ねながら、そのまま角柱13の構成材になり、脱
型する必要がない。そして、角柱13の内部空間
中には柱主筋を通してコンクリートを現場打ちす
る。
That is, the formwork device 5 serves as an outer formwork for the prism 13, and serves as a constituent material of the prism 13 as it is, and there is no need to remove it from the mold. Then, concrete is cast on-site into the internal space of the square column 13 through the column main reinforcement.

更に、現場での作業工程を軽減するとともに、
得られる角柱13の強度を増す目的で、型枠装置
5については第5図のようにしてもよい。
Furthermore, it reduces the work process on site and
In order to increase the strength of the resulting prism 13, the formwork device 5 may be configured as shown in FIG.

これはドーナツ状のスペーサ15を嵌入配設し
たフープ筋16を前出実施例の型枠装置5の内
側、かつ軸方向に間欠的に配置している。この場
合、角材6はフープ筋16の隅角位置に配する。
In this case, hoop lines 16 into which doughnut-shaped spacers 15 are fitted are arranged intermittently in the axial direction inside the formwork device 5 of the previous embodiment. In this case, the square members 6 are placed at the corner positions of the hoop stripes 16.

予めフープ筋16を具えた角柱13が得られ
る。
A prism 13 provided with hoop lines 16 in advance is obtained.

このフープ筋16には中間部に配した主筋を拘
束するための中子(図示せず)を配し、現場打ち
のコンクリートと角柱13との付着一体性を向上
させるとよい。
It is preferable to arrange a core (not shown) in the hoop reinforcement 16 for restraining the main reinforcement arranged in the intermediate part to improve the adhesion integrity between the cast-in-place concrete and the square column 13.

《効果》 以上詳細に説明したように、本考案によれば遠
心コンクリート成形機の遠心力に充分に耐え得る
PC版の使用により、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, the present invention can sufficiently withstand the centrifugal force of a centrifugal concrete forming machine.
By using a PC plate, it is possible to form a hollow column with a rectangular cross section that is dense and has excellent strength.

また、PC版が型枠堰板を兼ねており、脱型作
業を伴なわないので、作業効率が極めて向上する
効果を奏する。
Furthermore, since the PC plate also serves as a formwork dam and does not involve demolding work, it has the effect of greatly improving work efficiency.

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

図は何れも本考案の実施例に係り、第1図は
PC版を示す斜視図、第2図は第1図のPC版を矩
形に組んで構成した遠心コンクリート成形機用の
型枠装置を示す平面図、第3図は第2図の型枠装
置を配置した遠心コンクリート成形機の状態を示
す側面図、第4図は本考案の型枠装置によつて得
られた中空柱体を例示する平面図、第5図は他の
実施例に係る型枠装置を示す横断面図である。 1……PC版、2……立体金網、3……モルタ
ル、4……鋼線、5……型枠装置、6……角材、
7……円盤、8……遠心コンクリート成形機、9
……回転輪、10……モータ、11……駆動輪、
12……ベルト、13……角柱、14……コンク
リート、15……スペーサ。
All figures relate to embodiments of the present invention, and Figure 1 is
A perspective view showing the PC plate, Fig. 2 is a plan view showing a formwork device for a centrifugal concrete forming machine constructed by assembling the PC plate shown in Fig. 1 into a rectangular shape, and Fig. 3 is a plan view showing the formwork device shown in Fig. 2. A side view showing the state of the arranged centrifugal concrete molding machine, FIG. 4 is a plan view illustrating a hollow column obtained by the formwork device of the present invention, and FIG. 5 is a formwork according to another embodiment. FIG. 3 is a cross-sectional view showing the device. 1... PC version, 2... Three-dimensional wire mesh, 3... Mortar, 4... Steel wire, 5... Formwork device, 6... Square timber,
7...Disc, 8...Centrifugal concrete forming machine, 9
... Rotating wheel, 10 ... Motor, 11 ... Drive wheel,
12...belt, 13...prismatic column, 14...concrete, 15...spacer.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 板用に鉄筋を立体的に組み、その下半分を埋め
るようにモルタル又はコンクリート等を打設して
得たPC版の鉄筋露出面側をコンクリート打ち込
み側にして堰板とする遠心コンクリート成形機用
の型枠装置。
For use with a centrifugal concrete forming machine that creates a weir plate with the exposed side of the reinforcing bars on the PC plate obtained by assembling reinforcing bars three-dimensionally for the board and pouring mortar or concrete to fill the lower half of the board. formwork equipment.
JP12153888U 1988-09-19 1988-09-19 Expired JPH038403Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12153888U JPH038403Y2 (en) 1988-09-19 1988-09-19

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12153888U JPH038403Y2 (en) 1988-09-19 1988-09-19

Publications (2)

Publication Number Publication Date
JPH0241906U JPH0241906U (en) 1990-03-22
JPH038403Y2 true JPH038403Y2 (en) 1991-03-01

Family

ID=31368636

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12153888U Expired JPH038403Y2 (en) 1988-09-19 1988-09-19

Country Status (1)

Country Link
JP (1) JPH038403Y2 (en)

Also Published As

Publication number Publication date
JPH0241906U (en) 1990-03-22

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