JP3492997B2 - Construction temporary fixing equipment - Google Patents
Construction temporary fixing equipmentInfo
- Publication number
- JP3492997B2 JP3492997B2 JP2000349034A JP2000349034A JP3492997B2 JP 3492997 B2 JP3492997 B2 JP 3492997B2 JP 2000349034 A JP2000349034 A JP 2000349034A JP 2000349034 A JP2000349034 A JP 2000349034A JP 3492997 B2 JP3492997 B2 JP 3492997B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- temporary fixing
- fixing device
- horizontal
- wall panel
- 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 - Fee Related
Links
Landscapes
- Movable Scaffolding (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、建築分野に於ける
壁パネルやコンクリートパネル等の建込みに用いる仮止
め機器に関するものであり、より詳細には、壁式構法で
の壁パネルの建込みに際し、壁パネルを所定立設形態に
一時的に固定把持すると共に、壁パネルの連結作業のた
めの作業足場を提供する機枠に関するものであって、建
築分野、特に低層の鉄骨造建築分野に属するものであ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a temporary fixing device used for building wall panels, concrete panels, etc. in the field of construction, and more specifically, for building wall panels in a wall type construction method. In this case, the present invention relates to a machine frame that temporarily holds and holds a wall panel in a predetermined standing shape and provides a work scaffold for connecting wall panels, and is used in the field of construction, particularly in the field of low-rise steel construction. Belong to.
【０００２】[0002]
【従来の技術】従来の壁パネル建築でのパネル仮固定と
しては、（イ）壁体の上枠にアイボルトを取付けてお
き、壁体を所定位置に立設して側方に設置したアンカー
又は杭とアイボルト間を虎ワイヤーで張る手段、（ロ）
立設した壁パネルをアンカーに固定した方杖で支持する
手段、（ハ）人力で仮押えする手段、或いは（ニ）図８
に示す如き枠組足場を用いて壁パネルを足場と仮止め材
で仮固定し必要に応じて方杖を併用する手段等で実施し
ていた。2. Description of the Related Art As a panel temporary fixing in a conventional wall panel construction, (a) an eyebolt is attached to an upper frame of the wall body, and the wall body is erected at a predetermined position and installed on a side or an anchor. A means to stretch a tiger wire between the pile and the eyebolt, (b)
Means for supporting a cane better to secure the wall panels erected on the anchor, means for temporarily holding at (c) human power, or (d) 8
A wall panel was temporarily fixed with a scaffold and a temporary fixing material by using a framed scaffold as shown in Fig. 2, and a method of using a cane together was used as necessary.
【０００３】 また、建込み時の作業足場としては、
（ホ）所定位置に脚立を配置して脚立間に足場板を渡
す、主として低所作業に適した足場手段、（ヘ）図９に
示す如き梯子型建わくと、交差筋交い及び水平交差筋交
いとで平面視四角形態の機枠を構成し、キャスター（脚
輪）とジャッキで移動及び固定可能とすると共に、上部
には作業足場としての床付布枠と転落防止用の手摺を設
けた、主として高所作業に適した移動式足場等が用いら
れていた。In addition, as a work scaffold at the time of installation,
(E) A scaffolding means arranged mainly at a low position for placing a stepladder at a predetermined position and passing a scaffolding board between the stepladders. (F) A ladder-type erection as shown in Fig. 9 , cross bracing and Forming a machine frame in a quadrangular shape in plan view with horizontal cross braces, it can be moved and fixed with casters (jack wheels) and jacks, and at the top there is a cloth frame with floor as a work scaffold and a handrail for falling prevention. The provided mobile scaffolds, etc., which were mainly suitable for high-altitude work, were used.
【０００４】[0004]
【発明が解決しようとする課題】仮止めを虎ワイヤーや
方杖で実施する場合はアンカーの打込固定及び引抜き作
業が必要且つ煩雑であると共に壁パネルの垂直、水平の
位置出しも水準器を用いて個々に実施する必要があり、
仮止め作業は細心の注意を要し、作業性が悪い。また、
人力による仮止めは人件費を伴ない作業性が良くない。
また、枠組足場を用いる際には、仮止めしたい壁パネル
と枠組足場の鳥居枠（建わく）が符号（面当接）しない
ため、壁パネルを所定形態に確保するための臨機応変の
仮止め材及び方杖の使用が必要で、仮止め作業は煩雑且
つ細心の注意が必要で作業性が悪く、しかも踏板（布
枠）は動くので壁パネルの不動の仮止めが困難である。When the temporary fixing is carried out with a tiger wire or a cane, it is necessary and complicated to drive and fix the anchor, and the level of the vertical and horizontal positioning of the wall panel is required. Need to be carried out individually,
Temporary fixing work requires careful attention and workability is poor. Also,
Temporary fixing by human power does not involve labor costs and workability is poor.
In addition, when using a frame scaffold, the wall panel you want to temporarily fix and the torii frame (building) of the frame scaffold do not have a sign (face contact), so you can flexibly secure the wall panel in a certain shape. It is necessary to use materials and canes, and the temporary fixing work is complicated and requires careful attention, and the workability is poor. Moreover, since the tread (cloth frame) moves, it is difficult to fix the wall panel immovably.
【０００５】また、脚立で形成する足場や移動式足場で
壁パネルを建込む際には、壁パネルを予め仮止めしてお
く必要があり、これら足場では壁パネルの所定位置での
不動仮固定は全く不可能である。即ち、従来の、木造の
枠組壁構法（ツーバイフォーｅｔｃ）や、壁パネルで構
築する軽量鉄骨造建物での壁パネル構法にあっては、細
心の注意を要し、煩雑な作業である仮止め作業と、仮止
め後の足場使用作業とは別々に機材及び機器を用いて実
施するため、施工効率が悪かった。本発明は、新規な仮
止め機器を提供し、仮止め作業と足場作業とを合理的に
実施可能とし、壁パネル構法の効率化を達成するもので
ある。Further, when a wall panel is built on a scaffold formed by a stepladder or a mobile scaffold, it is necessary to temporarily fix the wall panel in advance. In these scaffolds, the immobile temporary fixing of the wall panel at a predetermined position is performed. Is totally impossible. That is, in the conventional wooden framed wall construction method (two-by-four etc) and the wall panel construction method in a lightweight steel-framed building constructed with wall panels, meticulous attention is required, and temporary fixing work is a complicated work. However, the work efficiency was poor because the equipment and the equipment were used separately from the work to use the scaffold after temporary fixing. The present invention provides a new temporary fixing device, enables the temporary fixing work and the scaffolding work to be performed reasonably, and achieves the efficiency of the wall panel construction method.
【０００６】[0006]
【課題を解決するための手段及び作用】例えば、図１に
示す如く、縦枠１A，１B，１Cと複数段の横枠組２，
３，４とで平面視直角三角形態の機枠Ｆを構成し、上部
の横枠組２には着脱自在の上部作業床２０を、機枠中間
部には着脱自在、且つ上下位置調節可能の下部作業床３
０を装着し、機枠下端には移動用キャスター８及び固定
用ジャッキ９を配設すると共に、上部横枠２A，２B，２
C及び下部横枠３A，３B，３Cの外面には壁パネル仮止め
手段Ｈ1を配設した（請求項１）。尚、壁パネル仮止め
手段は、一時的に壁パネルを横枠に固定出来れば良いの
で、ボルトネジ手段や、フック係止手段等、慣用の着脱
可能係止手段が広く採用可能である。また、仮止め手段
の配置は、直角の両横枠２Aと２B及び３Aと３Bに付設し
ておけば、壁パネルの直角の出隅部の仮止めが可能とな
るので、少なくとも横枠２A，２B及び３A，３Bの側板部
２S，３Sに直接付設するか、仮止め手段を備えた仮止め
用部材を側板部２S，３Sに付設する必要がある。[Means and Actions for Solving the Problems] For example, as shown in FIG. 1, vertical frames 1 A , 1 B and 1 C and a plurality of horizontal frame assemblies 2,
A machine frame F in the form of a right-angled triangle in a plan view is formed by 3 and 4, and an upper work floor 20 is detachably mounted on the upper horizontal framework 2, and a lower part is detachably mounted on the middle portion of the machine frame, and its vertical position can be adjusted. Work floor 3
0, the caster 8 for movement and the jack 9 for fixation are arranged at the lower end of the machine frame, and the upper horizontal frames 2 A , 2 B , 2
Wall panel temporary fixing means H 1 are provided on the outer surfaces of C and the lower horizontal frames 3 A , 3 B , 3 C (claim 1). Since the wall panel temporary fixing means only needs to be able to temporarily fix the wall panel to the horizontal frame, conventional detachable locking means such as bolt screw means and hook locking means can be widely adopted. Further, if the temporary fixing means are arranged on both of the right-angled horizontal frames 2 A and 2 B and 3 A and 3 B , the right-angled corners of the wall panel can be temporarily fixed. It is necessary to attach directly to the side plate portions 2 S and 3 S of the lateral frames 2 A , 2 B and 3 A and 3 B , or to attach a temporary fixing member provided with temporary fixing means to the side plate portions 2 S and 3 S. is there.
【０００７】従って、該仮止め機器は所定位置へキャス
ター作用で移動し、位置合せして水平、垂直を計測しな
がらジャッキで機枠Ｆを固定すれば、上下の横枠組が垂
直基準を規定し、直角三角形のコーナーＣ1が壁パネル
建付けの９０°角隅を規定することとなるから、角隅部
の壁パネルを上部横枠２A，２B、下部横枠３A，３Bで仮
止めすれば壁パネルを９０°の角隅形態で垂直状態に確
保出来、壁パネルを仮止めした後、各壁パネル連結のた
めの火打材取付けや横棧取付け等の作業が作業床２０，
３０から容易に実施出来、作業位置に応じて下部作業床
３０を低くしたり、高くしたり、或いは上部作業床２０
を取外したりして作業員は無理のない姿勢で作業出来
る。勿論、壁パネルの直線状連結作業は、複数の仮止め
機器を用い、場合によっては各仮止め機器間に足場板を
渡して容易に実施出来る。即ち、本仮止め機器は、壁パ
ネルの仮止め機能と、仮止め状態の各パネルに対する種
々の取付け作業の足場の機能を有するため、本仮止め機
器によって壁式構築工法での施工の合理化、効率化が達
成出来る。Therefore, if the temporary fixing device is moved to a predetermined position by a caster action and the machine frame F is fixed by a jack while aligning and measuring the horizontal and vertical directions, the upper and lower horizontal frameworks define a vertical reference. , The corner C 1 of the right-angled triangle defines the 90 ° corner of the wall panel construction, so the wall panels at the corners are divided into upper horizontal frames 2 A and 2 B and lower horizontal frames 3 A and 3 B. If temporarily fixed, the wall panel can be secured vertically in the form of 90 ° corners, and after temporarily fixing the wall panel, work such as mounting a hammering material and a horizontal board for connecting each wall panel is performed on the work floor 20,
It can be easily carried out from 30, and the lower working floor 30 can be lowered or raised depending on the working position, or the upper working floor 20
Workers can work in a comfortable posture by removing them. Of course, the work of linearly connecting the wall panels can be easily performed by using a plurality of temporary fastening devices and, depending on the case, passing a scaffold plate between the temporary fastening devices. That is, since this temporary fixing device has a function of temporarily fixing the wall panel and a function of a scaffold for various mounting work for each panel in the temporarily fixed state, the temporary fixing device rationalizes the construction by the wall construction method, Efficiency can be achieved.
【０００８】また、機枠上端での角隅Ｃ1，Ｃ2，Ｃ3に
はポール１３を着脱自在に立設し、各ポール１３間には
作業員転落防止用の手摺杆１４や手摺チェーン１５を配
置すると共に、下部横枠３Cから上部横枠２Cまで梯子１
７を着脱自在に懸架するのが好ましい（請求項２）。こ
の場合は、作業員が安心して作業出来、作業床の位置調
節と相俟って作業効率の向上が期待出来る。そして、ポ
ールの着脱により，仮止め機器の角度調節用の板状定規
等の角隅Ｃ1，Ｃ2，Ｃ3への軸支着脱も容易となり、運
搬時のコンパクト化も可能となる。しかも、梯子は作業
員の上下動を容易にし、下部作業床と共に、仮止め機器
間に架ける足場板の架台機能をも提供し、作業性が向上
する。Further, poles 13 are detachably erected at the corners C 1 , C 2 , C 3 at the upper end of the machine frame, and a handrail rod 14 and a handrail chain for preventing workers from falling are provided between the poles 13. 15 is arranged, and ladder 1 from the lower horizontal frame 3 C to the upper horizontal frame 2 C
It is preferable that the 7 is detachably suspended (claim 2). In this case, the worker can work with peace of mind, and the work efficiency can be expected to be improved in combination with the position adjustment of the work floor. By attaching / detaching the poles, it becomes easy to attach / detach the pivots to / from the corners C 1 , C 2 , C 3 of the plate-shaped ruler for adjusting the angle of the temporary fixing device, and it becomes possible to make the device compact during transportation. Moreover, the ladder facilitates the vertical movement of the worker, and also provides the platform function of the scaffolding board to be hung between the temporary fixing devices together with the lower work floor, thereby improving the workability.
【０００９】また、上部作業床２０は、平板から成る周
枠２１，２２上に足場板２５を張設し、周枠２１，２２
を上部横枠２A，２B，２Cの上面に着脱自在に止着する
のが好ましい（請求項３）。この場合は、壁パネル仮止
めの基準面となる横枠２A，２B，２Cの側縁部には何ら
影響を及ぼすことなく作業床２０の着脱が可能であり、
周枠の平板と横枠の上面との面当接着脱は、上方からの
ネジボルト着脱でも周枠下面に突設したピンの横枠上面
の孔への着脱でも簡便に実施可能となる。また、足場板
としてのエキスパンドメタル、帯鋼等の平板周枠上への
溶接による張設も容易に実施出来る。In the upper work floor 20, the scaffolding plate 25 is stretched on the peripheral frames 21 and 22 made of flat plates, and the peripheral frames 21 and 22 are arranged.
The upper horizontal frame 2 A, 2 B, 2 preferably to removably fasten to the upper surface of the C (claim 3). In this case, the work floor 20 can be attached / detached without affecting the side edges of the horizontal frames 2 A , 2 B , 2 C , which are the reference surfaces for temporarily fixing the wall panels,
The flat plate of the peripheral frame and the upper surface of the horizontal frame can be easily brought into and out of contact with each other by attaching / detaching a screw bolt from above or by attaching / detaching a pin protruding from the lower surface of the peripheral frame to a hole on the upper surface of the horizontal frame. Further, it is possible to easily perform expansion by welding on a flat plate peripheral frame such as expanded metal or a band steel as a scaffold plate.
【００１０】また、上部作業床２０は、周枠２１，２２
及び中央枠２３を備えた作業床パネル２０´の２枚から
構成するのが好ましい（請求項４）。この場合は、１枚
床と比べて、中央枠が存在するため、作業床枠の強度及
び足場板２５の強度が向上し、足場板材としてエキスパ
ンドメタル、帯鋼等の比較的軽量物の使用も可能とな
る。しかも、２分割タイプであるため着脱作業もし易く
なる。Further, the upper working floor 20 includes the peripheral frames 21 and 22.
And the work floor panel 20 ′ provided with the central frame 23 is preferable (claim 4). In this case, since the central frame is present as compared with the one-story floor, the strength of the work floor frame and the strength of the scaffolding plate 25 are improved, and relatively lightweight materials such as expanded metal and strip steel can be used as scaffolding plate materials. It will be possible. Moreover, since it is a two-part type, it is easy to attach and detach.
【００１１】また、下部作業床３０は、山形鋼板（アン
グル材）の周枠３１，３２を側板部３１S，３２Sが外側
から下方へ突出するように枠組みして上面の平板部３１
f，３２f間に足場板２５を張設し、縦枠１A，１B，１C
内面には上方からの嵌入を支持する受止金具１６を複数
段配設して下部作業床３０の側板部３１S，３２Sを受止
金具１６に着脱自在に係止するのが好ましい（請求項
５）。この場合は、山形鋼板の強度により下部作業床３
０は１枚パネルとしての必要強度が充足されると共に、
作業床３０の上下位置調節も、側板部３１S，３２Sの受
止金具１６への落し込み嵌入及び引上げ抜脱作業で可能
であるため、機枠Ｆ内での作業床３０の作業位置に応じ
た着脱調整作業も容易となる。In the lower work floor 30, the peripheral frames 31, 32 of angle steel plates are framed so that the side plate portions 31 S , 32 S project downward from the outside, and the flat plate portion 31 on the upper surface.
f, 32 a scaffolding plate 25 is stretched between f, vertical frame 1 A, 1 B, 1 C
It is preferable that a plurality of receiving brackets 16 are provided on the inner surface for supporting the fitting from above, and the side plate portions 31 S and 32 S of the lower work floor 30 are detachably locked to the receiving bracket 16 (claim) Item 5). In this case, due to the strength of the angle steel plate, the lower work floor 3
0 satisfies the necessary strength as a single panel,
The vertical position of the work floor 30 can be adjusted by inserting the side plate portions 31 S and 32 S into the receiving fitting 16 and by pulling the work plate out, so that the work position of the work floor 30 in the machine frame F can be adjusted. The corresponding attachment / detachment adjustment work becomes easy.
【００１２】また、上部横枠組２及び下部横枠組３は、
山形鋼から成る横枠２A，２B，２C，３A，３B，３Cを各
側板部２S，３Sが機枠Ｆの外面を規定するように縦枠１
A，１B，１Cと固定し、各角隅Ｃ1，Ｃ2，Ｃ3では補強板
５，６を各横枠の平板部２f，３fと一体化固定するのが
好ましい（請求項６）。この場合は、上下の横枠組２，
３が構造的に強固となると共に、各縦枠も横枠の側板部
２S，３Sの内面に当接溶接することにより剛構造機枠Ｆ
が容易に製作出来、角隅Ｃ1，Ｃ2，Ｃ3の補強板５，６
の存在と相俟って、少ない使用鋼材でありながら強固な
機枠Ｆが得られる。しかも、仮止め機器として、壁パネ
ルの水平、垂直基準を規定する各横枠側板部２S，３Sの
外表面には何ら支障を生ずることなく機枠が形成出来、
横枠側板部２S，３Sが直接仮止め面として使用出来る。The upper horizontal framework 2 and the lower horizontal framework 3 are
The horizontal frames 2 A , 2 B , 2 C , 3 A , 3 B , and 3 C made of angle steel are attached to the vertical frame 1 so that the side plate portions 2 S and 3 S define the outer surface of the machine frame F.
It is preferable that the reinforcing plates 5 and 6 are fixed to A , 1 B and 1 C, and the reinforcing plates 5 and 6 are integrally fixed to the flat plate portions 2 f and 3 f of each horizontal frame at each corner C 1 , C 2 and C 3 (claim) Item 6). In this case, the upper and lower horizontal frames 2,
3 becomes structurally strong, and each vertical frame is abutted and welded to the inner surfaces of the side plate portions 2 S and 3 S of the horizontal frame, so that the rigid structure machine frame F is formed.
Can be easily manufactured, and reinforcing plates 5, 6 with corners C 1 , C 2 , C 3
Combined with the existence of, a strong machine frame F can be obtained with a small amount of steel used. Moreover, as a temporary fixing device, a machine frame can be formed on the outer surfaces of the lateral frame side plate portions 2 S , 3 S that define the horizontal and vertical references of the wall panel without any trouble,
The lateral frame side plate portions 2 S and 3 S can be directly used as temporary fixing surfaces.
【００１３】 また、上下横枠組２，３間には、横枠側
板部２Ｓ，３Ｓの肉厚より薄い連結板４Ａ，４Ｂ，４Ｃ
を、各縦枠１ Ａ ，１ Ｂ ，１ Ｃ の外側から各縦枠１ Ａ ，１
Ｂ ，１ Ｃ 間に張設一体化して中間横枠組４を形成するの
が好ましい（請求項７）。この場合は、縦枠１Ａ，
１Ｂ，１Ｃの中間部に横枠組を備えるため、機枠Ｆの構
造強度（座屈強度、曲げ強度）が向上し、従って、比較
的肉厚の薄い鋼材で必要強度を備えた機枠の製作が可能
となる。しかも、連結板の肉厚は横枠側板部２Ｓ，３Ｓ
より小であるため、上下横枠組２，３と縦枠との溶接一
体化後に連結板を溶接固定する簡便な製作手段を採用し
ても、仮止め固定壁パネルの水平、垂直基準を規定する
各横枠側板部２Ｓ，３Ｓの外面には影響を与えることが
なく、所望の機能及び強度を備えた仮止め機器の製作が
容易となる。Further, between the upper and lower horizontal frameworks 2 and 3, connecting plates 4 A , 4 B and 4 C thinner than the thickness of the horizontal frame side plate portions 2 S and 3 S are provided.
From the outside of each vertical frame 1 A , 1 B , 1 C to each vertical frame 1 A , 1
It is preferable that the intermediate horizontal framework 4 is formed by stretching and integrating between B 1 and C 1 (Claim 7). In this case, the vertical frame 1 A ,
Since a horizontal framework is provided in the middle portion of 1 B and 1 C , the structural strength (buckling strength, bending strength) of the machine frame F is improved, and therefore a machine frame having a necessary strength with a relatively thin steel material. Can be manufactured. Moreover, the thickness of the connecting plate is such that the lateral frame side plate portions 2 S , 3 S
Since it is smaller, even if a simple manufacturing means for welding and fixing the connecting plate after the upper and lower horizontal frame assemblies 2 and 3 and the vertical frame are integrated by welding is adopted, the horizontal and vertical standards of the temporarily fixed wall panel are defined. The outer surfaces of the lateral frame side plate portions 2 S and 3 S are not affected, and the temporary fixing device having a desired function and strength can be easily manufactured.
【００１４】 また、上部横枠組２は、平板部２ ｆ と側
板部２ ｓ を備えた山形鋼から成り、上部各横枠２Ａ，２
Ｂ，２Ｃの平板部２ｆには各角隅Ｃ１，Ｃ２，Ｃ３で筒
状のポール受１８を固定してポール用の挿入孔Ｈ５を形
成すると共に、該平板部２ｆ適所に上部作業床２０止着
用のネジ孔Ｈ２を配設し、上部各横枠２Ａ，２Ｂ，２Ｃ
及び下部各横枠３Ａ，３Ｂ，３Ｃの側板部２Ｓ，３Ｓ適
所に壁パネル仮止め用のネジ孔Ｈ１を配設するのが好ま
しい（請求項８）。この場合は、ポール１３の着脱は、
ポール１３をポール受１８内に落し込むだけで立設出
来、必要に応じてポール受１８の側面からのネジ止着手
段等により、安全且つ確実な着脱が容易となり、横枠角
以外の出隅の建込みのために、仮止め手段を備えた別体
の補助仮止め用部材を角隅Ｃ１，Ｃ２を中心に回動可能
に付設する際にも、ポール用挿入孔Ｈ５を利用して容易
に装着可能となる。そして、上部作業床２０の着脱もネ
ジ孔Ｈ２を介したネジ止着手段により容易となり、壁パ
ネルの仮止めも横枠側板部２Ｓ，３Ｓとのネジ止着手段
により容易となる。Further, the upper horizontal framework 2 is provided on the side of the flat plate portion 2 f.
Made of angle steel with plate 2 s , each upper horizontal frame 2 A , 2
In the flat plate portion 2 f of B and 2 C , the cylindrical pole receiver 18 is fixed at each corner C 1 , C 2 , and C 3 to form the insertion hole H 5 for the pole, and the flat plate portion 2 f A screw hole H 2 for fastening the upper working floor 20 is arranged in a proper place, and each upper horizontal frame 2 A , 2 B , 2 C is arranged.
It is preferable that the side plate portions 2 S , 3 S of the lower horizontal frames 3 A , 3 B , 3 C are provided with screw holes H 1 for temporary fixing of the wall panel (claim 8). In this case, attaching and detaching the pole 13
It can be erected by simply dropping the pole 13 into the pole receiver 18, and if necessary, it can be safely and securely attached and detached from the side surface of the pole receiver 18 by a screw fastening means, etc. The pole insertion hole H 5 is also used when a separate auxiliary temporary fixing member provided with temporary fixing means is attached rotatably around the corners C 1 and C 2 for the purpose of building And can be easily installed. Then, it is facilitated by the screw fastening means detachable upper working floor 20 also through a screw hole H 2, it is facilitated by the screw fastening means of the temporary bonding be horizontal frame side plate portion 2 S, 3 S of the wall panels.
【００１５】また、機枠Ｆには水平水準器Ｍ1及び垂直
水準器Ｍ2を付設しておくのが好ましい（請求項９）。
この場合は、別体の計測器でその都度仮止め機器を位置
決めする煩雑な人手を要する操作が合理化出来、水準器
を見ながらジャッキ９の操作で容易に水準出しが可能と
なり作業性が向上する。Further, it is preferable that a horizontal level M 1 and a vertical level M 2 are attached to the machine frame F (claim 9).
In this case, it is possible to rationalize the complicated manual operation of positioning the temporary fixing device each time with a separate measuring device, and it is possible to easily perform leveling by operating the jack 9 while looking at the leveling device, which improves workability. .
【００１６】また、下部横枠３の角隅Ｃ1，Ｃ2，Ｃ3の
補強板６にジャッキ９を配置すると共に、補強板６の内
側に平板を張設固定したキャスター受７にキャスター８
を配置するのが好ましい（請求項１０）。この場合は、
ジャッキ９を機枠角隅に近接配置出来るため、機枠下の
安定化固定及び水準出し操作が合理的に実施出来、キャ
スター８の機枠Ｆの外方への突出による壁パネル仮止め
作用への支障も生じなく、作業員の動きの邪魔にもなら
ない。しかもキャスター受７は機枠Ｆの補強の機能も奏
する。Further, the jacks 9 are arranged on the reinforcing plates 6 of the corners C 1 , C 2 , C 3 of the lower horizontal frame 3, and the casters 8 are mounted on the caster holder 7 in which a flat plate is stretched and fixed inside the reinforcing plate 6.
Is preferably arranged (claim 10). in this case,
Since the jack 9 can be arranged close to the corner of the machine frame, stable fixing and leveling operation under the machine frame can be performed rationally, and the caster 8 can be temporarily fixed to the wall panel by the outward projection of the machine frame F. It does not interfere with the movement of workers. Moreover, the caster bridge 7 also has a function of reinforcing the machine frame F.
【００１７】また、上部横枠組２には、側縁に壁パネル
仮止め手段Ｈ1を備えた定規６０を、角隅Ｃ1，Ｃ2を中
心に回動可能に付設するのが好ましい（請求項１１）。
この場合は、例えば図７の如く、板体の定規６０を直角
の角隅Ｃ1にポール用挿入孔Ｈ5を介してポール１３を軸
心として回動可能に装着し、出隅が９０°＋α°の場合
でも仮止め手段Ｈ1を備えた側縁を横枠２Aからα°出し
て定規６０を横枠２Cにクランプ止着すれば、壁パネル
の９０°＋α°の出隅の建込みが可能となり、角隅Ｃ2
に定規６０を回動自在に装着すれば、４５°＋β°の出
隅の建込みに対応可能となる。従って、仮止め機器に出
隅角度調整具として定規６０を準備しておけば、変則の
出隅を有する建物の建込みにも対処可能となる。Further, it is preferable that a ruler 60 having a wall panel temporary fixing means H 1 on its side edge is attached to the upper horizontal frame 2 so as to be rotatable around corners C 1 and C 2 (claims). Item 11).
In this case, for example, as shown in FIG. 7, a ruler 60 of a plate is rotatably attached to a right angle corner C 1 through a pole insertion hole H 5 with the pole 13 as an axis, and the projected corner is 90 °. Even in the case of + α °, if the side edge provided with the temporary fastening means H 1 is extended from the horizontal frame 2 A by α ° and the ruler 60 is clamped to the horizontal frame 2 C , the 90 ° + α ° projected corner of the wall panel can be obtained. Can be built, corner C 2
If the ruler 60 is rotatably attached to the above, it is possible to support the installation of the projected corner of 45 ° + β °. Therefore, if the ruler 60 is prepared as the projection angle adjusting tool for the temporary fixing device, it is possible to deal with the building of a building having an irregular projection corner.
【００１８】[0018]
【発明の実施の形態】〔機枠（図２）〕図２に示す如
く、横枠組２及び３は同一の直角２等辺三角形状であっ
て、横枠２A，２B，２C及び３A，３B，３Cは肉厚６mm、
平板部２f，３f及び側板部２S，３Sの幅Ｗ1が６５mmの
市販の等辺山形鋼であり、辺長Ｌ1を１２００mm，Ｌ2を
１６９９mmに各横枠の突当部を溶接固着して形成する。
そして、上部横枠組２の各角隅部には肉厚４．５mmの三
角形の補強板５を平板部２f下面に溶接一体化し、下部
横枠組３の各角隅部には肉厚９mmの三角形の補強板６を
平板部３f下面に溶接一体化する。BEST MODE FOR CARRYING OUT THE INVENTION [Machine frame (FIG. 2)] As shown in FIG. 2, the horizontal frames 2 and 3 have the same right-angled isosceles triangle shape, and the horizontal frames 2 A , 2 B , 2 C and 3 are formed. A , 3 B and 3 C have a wall thickness of 6 mm,
The flat plate portions 2 f and 3 f and the side plate portions 2 S and 3 S are commercially available equilateral angle steel with a width W 1 of 65 mm. The side length L 1 is 1200 mm and L 2 is 1699 mm. Formed by welding and fixing.
Then, a triangular reinforcing plate 5 having a thickness of 4.5 mm is welded and integrated to the lower surface of the flat plate portion 2 f at each corner of the upper horizontal framework 2 and a thickness of 9 mm is provided at each corner of the lower horizontal framework 3. the reinforcing plate 6 of the triangle integrally welded to the lower surface plate portion 3 f.
【００１９】縦枠１Aは、横枠と同一の幅Ｗ1が６５mm、
肉厚６mmの等辺山形鋼であり、縦枠１B，１Cは、肉厚６
mm、幅Ｗ1が６５mmで隅角４５°に形成したものであ
り、これら縦枠１A，１B，１Cを上下横枠組２，３の角
隅に当接して高さＬ3が１５００mmで、角隅Ｃ1，Ｃ4が
直角を有し、角隅Ｃ2，Ｃ3，Ｃ5，Ｃ6が４５°であり、
上部横枠２の側板部２S及び下部横枠３の側板部３Sが外
周を規定した枠組みを形成する。また、下部横枠３の角
隅Ｃ4，Ｃ5，Ｃ6の補強板６にはジャッキ９を固定す
る。即ち、図５に示す如く、長ナット９４を補強板６に
固定し、下端には固定用の釘孔Ｈ3（図２）を備えたベ
ースプレート９１を固着したネジ丸棒９２を長ナット９
４に螺入して補強板６上方に突出させ、ストッパー９３
´を端部に備えた回転棒９３の回動操作により機枠Ｆの
上下動が出来るようにする。The vertical frame 1 A has the same width W 1 of 65 mm as the horizontal frame,
It is an equilateral angle steel with a wall thickness of 6 mm, and the vertical frames 1 B and 1 C have a wall thickness of 6 mm.
mm, the width W 1 is 65 mm, and the corner angle is 45 °. These vertical frames 1 A , 1 B , and 1 C are brought into contact with the corners of the upper and lower horizontal frame assemblies 2 and 3, and the height L 3 is 1500 mm. And the corners C 1 , C 4 have a right angle, and the corners C 2 , C 3 , C 5 , C 6 are 45 °,
Side plate portions 3 S of the upper horizontal frame 2 of the side plate portions 2 S and the lower horizontal frame 3 forms a framework which defines the outer periphery. A jack 9 is fixed to the reinforcing plate 6 at the corners C 4 , C 5 , C 6 of the lower horizontal frame 3. That is, as shown in FIG. 5, a long nut 94 is fixed to the reinforcing plate 6, and a threaded rod 92 having a base plate 91 provided with a fixing nail hole H 3 (FIG. 2) at the lower end is attached to the long nut 9.
4 is made to screw in and is made to project above the reinforcing plate 6, and the stopper 93
The machine frame F can be moved up and down by the rotating operation of the rotating rod 93 provided with ′ at the end.
【００２０】また、下部横枠３の各補強板６の内側に
は、肉厚９mm、幅Ｗ3が１００mmの平鋼のキャスター受
７を両側の平板部３f間に溶接張設し、ストッパー付き
の慣用のキャスター８を装着する。上部横枠２の角隅Ｃ
1，Ｃ2，Ｃ3には図６に示す如く、筒状のポール受１８
を設置してポール１３の基端を嵌入するための挿入孔Ｈ
5を形成する。尚、ポール受１８の底部には小孔（図示
せず）を設けて水溜りを防止する。そして、ポール受１
８には側面にネジ１８Sを付設し、ポール受内に嵌挿し
た軸体（ポール基端）を螺着固定可能とする。Inside each of the reinforcing plates 6 of the lower horizontal frame 3, a flat steel caster support 7 having a wall thickness of 9 mm and a width W 3 of 100 mm is welded between the flat plate portions 3 f on both sides to form a stopper. Attach a conventional caster 8 with. Corner C of upper horizontal frame 2
1 , 1 , C 2 , and C 3 are cylindrical pole receivers 18 as shown in FIG.
Hole H for installing the base end of the pole 13
Forming 5 A small hole (not shown) is provided at the bottom of the pole receiver 18 to prevent water pooling. And Paul 1
A screw 18 S is attached to the side surface of the shaft 8 so that the shaft body (pole base end) fitted and inserted in the pole receiver can be fixed by screwing.
【００２１】また、上部横枠２A，２B，２Cの平板部２f
適所には、上部作業床螺着用のネジ孔Ｈ2を配設し、上
部横枠２A，２B，２C及び下部横枠３A，３B，３Cの各側
板部２S，３Sには等間隔に壁パネル止着用のネジ孔Ｈ1
を多数穿設しておく。また、縦枠１A，１B，１C内面に
は、下部作業床係止用の上下から板材の挿入抜脱可能な
受止金具１６を複数段（３段）配設し、縦枠１A，１B，
１Cの中間部外周には肉厚６mmで幅Ｗ2が６５mmの連結板
４A，４B，４Cを溶接固定して、縦枠の曲げ及び座屈強
度を補強する。そして横枠２Cの側板部２Sには水平水準
器Ｍ1を、縦枠１Cの上部には垂直水準器Ｍ2を、両水準
器Ｍ1，Ｍ2を近接配置する。The flat plate portion 2 f of the upper horizontal frames 2 A , 2 B , 2 C
A screw hole H 2 for screwing an upper work floor is arranged in a proper position, and each side plate portion 2 S , 3 of the upper horizontal frames 2 A , 2 B , 2 C and the lower horizontal frames 3 A , 3 B , 3 C is arranged. Screw holes H 1 for attaching the wall panel to S at equal intervals
A large number of holes are drilled. Further, on the inner surfaces of the vertical frames 1 A , 1 B , 1 C , a plurality of stages (3 stages) of receiving fittings 16 for inserting and removing the plate material from above and below for locking the lower work floor are arranged. A , 1 B ,
Connecting plates 4 A , 4 B and 4 C having a thickness of 6 mm and a width W 2 of 65 mm are welded and fixed to the outer periphery of the middle portion of 1 C to reinforce the bending and buckling strength of the vertical frame. And the side plate portion 2 S of the lateral frame 2 C horizontal spirit level M 1, the upper portion of the vertical frame 1 C vertical spirit level M 2, disposed close both spirit level M 1, M 2.
【００２２】〔上部作業床（図３）〕全体形状は、図３
（Ｂ）に示す如く、左右対称の２枚のパネル２０´，２
０´を衝合すれば機枠Ｆの上部横枠組２と整合する物で
ある。即ち、図３（Ａ）に示す如く、１枚の作業床パネ
ル２０´は幅Ｗ4が６０mm、肉厚６mmの平鋼板の周枠２
１，２２と、肉厚６mm、幅Ｗ5が６５mmの等辺山形鋼よ
り成る中央枠２３とを衝合溶接一体化するが、中央枠２
３の側板部２３Sの両端部には、図３（Ｃ）の如く、補
強板５との干渉を防ぐための切欠ＣAと、横枠２Cの平板
部２fとの干渉を防ぐための切欠ＣBを予め形成してお
く。勿論、周枠及び中央枠の端部には、上部横枠組２の
角隅Ｃ1，Ｃ2，Ｃ3の挿入孔Ｈ5との干渉を防ぐための切
欠ＣXも形成しておく。そして、周枠２１，２２及び中
央枠２３で形成したパネル枠上には、足場板２５とし
て、肉厚及び板幅が３．５mmで菱形網目を有する鋼製の
エキスパンドメタルを載置溶着する。また、各周枠２
１，２２上には上部横枠２A，２B，２C上のネジ孔Ｈ2と
符合するネジ孔Ｈ2も穿設しておく。[Upper working floor (FIG. 3)] The overall shape is shown in FIG.
As shown in (B), two symmetrical panels 20 ', 2
If 0'is abutted, it matches the upper horizontal framework 2 of the machine frame F. That is, FIG. 3 as shown in (A), 1 sheet of the work floor panels 20 'width W 4 is 60 mm, the peripheral frame of the flat steel plate having a thickness of 6 mm 2
1, 22 and a central frame 23 made of equilateral angle steel having a wall thickness of 6 mm and a width W 5 of 65 mm are butt-welded and integrated.
In order to prevent the interference between the notch C A for preventing the interference with the reinforcing plate 5 and the flat plate portion 2 f of the lateral frame 2 C at both ends of the side plate portion 23 S of FIG. The notch C B is formed in advance. Of course, notches C X for preventing interference with the insertion holes H 5 of the corners C 1 , C 2 , C 3 of the upper horizontal framework 2 are also formed at the ends of the peripheral frame and the central frame. Then, on the panel frame formed by the peripheral frames 21 and 22 and the central frame 23, as a scaffolding plate 25, a steel expanded metal having a rhombic mesh with a thickness and a plate width of 3.5 mm is placed and welded. In addition, each peripheral frame 2
Screw holes H 2 corresponding to the screw holes H 2 on the upper horizontal frames 2 A , 2 B , and 2 C are also formed on 1, 22.
【００２３】〔下部作業床（図４）〕横枠組２，３と同
形状で機枠Ｆの縦枠１A，１B，１C内に嵌まる外形寸法
に、横枠組２，３と同一の等辺山形鋼（肉厚６mm、辺幅
６．５mm）の周枠３１，３２を衝合溶接し、周枠３１，
３２と同材の中央枠３３を直角隅Ｃ1から周枠３２の中
央に渡して溶接し、角隅には肉厚４．５mmの補強板５０
を周枠３１，３２の平板部３１f，３２f下面に張設溶接
する。勿論、中央枠３３の直角隅Ｃ1部では側板部３３S
に補強板５０との干渉を防ぐための切欠ＣCを形成して
おく。足場板２５としては、上部作業床２０での足場板
と同じ鋼製のエキスパンドメタルを周枠３１，３２及び
中央枠３３の上面に存在する平板部３１f，３２f，３３
f上に張って溶接固定する。[Lower work floor (FIG. 4)] The outer frame has the same shape as the horizontal frameworks 2, 3 and fits into the vertical frames 1 A , 1 B , 1 C of the machine frame F. Of equilateral angle steel (wall thickness 6 mm, side width 6.5 mm) of the peripheral frames 31 and 32 is butt-welded to form the peripheral frame 31,
A central frame 33 made of the same material as 32 is passed from the right-angled corner C 1 to the center of the peripheral frame 32 and welded, and a reinforcing plate 50 having a thickness of 4.5 mm is provided at the corners.
Is stretched and welded to the lower surfaces of the flat plate portions 31 f and 32 f of the peripheral frames 31 and 32. Of course, at the right-angled corner C 1 portion of the central frame 33, the side plate portion 33 S
A notch C C for preventing interference with the reinforcing plate 50 is formed in the above. As the scaffolding plate 25, expanded metal made of steel, which is the same as the scaffolding plate on the upper working floor 20, is used as the flat plate portions 31 f , 32 f , 33 existing on the upper surfaces of the peripheral frames 31, 32 and the central frame 33.
It is stretched on the f and fixed by welding.
【００２４】〔定規（図７）〕建物の出隅が９０°以外
の場合に採用する出隅角度調整用の補助具であって、図
７（Ａ）の定規６０は、横枠２Bと同一のパネル止着用
のネジ孔Ｈ1を多数配設した側板部６０Sを備えた６mm厚
で、平面視上部横枠組２と近似の形状を備えた鉄板であ
り、角隅Ｃ1位置でポール１３に回動自在に嵌合し、図
７（Ｂ）に示す如く、建物の出隅が９０°＋α°の場合
に、仮止め機器に付加装着して使用する物である。従っ
て、出隅が４５°〜９０°の建物の建込み用としては、
図７（Ｃ）に示す如く、角隅Ｃ2位置で上部横枠組２に
対して回動自在に装着した定規を用意して置く。[0024] [ruler (7)] A external corner angle adjustment aid for the external corner of the building is adopted when other than 90 °, ruler 60 in FIG. 7 (A), a horizontal frame 2 B An iron plate having a side plate portion 60 S having a large number of screw holes H 1 for mounting the same panel and having a thickness of 6 mm and having a shape similar to that of the upper horizontal framework 2 in plan view, and a pole at a corner C 1 position. It is a product that is rotatably fitted to the housing 13 and is additionally mounted on the temporary fixing device when the projected corner of the building is 90 ° + α ° as shown in FIG. 7B. Therefore, for building a building with a projected corner of 45 ° to 90 °,
As shown in FIG. 7C, a ruler rotatably attached to the upper horizontal framework 2 at the corner C 2 position is prepared and placed.
【００２５】〔仮止め機器の組付け〕機枠Ｆの横枠組２
上に上部作業床パネル２０´の２枚を、順次横枠２A，
２B，２C上のネジ孔Ｈ2に作業床パネル２０´周枠２
１，２２のネジ孔Ｈ2を整合してネジ固定し、下部作業
床３０の周枠３１，３２の平板部３１f，３２fを縦枠１
A，１B，１C内側の受止金具１６内に上方から落し込ん
で上下２段の作業床２０，３０を組付ける。[Assembly of Temporary Fixing Device] Horizontal frame assembly 2 of machine frame F
The two upper working floor panel 20 'above, sequential lateral frame 2 A,
2 B , 2 C on the screw hole H 2 work floor panel 20 'peripheral frame 2
The screw holes H 2 of 1 and 22 are aligned and screwed, and the flat plate portions 31 f and 32 f of the peripheral frames 31 and 32 of the lower working floor 30 are connected to the vertical frame 1.
Assemble the work floors 20 and 30 of two upper and lower stages by dropping them from above into the receiving metal fittings 16 inside A , 1 B and 1 C.
【００２６】次いで、梯子１７を図１の如く係止し、図
６（Ａ）の如く上部作業床２０上からポール１３を上部
横枠組の角隅Ｃ1，Ｃ2，Ｃ3の筒状のポール受１８内に
立て、ネジ１８Sで固定する。各ポール１３は図６
（Ｂ）の如く、予め中間部及び上部に座金１３aを固定
し、各座金１３a上に２本の手摺杆１４，１４は端部の
ワッシャー１４bを備えた嵌合パイプ１４aによってポー
ル１３を軸として回動可能に組付け、ネジキャップ１３
Tで抜脱防止した構造である。そして、折畳み状態で搬
入した後、作業床２０上で各ポール１３を拡開してポー
ル受１８に嵌入して立設固定し、角隅Ｃ2とＣ3のポール
１３間にはポール１３に付設したフック１５´を介して
手摺チェーン１５を係止する。Next, the ladder 17 is locked as shown in FIG. 1, and the pole 13 is attached to the upper working floor 20 from the upper working floor 20 as shown in FIG. 6 (A) so as to form a cylindrical shape with corners C 1 , C 2 , C 3 of the upper horizontal frame. Stand in the pole holder 18 and fix it with screws 18 S. Each pole 13 is shown in FIG.
(B) as previously washers 13 a and fixed to the intermediate portion and the upper pole by fitting the pipe 14 a is two handrail rods 14, 14 having a washer 14 b of the end portion on each washer 13 a 13 is rotatably assembled around the screw cap 13
The structure prevents removal by T. Then, after carrying in the folded state, each pole 13 is expanded on the work floor 20 and fitted into the pole receiver 18 to be fixed upright, and the pole 13 is provided between the poles 13 at the corners C 2 and C 3. The handrail chain 15 is locked via the attached hook 15 '.
【００２７】〔仮止め機器の使用〕まず、ジャッキのベ
ースプレート９１を浮かしてキャスター８により仮止め
機器を建物の出隅の壁パネル取付位置に移動し、キャス
ター８のストッパーを掛けて仮固定する。次いで、水平
水準器Ｍ1及び垂直水準器Ｍ2を見ながらジャッキの回転
棒９３を回動操作して仮止め機器の出隅を水平（垂直）
にする。次いで、機枠Ｆの横枠２Aと３Aに用意した木製
又は金属製の定規を当接し、木槌等でジャッキのネジ丸
棒９２下部を打撃して予めコンクリート床に墨出しをし
た壁パネルの位置の地墨に合せる。次いで、再度仮止め
機器の水平位置を確認し、ジャッキのベースプレート９
１の固定用の釘孔Ｈ3にコンクリート釘を打込んで仮止
め機器を固定する。尚、壁パネルに対する風圧が大きい
時は横枠２C，３Cのネジ孔Ｈ1を介して仮止め機器を２
基連結して壁パネルの転倒を防止する。[Use of Temporary Fixing Device] First, the base plate 91 of the jack is floated, the caster 8 moves the temporary fixing device to the wall panel mounting position at the projecting corner of the building, and the caster 8 stopper is temporarily fixed. Next, while looking at the horizontal level M 1 and the vertical level M 2 , the rotary bar 93 of the jack is turned to horizontally (vertically) the protruding corner of the temporary fixing device.
To Next, a wooden or metal ruler prepared on the horizontal frames 2 A and 3 A of the machine frame F is brought into contact, and the lower part of the screw round bar 92 of the jack is hit with a mallet or the like to mark the concrete floor in advance. Match the ink on the panel position. Then, check the horizontal position of the temporary fixing device again and check the base plate 9 of the jack.
A concrete nail is driven into the fixing nail hole H 3 of 1 to fix the temporary fixing device. When the wind pressure on the wall panel is large, the temporary fixing device is installed through the screw holes H 1 of the horizontal frames 2 C and 3 C.
It is connected to the base to prevent the wall panel from falling over.
【００２８】次に、壁パネルをクレーンで吊上げ、予め
水平を確保した壁パネル取付面（コンクリート床のアン
カーボルトに締着した角座金上端）に設置し、所定の位
置に壁パネルの下部をナットで締着仮固定する（図示せ
ず）。次いで、壁パネルを仮止め機器の横枠２A，３Aの
側板部２S，３Sに当接し、仮止め機器の縦枠１と壁パネ
ルの垂直面が合っていることを確認（若し不整合であれ
ばコンクリート床上の角座金の高さを調節する）し、横
枠２A，３Aのパネル締着用ネジ孔Ｈ1を介して壁パネル
を仮止め機器にネジ数本で仮固定し、ナットを本締めし
てネジ固定する。Next, the wall panel is hoisted by a crane and installed on the wall panel mounting surface (the upper end of the square washer fastened to the anchor bolt of the concrete floor) where the horizontal level is secured in advance, and the lower part of the wall panel is placed at a predetermined position with a nut. Tighten and temporarily fix with (not shown). Next, the wall panel is brought into contact with the side plate portions 2 S and 3 S of the lateral frames 2 A and 3 A of the temporary fixing device, and it is confirmed that the vertical frame 1 of the temporary fixing device and the vertical surface of the wall panel are aligned with each other. If there is a mismatch, adjust the height of the square washer on the concrete floor), and temporarily fix the wall panel to the temporary fixing device with several screws through the panel fastening screw holes H 1 of the horizontal frames 2 A and 3 A. Fix it and tighten the nut to secure it with a screw.
【００２９】次いで、直交する壁パネルを上記同様に、
機枠横枠２B，３Bに固定し、直交する２枚の壁パネルの
建込みは完了する。尚、中間部の壁パネルは、１枚毎で
も、床面で予め複数枚連結した単位でも、同様に建込ん
でパネル相互を連結する。勿論、中間部の壁パネル相互
の連結作業にも仮止め機器を用いることが出来る。ま
た、壁パネル設置面が長い場合は、適宜、例えば１０mm
毎に仮止め機器を配置し、水糸を張って位置調整しなが
ら対処する。壁パネルが建物の一面、若しくは適宜長さ
建込みの終了した段階で各仮止め機器間に、脚立等を補
助に用いて用意した慣用の足場板を差渡し、壁パネルの
コーナーを固定する火打材の取付けは仮止め機器の作業
床２０，３０上から実施し、各壁パネル相互を連結す
る。例えば、小梁受等の横材の取付けは適宜作業床２
０，３０及び差渡し足場板から実施する。Then, the orthogonal wall panels are placed in the same manner as above.
It is fixed to the machine frame horizontal frames 2 B and 3 B, and the construction of the two wall panels orthogonal to each other is completed. In the meantime, the wall panels in the middle portion are similarly built and connected to each other in units of one unit or a unit in which a plurality of units are connected in advance on the floor. Of course, the temporary fixing device can also be used for connecting the wall panels in the middle. If the wall panel installation surface is long, for example, 10 mm
A temporary fixing device is arranged for each, and a line is stretched to adjust the position. When the wall panel is on one side of the building, or at the stage where the length has been built appropriately, a conventional scaffolding board prepared by using a stepladder etc. is passed between each temporary fastening device to fix the corner of the wall panel. The material is attached from the work floors 20 and 30 of the temporary fixing device, and the wall panels are connected to each other. For example, when installing a cross member such as a beam receiver, the work floor 2
Carry out from 0, 30 and handing over scaffolding boards.
【００３０】仮止め機器設置位置での壁パネル建込み作
業が終了したら、仮止め機器を移動して次の場所で使用
し、１階部分の壁パネル建込みを終了し、２階の床が形
成されたら仮止め機器をクレーンで２階床へ移動し、２
階床がコンクリート床、木製床、ＡＬＣ床等のときに
は、仮止め機器は１階の場合と同様に利用して作業す
る。若し、２階床がデッキプレートの敷き込みのままで
あれば、デッキプレート上に構造用ベニヤ板や足場板等
の道板を使用すれば良い。鉄骨工事等の建込み工事が終
了したら、仮止め機器は、必要に応じて適宜上部作業床
２０を取外したり、ポール１３及び手摺杆１４、梯子１
７を取外したり、下部作業床３０を適切な位置に再配置
したりして、内装用移動足場として有効に利用出来る。When the work for building the wall panel at the temporary fixing device installation position is completed, the temporary fixing device is moved to be used in the next place, and the wall panel for the first floor is completed, and the floor on the second floor is Once formed, move the temporary fixing device to the second floor with a crane, and
When the floor is a concrete floor, wooden floor, ALC floor, etc., the temporary fixing device is used in the same manner as in the case of the first floor. If the deck on the second floor is still laid with deck plates, road boards such as structural veneer boards and scaffold boards may be used on the deck plates. When the installation work such as the steel frame work is completed, the temporary fixing device appropriately removes the upper work floor 20 as necessary, and the pole 13, the handrail rod 14, and the ladder 1
7 can be removed or the lower work floor 30 can be rearranged at an appropriate position to be effectively used as a moving scaffold for interior.
【００３１】建物の出隅部は通常９０°であるが、出隅
が９０°以上の場合や、４５°〜９０°の範囲に壁パネ
ルを建込む必要が生じた場合は、図７に示す板状の定規
６０を横枠組２の上面に角隅Ｃ1又はＣ2を中心に回動可
能に装着し、計器で定規６０を必要角隅に回動して、図
７（Ａ）に示す如く横枠２Aの側板部２S（図２）と定規
の側板部６０Sとでθ1（９０°）＋α°を形成して定規
６０と横枠２Cとをクランプ手段６´で固定する。仮止
め機器の角隅Ｃ1が設置出来れば、壁パネル等の角隅Ｃ1
での連結は、通常の９０°の場合と同様に実施出来る。
若し、４５°〜９０°範囲の出隅の建込みが必要な場合
は、別の用意した定規を用いて図７（Ｃ）の如く、θ2
（４５°）＋β°に仮止め機器の角隅Ｃ2を設定し、図
７（Ｂ）のθ1＋α°の場合と同様に建込み出来る。The projecting corner of the building is usually 90 °, but when the projecting corner is 90 ° or more, or when it becomes necessary to build a wall panel in the range of 45 ° to 90 °, it is shown in FIG. A plate-shaped ruler 60 is mounted on the upper surface of the horizontal framework 2 so as to be rotatable around the corner C 1 or C 2 , and the ruler 60 is rotated to the required corner with an instrument, as shown in FIG. 7 (A). As described above, the side plate 2 S of the horizontal frame 2 A (FIG. 2) and the side plate 60 S of the ruler form θ 1 (90 °) + α °, and the ruler 60 and the horizontal frame 2 C are fixed by the clamp means 6 ′. To do. If we installed the corner C 1 of tacking equipment, corners such as wall panel corner C 1
The connection can be performed in the same manner as in the case of normal 90 °.
If it is necessary to build the projecting corner in the range of 45 ° to 90 °, use another prepared ruler and set θ 2 as shown in FIG. 7 (C).
The corner C 2 of the temporary fixing device is set to (45 °) + β °, and installation can be performed in the same manner as in the case of θ 1 + α ° in FIG. 7B.
【００３２】〔その他〕横枠組２，３の外面に配置する
壁パネル仮止め手段は、壁パネルを一時的に強固に保持
出来れば良いので、実施例でのネジ孔Ｈ1手段に限ら
ず、壁パネルの構造に応じて適宜に、保持手段として慣
用のクランプ手段やフック手段等の着脱可能な固着手段
の採用が可能であり、また、上下横枠組の側板部上に壁
パネル仮止め手段を備えた板材を慣用のスクリューロッ
ド手段で突出可能に付設した場合は、仮固定対象壁パネ
ルの面が面一でなくても、仮止め用板材の出没調整によ
り仮固定可能となる。従って、壁パネル仮止め手段を備
えた壁パネル固着用の、これら異なる板材を用意し、使
用壁パネルに応じて横枠２，３に適宜着脱実施すれば、
仮止め機器の汎用性が増し、壁パネル建込み施工が合理
化出来る。[Others] The wall panel temporary fixing means arranged on the outer surface of the horizontal frameworks 2, 3 is not limited to the screw hole H 1 means in the embodiment, as long as the wall panel can be temporarily and firmly held. Depending on the structure of the wall panel, it is possible to employ a detachable fixing means such as a conventional clamping means or a hook means as the holding means, and the wall panel temporary fixing means on the side plate part of the upper and lower horizontal frameworks. When the provided plate member is attached so as to be able to project by the conventional screw rod means, even if the surface of the temporary fixing target wall panel is not flush, the temporary fixing plate member can be temporarily fixed by adjusting the protruding / retracting position. Therefore, if these different plate materials for fixing the wall panel provided with the wall panel temporary fixing means are prepared and attached / detached to / from the horizontal frames 2 and 3 depending on the wall panel used,
The versatility of the temporary fixing device increases, and the wall panel installation work can be rationalized.
【００３３】また、建物出隅部の角度調整手段としての
定規は、仮止め手段が回動可能、且つ固定自在であれば
所期の目的が達成出来るので、実施例での三角形状鋼板
に限らず、角隅Ｃ1又はＣ2を中心に慣用のスクリューロ
ッド手段で回動出没固定させる平板、アングル鋼板、又
は角筒等に着脱可能な固着手段として慣用のネジ手段、
クランプ、クリップ手段、フック手段等の仮止め手段を
配置した、腕木（アーム）形状としても良い。Further, the ruler as the angle adjusting means for the corner of the building can achieve the intended purpose if the temporary fixing means is rotatable and fixable, so that it is limited to the triangular steel plate in the embodiment. First , a screw means that is commonly used as a fixing means that can be detachably attached to a flat plate, an angle steel plate, or a square tube that is rotated and retracted and fixed by a conventional screw rod means around the corner C 1 or C 2 .
It may be in the shape of a arm (arm) in which temporary fixing means such as clamps, clip means, and hook means are arranged.
【００３４】また、ポール１３もネジ継ぎ手段パイプで
構成し、基端も上部横枠組２に対してネジ着脱可能とす
れば、手摺杆の着脱も容易となり、コンパクト化出来て
搬送組立にも有利である。また、作業床上の足場板２５
は、鋼製簀の子、エキスパンドメタル、パンチングメタ
ル、縞鋼板等を採用すれば、雨水の溜りや足のすべりも
防止出来、作業がし易くなる。また、ジャッキ９は下部
横枠から突出させるアウトリガーに付設すれば、仮止め
機器の支持力の増強が達成出来る。If the pole 13 is also made of a screw connecting means pipe and the base end thereof is also attachable / detachable to / from the upper horizontal framework 2, the handrail rod can be easily attached / detached, which can be made compact and advantageous for transport assembly. Is. Also, scaffolding board 25 on the work floor
If steel cage, expanded metal, punching metal, striped steel plate, etc. are adopted, rainwater accumulation and foot slippage can be prevented and work becomes easier. Further, if the jack 9 is attached to an outrigger that projects from the lower lateral frame, it is possible to increase the support force of the temporary fixing device.
【００３５】[0035]
【発明の効果】本発明仮止め機器を用いて壁パネル等の
建込みを実施すれば、垂直に測定設置した仮止め機器に
壁パネルを吊り込んで当接仮固定するだけで垂直精度が
確保出来、従って、壁パネルの建込み作業が容易に、且
つ精度高く実施出来る。しかも、仮止めした壁パネルに
対する火打材の取付けや、壁パネル相互の連結作業も仮
止め機器を用いて実施出来、また、壁パネルの建込み完
了後の内装工事も仮止め機器を移動足場として利用出来
るため、壁パネルで構築する木造の枠組壁工法（ツーバ
イフォーｅｔｃ）建物や、壁パネルで構築する軽量鉄骨
造建物の施工の合理化、効率化が達成出来る。EFFECTS OF THE INVENTION If the temporary fixing device of the present invention is used to build a wall panel or the like, vertical accuracy can be secured simply by suspending the wall panel on the temporary fixing device that is vertically measured and installed and abutting and temporarily fixing it. Therefore, the work of building the wall panel can be performed easily and accurately. Moreover, it is possible to use the temporary fixing device to attach the fired material to the temporarily fixed wall panel and to connect the wall panels to each other, and also use the temporary fixing device as a moving scaffold for the interior work after the completion of the wall panel installation. Since it can be used, rationalization and efficiency of construction of a wooden framed wall construction method (two-by-four etc) building constructed with wall panels and a lightweight steel frame building constructed with wall panels can be achieved.
【００３６】また、仮止め機器の上部作業床及び下部作
業床は着脱自在であり、しかも、下部作業床は複数段に
高さ調節可能であるため、作業員は、壁パネルの垂直仮
止め作業から建込み完了壁パネルに対する内装工事に到
るまでの各種作業に応じて、作業が容易なように仮止め
機器を使い分けることにより、最適の作業環境下で効率
的に作業が遂行出来る。即ち、本発明の仮止め機器を用
いることにより、従来の細心の注意を要し、煩雑な作業
であった仮止め作業と、仮止め後の足場使用作業との別
々の機材、機具を用いた煩雑な作業が、単純一体化作業
として合理的、効率的に実施可能となる。Further, since the upper work floor and the lower work floor of the temporary fixing device are detachable and the height of the lower work floor can be adjusted in a plurality of steps, the worker can perform the vertical temporary fixing work of the wall panel. Depending on various works from the installation to the interior work for the completed wall panel, different temporary fixing devices are used so that the work can be performed easily, so that the work can be efficiently performed under the optimum work environment. That is, by using the temporary fixing device of the present invention, separate equipments and tools for the temporary fixing work, which is a complicated work requiring the careful attention of the prior art, and the scaffolding use work after the temporary fixing are used. Complex work can be performed reasonably and efficiently as a simple integrated work.
【００３７】また、壁パネル仮止め手段を備えた上部横
枠組及び下部横枠組が平面視直角三角形態であるため、
建物の直角出隅部での壁パネルの直交状態建付けにも、
壁パネル相互を平面状に連結して壁面を形成するのに
も、必要に応じて複数の仮止め機器を用いて合理的に作
業を遂行することが出来る。しかも、仮止め機器が平面
視直角三角形態であるため場所を取らず、従って作業員
の床上の移動の邪魔にならず、仮止め機器の使い勝手が
良い。Further, since the upper horizontal framework and the lower horizontal framework provided with the wall panel temporary fixing means have a right-angled triangular shape in a plan view,
For the orthogonal construction of the wall panels at the right-angled corner of the building,
Even when the wall panels are connected to each other in a planar shape to form the wall surface, it is possible to rationally perform the work by using a plurality of temporary fixing devices as needed. Moreover, since the temporary fixing device is in the form of a right-angled triangle in a plan view, it does not take up space, and therefore does not interfere with the movement of the worker on the floor, and the temporary fixing device is easy to use.
【図１】本発明仮止め機器の全体略示斜視図である。FIG. 1 is an overall schematic perspective view of a temporary fixing device of the present invention.
【図２】本発明仮止め機器の機枠Ｆの全体斜視図であ
る。FIG. 2 is an overall perspective view of a machine frame F of the temporary fixing device of the present invention.
【図３】上部作業床２０の図であって、（Ａ）は作業床
パネル２０´の斜視図、（Ｂ）は２枚の作業床パネル２
０´を上部横枠組上に載置下状態の斜視図、（Ｃ）は
（Ｂ）のＣ−Ｃ線断面説明図、（Ｄ）は（Ｂ）のＤ−Ｄ
線断面説明図である。FIG. 3 is a view of an upper work floor 20, (A) is a perspective view of a work floor panel 20 ′, and (B) is two work floor panels 2;
0'is a perspective view of a state of being placed on the upper horizontal framework, (C) is a sectional view taken along the line CC of (B), and (D) is DD of (B).
It is a line section explanatory view.
【図４】下部作業床３０の図であって、（Ａ）は全体斜
視図、（Ｂ）は（Ａ）のＢ−Ｂ線断面説明図である。4A and 4B are diagrams of a lower work floor 30, where FIG. 4A is an overall perspective view and FIG. 4B is a cross-sectional explanatory view taken along the line BB of FIG.
【図５】ジャッキ９の側面説明図である。FIG. 5 is a side view of the jack 9.
【図６】ポール１３の図であって、（Ａ）は基端取付部
の説明図、（Ｂ）はポール１３に対する手摺杆１４の取
付状態説明図である。6A and 6B are diagrams of the pole 13, wherein FIG. 6A is an explanatory view of a base end mounting portion, and FIG. 6B is an explanatory view of a mounting state of the handrail rod 14 on the pole 13.
【図７】定規６０の図であって、（Ａ）は出隅角度調整
状態の斜視図、（Ｂ）は出隅角度が９０°＋α°の作用
説明図、（Ｃ）は出隅角度が４５°＋β°の作用説明図
である。7A and 7B are diagrams of a ruler 60, FIG. 7A is a perspective view showing a state in which a projection angle is adjusted, FIG. 7B is an explanatory view of a projection angle of 90 ° + α °, and FIG. It is an operation explanatory view of 45 ° + β °.
【図８】従来の建枠の説明図である。FIG. 8 is an explanatory diagram of a conventional building frame.
【図９】従来の移動式足場の説明図である。FIG. 9 is an explanatory diagram of a conventional mobile scaffold.
【符号の説明】
１A，１B，１C・・・縦枠、 ２，３，４・・・横枠組、２A，
２B，２C・・・上部横枠、 ３A，３B，３C・・・下部横枠、
２f，３f，２３f，３１f，３２f，３３f・・・平板部、
２S，３S，２３S，３１S，３２S，３３S・・・側板部、
４A，４B，４C・・・連結板、 ５，６，５０・・・補強板、
７・・・キャスター受、８・・・キャスター、 ９・・・ジャッ
キ、 １３・・・ポール、 １４・・・手摺杆、１５・・・手摺
チェーン、 １６・・・受止金具、 １７・・・梯子、１８・・
・ポール受、 ２０，３０・・・作業床、 ２１，２２，３
１，３２・・・周枠
２３，３３・・・中央枠、 ２５・・・足場板（エキスパンド
メタル）、６０・・・定規、 ６０S・・・側板部、 ６１・・・
クランプ、９１・・・ベースプレート、 ９２・・・ネジ丸
棒、 ９３・・・回転棒、９４・・・長ナット[Explanation of Codes] 1 A , 1 B , 1 C ... Vertical frame, 2, 3, 4 ... Horizontal framework, 2 A ,
2 B , 2 C ... upper horizontal frame, 3 A , 3 B , 3 C ... lower horizontal frame,
2 f , 3 f , 23 f , 31 f , 32 f , 33 f ... Flat plate part,
2 S , 3 S , 23 S , 31 S , 32 S , 33 S ... Side plate part,
4 A , 4 B , 4 C ... Connecting plate, 5, 6, 50 ... Reinforcing plate,
7 ... Caster receiver, 8 ... Caster, 9 ... Jack, 13 ... Pole, 14 ... Handrail rod, 15 ... Handrail chain, 16 ... Receiving metal fittings, 17 ...・ Ladders, 18 ・ ・
・ Pole receiver, 20,30 ... Work floor, 21,22,3
1, 32 ... Surrounding frame 23, 33 ... Central frame, 25 ... Scaffolding plate (expanded metal), 60 ... Ruler, 60 S ... Side plate part, 61 ...
Clamp, 91 ... Base plate, 92 ... Round screw rod, 93 ... Rotating rod, 94 ... Long nut
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7，ＤＢ名) E04G 21/16 E04G 1/36 ─────────────────────────────────────────────────── ─── Continuation of the front page (58) Fields surveyed (Int.Cl. 7 , DB name) E04G 21/16 E04G 1/36
Claims (11)
枠組（２，３，４）とで平面視直角三角形態の機枠
（Ｆ）を構成し、上部の横枠組（２）には着脱自在の上
部作業床（２０）を、機枠中間部には着脱自在、且つ上
下位置調節可能の下部作業床（３０）を装着し、機枠下
端には移動用キャスター（８）及び固定用ジャッキ
（９）を配設すると共に、上部横枠（２Ａ，２Ｂ，
２Ｃ）及び下部横枠（３Ａ，３Ｂ，３Ｃ）の外面には壁
パネル仮止め手段（Ｈ１）を配設した建築用仮止め機
器。1. A vertical frame (1 A , 1 B , 1 C ) and a plurality of horizontal frame sets (2, 3, 4) constitute a machine frame (F) in the form of a right-angled triangle in a plan view, and an upper horizontal frame. The frame (2) is equipped with a detachable upper working floor (20), the middle of the machine frame is detachably mounted with a lower work floor (30) whose vertical position can be adjusted, and the lower end of the machine frame is equipped with a moving caster. (8) and the fixing jack (9) are arranged, and the upper horizontal frames (2 A , 2 B ,
2 C) and a lower horizontal frame (3 A, 3 B, 3 C) tacking equipment for construction on the outer surface which is disposed a wall panel temporarily fixing means (H 1) of the.
はポール（１３）を着脱自在に立設し、各ポール（１
３）間には作業員転落防止用の手摺杆（１４）及び／又
は手摺チェーン（１５）を配置すると共に、下部横枠
（３Ｃ）から上部横枠（２Ｃ）まで梯子（１７）を着脱
自在に懸架した請求項１の建築用仮止め機器。2. A pole (13) is detachably erected at the corners (C 1 , C 2 , C 3 ) of the upper end of the machine frame, and each pole (1
A handrail rod (14) and / or a handrail chain (15) for preventing workers from falling is arranged between 3), and a ladder (17) is arranged from the lower horizontal frame (3 C ) to the upper horizontal frame (2 C ). The temporary fixing device for construction according to claim 1, which is detachably suspended.
枠（２１，２２）上に足場板（２５）を張設し、周枠
（２１，２２）を上部横枠（２Ａ，２Ｂ，２Ｃ）の上面
に着脱自在に止着した請求項１又は２の建築用仮止め機
器。3. The upper working floor (20) has a scaffolding plate (25) stretched on a peripheral frame (21, 22) made of a flat plate, and the peripheral frame (21, 22) is connected to an upper horizontal frame (2 A , The building temporary fixing device according to claim 1 or 2, which is detachably fixed to the upper surface of 2 B , 2 C ).
２）及び中央枠（２３）を備えた作業床パネル（２０
´）の２枚から成る請求項１乃至３のいずれか１項の建
築用仮止め機器。4. The upper work floor (20) has a peripheral frame (21, 2).
2) and working floor panel (20) with central frame (23)
The construction temporary fixing device according to any one of claims 1 to 3, wherein the temporary fixing device for construction is composed of two sheets.
（３１，３２）を側板部（３１Ｓ，３２Ｓ）が外側から
下方へ突出するように枠組みして上面の平板部（３
１ｆ，３２ｆ）間に足場板（２５）を張設し、縦枠（１
Ａ，１Ｂ，１Ｃ）内面には上方からの嵌入を支持する受
止金具（１６）を複数段配設して下部作業床（３０）の
側板部（３１Ｓ，３２Ｓ）を受止金具（１６）に着脱自
在に係止した請求項１乃至４のいずれか１項の建築用仮
止め機器。5. The lower work floor (30) includes a peripheral frame (31, 32) of a mountain-shaped steel plate as a frame so that the side plate parts (31 S , 32 S ) project downward from the outside, and a flat plate part on the upper surface. (3
1 f, 32 f) scaffolding plate (25) is stretched between the vertical frame (1
A , 1 B , 1 C ) is provided with a plurality of receiving fittings (16) for supporting the fitting from above to receive the side plate portions (31 S , 32 S ) of the lower working floor (30). The construction temporary fixing device according to any one of claims 1 to 4, which is detachably locked to the metal fitting (16).
は、山形鋼から成る横枠（２Ａ，２Ｂ，２Ｃ，３Ａ，３
Ｂ，３Ｃ）を各側板部（２Ｓ，３Ｓ）が機枠（Ｆ）の外
面を規定するように縦枠（１Ａ，１Ｂ，１Ｃ）と固定
し、各角隅（Ｃ１，Ｃ２，Ｃ３）では補強板（５，６）
を各横枠の平板部（２ｆ，３ｆ）と一体化固定した請求
項１乃至５のいずれか１項の建築用仮止め機器。6. Upper horizontal framework (2) and lower horizontal framework (3)
Is a horizontal frame (2 A , 2 B , 2 C , 3 A , 3 made of angle steel.
B , 3 C ) are fixed to the vertical frames (1 A , 1 B , 1 C ) so that each side plate (2 S , 3 S ) defines the outer surface of the machine frame (F), and each corner (C Reinforcing plates (5, 6) for 1 , C 2 , C 3 )
The temporary fixing device for construction according to any one of claims 1 to 5, wherein the above is integrally fixed to the flat plate portions ( 2f , 3f ) of each horizontal frame.
部（２Ｓ，３Ｓ）の肉厚より薄い連結板（４Ａ，４Ｂ，
４Ｃ）を、各縦枠（１ Ａ ，１ Ｂ ，１ Ｃ ）の外側から各縦
枠（１ Ａ ，１ Ｂ ，１ Ｃ ）間に張設一体化して中間横枠組
（４）を形成した請求項６の建築用仮止め機器。7. Between the upper and lower horizontal frame assemblies (2, 3), connecting plates (4 A , 4 B , 4 A , 4 B , which are thinner than the thickness of the horizontal frame side plate portions (2 S , 3 S ).
4 C ) from the outside of each vertical frame (1 A , 1 B , 1 C ) in each vertical direction.
Intermediate horizontal framework by tensioning between frames (1 A , 1 B , 1 C )
The building temporary fixing device according to claim 6, wherein (4) is formed.
側板部（２ ｓ ）を備えた山形鋼から成り、上部各横枠
（２Ａ，２Ｂ，２Ｃ）の平板部（２ｆ）には各角隅（Ｃ
１，Ｃ２，Ｃ３）で筒状のポール受（１８）を固定して
ポール用の挿入孔（Ｈ５）を形成すると共に、該平板部
（２ｆ）適所に上部作業床（２０）止着用のネジ孔（Ｈ
２）を配設し、上部各横枠（２Ａ，２Ｂ，２Ｃ）及び下
部各横枠（３Ａ，３Ｂ，３Ｃ）の側板部（２Ｓ，３Ｓ）
適所に壁パネル仮止め用のネジ孔（Ｈ１）を配設した請
求項１乃至７のいずれか１項の建築用仮止め機器。8. The upper horizontal framework (2) includes a flat plate portion (2 f ).
It is made of chevron steel with side plate (2 s ), and each corner (C) is formed on the flat plate (2 f ) of each upper horizontal frame (2 A , 2 B , 2 C ).
1, C 2, at C3) with securing the tubular pole receiving (18) forming the insertion hole (H 5) of the pole, flat plate portions (2 f) upper working floor (20 in place) stop Wearing screw holes (H
2 ) is provided, and the side plate portions (2 S , 3 S ) of the upper horizontal frames (2 A , 2 B , 2 C ) and the lower horizontal frames (3 A , 3 B , 3 C ) are arranged.
The building temporary fixing device according to any one of claims 1 to 7, wherein a screw hole (H 1 ) for temporary fixing of a wall panel is provided at an appropriate position.
垂直水準器（Ｍ２）を付設した請求項１乃至８のいずれ
か１項の建築用仮止め機器。9. The temporary fixing device for construction according to claim 1, wherein a horizontal level (M 1 ) and a vertical level (M 2 ) are attached to the machine frame (F).
Ｃ３）の補強板（６）にジャッキ（９）を配置すると共
に、補強板（６）の内側に平板を張設固定したキャスタ
ー受（７）にキャスター（８）を配置した、請求項６乃
至９のいずれか１項の建築用仮止め機器。10. The corners (C 1 , C 2 ,
With C 3) placing the jack (9) to the reinforcing plate (6) of were placed casters (8) to the caster receiving (7) stretched over fixed a plate on the inside of the reinforcing plate (6), according to claim 6 No
A temporary fixing device for construction according to any one of items 9 to 9 .
ル仮止め手段（Ｈ１）を備えた定規（６０）を、角隅
（Ｃ１，Ｃ２）を中心に回動可能に付設した請求項１乃
至１０のいずれか１項の建築用仮止め機器。11. An upper horizontal framework (2) is provided with a ruler (60) provided with wall panel temporary fixing means (H 1 ) at a side edge thereof, which is rotatable around corners (C 1 , C 2 ). The temporary fixing device for construction according to any one of claims 1 to 10, which is attached to the.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000349034A JP3492997B2 (en) | 2000-11-16 | 2000-11-16 | Construction temporary fixing equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000349034A JP3492997B2 (en) | 2000-11-16 | 2000-11-16 | Construction temporary fixing equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2002147020A JP2002147020A (en) | 2002-05-22 |
| JP3492997B2 true JP3492997B2 (en) | 2004-02-03 |
Family
ID=18822509
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000349034A Expired - Fee Related JP3492997B2 (en) | 2000-11-16 | 2000-11-16 | Construction temporary fixing equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3492997B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565928B (en) * | 2019-07-26 | 2021-08-31 | 江苏兴厦建设工程集团有限公司 | Fast-assembling, quick detach formula scaffold frame for construction of building outer wall |
| CN114922445A (en) * | 2022-06-29 | 2022-08-19 | 北京华泰源建筑装饰工程有限公司 | Protection type dress board that uses in construction |
-
2000
- 2000-11-16 JP JP2000349034A patent/JP3492997B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP2002147020A (en) | 2002-05-22 |
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