JPH0242985B2 - - Google Patents

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Publication number
JPH0242985B2
JPH0242985B2 JP59264328A JP26432884A JPH0242985B2 JP H0242985 B2 JPH0242985 B2 JP H0242985B2 JP 59264328 A JP59264328 A JP 59264328A JP 26432884 A JP26432884 A JP 26432884A JP H0242985 B2 JPH0242985 B2 JP H0242985B2
Authority
JP
Japan
Prior art keywords
wedge
mold frame
panel
assembly
panel assembly
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
JP59264328A
Other languages
Japanese (ja)
Other versions
JPS61237762A (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
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Priority to JP26432884A priority Critical patent/JPS61237762A/en
Publication of JPS61237762A publication Critical patent/JPS61237762A/en
Publication of JPH0242985B2 publication Critical patent/JPH0242985B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は型わくの組立、解体装置に関する。さ
らに詳しくは、コンクリートの型わく工事におけ
る型わくの組立、解体装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to an apparatus for assembling and disassembling a mold frame. More specifically, the present invention relates to a mold frame assembly and disassembly device in concrete mold construction work.

〔従来の技術〕[Conventional technology]

従来、打込みコンクリートの成形用に木材また
は金属の型わくが選択使用されてきたが、組立、
型わく剥離剤の塗布、検査、解体、整理などで多
くの人手と時間とを要し、コンクリート打込み
後、硬化するまでの型わく存置期間が重要な位置
では4週間にものぼり、型わく組立の構造上、そ
の存置期間が過ぎるまでは、そのまま放置して再
利用できないことから、再利用率が制限され、そ
れが型わく工事請負業者の大きな負担となつて間
接的に工期の遅滞をきたし工事がはかどらない原
因となつている。
Traditionally, wood or metal molds have been selectively used for forming poured concrete, but assembly and
Applying a mold stripping agent, inspecting, dismantling, organizing, etc. requires a lot of manpower and time, and the mold can remain in place for as long as 4 weeks after concrete is poured until it hardens, and mold assembly is difficult. Because of the structure of molds, they cannot be left alone and reused until their shelf life has expired, which limits the reuse rate, which places a heavy burden on mold construction contractors and indirectly delays the construction period. This is the reason why the construction work is not progressing.

そこで、近年ではメタル・フオーム(Metal
Form)が使用され、工期の短縮および打込みコ
ンクリートの品質の改善に多少なりとも寄与する
ところがあつたが、メタル・フオームとて木材型
わくの範ちゆうを逸脱しておらず、組立、解体装
置は木材のものと大同小異であり、結局は型ワク
パネルも木材のものと同様にコンクリート成形体
の内側より成形面から横方向へ剥離しなければな
らないことから、型わくの利用は依然として制限
され、型わく工事の問題点が依然残つている。も
ちろん工期を短縮するために金属わくに熱を伝導
させて硬化を促進させる方法が用いられている
が、コンクリート強度をおとすため良い方法では
ない。
Therefore, in recent years metal form (Metal
Although metal forms have been used to some extent to shorten the construction period and improve the quality of poured concrete, metal forms do not deviate from the scope of wood-type frames, and assembly and disassembly equipment are the same and slightly different from those of wood, and in the end, mold panels must be peeled laterally from the molding surface from the inside of the concrete molded body, just like wood panels, so the use of mold frames is still limited, and mold Problems with the construction work still remain. Of course, in order to shorten the construction period, methods are used to promote hardening by conducting heat through the metal frame, but this is not a good method as it reduces the strength of the concrete.

なお、工期短縮のつけ目からプレハブ工法が日
本やヨーロツパにも盛んに取り入れられている
が、プレハブ部材の運搬にコストがかさむのはも
とより、人件費の節約から場で大量生産するた
め、部材の規格化が前提条件となり、さらにその
ためモジユールが確立されなければならない。い
いかえれば、その工法が持つ利点の反面に、この
部材のデザインが画一的になり、好みのサイズや
形状に適応させるためには従来の型わく工事は依
然重要な地位を占めている。
The prefabricated construction method is being widely adopted in Japan and Europe to shorten the construction period, but not only is it expensive to transport the prefabricated parts, but it also has to be mass-produced on-site to save on labor costs. Standardization is a prerequisite, and for this purpose modules must also be established. In other words, despite the advantages of this construction method, the design of these components has become uniform, and conventional mold construction still plays an important role in adapting to the desired size and shape.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

本発明は前述の不都合ないしは欠陥を解消する
ために提案されたものである。すなわち、その主
な目的は、コンクリート壁成形体の内側型わくパ
ネルを組立時は引張り、解体時は引張りを解除
し、成形体面に沿つて剥離できるようにし、もつ
と工事が簡単迅速化され、任意の造形建築であつ
ても工期を短縮できるようにした型わくの組立、
解体装置を提供することにある。
The present invention has been proposed to overcome the above-mentioned disadvantages and deficiencies. In other words, its main purpose is to tension the inner frame panel of a concrete wall molding during assembly, release the tension during disassembly, and allow it to be peeled off along the molded surface, thereby simplifying and speeding up construction work. Assembling mold frames that can shorten the construction period even for buildings of any design,
Our goal is to provide demolition equipment.

〔問題点を解決するための手段〕[Means for solving problems]

本発明の型わくの組立、解体装置の第1の態様
は、コンクリートを打込み、所定の形に成形する
ため外型わくに対応して形成される内型わくを有
し、該内型わくが、少なくとも2枚のパネル組立
単体とそれらの間に介在される割込装置とを有し
ており、前記パネル組立単体の対向する外縁が互
いに末広がり状に傾斜しており、前記割込装置が
前記外縁の間に形成される楔形溝と対応する楔形
チヤンネル断面の長尺体からなる楔本体と、該楔
本体をパネル組立単体の傾斜面と摺動するように
案内するための案内部材と、前記楔本体を傾斜面
に沿つて楔挿または離脱させるための力伝達機構
とを有しており、該力伝達機構が前記楔本体の両
側に突出するように回転自在に設けられる一対の
螺旋ギアと、前記楔本体に隣接し、パネル組立担
体の外縁に沿つて螺旋ギアと噛合うように設けら
れラツクと、前記螺旋ギアを回転駆動する手段と
から構成されている。
A first aspect of the mold frame assembly and disassembly apparatus of the present invention has an inner mold frame formed to correspond to an outer mold frame for pouring concrete and molding it into a predetermined shape. , comprising at least two panel assemblies and an interrupting device interposed between them, the opposing outer edges of the panel assembling units being inclined to diverge toward each other, and the interrupting device being connected to the a wedge body made of an elongated body with a wedge-shaped channel cross section corresponding to the wedge-shaped groove formed between the outer edges; a guide member for guiding the wedge body so as to slide on the inclined surface of the panel assembly unit; a pair of helical gears that are rotatably provided so that the force transmission mechanism protrudes from both sides of the wedge body; , a rack provided adjacent to the wedge body and meshing with a helical gear along the outer edge of the panel assembly carrier, and means for rotationally driving the helical gear.

さらに本発明の装置の第2の態様は、上下部に
それぞれ設けられる横ばたと、縦方向に配置され
る縦ばたと、それらを締着する締着ねじとで組立
てられた複数のパネルよりなり、コンクリートを
打込むために所定の位置に型づくりされた複数の
内パネル組立単体において、組立時前記組立単体
間に形成された末広がり状の楔形溝には、この溝
に応じた形状の楔形割込装置が力伝達機構で嵌挿
されていると共に、前記パネル組立単体と外型わ
くのパネル組立単体の横ばた上部には懸架装置が
該単体下部の定着用錐形金具の定着に相俟つてそ
の組立単体を懸架部するように取りつけられてお
り、解体時はその割込装置を解体するだけで内パ
ネル組立単体がコンクリート成形面にそつて剥離
されるような構成としたものである。
Furthermore, a second aspect of the device of the present invention is comprised of a plurality of panels assembled with horizontal strips provided at the upper and lower portions, vertical strips arranged in the vertical direction, and fastening screws for fastening them. , in a plurality of inner panel assemblies molded in predetermined positions for pouring concrete, wedge-shaped grooves with a shape corresponding to the grooves are formed in the wedge-shaped grooves formed between the assemblies during assembly. The mounting device is fitted and inserted by a force transmission mechanism, and a suspension device is installed at the horizontal upper part of the panel assembly unit and the panel assembly unit of the outer mold frame to help fix the fixing conical fitting at the bottom of the unit. The inner panel assembly is attached as a suspension part, and when dismantled, the inner panel assembly can be peeled off along the concrete molding surface by simply disassembling the interrupting device.

つぎに、本発明の実施例を図面を参照しながら
説明する。ただし、図面は説明のためのものであ
り、本発明はかかる実施例に限定されるものでは
なく、特許請求の範囲の記載の範囲内で種々の改
変、変更がなされうることは明らかであろう。
Next, embodiments of the present invention will be described with reference to the drawings. However, the drawings are for illustrative purposes only, and the present invention is not limited to these embodiments, and it will be obvious that various modifications and changes can be made within the scope of the claims. .

〔実施例〕〔Example〕

第1〜3図は本発明の第1実施例の施工工程の
簡略図、第4図は第1図のa−a線断面図、
第5図は楔形割込装置の平面図、第6図および第
8図はそれぞれ型わく解体の動作の見取図、第7
図は楔本体の見取図、第9図は第8図の−線
断面図、第10図はリフト装置の一実施例を示す
見取図、第11図は第1実施例の楔本体を楔形溝
に嵌挿させる力伝達機構の見取図、第12図は第
2実施例の施工簡略図、第13図は第2実施例に
おける力伝達機構の断面図、第14図は第13図
の−線断面図、第15図は第14図の
−線断面図、第16図は第14図の平面
図、第17〜19図は楔形割込装置の他の実施例
を示す見取図、第20〜22図は型わく定着手段
の詳細一部断面図、第23〜25図は本発明が多
角壁体に応用される簡略平面図がある。
1 to 3 are simplified diagrams of the construction process of the first embodiment of the present invention, and FIG. 4 is a sectional view taken along line a-a in FIG. 1.
Fig. 5 is a plan view of the wedge-shaped interrupting device, Figs. 6 and 8 are sketches of the operation of dismantling the mold frame, and Fig. 7
The figure is a sketch of the wedge main body, FIG. 9 is a cross-sectional view taken along the line -- in FIG. 8, FIG. 10 is a sketch showing one embodiment of the lift device, and FIG. A sketch of the force transmission mechanism to be inserted, FIG. 12 is a simplified construction diagram of the second embodiment, FIG. 13 is a cross-sectional view of the force transmission mechanism in the second embodiment, FIG. 14 is a cross-sectional view taken along the - line in FIG. 13, Fig. 15 is a sectional view taken along the - line in Fig. 14, Fig. 16 is a plan view of Fig. 14, Figs. 17 to 19 are sketches showing other embodiments of the wedge-shaped interrupting device, and Figs. A detailed partial sectional view of the frame fixing means, and FIGS. 23 to 25 are simplified plan views in which the present invention is applied to a polygonal wall body.

まず本発明の第1実施例について説明する。第
1〜3図において、符号1はコンクリートの一内
側壁面に対応する内型わくに組立てられるための
多数のパネル組立単体(以下、内パネルという)
である。符号2は同じく一外側壁面用外型わくの
ための多数のパネル組立単体(以下、外パネルと
いう)である。符号3はそれらの内パネル1によ
りなる内型わくと、外パネル2によりなる外型わ
くとの間にコンクリートを充填することによつて
成形されるコンクリート成形体(以下、コンクリ
ート体という)である。
First, a first embodiment of the present invention will be described. In Figures 1 to 3, reference numeral 1 denotes a large number of panel assembly units (hereinafter referred to as inner panels) to be assembled into an inner mold frame corresponding to one inner wall surface of concrete.
It is. Reference numeral 2 designates a large number of panel assemblies (hereinafter referred to as outer panels) for the outer mold frame for one outer wall surface. Reference numeral 3 designates a concrete molded body (hereinafter referred to as a concrete body) formed by filling concrete between the inner mold frame made up of the inner panel 1 and the outer mold frame made of the outer panel 2. .

図面において、内パネル1同士は、対向する側
縁10が互いに末広がり状の溝を形成するような
テーパ面に形成され、この溝にはこれに対応して
楔形をした割込装置4が取外し可能に嵌挿され、
内側が整合して平面をなすようにされている。す
なわち、第3図に示すように、嵌挿している割込
装置4をテーパ面10に沿つて取外すと、内パネ
ル1は側縁10から引張り作用が解消したことに
よつて解除内縮され、コンクリート体3面との間
に隙間Gを生じると共に、内パネル1同士の間に
隙間が生じるので、容易にコンクリート体3面に
沿つて剥離される。
In the drawing, the inner panels 1 are formed into tapered surfaces such that opposing side edges 10 form grooves that widen toward each other, and corresponding wedge-shaped cutting devices 4 are removable in these grooves. inserted into the
The insides are aligned to form a flat surface. That is, as shown in FIG. 3, when the inserted insertion device 4 is removed along the tapered surface 10, the inner panel 1 is released and inwardly contracted due to the release of the tensile action from the side edge 10. Since a gap G is created between the concrete body 3 and a gap is also created between the inner panels 1, the inner panels 1 are easily peeled off along the concrete body 3.

第4図において、符号71は内パネル1に組立
てるための横ばたで、コアが中空で開口部71a
を有し、締着ねじで外部から締められるようにし
てある。符号72は同じく内パネル1に組立てる
ための縦ばた、符号73は適当な場所に補強用と
して取りつけられた桁部材、符号81はコンクリ
ートスラブを形成する型わく、符号82はこれを
支持する桁部材である。符号21は外パネル2を
組立てるための横ばた、符号22は縦ばた、符号
5は複数のねじ締着用の円錐形金具で、内外パネ
ルを支えるために、型内の下部およびスラブ型わ
くの側端部面に予置され、横ばた71,21がち
よどスラブ天端に置かれるようにねじ54で締着
される。符号6は両端部が上側横ばた71と21
にまたがり、該横ばたを締着する懸架装置で、詳
細は後述するが、先端部に突起と貫通孔とをそれ
ぞれ備える2つの部材の係合により下方の内パネ
ル1および外パネル2を懸架する。もちろん、前
記上側の横ばた71と21に横棒61を横架して
締着し、内パネル1および外パネル2を懸架して
もよい。
In FIG. 4, reference numeral 71 denotes a horizontal plate for assembling to the inner panel 1, which has a hollow core and an opening 71a.
It is designed to be tightened from the outside with a tightening screw. Reference numeral 72 is also a vertical beam for assembling to the inner panel 1, reference numeral 73 is a girder member attached to an appropriate location for reinforcement, reference numeral 81 is a mold frame for forming a concrete slab, and reference numeral 82 is a girder that supports this. It is a member. Reference numeral 21 is a horizontal frame for assembling the outer panel 2, reference numeral 22 is a vertical frame, and reference numeral 5 is a conical metal fitting for tightening multiple screws. It is pre-placed on the side end surface of the slab and is fastened with screws 54 so that the side flaps 71, 21 are placed at the top of the slab. The code 6 has upper horizontal stripes 71 and 21 at both ends.
This is a suspension device that straddles and fastens the side flaps, and the details will be described later, but the lower inner panel 1 and outer panel 2 are suspended by engagement of two members each having a protrusion and a through hole at the tip. do. Of course, the inner panel 1 and the outer panel 2 may be suspended by horizontally suspending and fastening the horizontal bar 61 to the upper horizontal flaps 71 and 21.

そこでこれらの組立作業を行なうには、ばた7
1,72で組立てられた内パネル1およびばた2
1,22で組立てられて外パネル2の板面をコン
クリート体3の型の外縁の標示線に沿つて直立さ
せ、内パネル1はスラブ型わくの側端部面および
壁型内下端部に予置されている円錐形金具5にそ
れぞれねじ54で仮締めし、一方外パネル2はブ
ラケツトBにのせてねじ54で内パネル1と協動
した円錐形金具5に仮締めし、この時点におい
て、上側の横ばた71,21にまたがつて懸架装
置6をねじで仮締着し、最後に型を調整検査して
ねじを締着することによつて型わく全体を所定の
位置に懸架定着させる。この際、割込装置4は後
述する力伝達機構で内パネル間の楔形溝にパネル
を引張るように嵌挿される。
Therefore, in order to perform these assembly operations, it is necessary to
Inner panel 1 and flap 2 assembled with 1,72
1 and 22, the plate surface of the outer panel 2 is made to stand upright along the marking line on the outer edge of the mold of the concrete body 3, and the inner panel 1 is pre-assembled on the side end surface of the slab mold frame and the inner lower end of the wall mold. The outer panel 2 is placed on the bracket B and temporarily tightened with the screws 54 to the conical fittings 5 cooperating with the inner panel 1, and at this point, The suspension device 6 is temporarily fastened with screws across the upper horizontal ribs 71 and 21, and finally the mold is adjusted and inspected and the screws are tightened to suspend and fix the entire mold frame in a predetermined position. let At this time, the interrupting device 4 is inserted into the wedge-shaped groove between the inner panels by a force transmission mechanism to be described later so as to pull the panel.

第5図は割込装置4の詳細を示すもので、第4
図と照らしあわせて説明すると、符号41は楔形
溝に嵌挿される楔本体、符号43は楔本体41の
斜面側に隣接し、その斜面を対応して形成された
梯形部材で、その垂直面側は内パネル1の外縁に
当接締着される。符号42は型わく解体時に楔本
体41を上後方へ誘導するガイドバー、符号41
1はそのガイドバー42が摺動する摺動スロツ
ト、符号431は梯形部材43と内パネル1を固
着するねじ、符号432はガイドバー42を梯形
部材43に固着させ、先端部がカバー421およ
びねじ422でスロツト411から脱出しないよ
うにしたねじである。このように楔本体41が内
側に整合して平面をなすように嵌着された時に、
内パネル1は引張られる。
FIG. 5 shows details of the interrupt device 4.
Referring to the drawings, reference numeral 41 denotes a wedge body that is fitted into a wedge-shaped groove, and numeral 43 denotes a trapezoidal member that is adjacent to the slope side of the wedge body 41 and is formed correspondingly to the slope, and the vertical side thereof. is abutted against and fastened to the outer edge of the inner panel 1. Reference numeral 42 denotes a guide bar for guiding the wedge main body 41 upward and rearward during mold frame disassembly; reference numeral 41
1 is a sliding slot in which the guide bar 42 slides, 431 is a screw that fixes the trapezoidal member 43 and the inner panel 1, 432 is a screw that fixes the guide bar 42 to the trapezoidal member 43, and the tip is connected to the cover 421 and the screw. 422 is a screw that is prevented from coming out of the slot 411. When the wedge body 41 is fitted in such a way that it aligns with the inside and forms a flat surface,
The inner panel 1 is tensioned.

第6〜9図は型わく解体作業を図示したもの
で、型わくを解体するばあい、まず楔本体41を
クレーンまたはその他のリフト装置で楔本体41
上部に取りつけられているフツク413に引掛け
て上後方に移動させながら吊り上げ、前記ガイド
バー42の摺動スロツト411に沿つて摺動する
ことにより引張られた内パネル1が解除されて内
縮し、コンクリート体面との間に隙間G(第3図
参照)が生じるので、内パネル1はこの隙間Gに
より容易にコンクリート体面にそつて剥離され
る。もちろん、解体前にはねじはすでに強められ
ている。
6 to 9 illustrate the mold frame dismantling work. When dismantling the mold frame, first the wedge body 41 is lifted using a crane or other lifting device.
The inner panel 1 is hooked onto the hook 413 attached to the upper part and lifted while moving upward and rearward, and is slid along the sliding slot 411 of the guide bar 42, thereby releasing the tensioned inner panel 1 and causing it to contract inwardly. Since a gap G (see FIG. 3) is created between the inner panel 1 and the concrete surface, the inner panel 1 is easily peeled off along the concrete surface due to this gap G. Of course, the screws were already strengthened before disassembly.

前記リフト装置はクレーンのかわりに第10図
に示すように水圧シリンダを用いれば好都合であ
る。すなわち、一端を楔本体41に鋲着されてい
るプレートbに枢支し、他端を楔部材43のみ下
端部に鋲着されているプレートaに枢支した水圧
シリンダPにより、楔本体41は上後方へ引き上
げられる。
It is advantageous if the lifting device uses a hydraulic cylinder instead of a crane, as shown in FIG. That is, the wedge body 41 is moved by a hydraulic cylinder P having one end pivoted to a plate b riveted to the wedge body 41 and the other end pivoted to a plate a riveted to the lower end of the wedge member 43. It is pulled upwards and backwards.

第11図は内パネル1が組立てられ、楔本体4
1を梯形部材43と43の間に嵌挿させる作業を
行なう力伝達機構を示したもので、パネル1を解
体してその上層に吊り上げて再利用して組立てる
か、または別の位置に再利用して組立てようとす
るにあたり、チエーン91の一端をフツク413
に引掛け、他端をクレーン90に引掛けると共
に、両端間にフツク921つきプーリ92が転動
するように前記チエーン91にプーリをかけ、そ
のフツク921に一端が梯形部材43の下端部に
鋲着されているレバー94に繋着したチエーン9
3の他端を引掛けることにより、力の伝達および
方向変換ができるように構成されている。すなわ
ち、クレーン90を上方に上げると楔本体41は
ガイドバー42の誘導により下前方へ移動し、内
パネル1を引張る。ここでらねじ435を締める
と楔本体41が梯形部材43と43と間に嵌着さ
れるのである。
Figure 11 shows the inner panel 1 assembled and the wedge body 4
This figure shows a force transmission mechanism that performs the work of inserting panel 1 between trapezoidal members 43 and 43. Panel 1 can be dismantled and lifted onto the upper layer and reused and reassembled, or it can be reused at another location. When attempting to assemble the chain 91, attach one end of the chain 91 to the hook 413.
At the same time, a pulley is attached to the chain 91 so that the pulley 92 with a hook 921 rolls between both ends, and one end is riveted to the lower end of the trapezoidal member 43 on the hook 921. The chain 9 connected to the lever 94 attached
By hooking the other end of 3, force can be transmitted and direction can be changed. That is, when the crane 90 is raised upward, the wedge body 41 moves downward and forward under the guidance of the guide bar 42 and pulls the inner panel 1. When the round screw 435 is tightened, the wedge body 41 is fitted between the trapezoidal members 43 and 43.

つぎに、本発明の第2実施例について説明す
る。本実施例は前述の第1実施例が梯形部材43
を内パネル1の垂直外縁に当接締着させて、その
梯形部材43の斜面側が対向して互いに末広がり
状の楔形溝に形成された代りに、内パネル1自体
が対向して互に末広がり状の楔形溝を形成し、か
つ、本実施例は前述の第1実施例の楔本体41の
楔形溝への嵌挿が力伝達機構で行なわれ、溝から
の抜出し動作がリフト装置で行なわれるように
別々になされる代りに、ウオームとウオームギア
の噛合連動で楔本体が移動することにより、楔形
溝への嵌挿および離脱を同一機構で行なおうとす
るものである。
Next, a second embodiment of the present invention will be described. This embodiment is different from the above-mentioned first embodiment in that the trapezoidal member 43 is
are brought into contact with and fastened to the vertical outer edge of the inner panel 1, and instead of the sloped sides of the trapezoidal members 43 facing each other and forming wedge-shaped grooves that widen toward each other, the inner panels 1 themselves face each other and form wedge-shaped grooves that widen toward each other. In addition, in this embodiment, the wedge main body 41 of the first embodiment described above is inserted into the wedge-shaped groove by a force transmission mechanism, and removed from the groove by a lift device. Instead of doing this separately, the wedge body is moved by interlocking engagement between the worm and the worm gear, so that insertion into and removal from the wedge-shaped groove can be performed by the same mechanism.

すなわち、第12〜16図において、符号10
1は内パネル1の外縁で、対向して互いに末広が
り状に形成し楔形溝102を形成する。符号44
は楔本体、符号441は楔本体44の空間の長手
方向に沿設されているウオーム、符号45はウオ
ーム441の上下端部にてそれと噛合うウオーム
ギア、符号451はその心軸、符号452は心軸
451の両端より楔本体44外部へ突出している
螺旋ギア、符号46は楔本体44に隣接し、内パ
ネル1の外縁に沿つて螺旋ギアと噛合うように設
けられたラツク、符号11,13は内パネル1に
突設され、符号411,413はそれぞれそれら
に対応して楔本体44に突設され、ねじを通し、
または外すことによつて楔本体44を内パネル1
に締着または取外すようにした締着孔である。ま
た、符号14は螺旋ギア452に近接し、内パネ
ル1に凹設して螺旋ギア452の前後動に供され
る空間部、符号47は楔本体44の頂端部にて固
着されるガイドプレート、符号48は内パネル1
頂端部に固着され、またガイドプレートとは取外
し可能に締着されているシートである。なお、上
記ウオーム441は楔本体44の頂底部に軸支さ
れ、心軸451は楔本体の斜面側に軸支されてい
る。
That is, in FIGS. 12 to 16, the reference numeral 10
Reference numeral 1 denotes an outer edge of the inner panel 1, which faces each other and is formed in a shape that widens toward the end to form a wedge-shaped groove 102. code 44
Reference numeral 441 indicates the wedge main body, reference numeral 441 indicates a worm provided along the longitudinal direction of the space of the wedge main body 44, reference numeral 45 indicates a worm gear that meshes with the upper and lower ends of the worm 441, reference numeral 451 indicates its central axis, and reference numeral 452 indicates the center. A spiral gear 46 protrudes from both ends of the shaft 451 to the outside of the wedge body 44, and racks 11 and 13 are provided adjacent to the wedge body 44 and mesh with the spiral gear along the outer edge of the inner panel 1. are provided protruding from the inner panel 1, and numerals 411 and 413 are provided correspondingly to protrude from the wedge body 44, through which screws are passed.
or by removing the wedge body 44 from the inner panel 1.
It is a fastening hole that can be fastened or removed. Further, reference numeral 14 is a space adjacent to the helical gear 452 and recessed in the inner panel 1 to allow the helical gear 452 to move back and forth; reference numeral 47 is a guide plate fixed at the top end of the wedge body 44; Code 48 is inner panel 1
A sheet is fixed to the top end and is removably fastened to the guide plate. The worm 441 is pivotally supported at the top and bottom of the wedge body 44, and the shaft 451 is pivotally supported on the slope side of the wedge body.

このようにして、前記ウオーム441を動力ま
たは人力により回転させると、ウオームギア45
が連動して回転し、これにより螺旋ギア452が
連動されてラツク46上を転動し、楔本体44を
して内パネル1に嵌挿させ、または離脱させるも
のである。そしてこの移動と同時にシート48と
ガイドプレート47が前後に作動して内パネル1
を引張りまたは引張りを解除させる。
In this way, when the worm 441 is rotated by power or human power, the worm gear 45
The spiral gear 452 is interlocked and rotated, thereby rolling on the rack 46 to cause the wedge body 44 to fit into or detach from the inner panel 1. Simultaneously with this movement, the sheet 48 and the guide plate 47 move back and forth, causing the inner panel 1
to pull or release tension.

前述の楔本体はすべて断面が楔形チヤンネルを
形成した長尺体でその嵌挿または離脱は前後方向
に作動するが、これを第17〜19図に示すよう
に楔本体4aの丈を楔形にして上下方に嵌挿また
は離脱することによつて内パネル1を引張りまた
は解除させることもできる。
All of the wedge bodies mentioned above are elongated bodies whose cross section forms a wedge-shaped channel, and the insertion or removal thereof operates in the front-rear direction. However, as shown in FIGS. 17 to 19, the length of the wedge body 4a is made wedge-shaped. The inner panel 1 can also be pulled or released by vertically inserting or removing it.

第20図および第21図は型わくを組立てると
きに、その組立単体を所定の位置に定着させる円
錐形金具5と締着ネジを詳細に示したもので、第
20図において符号51は円錐形金具5中にねじ
が刻ままれた雌ねじ、符号52はその雄ねじで内
外組立単体をコンクリート壁の型の下端部に取り
つけられた円錐形金具5に協働して締着するもの
である。なお、第21図において、符号53は円
錐形金具5中にねじが刻まれた雌ねじ、符号54
は雄ねじで、内パネル組立単体1をスラブ型わく
の側端面に予置された円錐形金具5に締着するも
のである。また、前記金具5が円錐形に形成され
るので、コンクリートから容易に引き抜くことが
でき、反復利用される。
FIGS. 20 and 21 show in detail the conical metal fittings 5 and fastening screws that fix the assembled unit in a predetermined position when assembling the mold frame. In FIG. A female thread 52 is threaded into the metal fitting 5, and the external thread is used to cooperate with and fasten the inner and outer assembly to the conical metal fitting 5 attached to the lower end of the concrete wall mold. In addition, in FIG. 21, the reference numeral 53 indicates a female screw thread carved into the conical fitting 5, and the reference numeral 54 indicates a female thread.
is a male screw that fastens the inner panel assembly unit 1 to a conical metal fitting 5 pre-placed on the side end surface of the slab type frame. Further, since the metal fitting 5 is formed into a conical shape, it can be easily pulled out from concrete and used repeatedly.

第22図および第23図は懸架装置6を詳細に
示したもので、符号16は横ばた71上部に締着
された第1懸架部、符号161はその先端部上部
に植設された方形突起、符号27は第1懸架部1
6に対応して横ばた21上部に締着された第2懸
架部、符号270はその先端部上方に溶接された
係合アーム、符号271は係合アーム270先端
部に前記方形突起161に対応して突設された貫
通方孔、符号273は突起161を貫通孔271
に嵌合した後、抜け出さないように締着する複数
の締着ねじ、符号272は締着ねじの着脱に供す
る空間である。
FIGS. 22 and 23 show the suspension device 6 in detail, and the reference numeral 16 is a first suspension part fastened to the upper part of the horizontal flap 71, and the reference numeral 161 is a rectangular part implanted in the upper part of the tip. The protrusion, reference numeral 27, is the first suspension part 1
6, the second suspension part is fastened to the upper part of the horizontal flap 21, the reference numeral 270 is an engagement arm welded to the upper part of the distal end thereof, and the reference numeral 271 is an engagement arm welded to the upper part of the distal end of the engagement arm 270 to the square protrusion 161. A correspondingly protruding through hole, reference numeral 273, connects the protrusion 161 to the through hole 271.
A plurality of fastening screws are tightened so that they do not come out after being fitted into them. Reference numeral 272 is a space used for attaching and removing the fastening screws.

上記懸架装置6の懸架動作と下方の円錐形金具
5における締着動作は相俟つて行なわれるもの
で、まず円錐形金具5のねじ54は仮締めし、第
1懸架部16と第2懸架部27とを突起161を
係合アーム270の貫通孔271に嵌挿してねじ
締着することにより係着した時点で、ねじ54を
調整して締付け、型わくを床の円錐形金具5に直
立定着させる。
The suspension operation of the suspension device 6 and the tightening operation of the lower conical fitting 5 are performed in tandem. First, the screws 54 of the conical fitting 5 are temporarily tightened, and the first suspension part 16 and the second suspension part 27 is engaged by inserting the protrusion 161 into the through hole 271 of the engagement arm 270 and tightening the screw, adjust and tighten the screw 54 to fix the mold frame upright on the conical metal fitting 5 on the floor. let

なお、本発明は、方形の壁体に制限されるもの
ではなく、パネル1のサイズを工夫すれば、第2
4図および第25図の多角形建築物にも応用され
るのは当然である。
Note that the present invention is not limited to rectangular walls, and if the size of the panel 1 is devised, the second
It goes without saying that this method can also be applied to the polygonal buildings shown in Figures 4 and 25.

(発明の効果) 本発明の型わく解体が従来の水平方向から垂直
方向に変換されたので、施工法もこれに応じて変
り、従来床とその下部の支持壁とを一緒に施工し
たものが、本発明では逆に床とその上部の壁体と
を一緒に施工することとなり、型わくの運搬が便
利であるばかりでなく、コンクリートの所定の硬
化を待たずに凝結の初期、すなわち始発の段階で
内型わくを解体することから型わくの再利用に供
されるのはもちろんのこと、他の部分の型わくも
所定の存置期間(すなわち従来の施工法による存
置期間)よりも早く剥離しうるので工期が短縮さ
れる。ただし、垂直方向にクレーンで機械的に型
わくを剥離し、上層または必要な個所にパネル組
立単体を割込装置もろともいつしよに吊り上げ運
搬することから、型わくの再組立が早く行なえ、
工期の短縮はもとより、型わく工事の費用が節約
され、ひいては工事費全体を安価におさえること
ができる。
(Effects of the invention) Since the mold frame demolition of the present invention has been changed from the conventional horizontal direction to the vertical direction, the construction method has also changed accordingly, and the conventional floor and the supporting wall below it were constructed together. However, in the present invention, on the contrary, the floor and the wall above it are constructed together, which not only makes it convenient to transport the mold frame, but also allows the construction of the floor and the wall above it at the same time. Since the inner mold frame is dismantled at this stage, not only can the mold frame be reused, but other parts of the mold frame can also be peeled off earlier than the specified retention period (i.e., the retention period using conventional construction methods). This reduces the construction period. However, since the mold frame is mechanically peeled off vertically by a crane and the panel assembly itself is lifted and transported to the upper layer or the necessary location together with the cutting device, the mold frame can be reassembled quickly.
This not only shortens the construction period, but also saves the cost of mold frame work, which in turn reduces the overall construction cost.

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

第1〜3図は本発明の第1実施例の施工工程の
簡略図、第4図は第1図のa−a線断面図、
第5図は楔形割込装置の平面図、第6図および第
8図はそれぞれ型わく解体の動作の見取図、第7
図は楔本体の見取図、第9図は第8図の−線
断面図、第10図はリフト装置の一実施例を示す
見取図、第11図は第1実施例の楔本体を楔形溝
に嵌挿させる力伝達機構の見取図、第12図は第
2実施例の施工簡略図、第13図は第2実施例に
おける力伝達機構の断面図、第14図は第13図
の−線断面図、第15図は第14図の
−線断面図、第16図は第14図の平面
図、第17〜19図は楔形割込装置の他の実施例
を示す見取図、第20〜22図は型わく定着手段
の詳細一部断面図、第23〜25図は本発明が多
角壁体に応用される簡略平面図である。 (図面の主要符号)、1…内パネル、2…外パ
ネル、3…コンクリート体、4…割込装置、5…
円錐形金具、6…懸架装置。
1 to 3 are simplified diagrams of the construction process of the first embodiment of the present invention, and FIG. 4 is a sectional view taken along line a-a in FIG. 1.
Fig. 5 is a plan view of the wedge-shaped interrupting device, Figs. 6 and 8 are sketches of the operation of dismantling the mold frame, and Fig. 7
The figure is a sketch of the wedge main body, FIG. 9 is a cross-sectional view taken along the line -- in FIG. 8, FIG. 10 is a sketch showing one embodiment of the lift device, and FIG. A sketch of the force transmission mechanism to be inserted, FIG. 12 is a simplified construction diagram of the second embodiment, FIG. 13 is a cross-sectional view of the force transmission mechanism in the second embodiment, FIG. 14 is a cross-sectional view taken along the - line in FIG. 13, Fig. 15 is a sectional view taken along the - line in Fig. 14, Fig. 16 is a plan view of Fig. 14, Figs. 17 to 19 are sketches showing other embodiments of the wedge-shaped interrupting device, and Figs. Detailed partial sectional views of the frame fixing means, and FIGS. 23 to 25 are simplified plan views in which the present invention is applied to a polygonal wall body. (Main symbols in the drawing), 1...Inner panel, 2...Outer panel, 3...Concrete body, 4...Interrupting device, 5...
Conical fitting, 6...Suspension device.

Claims (1)

【特許請求の範囲】 1 コンクリートを打込み、所定の形に成形する
ため外型わくに対応して形成される内型わくを有
し、該内型わくが、少なくとも2枚のパネル組立
単体とそれらの間に介在される割込装置とを有し
ており、 前記パネル組立単体の対向する外縁が互いに末
広がり状に傾斜しており、 前記割込装置が前記外縁の間に形成される楔形
溝と対応する楔形チヤンネル断面の長尺体からな
る楔本体と、該楔本体をパネル組立単体の傾斜面
と摺動するように案内するための案内部材と、前
記楔本体を傾斜面に沿つて嵌挿または離脱させる
ための力伝達機構とを有しており、 該力伝達機構が前記楔本体の両側に突出するよ
うに回転自在に設けられる一対の螺旋ギアと、前
記楔本体に隣接し、パネル組立単体の外縁に沿つ
て螺旋ギアと噛合うように設けられるラツクと、
前記螺旋ギアを回転駆動する手段とからなる型わ
くの組立、解体装置。 2 前記螺旋ギアを回転駆動する手段が、螺旋ギ
アと同軸上に固着されたウオームギアと、該ウオ
ームギアと歯合し、楔本体の空間の長手方向に回
転自在に沿設される長尺ウオームとからなる特許
請求の範囲第1項記載の装置。 3 前記螺旋ギアが楔本体の上下にそれぞれ一対
ずつ設けられ、それらの螺旋ギアが1本の長尺ウ
オームで同期して回転駆動される特許請求の範囲
第2項記載の装置。 4 コンクリートを打込み、所定の形に成形する
ため外型わくに対応して形成される内型わくが、
上下部にそれぞれ設けられる横ばたと、縦方向に
配置される縦ばたとで組立られた複数のパネル組
立単体を有し、組立時前記組立単体間に形成され
た末広がり状の楔形溝には、この溝に応じた形状
の楔形割込装置が力伝達機構により嵌挿されてい
ると共に、前記パネル組立単体と外型わくのパネ
ル組立単体の横ばた上部に横架締着された懸架装
置が、それら組立単体下部の定着用円錐形金具へ
の定着と相俟つて型わく全体を懸架するように備
えられており、解体時はその割込装置をリフト装
置で解体するだけで内パネル組立単体が容易にコ
ンクリート成形面に沿つて剥離されうるようにし
たことを特徴とする型わくの組立、解体装置。 5 前記割込装置が、二つの内パネル組立単体間
において、パネルの外縁が互いに末広がり状に傾
斜し、その斜面により楔形状に形成された溝に対
応して両側が末広がりの楔形チヤンネル断面の長
尺体を形成する楔本体と、楔本体を下前方または
上後方へ嵌挿または離脱誘導する力伝達機構と、
パネル組立単体との間の結合または解体用のねじ
とによりなり、型わくパネルを引張りまたは解除
するように構成されたことを特徴とする特許請求
の範囲第4項記載の型わくの組立、解体装置。 6 前記楔本体とパネル組立単体において、楔本
体の頂部にガイドプレートが固設され、このガイ
ドプレートがまたパネル上部に固設されたシート
に取外し可能に締着され、楔本体の嵌挿または離
脱により、型わくパネルを引張りまたは解除させ
るように構成されたことを特徴とする特許請求の
範囲第4項または第5項記載の型わくの組立、解
体装置。 7 前記割込装置が設けられる2つの内パネル組
立単体間におけるパネルの外縁の互いに末広がり
状に傾斜する斜面が、カツトした垂直面と、この
位置に垂直側の面がパネルの外縁に締着当接し、
傾斜側の斜面が対向して楔形溝を形成するように
代置された梯形部材とからなり、前記割込装置
が、その傾斜に対応して両側が末広がりの楔形チ
ヤンネル断面の長尺体を形成する楔本体と、楔本
体を誘導するガイドバーと、この楔本体の外部に
付設された力伝達機構と、リフト装置とによりな
り、型わくパネルを引張りまたは解除するように
構成されたことを特徴とする特許請求の範囲第4
項記載の型わくの組立、解体装置。 8 前記割込装置に付設された力伝達機構が、一
端を楔本体の上端部に取りつけられたフツクに引
掛け、他端をクレーンの懸フツクに引掛けるチエ
ーンと、このチエーンにのつて両端間に転動する
フツクつきプーリと、一端をこのプーリのフツク
に引掛け、他端を梯形部材の下端部に鋲着された
レバーに連着するチエーンとに連動構成された機
構であり、この機構の一端を上方へ引き上げるこ
とにより、力が伝達されて楔本体が下前方へ押し
出されることを特徴とする特許請求の範囲第4項
または第7項記載の型わくの組立、解体装置。 9 前記リフト装置がクレーンである特許請求の
範囲第4項、第7項または第8項記載の型わくの
組立、解体装置。 10 前記リフト装置が一端を楔本体に連接し、
他端を梯形部材に連接した水圧シリンダである特
許請求の範囲第4項、第7項または第8項記載の
型わくの組立、解体装置。 11 前記懸架装置が、先端部上方において方形
突起が植設され、一方他端部において上側内横ば
た上部に螺着された第1懸架部と、先端部におい
て前記突起に対応して形成された貫通孔を有する
係合部が溶接され、一方他端部において上側外横
ばた上部に螺着された第2懸架部とにより、両方
の懸架部が突起と貫通孔との嵌合、またこれの締
着により型わくを懸架するように構成されたこと
を特徴とする特許請求の範囲第4項記載の型わく
の組立、解体装置。
[Scope of Claims] 1. It has an inner mold frame formed corresponding to an outer mold frame for pouring concrete and forming it into a predetermined shape, and the inner mold frame has at least two panel assemblies and their an interrupting device interposed between the outer edges of the panel assembly, the opposing outer edges of the panel assembly being inclined toward each other in a shape that widens toward each other; a wedge main body consisting of a corresponding elongated body with a wedge-shaped channel cross section; a guide member for guiding the wedge main body so as to slide on the inclined surface of the panel assembly unit; and a guide member for guiding the wedge main body so as to slide on the inclined surface of the panel assembly unit; or a force transmission mechanism for detaching the wedge, the force transmission mechanism includes a pair of spiral gears rotatably provided so as to protrude from both sides of the wedge body, and a panel assembly adjacent to the wedge body. A rack provided along the outer edge of the unit so as to mesh with the spiral gear,
A mold frame assembly and disassembly device comprising means for rotationally driving the helical gear. 2. The means for rotationally driving the helical gear includes a worm gear fixed coaxially with the helical gear, and a long worm meshing with the worm gear and rotatably extending along the longitudinal direction of the space of the wedge body. An apparatus according to claim 1. 3. The apparatus according to claim 2, wherein the spiral gears are provided in pairs on the upper and lower sides of the wedge body, and the spiral gears are rotationally driven synchronously by one long worm. 4 In order to pour concrete and form it into a predetermined shape, the inner mold frame is formed to correspond to the outer mold frame.
It has a plurality of panel assembly units assembled with horizontal strips provided at the upper and lower portions and vertical strips arranged in the vertical direction, and a wedge-shaped groove that widens toward the end is formed between the assembly units during assembly. A wedge-shaped interrupting device having a shape corresponding to this groove is fitted by a force transmission mechanism, and a suspension device is horizontally fastened to the upper side of the panel assembly unit and the panel assembly unit of the outer frame. In combination with the fixing to the conical fixing fittings at the bottom of the single assembly, the entire mold frame is suspended, and when dismantled, the inner panel assembly can be assembled by simply disassembling the interrupting device with a lift device. An apparatus for assembling and dismantling a mold frame, characterized in that the mold frame can be easily peeled off along the concrete molding surface. 5. The cutting device has a wedge-shaped channel cross section between two inner panel assemblies, where the outer edges of the panels are inclined toward each other so as to diverge toward each other, and the wedge-shaped channel cross-section is widened toward the opposite sides in correspondence with the wedge-shaped groove formed by the slope. a wedge body that forms an ulnar body; a force transmission mechanism that guides the wedge body to be inserted into or removed from the lower front or upper rear;
Assembly and disassembly of the mold frame according to claim 4, characterized in that the mold frame is constructed by a screw for connecting or disassembling the panel assembly unit, and is configured to pull or release the mold frame panel. Device. 6. In the wedge main body and panel assembly unit, a guide plate is fixed to the top of the wedge main body, and this guide plate is also removably fastened to a sheet fixed to the top of the panel, so that the wedge main body can be inserted or removed. 6. The mold frame assembly and disassembly apparatus according to claim 4 or 5, wherein the mold frame assembly and disassembly device is configured to pull or release the mold frame panel. 7. The slopes of the outer edges of the panels between the two inner panel assembly units provided with the interrupting device, which are inclined toward each other in a divergent manner, are connected to the cut vertical surface, and the surface perpendicular to this position is fastened to the outer edge of the panel. contact,
and a trapezoidal member disposed so that the slopes of the inclined sides face each other to form a wedge-shaped groove, and the interrupting device forms an elongated body with a wedge-shaped channel cross section that widens at both sides corresponding to the slope. The invention is characterized by comprising a wedge body, a guide bar guiding the wedge body, a force transmission mechanism attached to the outside of the wedge body, and a lift device, and configured to pull or release the mold frame panel. Claim No. 4
Equipment for assembling and disassembling mold frames as described in Section 1. 8. The force transmission mechanism attached to the interrupting device includes a chain that hooks one end to a hook attached to the upper end of the wedge body and the other end to a hanging hook of a crane, and a chain that connects the chain between both ends. This mechanism is constructed by interlocking a pulley with a hook that rolls on the pulley, and a chain whose one end is hooked to the hook of this pulley and whose other end is connected to a lever riveted to the lower end of the trapezoidal member. 8. The mold frame assembly and disassembly apparatus according to claim 4, wherein by pulling one end of the wedge upward, force is transmitted and the wedge body is pushed downward and forward. 9. The mold frame assembly and disassembly apparatus according to claim 4, 7, or 8, wherein the lift device is a crane. 10 the lift device has one end connected to the wedge body;
The mold frame assembly and disassembly apparatus according to claim 4, 7, or 8, which is a hydraulic cylinder whose other end is connected to a trapezoidal member. 11. The suspension device has a first suspension part in which a square projection is implanted above the distal end, and a first suspension part screwed to the upper inner horizontal flap at the other end, and a first suspension part formed in the distal end corresponding to the projection. An engaging part having a through-hole is welded to the second end, and a second suspension part is screwed to the top of the upper outer side flap at the other end. The mold frame assembly and disassembly device according to claim 4, characterized in that the mold frame is suspended by tightening the mold frame.
JP26432884A 1984-12-13 1984-12-13 Method and apparatus for assembling and disassembling mold frame Granted JPS61237762A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26432884A JPS61237762A (en) 1984-12-13 1984-12-13 Method and apparatus for assembling and disassembling mold frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26432884A JPS61237762A (en) 1984-12-13 1984-12-13 Method and apparatus for assembling and disassembling mold frame

Publications (2)

Publication Number Publication Date
JPS61237762A JPS61237762A (en) 1986-10-23
JPH0242985B2 true JPH0242985B2 (en) 1990-09-26

Family

ID=17401656

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26432884A Granted JPS61237762A (en) 1984-12-13 1984-12-13 Method and apparatus for assembling and disassembling mold frame

Country Status (1)

Country Link
JP (1) JPS61237762A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH071435Y2 (en) * 1988-03-02 1995-01-18 淵河 李 Force transmission mechanism of mold
JPH0745705Y2 (en) * 1989-05-18 1995-10-18 岡部株式会社 Large formwork device
JP6166607B2 (en) * 2013-07-11 2017-07-19 日新製鋼株式会社 Split type winding sleeve

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5759385B2 (en) * 1973-09-26 1982-12-14 Matsugashita Nobuyuki

Also Published As

Publication number Publication date
JPS61237762A (en) 1986-10-23

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