JPH069241Y2 - Indoor formwork integrated building device - Google Patents

Indoor formwork integrated building device

Info

Publication number
JPH069241Y2
JPH069241Y2 JP1987141697U JP14169787U JPH069241Y2 JP H069241 Y2 JPH069241 Y2 JP H069241Y2 JP 1987141697 U JP1987141697 U JP 1987141697U JP 14169787 U JP14169787 U JP 14169787U JP H069241 Y2 JPH069241 Y2 JP H069241Y2
Authority
JP
Japan
Prior art keywords
formwork
wall
telescopic
indoor
column
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
JP1987141697U
Other languages
Japanese (ja)
Other versions
JPS6446335U (en
Inventor
好雄 小倉
俊男 中村
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 JP1987141697U priority Critical patent/JPH069241Y2/en
Publication of JPS6446335U publication Critical patent/JPS6446335U/ja
Application granted granted Critical
Publication of JPH069241Y2 publication Critical patent/JPH069241Y2/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》 この考案は室内型枠一体建込み装置に関し、より具体的
には、構築される室内空間の略中央に配置した四方に延
びる伸縮ビームの先端部に型枠を取付け、伸縮ビームを
伸ばし型枠を広げて柱の出隅部を有する室内空間構築の
ための接合された柱型枠及び壁型枠又は柱型枠及び梁型
枠を建込む室内型枠一体建込み装置に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial field of application> The present invention relates to an indoor formwork-integrated building device, and more specifically, to the ends of telescopic beams extending in all directions, which are arranged at approximately the center of the indoor space to be built. Attach the formwork to the section, expand the telescopic beam and expand the formwork to build the joined column formwork and wall formwork or the column formwork and beam formwork for building the indoor space having the projecting corner of the column The present invention relates to an indoor formwork integrated building device.

《従来の技術》 コンクリート躯体の表面形状が同一である室内を多数有
する構造物の室内型枠を建込む場合、室内型枠一体建込
み装置を用いて室内型枠を一体的に建込む場合がある
(例,特公昭41−15344号公報)。
<Prior art> When building an indoor formwork of a structure having a large number of indoors with the same surface shape of a concrete skeleton, there is a case where the indoor formwork is integrally built using an indoor formwork integrated building device. (Eg, Japanese Patent Publication No. 41-15344).

第3図は室内型枠が柱型枠及び壁型枠からなる場合の、
従来における室内型枠一体建込み装置の1例を示す平面
図であり、同図に示す如く、従来における装置は、基台
2,伸縮ビーム4,ビーム伸縮装置6,壁の一辺を型取
る壁型枠8の両端に柱出隅部10の一辺を型取る柱型枠
12をそれぞれ接合し壁型枠8の略中央部にヒンジ部1
4を設けヒンジ部14で折曲げ可能とした型枠16とか
ら構成され、基台2には四方に向かってビーム伸縮装置
6が4個取付けられビーム伸縮装置6には伸縮ビーム4
が装着されている。そして、型枠16の建込みに際して
は、基台2を室内空間構築位置略中央に、それに取付け
られている伸縮ビーム4が壁略中央部に向かうように方
向を定めて、据え付け、伸縮ビーム4を縮めその先端に
それぞれ、折曲げ可能な型枠16のヒンジ部14を取付
け、隣合う伸縮ビーム4に取付けられた型枠16と干渉
しないように、型枠16を外方向へ折曲げておく。次に
伸縮ビーム14を伸ばしてその先端に取付けられている
型枠16のヒンジ部14を所定の位置に置き、また型枠
16を内側に開いて、型枠16を建込み位置に建込んで
いた。
Fig. 3 shows the case where the indoor formwork consists of pillar formwork and wall formwork.
FIG. 1 is a plan view showing an example of a conventional indoor formwork-integrated building device. As shown in FIG. 1, the conventional device is a base 2, a telescopic beam 4, a beam telescopic device 6, and a wall that molds one side of the wall. The pillar formwork 12 that molds one side of the pillar projecting corner part 10 is joined to both ends of the formwork 8, and the hinge part 1 is provided at the substantially central part of the wall formwork 8.
4 and a frame 16 which can be bent by a hinge portion 14, and four beam expanding / contracting devices 6 are attached to the base 2 in all directions.
Is installed. Then, when the formwork 16 is installed, the base 2 is set substantially at the center of the indoor space building position, and the telescopic beam 4 attached to the base 2 is oriented so as to face the substantially central portion of the wall. And the hinge portions 14 of the foldable form 16 are attached to the ends of the folds, and the form 16 is bent outward so as not to interfere with the form 16 attached to the adjacent telescopic beam 4. . Next, the telescopic beam 14 is extended, the hinge portion 14 of the mold 16 attached to the tip thereof is placed at a predetermined position, the mold 16 is opened inward, and the mold 16 is installed at the building position. I was there.

《考案が解決しようとする問題点》 しかし、折曲げ可能な型枠16はヒンジ部14を壁型枠
8の略中央部に設け、伸縮ビーム4の先端にそのヒンジ
部14を取付けていたので、伸縮ビーム4を伸ばしヒン
ジ部14を所定の位置に置いて型枠16の壁型枠8部分
の型枠面を建込み面に位置させた場合、型枠16の製作
の際の製作誤差,製作後の保管時等の型枠16の変形等
により、型枠16の柱型枠12部分が柱型枠の建込み位
置に位置しない場合があった。
<< Problems to be Solved by the Invention >> However, since the bendable mold frame 16 has the hinge portion 14 provided at substantially the center of the wall form frame 8 and the hinge portion 14 is attached to the tip of the telescopic beam 4. When the extendable beam 4 is extended and the hinge portion 14 is placed at a predetermined position so that the mold surface of the wall mold 8 of the mold 16 is positioned on the building surface, a manufacturing error at the time of manufacturing the mold 16, In some cases, the pillar formwork 12 portion of the formwork 16 was not located at the built-in position of the pillar formwork due to deformation of the formwork 16 such as during storage after manufacturing.

しかし、柱型枠は室内型枠において重要な部分であり、
柱型枠は正確に建込まなければならず、柱型枠が正確に
建込まれるように、柱型枠12部分と柱型枠建込み予定
位置との間に隙間がある場合はその間に一定厚さの平板
等を差し挾んで調整する等、柱型枠12部分で正確な柱
型枠を構成するようにその調整に多くの時間と労力をか
けなければならないという問題点があった。
However, the pillar formwork is an important part of the indoor formwork,
The pillar formwork must be installed correctly, and if there is a gap between the pillar formwork 12 part and the planned position of the pillar formwork, it is fixed so that the pillar formwork can be installed correctly. There has been a problem in that a large amount of time and labor must be spent on the adjustment so that an accurate column form is formed by the column form 12 portion, such as by inserting and adjusting a flat plate having a thickness.

この問題点は、接合された柱型枠及び梁型枠を建込む場
合も同様であった。
This problem was the same in the case of building a joined column form and beam form.

この考案はこのような問題点に鑑みてなされたものであ
って、その目的とするところは、柱型枠と、壁型枠若し
くは梁型枠とを一体化して建込むことが可能であるとと
もに、建造物の構造上極めて重要である柱の位置決め及
び断面形状の決定を僅かの時間と労力で、正確に且つ容
易に行ないうる室内型枠一体建込み装置を提供するにあ
る。
The present invention has been made in view of such problems, and an object thereof is to be able to integrally build a pillar formwork and a wall formwork or a beam formwork together with An object of the present invention is to provide an indoor formwork integrated erection device that can accurately and easily perform positioning of pillars and determination of cross-sectional shape, which are extremely important in the structure of a building, with little time and labor.

《問題点を解決するための手段》 上記目的を達成するために、本考案は、複数の柱と該柱
間の壁或いは梁とを構築するため、該柱及び壁或いは梁
によって形成される室内空間の略中央に配置された基台
と、この基台から前記それぞれの柱に向けて放射状に延
びる伸縮可能な伸縮ビームと、それぞれの伸縮ビームの
先端に対し水平方向に回動可能に軸支された一対の型枠
とを備えた室内型枠一体建込み装置であって、前記それ
ぞれの型枠は、前記伸縮ビームの先端に軸支されて前記
柱の出隅部の一辺を型取る出隅部片と該出隅部片の先端
から外側に直交して延び前記壁或いは梁の一辺を型取る
壁・梁部片とを有し、前記伸縮ビームを伸長するととも
にそれぞれの型枠を該伸縮ビームから外側に展開するこ
とにより、一つの伸縮ビームに軸支された一対の型枠の
出隅部片によって柱型枠を形成し、この柱型枠により前
記柱の出隅部を型取るとともに、隣合う伸縮ビームの隣
合う型枠の壁・梁部片の端部を突合わせることによって
壁・梁型枠を形成し、この壁・梁型枠により壁或いは梁
を型取ることを特徴とするものである。
<< Means for Solving the Problems >> In order to achieve the above-mentioned object, the present invention is to construct a plurality of columns and a wall or a beam between the columns. A base placed substantially in the center of the space, an extendable telescopic beam that extends radially from the base toward the respective columns, and a pivotal support that is rotatable in the horizontal direction with respect to the tip of each telescopic beam. An indoor formwork integrated erection device including a pair of formed formwork, wherein each formwork is pivotally supported by the tip of the telescopic beam and molds one side of the projecting corner of the column. A corner piece and a wall / beam piece that extends from the tip of the projected corner piece to the outside at right angles to form one side of the wall or the beam, and extends and contracts the telescopic beam and forms the respective molds. By expanding outward from the telescopic beam, it is pivotally supported by one telescopic beam. A pillar formwork is formed by a pair of protruding corner pieces of the formwork, and the protruding corner portion of the pillar is molded by this pillar formwork, and the wall / beam portion of the adjacent formwork of the adjacent telescopic beams is formed. The present invention is characterized in that a wall / beam form is formed by abutting the ends, and a wall or a beam is formed by the wall / beam form.

《実施例》 第1図は本考案に係る室内型枠一体建込み装置の一実施
例を示す平面図であり、以下第1図に基づいて本考案の
一実施例を説明する。
<< Embodiment >> FIG. 1 is a plan view showing an embodiment of an indoor formwork-integrated building device according to the present invention. An embodiment of the present invention will be described below with reference to FIG.

本実施例に係る室内型枠一体建込み装置30が適用され
る室内壁面は、壁構築部分24の4面の角において柱構
築部分26の隅部が室内内側に張り出し、柱の出隅部2
8を形成した形状となっている。
In the indoor wall surface to which the indoor formwork-integrated building device 30 according to the present embodiment is applied, the corners of the pillar building portion 26 project to the inside of the room at the four corners of the wall building portion 24, and the projected corner portion 2 of the pillar 2
8 is formed.

本考案に係る室内型枠一体建込み装置30は基台32,
伸縮ビーム34,ビーム伸縮装置36,折曲げ可能な型
枠38とから構成されている。
The indoor formwork integrated erection device 30 according to the present invention comprises a base 32,
It comprises a telescopic beam 34, a beam telescopic device 36, and a foldable form 38.

基台32は平断面外形が矩形の枠体(詳細図は省略)と
なっており、その矩形の各辺の比は柱の出隅部28の角
を結ぶ四辺形の各辺の比と等しくなっている。
The base 32 is a frame having a rectangular flat cross-section (details are omitted), and the ratio of each side of the rectangle is equal to the ratio of each side of a quadrangle that connects the corners of the projecting corner portion 28 of the column. Has become.

ビーム伸縮装置36は、例えば油圧シリンダー,空気圧
シリンダー等よりなり、ビーム伸縮装置36のシリンダ
ー内に嵌入された伸縮ビーム34をシリンダーの軸線方
向に伸縮させる。
The beam expanding / contracting device 36 is composed of, for example, a hydraulic cylinder or a pneumatic cylinder, and expands / contracts the expanding / contracting beam 34 fitted in the cylinder of the beam expanding / contracting device 36 in the axial direction of the cylinder.

ビーム伸縮装置36及び伸縮ビーム34は、基台32の
矩形平断面外形の対角線方向に伸縮ビーム34を外方に
向けて取付けられている。なお、同一対角線上の2つの
ビーム伸縮装置36は外形上は一体となっており、内部
で仕切られている。
The beam expanding / contracting device 36 and the expanding / contracting beam 34 are attached with the expanding / contracting beam 34 facing outward in the diagonal direction of the rectangular flat cross-sectional outer shape of the base 32. The two beam expansion / contraction devices 36 on the same diagonal line are integrated in the outer shape and are internally partitioned.

折曲げ可能な型枠38は、それぞれの伸縮ビーム34の
先端にヒンジ結合44により軸支されて柱出隅部28の
一辺を型取る出隅部片42と、この出隅部片42の先端
から外側に直交して延び壁構築部分24の一辺を型取る
壁部片40とを有する水平断面L字形の面型枠であり、
これら折曲げ可能な型枠38それぞれを伸縮ビーム34
から外側に展開することにより、各々を直交させ、一つ
の伸縮ビーム34にヒンジ結合44によって軸支された
一対の型枠38の出隅部片42により柱型枠Aを形成
し、この柱型枠によって柱出隅部28を型取るととも
に、隣合う伸縮ビーム34の隣合う壁部片40の端部を
突合わせて壁型枠Bを形成し、この壁型枠により壁を型
取る。
The bendable frame 38 is a pivotal support by a hinge coupling 44 to the tip of each telescopic beam 34, and a projecting corner piece 42 that molds one side of the projecting corner 28, and the tip of this projecting corner piece 42. Is a surface formwork having a horizontal cross section of L-shape and having a wall portion piece 40 extending from the outside to the outside at right angles and molding one side of the wall building portion 24
Each of the foldable molds 38 is attached to the telescopic beam 34.
From the outside, the columns are made orthogonal to each other, and the column form A is formed by the protruding corner pieces 42 of the pair of forms 38 pivotally supported by the single expansion beam 34 by the hinge connection 44. The pillar projecting corner portion 28 is shaped by a frame, and the end portions of the adjacent wall portion pieces 40 of the adjacent telescopic beams 34 are butted against each other to form a wall form B, and the wall is formed by this wall form.

以上の構成よりなる室内型枠一体建込み装置を用いて折
曲げ可能な型枠38を建込むには、基台32を室内空間
構築位置略中央に設置し、伸縮ビーム34の軸線が柱の
出隅部28の角に向かうようにする。
In order to build the bendable formwork 38 using the indoor formwork integrated erection device having the above-described configuration, the base 32 is installed at substantially the center of the indoor space construction position, and the axis of the telescopic beam 34 is a pillar. It is directed toward the corner of the projected corner portion 28.

そして伸縮ビーム34を縮めた状態で、その先端にそれ
ぞれ折曲げ可能な型枠38のヒンジ部44を型枠を折曲
げた状態46で取付ける。その際それぞれの伸縮ビーム
34の先端に取付けられる型枠38は、その伸縮ビーム
34を用いて建込まれるべき型枠である。なお、折曲げ
可能な型枠38をさきに伸縮ビーム34の先端に取付け
ておき、それらを一体として室内空間構築位置へ運び込
んでもよい。
Then, in a state where the telescopic beam 34 is contracted, the hinge portion 44 of the bendable form 38 is attached to the tip of the extendable beam 34 in a state 46 where the form is bent. At that time, the mold 38 attached to the tip of each telescopic beam 34 is a mold to be built using the telescopic beam 34. Alternatively, the foldable mold 38 may be attached to the tip of the telescopic beam 34, and they may be integrally carried to the indoor space building position.

次に伸縮ビーム34を伸ばして、伸縮ビーム34の先端
に取付けられた折曲げ可能な型枠38のヒンジ部44
を、柱出隅部28の角の所定の位置に位置させ、それぞ
れの折曲げ可能な型枠38を伸縮ビーム36から外側へ
展開することにより、柱型枠Aによって柱出隅部28を
型取るとともに、壁型枠Bによって壁を型取るように設
置する。
Next, the telescopic beam 34 is extended, and the hinge portion 44 of the foldable form 38 attached to the tip of the telescopic beam 34.
Are positioned at predetermined positions on the corners of the pillar projecting corners 28, and the foldable molds 38 are expanded outward from the telescopic beam 36, whereby the pillar projecting corners 28 are formed by the pillar formwork A. At the same time as taking, the wall form B is installed so as to take a wall.

折曲げ可能な型枠38を所定位置に設置した後は、基台
32,ビーム伸縮装置36及び伸縮ビーム34は、その
まま残して、型枠38の支保工等として利用してもよ
く、また、折曲げ可能な型枠38とは分離して他の室内
空間構築位置略中央に運搬して設置しそこにおける室内
型枠建込みに利用してもよい。この場合は、型枠38を
隣りの室内の型枠と型枠セパレーター(図示せず)等を
介して固定し又、支保工等を用いて固定する。
After the bendable mold 38 is installed at a predetermined position, the base 32, the beam expanding / contracting device 36, and the expanding / contracting beam 34 may be left as they are and used for supporting the form 38. It may be separated from the foldable mold 38 and transported to and installed at another center of the indoor space building position to be used for building the indoor mold there. In this case, the mold 38 is fixed to the mold in the adjacent chamber via a mold separator (not shown) or the like, or is fixed by using a supporting structure or the like.

本実施例に係る室内型枠一体建込み装置を用いて上記方
法により各室内空間構築位置に室内型枠を一体的に建込
んだ後、それらの室内型枠と隣の室の室内型枠との間に
コンクリートを打設することにより室内空間を形成する
柱と壁のコンクリート躯体を構築することができる。な
お、型枠建込み前に、柱や壁の鉄筋が建て込まれている
ことはいうまでもない。
After the indoor formwork is integrally built in each indoor space construction position by the above method using the indoor formwork integrated erection device according to the present embodiment, the indoor formwork and the indoor formwork of the adjacent room are It is possible to construct a concrete structure of columns and walls that form an indoor space by placing concrete between them. Needless to say, pillars and walls are reinforced before building the formwork.

柱と壁のコンクリート躯体を構築した後は、基台32,
ビーム伸縮装置36及び伸縮ビーム34をそのまま残し
て支保工等としていた場合は、基台32,ビーム伸縮装
置36及び伸縮ビーム34を折曲げ可能な型枠38から
分離してそれらを別々に他の室内空間構築位置に運んで
もよく、また、折曲げ可能な型枠38を折曲げてコンク
リート躯体から外し伸縮ビーム34を縮め、型枠一体建
込み装置30をそのまま一体として他の室内空間構築位
置に運んでもよい。基台32,ビーム伸縮装置36及び
伸縮ビーム34を室内型枠建込み後に取外していた場合
は、柱と壁のコンクリート躯体構築後、再び基台32等
を搬入し、これに取付けてから折畳んで、または基台3
2等に取付けることなく、単に解体する。これらの型枠
を他の室内空間の型枠に転用することはいうまでもな
い。
After constructing the concrete frame of the pillar and the wall, the base 32,
When the beam expanding / contracting device 36 and the expanding / contracting beam 34 are left as they are for supporting work, etc., the base 32, the beam expanding / contracting device 36 and the expanding / contracting beam 34 are separated from the bendable form 38, and they are separately separated from each other. It may be carried to the indoor space building position, or the foldable form frame 38 may be bent to remove it from the concrete frame and the telescopic beam 34 may be contracted, and the formwork integrated building device 30 may be integrated as it is to another indoor space building position. You may carry it. If the base 32, the beam expansion / contraction device 36, and the expansion / contraction beam 34 have been removed after the indoor formwork was built, after constructing the concrete frame of the pillars and walls, the base 32 and the like are loaded again, and the base 32 and the like are mounted and then folded. Or base 3
Simply dismantle without attaching it to the second grade. It goes without saying that these molds are diverted to molds for other indoor spaces.

本実施例では同一対角線上の2つのビーム伸縮装置36
は一つの筒の中に仕切板を通じて隣合せに配置されてい
るが、同一対角線上の2つのビーム伸縮装置36をその
間につなぎビーム37を介在させて一体とすることも可
能である。
In this embodiment, two beam expanding / contracting devices 36 on the same diagonal line are used.
Are arranged side by side in one cylinder through partition plates, but it is also possible to integrate two beam expanding / contracting devices 36 on the same diagonal line by interposing a connecting beam 37 therebetween.

また、本実施例では伸縮ビーム34を、油圧シリンダ,
空気圧シリンダ等よりなるシリンダ型のビーム伸縮装置
36のシリンダ内を往復するピストンに固着された棒状
部材とし、その棒状部材の先端に直接折曲げ可能な型枠
38を取付けたが、第2図に示す如く伸縮ビーム34a
をピストンに固着された棒状部材及びその棒状部材の先
端部に取付けられた枠体とし、その枠体の先端に折曲げ
可能な型枠38を取付け、またビーム伸縮装置36の外
側に伸縮ビーム34aの枠体に外嵌する枠体39を取付
け、伸縮ビーム34aをビーム伸縮装置36の外側に取
付けられた枠体39に沿って摺動させることも可能であ
る。
In the present embodiment, the telescopic beam 34 is connected to the hydraulic cylinder,
A rod-shaped member fixed to a piston that reciprocates in the cylinder of a cylinder type beam expansion / contraction device 36 including a pneumatic cylinder, and a bendable frame 38 attached directly to the tip of the rod-shaped member are shown in FIG. Telescopic beam 34a as shown
Is a rod-shaped member fixed to the piston and a frame attached to the tip of the rod-shaped member, a bendable mold 38 is attached to the tip of the frame, and a telescopic beam 34a is attached to the outside of the beam telescopic device 36. It is also possible to attach a frame body 39 to be fitted to the frame body and to slide the telescopic beam 34a along the frame body 39 attached to the outside of the beam telescopic device 36.

本考案に係る室内型枠一体建込み装置30は、伸縮ビー
ム34の伸びる方向を柱の出隅部28の角とし、型枠3
8を柱の出隅部28の角で折曲げ可能とさせたため、柱
型枠の部分が、伸縮ビーム34を伸ばし、伸縮ビーム3
4の先端に取付けられた型枠38のヒンジ部44を柱の
出隅部28の角に正確に位置させ、型枠38を建込み位
置まで開くことにより、正確な位置に建込まれる。
In the indoor formwork integrated erection device 30 according to the present invention, the extending direction of the telescopic beam 34 is set to the corner of the projecting corner portion 28 of the column, and the formwork 3 is formed.
Since the column 8 can be bent at the corner of the projecting corner portion 28 of the column, the column form part extends the telescopic beam 34 and the telescopic beam 3
The hinge portion 44 of the mold 38 attached to the tip of the No. 4 is accurately positioned at the corner of the projecting corner portion 28 of the column, and the mold 38 is opened to the built-in position, whereby the mold 38 is built at the correct position.

本実施例は、壁構築部分24の4面の角が柱構築部分2
6の出隅部28で形成された躯体形状の場合についての
ものであるが、梁構築部分の4面の角が柱構築部分の出
隅部で形成された躯体形状の場合について本考案に係る
室内型枠一体建込み装置を適用した場合も柱型枠を正確
な位置に建込むことができる。この場合、前記壁部片4
0に代えて断面ほぼL字状の梁部片を用いればよい。な
お、この場合に壁構築部分がない場合は、本考案の他の
実施例として、梁構築部分につながる柱構築部分につい
て、折曲げ可能な型枠を用い、梁構築部分につながらな
い柱構築部分についてはL字型形状の定型な型枠を用
い、これらを伸縮ビームの先端に同時に取付けてもよ
い。
In this embodiment, the four corners of the wall building portion 24 are the pillar building portion 2
The present invention relates to the case of the frame shape formed by the projecting corners 28 of No. 6, but the case where the four corners of the beam building portion are the body shape formed by the projecting corners of the column building portion. The pillar formwork can be built in the correct position even when the indoor formwork integrated building device is applied. In this case, the wall piece 4
Instead of 0, a beam piece having a substantially L-shaped cross section may be used. In this case, if there is no wall construction part, as another embodiment of the present invention, for the column construction part connected to the beam construction part, the column construction part which is not connected to the beam construction part is used by using a bendable formwork. May use a fixed L-shaped frame and attach these to the tip of the telescopic beam at the same time.

また、壁構築部分と梁構築部分との双方を有し、それら
の4面の角がともに柱構築部分の出隅部で形成された躯
体形状の場合については、本考案の他の実施例として、
接合された柱型枠及び壁型枠,柱型枠及び梁型枠を同時
に使用してもよい。
Further, in the case of a body shape having both a wall building portion and a beam building portion, and the corners of the four sides thereof are both formed by the projecting corners of the column building portion, as another embodiment of the present invention, ,
The joined column form and wall form, column form and beam form may be used at the same time.

《考案の効果》 本考案に係る室内型枠一体建込み装置は、伸縮ビームを
柱方向に延ばし、柱の出隅部の角において、位置決め
し、伸縮ビームの先端に軸支された型枠を展開するた
め、室内型枠において極めて重要な部分である柱型枠の
位置決め及び形状形成を正確に且つ容易に行うことがで
き、それと同時に、柱型枠の先端に設けられた壁・梁型
枠によって、一括して壁若しくは梁を建込むことができ
る。
<Effects of the Invention> The indoor formwork integrated erection device according to the present invention extends the telescopic beam in the column direction, positions it at the corner of the projecting corner of the column, and mounts the formwork axially supported at the tip of the telescopic beam. Since it is developed, the pillar formwork, which is an extremely important part in the indoor formwork, can be accurately and easily positioned and formed, and at the same time, the wall / beam formwork provided at the tip of the pillar formwork. By this, a wall or a beam can be built in a lump.

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

第1図は本考案に係る室内型枠一体建込み装置の一実施
例を示す平面図であり、第2図は本考案の他の実施例を
示す立面図であり、第3図は従来における室内型枠一体
建込み装置の一例を示す平面図である。 24……壁構築部分 26……柱構築部分 28……柱の出隅部 30……室内型枠一体建込み装置。 32……基台 34……伸縮ビーム 36……ビーム伸縮装置 38……折曲げ可能な型枠 40……壁部片 42……出隅部片 44……ヒンジ部 46……型枠を折曲げた状態 A……壁型枠 B……柱型枠
FIG. 1 is a plan view showing one embodiment of an indoor formwork integrated erection device according to the present invention, FIG. 2 is an elevation view showing another embodiment of the present invention, and FIG. 3 is a conventional view. FIG. 3 is a plan view showing an example of the indoor formwork integrated building device in FIG. 24 …… Wall construction part 26 …… Column construction part 28 …… Column projection corners 30 …… Indoor formwork integrated installation device. 32 ... Base 34 ... Telescopic beam 36 ... Beam telescopic device 38 ... Bendable form 40 40 ... Wall piece 42 ... Outer corner piece 44 ... Hinge 46 ... Fold form Bent state A: wall form B: pillar form

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】複数の柱と該柱間の壁或いは梁とを構築す
るため、該柱及び壁或いは梁によって形成される室内空
間の略中央に配置された基台と、この基台から前記それ
ぞれの柱に向けて放射状に延びる伸縮可能な伸縮ビーム
と、それぞれの伸縮ビームの先端に対し水平方向に回動
可能に軸支された一対の型枠とを備えた室内型枠一体建
込み装置であって、 前記それぞれの型枠は、前記伸縮ビームの先端に軸支さ
れて前記柱の出隅部の一辺を型取る出隅部片と該出隅部
片の先端から外側に直交して延び前記壁或いは梁の一辺
を型取る壁・梁部片とを有し、 前記伸縮ビームを伸長するとともにそれぞれの型枠を該
伸縮ビームから外側に展開することにより、一つの伸縮
ビームに軸支された一対の型枠の出隅部片によって柱型
枠を形成し、この柱型枠により前記柱の出隅部を型取る
とともに、隣合う伸縮ビームの隣合う型枠の壁・梁部片
の端部を突合わせることによって壁・梁型枠を形成し、
この壁・梁型枠により壁或いは梁を型取ることを特徴と
する室内型枠一体建込み装置。
1. A base placed in a substantially central portion of an indoor space formed by the pillars and the walls or beams for constructing a plurality of pillars and a wall or a beam between the pillars, and the base from the base. An indoor formwork integrated erection device including an extendable and retractable beam that extends radially toward each column and a pair of forms that are pivotally supported in the horizontal direction with respect to the ends of each beam. In each of the molds, a projecting corner piece that is axially supported by the tip of the telescopic beam and molds one side of the projecting corner of the column, and is orthogonal to the outside from the tip of the projecting corner piece. A wall / beam portion that extends one side of the wall or the beam and extends the telescopic beam and expands each of the molds outward from the telescopic beam to axially support one telescopic beam. The pillar formwork is formed by the projected corner pieces of the paired formwork. With take mold external corner portion of said post by a frame to form a wall-beam formwork by combining butt ends of adjacent telescopic beams of adjacent mold wall Beam piece,
An indoor formwork-integrated building device characterized in that a wall or a beam is formed by the wall / beam formwork.
JP1987141697U 1987-09-18 1987-09-18 Indoor formwork integrated building device Expired - Lifetime JPH069241Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1987141697U JPH069241Y2 (en) 1987-09-18 1987-09-18 Indoor formwork integrated building device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1987141697U JPH069241Y2 (en) 1987-09-18 1987-09-18 Indoor formwork integrated building device

Publications (2)

Publication Number Publication Date
JPS6446335U JPS6446335U (en) 1989-03-22
JPH069241Y2 true JPH069241Y2 (en) 1994-03-09

Family

ID=31406996

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1987141697U Expired - Lifetime JPH069241Y2 (en) 1987-09-18 1987-09-18 Indoor formwork integrated building device

Country Status (1)

Country Link
JP (1) JPH069241Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101496657B1 (en) * 2014-05-09 2015-02-27 박윤수 Hydraulic System Using Caisson Steel Form

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS539027A (en) * 1976-07-12 1978-01-27 Obayashi Gumi Kk Concrete form for building
JPS5524404A (en) * 1978-08-09 1980-02-21 Toshiba Corp Semiconductor light emitting device
JPS5540152A (en) * 1978-09-14 1980-03-21 Toshiba Corp Pneumatic vessel

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS539027A (en) * 1976-07-12 1978-01-27 Obayashi Gumi Kk Concrete form for building
JPS5524404A (en) * 1978-08-09 1980-02-21 Toshiba Corp Semiconductor light emitting device
JPS5540152A (en) * 1978-09-14 1980-03-21 Toshiba Corp Pneumatic vessel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101496657B1 (en) * 2014-05-09 2015-02-27 박윤수 Hydraulic System Using Caisson Steel Form

Also Published As

Publication number Publication date
JPS6446335U (en) 1989-03-22

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