JPH071449Y2 - Supporting device for concrete formwork - Google Patents

Supporting device for concrete formwork

Info

Publication number
JPH071449Y2
JPH071449Y2 JP1989082855U JP8285589U JPH071449Y2 JP H071449 Y2 JPH071449 Y2 JP H071449Y2 JP 1989082855 U JP1989082855 U JP 1989082855U JP 8285589 U JP8285589 U JP 8285589U JP H071449 Y2 JPH071449 Y2 JP H071449Y2
Authority
JP
Japan
Prior art keywords
receiving plate
supporting
formwork
eccentric cam
concrete formwork
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 - Lifetime
Application number
JP1989082855U
Other languages
Japanese (ja)
Other versions
JPH0324549U (en
Inventor
繁雄 皆川
Original Assignee
有限会社皆川製作所
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 有限会社皆川製作所 filed Critical 有限会社皆川製作所
Priority to JP1989082855U priority Critical patent/JPH071449Y2/en
Publication of JPH0324549U publication Critical patent/JPH0324549U/ja
Application granted granted Critical
Publication of JPH071449Y2 publication Critical patent/JPH071449Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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、コンクリート用型枠の支持装置の改良に関す
る。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to an improvement of a supporting device for a concrete formwork.

(従来の技術) 第6図は、従来のコンクリート用型枠の斜視図であり、
コンクリート用型枠100は、地面上に置かれる枠台101
と、この枠台101上に載置される外型枠102とからなる。
(Prior Art) FIG. 6 is a perspective view of a conventional concrete formwork,
The concrete formwork 100 is a frame stand 101 placed on the ground.
And an outer mold 102 placed on the frame base 101.

外型枠102は広幅な外パネル103,103とやや狭幅な内パネ
ル104,104とからなる4枚のパネルを立設して角筒を構
成するものである。
The outer frame 102 is a rectangular tube formed by vertically arranging four panels composed of wide outer panels 103, 103 and slightly narrow inner panels 104, 104.

外パネル103は、矩形平板103aに枠103bで縁取りし、リ
ブ103cで補強した枠体である。
The outer panel 103 is a frame body in which a rectangular flat plate 103a is framed with a frame 103b and reinforced with ribs 103c.

内パネル104も同様に、平板104aと枠104bとリブ104cと
からなる枠体である。
Similarly, the inner panel 104 is a frame body including a flat plate 104a, a frame 104b, and a rib 104c.

これら外パネル103,103及び内パネル104,104は第6図に
示すように建てかけ、互いのコーナを合せ、クランパ10
5…で連結する。型組みされたコンクリート用型枠100に
コンクリートが流し込まれる。
The outer panel 103, 103 and the inner panel 104, 104 are built as shown in FIG.
Connect with 5 ... Concrete is poured into the assembled mold 100 for concrete.

流し込まれたコンクリートの圧力に耐えるように外パネ
ル103,103、内パネル104,104及びクランパ105…は強固
につくられている。
The outer panels 103, 103, the inner panels 104, 104, and the clampers 105 ... Are made strong so as to withstand the pressure of the poured concrete.

(考案が解決しようとする課題) しかし、コンクリートが固化して後に型ばらしする際
に、パネル103,103、104,104にコンクリート側から圧力
が掛っている為、クランパ105…を外すとパネル103,104
が外方へハジける。
(Problems to be solved by the invention) However, when the concrete is solidified and then released from the mold, pressure is applied to the panels 103, 103, 104, 104 from the concrete side. Therefore, when the clamper 105 is removed, the panels 103, 104 are removed.
Can be hurt outside.

従って、従来はクランパ105…を外す係1名と、パネル
を抑える係1〜2名の合計2〜3名による協働作業で型
ばらしを為していた。
Therefore, conventionally, the mold releasing is performed by a collaborative work of one person who removes the clamper 105 ... and one person who holds the panel and one or two persons in total.

近年の省力化並びに作業環境の改善要求に鑑み、有用な
コンクリート用型枠の支持装置が切望されている。
In view of demand for labor saving and improvement of working environment in recent years, a useful supporting device for concrete formwork has been earnestly desired.

(課題を解決するための手段) 上記要求に応えるべく本考案は、型枠に揺動自在にピン
止めされるとともに下方へ斜めに伸ばされた支柱と、こ
の支柱の下端を載置すべく前記枠台から延出された受け
板と、この受け板に載置されている支柱の下端を押出し
て受け板から脱落せしめる支柱端押出機構とからコンク
リート用型枠の支持装置を構成したことを特徴とする。
(Means for Solving the Problem) In order to meet the above-mentioned demand, the present invention is to mount a lower end of the pillar and a pillar that is swingably pinned to a formwork and extends obliquely downward. A supporting device for a concrete formwork is configured by a receiving plate extended from the frame base and a support end pushing mechanism that pushes out the lower ends of the supporting columns placed on the receiving plate to drop the supporting plate from the receiving plate. And

また、前記支柱端押出機構は、前記枠台から延出された
ブラケットに回転自在に取付けられた偏心カムと、この
偏心カムを回動するためのハンドルとからなり、受け板
に支柱端を載せた時には偏心カムの小径部を支柱端に臨
ませておき、受け板から支柱端を落下させる時には偏心
カムの大径部で支柱端を押出す構成にしてもよい。
The strut end pushing mechanism includes an eccentric cam rotatably attached to a bracket extending from the frame base and a handle for rotating the eccentric cam, and the strut end is placed on a receiving plate. In such a case, the small diameter portion of the eccentric cam may be made to face the end of the column, and the column end may be pushed out by the large diameter portion of the eccentric cam when the column end is dropped from the receiving plate.

(作用) コンクリートを流し込み固化させた後の型ばらしは、次
の手順で実施する。
(Operation) After the concrete is poured and solidified, the mold is removed by the following procedure.

先ずクランパを解放する。この時、型枠はコンクリート
側から外方へ押されているが、型枠の支持装置が型枠を
支承するので、型枠がハジけることは無い。
First, release the clamper. At this time, the formwork is pushed outward from the concrete side, but the support device of the formwork supports the formwork, so the formwork is not blunt.

次に、支柱端押出し機構にて支柱を押出して受け板から
脱落せしめ、型枠を傾斜させる。
Next, the support end push-out mechanism pushes out the support post so that the support post falls off the support plate, and the mold is tilted.

(実施例) 本考案の実施例を添付図面に基づいて以下に説明する。(Embodiment) An embodiment of the present invention will be described below with reference to the accompanying drawings.

第1図は本考案に係るコンクリート用型枠の斜視図であ
る。
FIG. 1 is a perspective view of a concrete formwork according to the present invention.

コンクリート用型枠1は、地面上に置かれる枠台2と、
この枠台2上に載置される外型枠3とからなる。
The concrete formwork 1 includes a frame base 2 placed on the ground,
The outer frame 3 is mounted on the frame base 2.

外型枠3は広幅な外パネル4,4とやや狭幅な内パネル5,5
とからなる4枚のパネルを立設して角筒を構成するもの
である。
The outer formwork 3 has wide outer panels 4,4 and slightly narrow inner panels 5,5.
A rectangular tube is constructed by vertically arranging four panels consisting of and.

外パネル4は、矩形平板4aに枠4bで縁取りし、リブ4cで
補強した枠体であり、その下端部を枠台2にピン2aにて
揺動自在に支承されている。
The outer panel 4 is a frame body which is framed on a rectangular flat plate 4a by a frame 4b and is reinforced by ribs 4c, and the lower end of the outer panel 4 is swingably supported by a frame base 2 by a pin 2a.

内パネル5も同様に、平板5aと枠5bとリブ5cとからなる
枠体である。
Similarly, the inner panel 5 is a frame body including a flat plate 5a, a frame 5b, and a rib 5c.

これら外パネル4,4及び内パネル5,5を建てかけ、互いの
コーナーを合せ、クランパ6…で連結する。
These outer panels 4 and 4 and inner panels 5 and 5 are erected, their corners are aligned, and they are connected by a clamper 6.

第2図は第1図のA断面図であり、クランパ6は外パネ
ル4側に設けた偏心軸6aと、この偏心軸6aに軸支されて
揺動する爪材6bと、偏心軸6aを人手にて回転させる為の
レバー6cと、内パネル5側に設けたピン6dとから成る。
FIG. 2 is a sectional view taken along line A in FIG. 1. The clamper 6 includes an eccentric shaft 6a provided on the outer panel 4 side, a claw member 6b pivotally supported by the eccentric shaft 6a, and an eccentric shaft 6a. It is composed of a lever 6c for manually rotating and a pin 6d provided on the inner panel 5 side.

レバー6cを想像線D2に示す位置にして、人手にて爪材6b
をピン6dに掛け、次いでレバー6cを矢印方向に回転させ
ると偏心軸6aが偏心して爪材6dを図面下方へ移動せしめ
る。
Set the lever 6c to the position shown in the phantom line D2 and manually press the nail material 6b.
When the lever 6c is rotated in the direction of the arrow, the eccentric shaft 6a is eccentric to move the claw member 6d downward in the drawing.

爪材6bは強くピン6dに係合して強固な外型枠3を構成す
る。
The claw material 6b strongly engages with the pin 6d to form a strong outer mold 3.

一方、第1図に示すように外型枠3はその外面略中央に
ピン11にて揺動自在とした支柱12の基部12aを係止し、
この支柱を下方斜めに伸ばしている。
On the other hand, as shown in FIG. 1, the outer frame 3 has a base 12a of a support column 12 which is swingable by a pin 11 substantially at the center of its outer surface.
This strut extends diagonally downward.

第3図は本考案に係る型枠の支持装置断面図、第4図は
同図のB矢視図である。
FIG. 3 is a sectional view of a supporting device for a mold according to the present invention, and FIG.

型枠の支持装置10は、前記支柱12と、枠台2から延設さ
れたブラケット13に掛け渡された受け板14と、ハンドル
15a及び偏心カム15bとからなる支柱端押出し機構15とを
備えてなる。
The supporting device 10 of the formwork includes the support column 12, a receiving plate 14 hung on a bracket 13 extending from the frame base 2, and a handle.
A column end pushing-out mechanism 15 composed of 15a and an eccentric cam 15b is provided.

ブラケット13は長孔13aがあけられ、この長孔を支柱12
の先端12bが貫通する。
The bracket 13 is provided with a long hole 13a, and the long hole 13a
12b penetrates.

12cは支柱の鍔であり、12dはショック吸収用のバネであ
る。
12c is a brim of a pillar, and 12d is a shock absorbing spring.

以上の構成からなるコンクリート用型枠の支持装置の作
用を次に述べる。
The operation of the concrete form supporting apparatus having the above structure will be described below.

第5図は作用説明図であって、先ず第5図(a)に示す
ように外パネル4を人手もしくは機械力で矢印方向へ押
し上げて起立させる。支柱12の先端12bは受け板14の図
右端に沿って上昇し、第5図(b)に示すように受け板
14上に載る。
FIG. 5 is a diagram for explaining the operation. First, as shown in FIG. 5 (a), the outer panel 4 is pushed up in the direction of the arrow by manpower or mechanical force to stand up. The tip 12b of the column 12 rises along the right edge of the receiving plate 14 in the figure, and as shown in FIG.
14 on.

第5図(b)の状態で外パネル4,4、内パネル5,5をクラ
ンパ6…で強固に連結し、型枠1へコンクリートを流し
込む。
In the state shown in FIG. 5 (b), the outer panels 4 and 4 and the inner panels 5 and 5 are firmly connected by a clamper 6 and concrete is poured into the formwork 1.

コンクリートが固化したら、クランパ6…を開放する。
外パネル4はコンクリート打込みの際の押圧の残圧によ
って図右方へ移動しようとするが、支柱12が受け板14を
基点にして外パネル4を支える。
When the concrete solidifies, open the clampers 6 ...
The outer panel 4 tries to move to the right in the figure due to the residual pressure of the pressure when concrete is poured, but the support column 12 supports the outer panel 4 with the receiving plate 14 as a base point.

次に、ハンドル15aを図右回転すると、偏心カム15bが支
柱12の先端12bを右へ押し出し、結果、第5図(c)に
示すように支柱の先端12bは受け板14から外れて落下
し、外パネル4は傾斜する。この際、パネル12dが鍔12c
とブラケット13の間に介在して良好なショック吸収作用
を為す。
Next, when the handle 15a is rotated to the right in the figure, the eccentric cam 15b pushes the tip 12b of the column 12 to the right, and as a result, the tip 12b of the column falls off the receiving plate 14 and falls as shown in FIG. 5 (c). The outer panel 4 is inclined. At this time, the panel 12d is the collar 12c.
Is interposed between the bracket 13 and the bracket 13 to perform a good shock absorbing action.

上記した型枠の支持装置10は他の外パネル4及び内パネ
ル5,5に夫々設けられていて、順次型ばらしを為せる。
The supporting device 10 of the above-mentioned mold is provided on each of the other outer panel 4 and the inner panels 5, 5 so that the molds can be released one by one.

尚、前記支柱端押出し機構15は、上記した偏心カム15b
に限らず、クランクシャフト、レバー、てこ、空・油圧
シリンダなど要は、支柱12を受け板14から任意に脱落さ
せるものであればよい。
The pillar end pushing mechanism 15 is the eccentric cam 15b described above.
However, the crankshaft, the lever, the lever, the empty / hydraulic cylinder, and the like are not limited to the above, as long as the columns 12 can be arbitrarily dropped from the receiving plate 14.

(考案の効果) 型ばらしの際にコンクリートの圧力が型枠に作用し、こ
の型枠が支柱を圧縮するので、外力を受けたこの支柱は
簡単には外せない。
(Effect of the device) Since the pressure of concrete acts on the formwork when the mold is released, and this formwork compresses the support pillar, this support pillar that receives an external force cannot be easily removed.

そこで請求項1では支柱端押出機構で支柱の下端を受け
板から脱落させるので、上記支柱が容易に外せ、型枠の
型ばらし作業が簡単になる。
Therefore, in the first aspect, since the lower end of the column is dropped from the receiving plate by the column end pushing mechanism, the column can be easily removed, and the work of removing the mold from the mold becomes easy.

請求項2の構成により、ハンドルを介して偏心カムを廻
すことで、てこの原理により、極めて小さな力で支柱を
外すことができる。
According to the structure of claim 2, by rotating the eccentric cam via the handle, the column can be removed with an extremely small force by the lever principle.

【図面の簡単な説明】[Brief description of drawings]

第1図は本考案に係るコンクリート用型枠の斜視図、 第2図は第1図のA断面図、 第3図は本考案に係る型枠の支持装置断面図、 第4図は第3図のB矢視図、 第5図は(a)〜(c)は作用説明図、 第6図は従来のコンクリート用型枠斜視図。 1…コンクリート用型枠、2…枠台 10…型枠の支持装置、11…ピン 12…支柱、12a…基部 12b…先端、14…受け板 15…支柱端押出し機構 FIG. 1 is a perspective view of a concrete formwork according to the present invention, FIG. 2 is a sectional view taken along line A of FIG. 1, FIG. 3 is a sectional view of a formwork supporting device according to the present invention, and FIG. FIG. 5 is a view from the direction of the arrow B, FIG. 5 is a diagram for explaining the operation of (a) to (c), and FIG. 6 is a perspective view of a conventional concrete formwork. DESCRIPTION OF SYMBOLS 1 ... Concrete formwork, 2 ... Frame stand 10 ... Formwork support device, 11 ... Pin 12 ... Prop, 12a ... Base 12b ... Tip, 14 ... Receiving plate 15 ... Prop end pushing mechanism

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】枠台上に起設させた起倒自在のコンクリー
ト用型枠を支える支持装置において、 前記支持装置は、型枠に揺動自在にピン止めされるとと
もに下方へ斜めに伸ばされた支柱と、この支柱の下端を
載置すべく前記枠台から延出された受け板と、この受け
板に載置されている支柱の下端を押出して受け板から脱
落せしめる支柱端押出機構とからなることを特徴とした
コンクリート用型枠の支持装置。
1. A support device for supporting a tiltable concrete formwork erected on a frame base, wherein the support device is pivotally pinned to the formwork and extends obliquely downward. A support pillar, a receiving plate extending from the frame to mount the lower end of the supporting pillar, and a supporting end pushing mechanism that pushes out the lower end of the supporting pillar mounted on the receiving plate to drop the supporting plate from the receiving plate. A supporting device for concrete formwork, which is characterized by comprising:
【請求項2】前記支柱端押出機構は、前記枠台から延出
されたブラケットに回転自在に取付けられた偏心カム
と、この偏心カムを回動するためのハンドルとからな
り、受け板に支柱端を載せた時には偏心カムの小径部を
支柱端に臨ませておき、受け板から支柱端を落下させる
時には偏心カムの大径部で支柱端を押出すように構成し
たことを特徴とする請求項1記載のコンクリート用型枠
の支持装置。
2. The strut end pushing-out mechanism comprises an eccentric cam rotatably attached to a bracket extending from the frame base and a handle for rotating the eccentric cam, and the strut is supported on the receiving plate. The small diameter part of the eccentric cam is made to face the column end when the end is placed, and the column end is pushed out by the large diameter part of the eccentric cam when the column end is dropped from the receiving plate. Item 1. A support device for a concrete formwork according to Item 1.
JP1989082855U 1989-07-14 1989-07-14 Supporting device for concrete formwork Expired - Lifetime JPH071449Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989082855U JPH071449Y2 (en) 1989-07-14 1989-07-14 Supporting device for concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989082855U JPH071449Y2 (en) 1989-07-14 1989-07-14 Supporting device for concrete formwork

Publications (2)

Publication Number Publication Date
JPH0324549U JPH0324549U (en) 1991-03-13
JPH071449Y2 true JPH071449Y2 (en) 1995-01-18

Family

ID=31630032

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989082855U Expired - Lifetime JPH071449Y2 (en) 1989-07-14 1989-07-14 Supporting device for concrete formwork

Country Status (1)

Country Link
JP (1) JPH071449Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63106288A (en) * 1986-10-21 1988-05-11 株式会社日立ビルシステムサービス Guide rail lubricating device

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63201270A (en) * 1987-02-16 1988-08-19 鶴田 安之 Auxiliary pillar
JPH0644998Y2 (en) * 1987-08-06 1994-11-16 積水ハウス株式会社 Metal foam support

Also Published As

Publication number Publication date
JPH0324549U (en) 1991-03-13

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