JPH06136938A - Form device - Google Patents
Form deviceInfo
- Publication number
- JPH06136938A JPH06136938A JP31299192A JP31299192A JPH06136938A JP H06136938 A JPH06136938 A JP H06136938A JP 31299192 A JP31299192 A JP 31299192A JP 31299192 A JP31299192 A JP 31299192A JP H06136938 A JPH06136938 A JP H06136938A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- scaffold
- panel
- frame
- scaffolding
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は建築、土木工事におい
て、壁、柱、梁、床等の躯体の成形時に打設されたコン
クリートを支える型枠装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a formwork device for supporting concrete that has been cast during the molding of a body such as a wall, a pillar, a beam or a floor in construction and civil engineering.
【０００２】[0002]
【従来の技術】一般に、建築、土木工事では壁、柱、
梁、床等の躯体を成形する場合、例えば壁成形用の型枠
パネルと床成形用の型枠パネルを所定位置に配置する
が、これらの型枠パネルの組立、解体の為に足場を組み
付け、支保工用の支柱を起立させ、各型枠パネルは緊締
金具で締め付けると共に縦端太や横端太で支えている。2. Description of the Related Art Generally, in construction and civil engineering, walls, pillars,
When molding a frame such as a beam or floor, for example, the form panel for wall forming and the form panel for floor forming are arranged at predetermined positions.A scaffold is assembled for assembling and disassembling these form panels. , The support pillars are erected upright, and each formwork panel is tightened with tightening metal fittings and supported by the vertical and horizontal edges.
【０００３】[0003]
【発明が解決しようとする課題】しかしながら、上記の
ように型枠パネルと足場と支保工用支柱を独立して設け
ることは部品点数が多くなり、各型枠パネルと足場と支
柱とを独立して移送し、組付け、解体することは作業性
が悪く、経済性も良くない。However, providing the form panel, the scaffold, and the support pillars independently as described above increases the number of parts, and each form panel, the scaffold, and the pillars are independent of each other. Transferring, assembling, and disassembling is difficult in workability and economical.
【０００４】又、型枠パネルを支持し、コンクリートか
らの荷重を担持するために端太材を使用することは部品
点数が多くなり、その組付け、解体作業が煩雑となり、
作業性、経済性に劣る。Also, the use of thick ends to support the form panel and to carry the load from the concrete results in a large number of parts, which complicates assembly and dismantling work.
Inferior in workability and economy.
【０００５】更に躯体の成形面積が大きい時には型枠パ
ネルを横方向、縦方向に連設するが、この場合、隣接す
る二つの型枠パネル間の接合部が水平とならず、若干ず
れていわゆる目違いが生じる場合がある。Further, when the molding area of the skeleton is large, the form frame panels are continuously arranged in the horizontal and vertical directions. In this case, the joint between two adjacent form frame panels is not horizontal and is slightly misaligned. Differences may occur.
【０００６】そこで、本発明の目的は型枠パネルと足場
とを同時に組付け、解体でき、型枠パネルを支える端太
材を必要とせず、作業性、経済性にすぐれた型枠装置を
提供することである。Therefore, an object of the present invention is to provide a formwork apparatus which can be assembled and disassembled at the same time with a formwork panel and a scaffold, and which does not require a thick material for supporting the formwork panel and is excellent in workability and economy. It is to be.
【０００７】[0007]
【課題を解決するための手段】上記の目的を達成するた
め、本発明の構成は鋼板製の型枠パネルと、型枠パネル
の背部に支持用ブレースを介して結合された足場枠と、
足場枠の上部に設けた足場とからなることを特徴とする
ものである。In order to achieve the above object, the structure of the present invention comprises a formwork panel made of steel plate, and a scaffolding frame connected to the back of the formwork panel through a supporting brace.
It is characterized by comprising a scaffold provided on the upper part of the scaffold frame.
【０００８】型枠パネルを箱状に形成してポリウレタン
等の断熱材が内蔵されているのが好ましい。It is preferable that the form panel is formed in a box shape and a heat insulating material such as polyurethane is incorporated therein.
【０００９】型枠パネルは左右背部にナットとボルトと
が設けられている。The form panel is provided with nuts and bolts on the right and left back portions.
【００１０】[0010]
【作用】型枠パネルと足場枠とが結合されているからク
レーン等で一緒に移送でき、所定の場所に同時に組付け
られ、又は撤去される。Since the formwork panel and the scaffolding frame are connected, they can be transferred together by a crane or the like, and they can be assembled or removed at a predetermined place at the same time.
【００１１】足場枠は型枠パネルを起立して保持し、足
場枠上の足場でコンクリートの打設や、天井側の型枠の
組付け、解体、その他必要な建築、土木工事も行なえ
る。The scaffolding frame holds the formwork panels upright, and concrete can be placed on the scaffolding on the scaffolding frame, assembling of the formwork on the ceiling side, dismantling, and other necessary construction and civil engineering works.
【００１２】[0012]
【実施例】以下本発明の実施例を図にもとづいて説明す
る。Embodiments of the present invention will be described below with reference to the drawings.
【００１３】本発明の型枠装置が図２、図３に略して記
載されている。The formwork apparatus of the present invention is briefly described in FIGS.
【００１４】これは、図２に示すように、型枠パネル
１，１と型枠パネル１，１の背部に結合された足場枠
２，２とからなり、型枠パネル１，１と足場枠２，２と
はクレーン等で吊り下げられて所定の位置に移送され
る。As shown in FIG. 2, this is composed of formwork panels 1 and 1 and scaffolding frames 2 and 2 connected to the backs of the formwork panels 1 and 1, and the formwork panels 1 and 1 and the scaffolding frame. 2 and 2 are hung by a crane or the like and transferred to a predetermined position.
【００１５】この時上方に設けたシザースを介して両サ
イドの型枠パネル１，１と足場枠２，２とが躯体４の厚
さに相当する分互いに近寄る方向に寄せられる。At this time, the formwork panels 1 and 1 and the scaffolding frames 2 and 2 on both sides are brought close to each other by a scissors provided on the upper side by an amount corresponding to the thickness of the skeleton 4.
【００１６】次いで、緊締部材５を装着し、上方の足場
６を利用してコンクリートを打設し、柱、壁等の躯体４
を成形する。Next, the tightening member 5 is attached, concrete is placed using the upper scaffold 6, and the skeleton 4 such as a pillar or a wall is placed.
To mold.
【００１７】次に図３に示すように、緊締部材５を撤去
し、シザース３を介して互いに離れる方向に型枠パネル
１，１と足場枠２，２を移動させ、更にクレーン等で全
体を矢印Ａで示すように上方に吊り上げ、躯体４をその
まま残すようにしている。Next, as shown in FIG. 3, the tightening member 5 is removed, the form panels 1, 1 and the scaffolding frames 2, 2 are moved in directions away from each other via the scissors 3, and the whole is further moved by a crane or the like. As shown by the arrow A, it is lifted up so that the skeleton 4 is left as it is.
【００１８】図１は本発明の型枠装置Ｂの一実施例を示
す。FIG. 1 shows one embodiment of the formwork apparatus B of the present invention.
【００１９】型枠装置Ｂは矩形の型枠パネル１，１と型
枠パネル１，１の背部に結合した足場枠２，２と、足場
枠２，２の上部に設けた足場６，６とで構成されてい
る。The formwork apparatus B comprises rectangular formwork panels 1, 1, scaffolding frames 2, 2 connected to the backs of the formwork panels 1, 1, and scaffolds 6, 6 provided above the scaffolding frames 2, 2. It is composed of.
【００２０】型枠パネル１は鋼板で成形され、内部を中
空にした矩形の箱状に成形され、この内部にポリウレタ
ン等からなる断面材が注入されている。The formwork panel 1 is formed of a steel plate and is formed into a rectangular box shape having a hollow interior, and a cross-section material made of polyurethane or the like is injected into the interior.
【００２１】但し、型枠パネル１は一枚の金属性の平板
で成形してもよい。However, the form panel 1 may be formed of a single metallic flat plate.
【００２２】型枠パネル１は一枚でも使用できるが、躯
体の成形面積に応じて、縦方向、横方向に連設できる。Although only one form panel 1 can be used, the form panels 1 can be continuously provided in the vertical and horizontal directions depending on the molding area of the frame.
【００２３】図１の実施例では、型枠パネル１の背部左
側端部にナット７を設け、背部右側端部にボルト８が設
けられ、型枠パネル１を横方向に並べた時、これらの隣
接するボルト８とナット７とを結合し、目違いを生じさ
せることなく水平に連設するものである。In the embodiment of FIG. 1, a nut 7 is provided at the left end of the back side of the form panel 1, and a bolt 8 is provided at the right end of the back side of the form panel 1 when the form panels 1 are arranged side by side. The adjacent bolts 8 and nuts 7 are connected and horizontally arranged without causing any misalignment.
【００２４】足場枠２は地上に起立する枠体９，１０と
で構成され、枠体９の上部には足場板１１と手摺１２と
からなる足場６が設けられている。The scaffolding frame 2 is composed of frame bodies 9 and 10 standing upright on the ground, and a scaffolding 6 comprising a scaffolding plate 11 and handrails 12 is provided on the upper portion of the frame body 9.
【００２５】足場６には梯子が下方に向けて連設され、
足場板６上でコンクリートの打設作業を行ない、必要に
応じて周辺の作業、例えば上方の天井、床の型枠の組付
け、解体、その他の作業も行なう。On the scaffold 6, ladders are arranged continuously downwards,
Concrete pouring work is performed on the scaffolding plate 6, and if necessary, peripheral works such as upper ceiling, floor formwork assembly, dismantling, and other work are also performed.
【００２６】足場枠２の枠体９と足場６は水平及び斜め
方向の支持材たるブレース１３，１４を介して型枠パネ
ル１の背面に設けた取り付け金具１５に結合され、これ
により型枠パネル１と足場枠２とが一体に結合され、同
時に組立、撤去、移送される。The frame body 9 and the scaffold 6 of the scaffolding frame 2 are connected to the mounting metal fittings 15 provided on the back surface of the formwork panel 1 via braces 13 and 14 which are horizontal and diagonal support members, whereby the formwork panel is formed. The scaffolding frame 1 and the scaffolding frame 2 are integrally connected, and are simultaneously assembled, removed, and transferred.
【００２７】型枠パネル１の背面にはフランジ等の引掛
金具１６が設けられ、この引掛金具１６とブレースを介
して他の支保工用の支柱に接続できる。A hook metal fitting 16 such as a flange is provided on the back surface of the formwork panel 1 and can be connected to another support pillar through a hook and a hook metal.
【００２８】図４は型枠パネル１の左右、上下にボルト
８とナット７とを設け、上下、左右に連設した各型枠パ
ネル１を連設する状態を示している。FIG. 4 shows a state in which bolts 8 and nuts 7 are provided on the left, right, top and bottom of the form panel 1, and the form panels 1 that are connected in the up, down, left and right are connected in series.
【００２９】ボルト８と、ナット７とが図５、図６に示
されている。The bolt 8 and the nut 7 are shown in FIGS.
【００３０】ナット７は型枠パネル１の端部フレーム１
ａに固定した円筒部１７と円筒部１７内に回転自在に嵌
合したソケット１８と、ソケット１８内に形成したメネ
ジ１９とを備えている。The nut 7 is an end frame 1 of the formwork panel 1.
It is provided with a cylindrical portion 17 fixed to a, a socket 18 rotatably fitted in the cylindrical portion 17, and a female screw 19 formed in the socket 18.
【００３１】円筒部１７にはテーパを形成した円錐状内
周面２０が形成され、この内周面２０内にソケット１８
の外周に形成した円錐状外周面２１が嵌合している。A tapered conical inner peripheral surface 20 is formed on the cylindrical portion 17, and the socket 18 is formed in the inner peripheral surface 20.
A conical outer peripheral surface 21 formed on the outer periphery of is fitted.
【００３２】ソケット１８の背部には十字方向に係止孔
２２を形成したフランジ部２３と支持桿２４とが突設さ
れ、支持桿２４で支持されながらシノ等の工具２５を係
止孔２２に差し込んでソケット１８を回転するようにな
っている。A flange portion 23 having a locking hole 22 formed in a cross direction and a supporting rod 24 are provided in a protruding manner on the back of the socket 18, and a tool 25 such as Shino is supported in the locking hole 22 while being supported by the supporting rod 24. The socket 18 is adapted to be rotated by inserting it.
【００３３】ボルト８はフレーム１ａに固定した円筒部
２３とねじ桿２９とからなる。The bolt 8 comprises a cylindrical portion 23 fixed to the frame 1a and a screw rod 29.
【００３４】円筒部２３の内周には円錐状のテーパ面２
５が形成されている。A conical tapered surface 2 is formed on the inner circumference of the cylindrical portion 23.
5 is formed.
【００３５】ねじ桿２９は先端部外周にオネジが形成さ
れ、後部と中間に角柱状の支持桿２７と円錐胴部２８と
からなり、支持桿２７はフレーム１ｂに対して軸方向移
動自在に挿入され、円錐胴部２８は円筒部２３のテーパ
面２５と軸方向移動自在に嵌合している。The threaded rod 29 has a male thread formed on the outer periphery of the tip end portion, and is composed of a prismatic support rod 27 and a conical barrel portion 28 at the rear and middle portions. The support rod 27 is inserted into the frame 1b so as to be axially movable. The conical body portion 28 is fitted in the tapered surface 25 of the cylindrical portion 23 so as to be movable in the axial direction.
【００３６】相対向するする型枠パネル１，１のうち、
例えば一方の左側端面と他方の右側端面を当接する場合
には、一方の型枠パネル１のボルト８におけるねじ桿２
９を他方の型枠パネル１のナット７におけるソケット１
８に差し込む。Of the formwork panels 1 and 1 facing each other,
For example, when one left end face and the other right end face are brought into contact with each other, the screw rod 2 in the bolt 8 of the one mold panel 1
9 is the socket 1 in the nut 7 of the other formwork panel 1.
Plug in 8.
【００３７】次に係止孔２２に工具２５を差し込んでソ
ケット１８を回転するとねじ桿２９がオネジとメネジを
介して螺着され、ボルト８は支持桿２７に案内されて軸
方向に進入してソケット１８内に嵌合する。Next, when the tool 25 is inserted into the locking hole 22 and the socket 18 is rotated, the screw rod 29 is screwed through the male screw and the female screw, and the bolt 8 is guided by the support rod 27 to enter in the axial direction. It fits in the socket 18.
【００３８】ボルト８とナット７に嵌合すると隣接する
型枠パネル１，１同志が近づき、両者の端面Ｐ（図６）
が密接する。When the bolts 8 and the nuts 7 are fitted together, the adjacent form panel panels 1 and 1 come close to each other, and the end faces P of both (FIG. 6).
Close to each other.
【００３９】この際、ボルト８とナット７はテーパ面２
５，２０に案内されるから、締め付けに応じて軸心が一
致し、端面Ｐの接合には目違いが生じない。At this time, the bolt 8 and the nut 7 are formed on the tapered surface 2
Since the guides 5 and 20 make the axes coincide with each other in accordance with the tightening, there is no misalignment in the joining of the end faces P.
【００４０】[0040]
【発明の効果】本発明によれば、次の効果がある。The present invention has the following effects.
【００４１】１）型枠パネルと足場枠とが結合されてい
るから、両者の配置、組付、撤去がクレーン等で同時に
吊り下げ、吊り上げることにより行なう。1) Since the formwork panel and the scaffolding frame are connected, both are arranged, assembled and removed by simultaneously suspending and lifting them with a crane or the like.
【００４２】その組立、撤去作業が著しく向上する。The assembling and removing operations are remarkably improved.
【００４３】２）足場枠には足場が設けられているか
ら、この足場上でコンクリートの打設、その他の型枠の
組立、解体等が行なえる。2) Since the scaffolding frame is provided with scaffolding, concrete can be placed on the scaffolding frame, and other formwork can be assembled and disassembled.
【００４４】３）型枠パネルは足場枠で支持されている
から、別に端太材を設ける必要がなく、部品点数が少な
く、その組付、解体作業が不要で経済性、作業性にすぐ
れている。3) Since the formwork panel is supported by the scaffolding frame, it is not necessary to separately provide a thick material, the number of parts is small, and assembly and dismantling work is not required, which is excellent in economy and workability. There is.
【００４５】４）型枠パネルが鋼板製であるから、コン
クリートの表面がスムースであり、付着したコンクリー
トは簡単に除去できる。4) Since the formwork panel is made of steel plate, the surface of the concrete is smooth and the adhered concrete can be easily removed.
【００４６】５）型枠パネル内に断熱材が注入された場
合には寒い時期、寒い地域でのコンクリートの打設が可
能で、コンクリートの品質も維持できる。5) When the heat insulating material is injected into the formwork panel, concrete can be poured in a cold season or in a cold area, and the quality of the concrete can be maintained.
【図１】本発明の一実施例に係る型枠装置の斜視図であ
る。FIG. 1 is a perspective view of a formwork apparatus according to an embodiment of the present invention.
【図２】型枠装置の組立状態の略示側面図である。FIG. 2 is a schematic side view of the assembled form device.
【図３】型枠装置の撤去状態を示す略示側面図である。FIG. 3 is a schematic side view showing a removed state of the formwork device.
【図４】型枠パネルの接合状態を示す略示斜視図であ
る。FIG. 4 is a schematic perspective view showing a joined state of form panel.
【図５】ボルトとナットの断面図である。FIG. 5 is a sectional view of a bolt and a nut.
【図６】ボルトとナットの分解斜視図である。FIG. 6 is an exploded perspective view of a bolt and a nut.
【図７】ボルトとナットの分解斜視図である。FIG. 7 is an exploded perspective view of a bolt and a nut.
１ 型枠パネル ６ 足場 ７ ナット ８ ボルト ９ 足場枠 １３，１４ ブレース 1 Formwork panel 6 Scaffold 7 Nut 8 Bolt 9 Scaffold frame 13,14 Brace
Claims (3)
部に支持用ブレースを介して結合された足場枠と、足場
枠の上部に設けた足場とからなる型枠装置。1. A formwork device comprising a formwork panel made of steel plate, a scaffolding frame connected to a back portion of the formwork panel via a supporting brace, and a scaffolding provided on an upper part of the scaffolding frame.
の型枠パネル内に断熱材が内蔵されている請求項１記載
の型枠装置。2. The formwork apparatus according to claim 1, wherein the formwork panel is formed in a rectangular box shape, and a heat insulating material is built in the formwork panel.
右側にボルトを回転方向及び軸方向移動自在に設け、横
方向に隣接する二つの型枠パネルをボルトとナットとで
結合させる請求項１記載の型枠装置。3. A nut is provided on the back pressure side of the formwork panel,
2. The formwork apparatus according to claim 1, wherein a bolt is provided on the right side so as to be movable in the rotational direction and the axial direction, and two formwork panels that are laterally adjacent to each other are connected by a bolt and a nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4312991A JP2623200B2 (en) | 1992-10-28 | 1992-10-28 | Formwork equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4312991A JP2623200B2 (en) | 1992-10-28 | 1992-10-28 | Formwork equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06136938A true JPH06136938A (en) | 1994-05-17 |
| JP2623200B2 JP2623200B2 (en) | 1997-06-25 |
Family
ID=18035925
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4312991A Expired - Lifetime JP2623200B2 (en) | 1992-10-28 | 1992-10-28 | Formwork equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2623200B2 (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100387797C (en) * | 2006-01-05 | 2008-05-14 | 南通建筑工程总承包有限公司 | Building template |
| CN100447972C (en) * | 2004-06-25 | 2008-12-31 | 神钢电机株式会社 | Apparatus for producing ic chip package |
| CN106592961A (en) * | 2017-01-10 | 2017-04-26 | 国家电网公司 | Form structure for concrete construction |
| FR3118780A1 (en) * | 2021-01-14 | 2022-07-15 | Sateco | Panel comprising at least one edge connection device, set of two form panels and connection method |
| EP4155482A1 (en) * | 2021-09-22 | 2023-03-29 | Chien-Ho Wang | Building formwork apparatus having locking member |
| JP2023046236A (en) * | 2021-09-22 | 2023-04-03 | 建和 王 | connector |
| JP2023046239A (en) * | 2021-09-22 | 2023-04-03 | 建和 王 | Formwork apparatus |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4522841Y1 (en) * | 1964-01-28 | 1970-09-09 | ||
| JPS48106634U (en) * | 1972-03-09 | 1973-12-11 | ||
| JPS50141608A (en) * | 1974-05-02 | 1975-11-14 | ||
| JPS5813345U (en) * | 1981-07-20 | 1983-01-27 | 日本軽金属株式会社 | formwork panels |
| JPS58145944U (en) * | 1982-03-29 | 1983-10-01 | 上田 勝 | Formwork for manufacturing PC girders with scaffolding brackets |
| JPS628575A (en) * | 1985-07-04 | 1987-01-16 | Nec Corp | Semiconductor device |
-
1992
- 1992-10-28 JP JP4312991A patent/JP2623200B2/en not_active Expired - Lifetime
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4522841Y1 (en) * | 1964-01-28 | 1970-09-09 | ||
| JPS48106634U (en) * | 1972-03-09 | 1973-12-11 | ||
| JPS50141608A (en) * | 1974-05-02 | 1975-11-14 | ||
| JPS5813345U (en) * | 1981-07-20 | 1983-01-27 | 日本軽金属株式会社 | formwork panels |
| JPS58145944U (en) * | 1982-03-29 | 1983-10-01 | 上田 勝 | Formwork for manufacturing PC girders with scaffolding brackets |
| JPS628575A (en) * | 1985-07-04 | 1987-01-16 | Nec Corp | Semiconductor device |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100447972C (en) * | 2004-06-25 | 2008-12-31 | 神钢电机株式会社 | Apparatus for producing ic chip package |
| CN100387797C (en) * | 2006-01-05 | 2008-05-14 | 南通建筑工程总承包有限公司 | Building template |
| CN106592961A (en) * | 2017-01-10 | 2017-04-26 | 国家电网公司 | Form structure for concrete construction |
| CN106592961B (en) * | 2017-01-10 | 2019-03-22 | 国家电网公司 | Concrete construction formwork structure |
| FR3118780A1 (en) * | 2021-01-14 | 2022-07-15 | Sateco | Panel comprising at least one edge connection device, set of two form panels and connection method |
| EP4030019A1 (en) * | 2021-01-14 | 2022-07-20 | Sateco | Form panel comprising at least one ridge linking device, assembly of two form panels and linking method |
| EP4155482A1 (en) * | 2021-09-22 | 2023-03-29 | Chien-Ho Wang | Building formwork apparatus having locking member |
| JP2023046238A (en) * | 2021-09-22 | 2023-04-03 | 建和 王 | Formwork apparatus |
| JP2023046236A (en) * | 2021-09-22 | 2023-04-03 | 建和 王 | connector |
| JP2023046239A (en) * | 2021-09-22 | 2023-04-03 | 建和 王 | Formwork apparatus |
| US11976478B2 (en) | 2021-09-22 | 2024-05-07 | Chien-Ho WANG | Building formwork apparatus having locking member |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2623200B2 (en) | 1997-06-25 |
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