JPH0584748U - Edge cutting tool for dismantling formwork - Google Patents

Edge cutting tool for dismantling formwork

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Publication number
JPH0584748U
JPH0584748U JP2532392U JP2532392U JPH0584748U JP H0584748 U JPH0584748 U JP H0584748U JP 2532392 U JP2532392 U JP 2532392U JP 2532392 U JP2532392 U JP 2532392U JP H0584748 U JPH0584748 U JP H0584748U
Authority
JP
Japan
Prior art keywords
formwork
cutting tool
mold
edge
dismantling
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.)
Pending
Application number
JP2532392U
Other languages
Japanese (ja)
Inventor
良治 佐々木
全興 藁科
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 JP2532392U priority Critical patent/JPH0584748U/en
Publication of JPH0584748U publication Critical patent/JPH0584748U/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】 特殊な構造・構成が不要で、解体に際して型
枠の剥離をスムーズに行えて隣接相互間で反力を取り合
うことのない型枠解体用縁切具を提供する。 【構成】 縁切具7として、一対の係止フック70a,
70bを対向した様態にベース部71で軸支して開閉さ
せるがベース部71をスライドするクランプリング72
により開き止めし、押圧ボルト73をベース部71に貫
通した状態で螺合させる。係止フック対70a,70b
を二本組みの端太パイプ12,12に係止させ、型枠1
の孔部13に位置したセパレータ2の先端部(21)に
押圧ボルト73の先端部を被せて締込む。これにより型
枠1が鉛直方向に引き剥される。
(57) [Abstract] [Purpose] To provide an edge-cutting tool for dismantling a formwork that does not require a special structure / configuration and that can smoothly separate the formwork when dismantling and that does not counteract reaction forces between adjacent forms. . [Structure] As the edge cutting tool 7, a pair of locking hooks 70a,
A clamp ring 72 that pivotally supports and opens and closes the base portion 71 in a state of facing 70b but slides the base portion 71.
And the pressing bolt 73 is screwed into the base portion 71 in a penetrating state. Locking hook pair 70a, 70b
Is locked to the thick pipes 12 and 12 of the two sets, and the form 1
The tip portion (21) of the separator 2 located in the hole 13 is covered with the tip portion of the pressing bolt 73 and tightened. As a result, the mold 1 is peeled off in the vertical direction.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、型枠の解体に際して打設コンクリート面との縁を切るための型枠解 体用縁切具に関し、特に型枠に組付けた端太部材に装着して鉛直方向に引き剥す ようにした型枠解体用縁切具に関する。 The present invention relates to a framing tool for dismantling a formwork for cutting an edge with a concrete surface when dismantling the formwork, and in particular, it is attached to a thick member attached to the formwork and peeled vertically. Rim cutting tool for dismantling the formwork.

【0002】[0002]

【従来の技術】[Prior Art]

周知のように、コンクリート構造物の構築は、鉄筋組みの周囲に型枠を設置し 、この型枠の内側にコンクリートを打設して行われる。このような型枠としては 、桟木による枠組み体に堰板を張付けたものが一般的であり、所定の縦・横寸法 を有する単位型枠を鉄筋組に臨む建込み面に多数継合せて並べ建てるものであり 、それぞれの単位型枠は端太部材を適宜に組付けることによって支持される。堰 板の表面には、解体時の引剥がしを容易にするため、グリス等の剥離剤を塗布す るのが一般的である。 As is well known, construction of a concrete structure is performed by installing a formwork around a rebar structure and placing concrete inside the formwork. As such a formwork, a weir plate is generally attached to a frame body made of a stake, and a large number of unit formwork having predetermined vertical and horizontal dimensions are spliced and arranged on the building surface facing the reinforcing bar assembly. Each unit formwork is supported by properly mounting thick members. It is common to apply a release agent such as grease to the surface of the barrier plate to facilitate peeling during dismantling.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

ところで、型枠の内側に打設されたコンクリートが硬化した後、型枠を解体す る際に型枠をコンクリート面から剥離させるには、堰板の表面に剥離剤が塗布さ れていても、建込み面に並べ建てた多数の単位型枠を一枚づつこじり外す必要が あり、小口が損傷されるという不都合があった。型枠の小口が損傷すると、転用 の許容回数が低減して好ましくない。 By the way, after the concrete that has been cast inside the formwork has hardened, in order to separate the formwork from the concrete surface when dismantling the formwork, even if a release agent is applied to the surface of the dam plate, However, it was necessary to prune out a large number of unit formwork lined up on the building surface one by one, which had the disadvantage of damaging the edge. If the edge of the mold is damaged, the number of times of diversion is reduced, which is not preferable.

【0004】 これに対し、例えば実公昭63−47244号公報(E04G 9/00)に 記載されたように、予め複数の堰板をねじジャッキで連結してユニット化し、ね じジャッキの操作によって打設コンクリート面から引き剥すものがある。このね じジャッキを用いる方式によれば、隣合う型枠の反力を取り合って打設コンクリ ート面から鉛直方向に引き剥すことができる。反面、ねじジャッキの取付け構造 に工夫を要し、その取付け構造が特殊になるので組立てやコストの面で不利があ った。On the other hand, as described in, for example, Japanese Utility Model Publication No. 63-47244 (E04G 9/00), a plurality of weir plates are connected in advance by screw jacks to form a unit, which is driven by a screw jack. Some are torn off from the concrete surface. According to this method using a screw jack, it is possible to pull up the reaction force of the adjacent molds in the vertical direction from the placing concrete surface. On the other hand, there was a disadvantage in terms of assembly and cost because the mounting structure of the screw jack required some special work and the mounting structure was special.

【0005】 本発明は前記の事情に鑑みてなされたものであり、その目的は、型枠それ自体 には特殊な構造・構成が不要であって、解体に際して型枠の剥離をスムーズに行 うことができ、型枠が隣接相互間で反力を取り合うことなくすることができる型 枠解体用縁切具を提供することにある。The present invention has been made in view of the above circumstances, and an object of the present invention is that the mold itself does not require a special structure or configuration, and the mold can be smoothly peeled off during disassembly. An object of the present invention is to provide an edge-cutting tool for dismantling a formwork, which enables the formwork to avoid reaction forces between adjacent forms.

【0006】[0006]

【課題を解決するための手段】[Means for Solving the Problems]

前記目的を達成するため本考案は、鉄筋組みに組付けられて水平方向に延設さ れた複数のセパレータの先端に建込み支持された型枠を解体するため、上記型枠 と打設コンクリート面との縁を切るための型枠解体用縁切具であって、上記型枠 に組付けた端太部材に係止される係止フックと、上記型枠のセパレータ貫通用孔 部に位置したセパレータの先端に当接して該先端を型枠の離間方向に押圧する押 圧手段とを備えたことを特徴とする。 In order to achieve the above-mentioned object, the present invention is to dismantle a formwork built in and supported by the ends of a plurality of horizontally extending separators assembled in a rebar assembly. A rim cutting tool for dismantling a formwork for cutting an edge with a surface, which is positioned on a locking hook that is engaged with a thick member assembled to the formwork and a separator penetrating hole of the formwork. Pressing means for contacting the tip of the separator and pressing the tip in the separating direction of the mold.

【0007】[0007]

【作用】[Action]

本考案の縁切具は、係止フックが端太部材に係止されることにより型枠に装着 される。そして、型枠の孔部に位置するセパレータの先端に当接させた押圧手段 により当該先端が型枠の離間方向に押圧されるので、端太部材が反対に引き出さ れることになり、このため型枠が打設コンクリート面から鉛直方向に引き剥され る。 The edging tool of the present invention is mounted on the mold by engaging the engaging hook with the thick end member. Then, since the tip end is pressed in the separating direction of the form by the pressing means that is brought into contact with the end of the separator located in the hole of the form, the thick member is pulled out in the opposite direction. The frame is peeled vertically from the cast concrete surface.

【0008】[0008]

【実施例】【Example】

以下、本考案の実施例につき、添付図面を参照して説明する。図1は、本考案 にかかる型枠解体用縁切具の好適な一実施例を示す斜視図である。同図は解体作 業に際して縁切具を型枠の端太パイプに装着した状態を示している。そして、図 2は、その縁切具の側面図であり、同図は型枠を打設コンクリート面から引き剥 している様子を示している。 Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings. FIG. 1 is a perspective view showing a preferred embodiment of an edge cutter for disassembling a mold according to the present invention. The figure shows a state in which the edge cutting tool was attached to the thick pipe of the formwork during the dismantling operation. FIG. 2 is a side view of the edge cutting tool, and the figure shows a state in which the formwork is being torn off from the cast concrete surface.

【0009】 建込まれている型枠1は、図3に示すように、桟木10を縦方向およびそれら の周囲とに配設して枠体とし、その枠体に堰板11を固着するとともに、二本組 みの端太パイプ12,12を横方向に配設したものであり、本実施例では、単位 型枠の縦寸法を2925mm、横寸法を2700mmにそれぞれ設定して大パネルと しているが、図3に示すものは標準サイズの単位型枠Uと、横寸法を2000mm とした短縮サイズの変形型枠Vとを継合せた構成となっている。この型枠1には 、建込み部所の鉄筋組みへ配列されているセパレータ2…と対応して孔部13… が設けられており、これに関して端太パイプ12の配設は、その二本組みの狭間 に各孔部13…が位置する設定となっている。すなわち、この型枠1は、建込み 部所の鉄筋組みに配列してあるセパレータ2…に係止させてあり、固定具として のフォームタイが、型枠1の孔部13を挿通してセパレータ2の先端部つまりセ パレータ2の先端に連結させたプラスチックコーン21に連結され、共締めによ り並べ建てられている。As shown in FIG. 3, the built-in formwork 1 has piers 10 arranged vertically and around them to form a frame body, and a weir plate 11 is fixed to the frame body. The two thick pipes 12 and 12 are arranged in the horizontal direction. In this embodiment, the unit form is set to have a vertical dimension of 2925 mm and a horizontal dimension of 2700 mm to form a large panel. However, the one shown in FIG. 3 has a structure in which a standard size unit form U and a shortened size deformable form V having a lateral dimension of 2000 mm are joined together. This formwork 1 is provided with holes 13 ... Corresponding to the separators 2 ... Arranged in the reinforcing bar assembly of the building section, and regarding this, the arrangement of the thick pipe 12 is two of them. Each hole 13 is located between the sets. That is, the formwork 1 is locked to the separators 2 ... Arranged in the reinforcing bar assembly at the building part, and a foam tie as a fixture is inserted through the hole 13 of the formwork 1 to form the separator. It is connected to a plastic cone 21 which is connected to the tip of the second member, that is, the tip of the separator 2, and is built side by side by co-fastening.

【0010】 なお、端太パイプ12は、建込みに際して型枠1に配設するのではなく予め組 付けられている。つまり、図1に示すように、建込み部所のセパレータ2…と対 応しない位置において、二本組みの端太パイプ12,12にクランプ板60を渡 してフォームタイ6により共締めされていて、堰板11を貫通して突出するフォ ームタイ6の先端には止めナットの代用としてプラスチックコーン21が取付け られているが、セパレータ2には連結されない。It should be noted that the thick pipe 12 is not installed in the form 1 at the time of building, but is assembled in advance. That is, as shown in FIG. 1, the clamp plate 60 is passed over the thick pipes 12 and 12 of the two sets at a position where they do not correspond to the separators 2 of the built-in portion, and they are fastened together by the foam tie 6. As a substitute for a lock nut, a plastic cone 21 is attached to the tip of the foam tie 6 that protrudes through the barrier plate 11, but is not connected to the separator 2.

【0011】 さて、縁切具7は、型枠1の解体に際して打設コンクリート面Pとの縁を切る ためのものであって、基本的には、型枠1に組付けた端太パイプ12に対する係 止フック70と、型枠1の孔部13に位置したセパレータ2の先端部(21)に 対する押圧ボルト73とを備えて構成されている。The edge cutting tool 7 is for cutting the edge with the concrete surface P for pouring when the formwork 1 is dismantled, and basically, the thick pipe 12 assembled to the formwork 1 is used. And a pressing bolt 73 against the tip end portion (21) of the separator 2 located in the hole 13 of the mold 1.

【0012】 つまり、この縁切具7は、一対の係止フック70a,70bが対向した様態に ベース部71で軸支されていて、開閉可能ではあるがベース部71をスライドす るクランプリング72により開き止めされるようになっており、押圧ボルト73 がベース部71に螺合して貫通されていて、その先端部はセパレータ2の先端に 連結されたプラスチックコーン21の雄ねじ22に被せられるようになっている 。従って、縁切り作業は、係止フック対70a,70bを二本組みの端太パイプ 12,12に係止させ、型枠1の孔部13に位置するプラスチックコーン21の 雄ねじ22に押圧ボルト73の先端部を被せて締込めばよく、押圧ボルト73の 締込み回転に伴って端太パイプ12,12が反対に引き出されることになり、こ のため、型枠1が打設コンクリート面Pから鉛直方向に引き剥される。That is, the edge cutting tool 7 is pivotally supported by the base portion 71 in such a manner that the pair of locking hooks 70 a and 70 b face each other, and the clamp ring 72 that slides the base portion 71 is openable and closable. The pressing bolt 73 is screwed into the base portion 71 and penetrates through it, and its tip is covered with the male screw 22 of the plastic cone 21 connected to the tip of the separator 2. It has become . Therefore, in the edging operation, the locking hook pairs 70a and 70b are locked to the thick pipes 12 and 12 of the two sets, and the male screw 22 of the plastic cone 21 located in the hole 13 of the formwork 1 is attached to the pressing bolt 73. It suffices to cover the tip part and tighten it, and as the tightening rotation of the pressure bolt 73 causes the thick pipes 12 and 12 to be pulled out in the opposite direction, the formwork 1 is vertically moved from the pouring concrete surface P. Torn in the direction.

【0013】 型枠1の解体に際しては、まず、セパレータ2に連結したフォームタイ6を全 て取外し、つまり建込み支持のための連係手段を全て取外して、型枠1をセパレ ータから離脱可能とする。このとき、型枠1には例えばフォークリフトなどの昇 降機構を有した搬送台車をセットしておくのが好ましい。When disassembling the mold 1, first, all the foam ties 6 connected to the separator 2 are removed, that is, all the linking means for supporting the building is removed, and the mold 1 can be detached from the separator. And At this time, it is preferable to set a transport carriage having a lifting mechanism such as a forklift on the formwork 1.

【0014】 その後、縁切具7を型枠1に装着して打設コンクリート面Pとの縁を切ればよ く、すなわち、係止フック対70a,70bを二本組みの端太パイプ12,12 に係止しつつ押圧ボルト73の先端部でセパレータ2の先端部を型枠1の離間方 向に押圧するようにして、打設コンクリート面Pから型枠1を剥離させる。After that, the edge cutting tool 7 may be attached to the formwork 1 to cut the edge with the concrete placing surface P, that is, the pair of locking hooks 70a and 70b may be used as the thick pipe 12 of the two sets. The mold 1 is peeled off from the cast concrete surface P by engaging the end of the pressing bolt 73 with the tip of the pressing bolt 73 while pressing the tip of the separator 2 toward the separating direction of the mold 1.

【0015】 このように、縁切具7としては、係止フック対70a,70bが二本組みの端 太パイプ12,12へ係止され、これにより型枠1に対して装着されており、型 枠1の孔部13に位置しているプラスチックコーン21の雄ねじ22へ当接させ た押圧ボルト73を締込んでいくに伴って端太パイプ12,12が反対に引き出 されていくので、型枠1が打設コンクリート面Pから鉛直方向に引き剥されるこ とになる。そして、縁切り作業は縁切具7を型枠1へ装着して押圧ボルト73を 締込んでいくだけなので、型枠1自体には特殊な構造・構成をとることなく解体 作業を容易かつ迅速に行うことができる。As described above, as the edge cutting tool 7, the locking hook pairs 70a and 70b are locked to the two thick pipes 12 and 12, and are thereby attached to the mold 1. Since the thick pipes 12 and 12 are pulled out in the opposite direction as the pressing bolt 73 that is brought into contact with the male screw 22 of the plastic cone 21 located in the hole 13 of the mold 1 is tightened, The formwork 1 will be torn off vertically from the poured concrete surface P. Since the edge cutting work is performed only by attaching the edge cutting tool 7 to the formwork 1 and tightening the pressing bolts 73, the dismantling work can be performed easily and quickly without taking a special structure or configuration in the formwork 1 itself. It can be carried out.

【0016】 なお、上記実施例では、係止フック70を対に構成したが、これに限定される ものではなく、押圧ボルト73を締込む際にその係止が外れないように掛止めで きればよいので、例えばフック先端を延長して片方のみとしてもよい。In the above embodiment, the locking hooks 70 are configured as a pair, but the invention is not limited to this. The locking hooks 70 can be locked so that the locking bolts are not disengaged when tightened. Therefore, for example, the hook tip may be extended to have only one.

【0017】[0017]

【考案の効果】[Effect of the device]

以上詳細に説明したように、本考案にかかる型枠解体用縁切具によれば、係止 フックが端太部材へ係止され、これにより型枠に対して装着されるものであり、 型枠の孔部に位置しているセパレータの先端部へ当接させた押圧手段により当該 先端部が押圧されるので、端太部材が反対に引き出されることになり、型枠が打 設コンクリート面から鉛直方向に引き剥されることになる。そして、縁切り作業 は縁切具を型枠に装着して押圧手段を作用をさせるだけなので容易かつ迅速に行 うことができ、しかも型枠それ自体には特殊な構造・構成が不要である。 As described in detail above, according to the edge disassembling tool for disassembling formwork according to the present invention, the engaging hook is engaged with the thick end member, and is thereby attached to the formwork. Since the tip end portion is pressed by the pressing means that is brought into contact with the tip end portion of the separator located in the hole portion of the frame, the thick member is pulled out in the opposite direction, and the formwork is removed from the cast concrete surface. It will be stripped vertically. The edging operation can be performed easily and quickly because the edging tool is attached to the mold and the pressing means is actuated, and the mold itself does not require any special structure or configuration.

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

【図1】本考案の一実施例を示す斜視図である。FIG. 1 is a perspective view showing an embodiment of the present invention.

【図2】縁切具を示す側面図である。FIG. 2 is a side view showing an edge cutting tool.

【図3】型枠を示す立面図である。FIG. 3 is an elevational view showing a formwork.

【符号の説明】[Explanation of symbols]

1 型枠 2 セパレータ 7 縁切具 12 端太部材(端太パイプ) 13 孔部 21 プラスチックコーン 70 係止フック 73 押圧ボルト P 打設コンクリート面 1 Formwork 2 Separator 7 Edge Cutting Tool 12 Edge Thick Member (Thick Edge Pipe) 13 Hole 21 Plastic Cone 70 Locking Hook 73 Press Bolt P Placing Concrete Surface

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 鉄筋組みに組付けられて水平方向に延設
された複数のセパレ−タの先端に建込み支持された型枠
を解体するため、上記型枠と打設コンクリート面との縁
を切るための型枠解体用縁切具であって、上記型枠に組
付けた端太部材に係止される係止フックと、上記型枠の
セパレータ貫通用孔部に位置したセパレータの先端に当
接して該先端を型枠の離間方向に押圧する押圧手段とを
備えたことを特徴とする型枠解体用縁切具。
1. An edge between a mold and a cast concrete surface for disassembling a form built and supported at the tips of a plurality of separators assembled in a rebar assembly and extending in the horizontal direction. An edge cutting tool for dismantling a formwork, which is to be engaged with a thick member assembled to the formwork, and a tip of a separator located in a separator penetrating hole of the formwork. An edge cutting tool for disassembling a mold, which comprises a pressing means that abuts against the mold and presses the tip in the separating direction of the mold.
JP2532392U 1992-04-20 1992-04-20 Edge cutting tool for dismantling formwork Pending JPH0584748U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2532392U JPH0584748U (en) 1992-04-20 1992-04-20 Edge cutting tool for dismantling formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2532392U JPH0584748U (en) 1992-04-20 1992-04-20 Edge cutting tool for dismantling formwork

Publications (1)

Publication Number Publication Date
JPH0584748U true JPH0584748U (en) 1993-11-16

Family

ID=12162770

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2532392U Pending JPH0584748U (en) 1992-04-20 1992-04-20 Edge cutting tool for dismantling formwork

Country Status (1)

Country Link
JP (1) JPH0584748U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101355824B1 (en) * 2012-07-19 2014-01-24 김은미 Clamp
JP2014181524A (en) * 2013-03-21 2014-09-29 Kajima Corp Wet-curing method of concrete structure side face

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101355824B1 (en) * 2012-07-19 2014-01-24 김은미 Clamp
JP2014181524A (en) * 2013-03-21 2014-09-29 Kajima Corp Wet-curing method of concrete structure side face

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