JP2002147020A - Architectural temporary fastening apparatus - Google Patents
Architectural temporary fastening apparatusInfo
- Publication number
- JP2002147020A JP2002147020A JP2000349034A JP2000349034A JP2002147020A JP 2002147020 A JP2002147020 A JP 2002147020A JP 2000349034 A JP2000349034 A JP 2000349034A JP 2000349034 A JP2000349034 A JP 2000349034A JP 2002147020 A JP2002147020 A JP 2002147020A
- Authority
- JP
- Japan
- Prior art keywords
- frame
- temporary fixing
- work
- floor
- machine frame
- 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.)
- Granted
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Movable Scaffolding (AREA)
Abstract
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 mounting a wall panel, a concrete panel, and the like in the construction field, and more particularly, to mounting a wall panel by a wall type construction method. At the time, while temporarily fixing and holding the wall panel in a predetermined upright form, the present invention relates to a machine frame that provides a work scaffold for connecting wall panels, and in the construction field, particularly in the low-rise steel frame construction field. 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
（Ａ）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 Conventional temporary fixing of a panel in a wall panel construction involves (a) mounting an eye bolt on an upper frame of a wall body, standing the wall body at a predetermined position, and installing the anchor sideways. A method of stretching a tiger wire between a stake and an eyebolt, (b)
Means for supporting the standing wall panel with a stick fixed to the anchor, (c) means for temporarily holding down with human power, or (d) FIG.
A wall panel was temporarily fixed with a scaffold and a temporary fixing material using a framed scaffold as shown in (A), and the method was carried out by means of using a cross stick as needed.
【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８
（Ｂ）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。[0003] Also, as a work scaffold at the time of construction,
(E) Scaffolding means suitable for working in low places, placing a stepladder at a predetermined position and passing a scaffold plate between the stepladders; (f) FIG.
When a ladder-type construction as shown in (B) is shown, a cross-shaped brace and a horizontal cross-brace form a machine frame having a square shape in plan view, and can be moved and fixed with casters (rings) and jacks. Mobile scaffolds and the like, which are mainly suitable for work at high places, are provided with a floor-mounted cloth frame as a work scaffold and handrails for preventing falling.
【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 cross stick, it is necessary and troublesome to perform the fixing and pulling out operations of the anchor, and the vertical and horizontal positioning of the wall panel also requires a level. Must be implemented individually using
Temporary fixing work requires careful attention, and workability is poor. Also,
Temporary fixing by human power does not involve labor costs, and the workability is not good.
In addition, when using a framed scaffold, the wall panel to be temporarily fixed and the torii frame (constructed) of the framed scaffold do not have a sign (surface contact), and accordingly, flexible temporary fixing for securing the wall panel in a predetermined form. The use of a timber and a brace is necessary, and the temporary fixing work is cumbersome and requires careful attention, and the workability is poor. In addition, since the tread (cloth frame) moves, it is difficult to temporarily 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。When a wall panel is built on a scaffold formed by a stepladder or a movable scaffold, it is necessary to temporarily fix the wall panel in advance, and in these scaffolds, the wall panel is immovably temporarily fixed at a predetermined position. Is absolutely impossible. That is, in the conventional wooden framed wall construction method (two-by-four etc) or the wall panel construction method in a light-weight steel frame building constructed with wall panels, careful attention is required, and the temporary fixing work which is a complicated operation is required. The work efficiency was poor because the work was performed using equipment and equipment separately from the work using the scaffold after temporary fixing. An object of the present invention is to provide a new temporary fixing device, to enable a temporary fixing operation and a scaffolding operation to be performed rationally, and to achieve an efficient 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 operation for solving the problems] For example, as shown in FIG. 1, the vertical frame 1 A, 1 B, 1 horizontal framework 2 C and a plurality of stages,
3, 4 constitute a machine frame F having a right-angled triangular shape in plan view, a detachable upper work floor 20 in the upper horizontal frame set 2, and a detachable lower work floor adjustable vertically in the middle of the machine frame. Work floor 3
0, a moving caster 8 and a fixing jack 9 are arranged at the lower end of the machine frame, and upper horizontal frames 2 A , 2 B , 2
C and lower horizontal frame 3 A, 3 B, the 3 C exterior surface of the disposed wall panels temporary fixing means H 1 (claim 1). Since the wall panel temporary fixing means only needs 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 used. The arrangement of the temporary fixing means, if annexed to both lateral frame 2 A and 2 B, and 3 A and 3 B of the right, since the temporary fixing of the external corner portion of the right angle of the wall panel is made possible, at least It is necessary to directly attach to the side plates 2 S , 3 S of the horizontal frames 2 A , 2 B and 3 A , 3 B or to attach a temporary fixing member provided with a temporary fixing means to the side plates 2 S , 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。Accordingly, if the temporary fixing device is moved to a predetermined position by a caster action, and the machine frame F is fixed by jacks while measuring the horizontal and vertical positions in alignment, the upper and lower horizontal frame sets define the vertical reference. since the corner C 1 of a right triangle is to define a 90 ° corner of the wall panel construction with a wall panel corners the upper horizontal frame 2 a, 2 B, in the lower horizontal frame 3 a, 3 B If the wall panel is temporarily fixed, the wall panel can be secured in a vertical state in the form of a 90 ° corner, and after temporarily fixing the wall panel, work such as attaching a fire-hitting material or attaching a horizontal joint for connecting each wall panel is performed on the work floor 20.
The lower work floor 30 can be lowered or raised, or the upper work floor 20 can be lowered depending on the work position.
The worker can work in a reasonable posture by removing the cradle. Needless to say, the work of linearly connecting the wall panels can be easily carried out by using a plurality of temporary fixing devices and, in some cases, by passing a scaffold plate between the respective temporary fixing devices. That is, since the temporary fixing device has a function of temporarily fixing the wall panel and a function of a scaffold for various mounting operations to each panel in the temporarily fixed state, the temporary fixing device streamlines construction by the wall-type 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 provided 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 are provided between the poles 13 to prevent a worker from falling. 15 and ladder 1 from lower horizontal frame 3 C to upper horizontal frame 2 C
7 is preferably detachably suspended. In this case, the worker can work with peace of mind, and improvement in work efficiency can be expected in conjunction with the adjustment of the position of the work floor. By attaching and detaching the pole, it is easy to attach and detach the pivots to the corners C 1 , C 2 , and C 3 of the plate-shaped ruler and the like for adjusting the angle of the temporary fixing device, and it is possible to make the device compact during transportation. Moreover, the ladder facilitates the vertical movement of the worker, and also provides a work function of a scaffold plate to be mounted between the temporary fixing devices together with the lower work floor, thereby improving 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。The upper working floor 20 has a scaffolding plate 25 stretched on peripheral frames 21 and 22 made of flat plates.
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 and detached without affecting the side edges of the horizontal frames 2 A , 2 B , and 2 C serving as the reference surfaces of the wall panel temporary fixing.
The contact between the flat plate of the peripheral frame and the upper surface of the horizontal frame can be easily performed by attaching and detaching a screw bolt from above or by attaching and detaching a pin protruding from the lower surface of the peripheral frame to a hole in the upper surface of the horizontal frame. In addition, it is possible to easily carry out expansion by welding on a flat plate frame such as expanded metal or strip steel as a scaffold.
【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。The upper working floor 20 has peripheral frames 21 and 22.
And a work floor panel 20 'provided with a central frame 23 (claim 4). In this case, the strength of the work floor frame and the strength of the scaffold plate 25 are improved because of the presence of the central frame as compared with the single floor, and the use of relatively lightweight materials such as expanded metal and steel strip as the scaffold plate material is also possible. It becomes possible. In addition, since it is a two-split 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。The lower working floor 30 is formed by framed peripheral frames 31, 32 of angle steel plates (angle materials) such that the side plates 31 S , 32 S project downward from the outside.
The scaffold 25 is stretched between f and 32 f , and the vertical frames 1 A , 1 B , 1 C
It is preferable that a plurality of receiving brackets 16 for supporting the fitting from above are provided on the inner surface, and the side plates 31 S and 32 S of the lower working floor 30 are detachably locked to the receiving bracket 16 (claim). Item 5). In this case, the lower work floor 3
A value of 0 satisfies the required strength as a single panel,
The vertical position of the work floor 30 can also be adjusted by dropping and inserting the side plate portions 31 S and 32 S into the receiving bracket 16 and pulling up and withdrawing. The corresponding attachment / detachment adjustment work is also facilitated.
【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 frame 2 and the lower horizontal frame 3 are
The horizontal frames 2 A , 2 B , 2 C , 3 A , 3 B , 3 C made of angle iron are combined with the vertical frames 1 so that the side plates 2 S , 3 S define the outer surface of the machine frame F.
A, 1 B, 1 C and fixed, the corner C 1, C 2, C in 3 reinforcing plates 5 and 6 preferably integrally fixed to the flat plate portion 2 f, 3 f of each lateral frame (according Item 6). In this case, the upper and lower horizontal frames 2,
3 becomes structurally strong, and each vertical frame is also abutted and welded to the inner surface of the side plate portions 2 S , 3 S of the horizontal frame, so that the rigid frame F
It is can be easily manufactured, reinforcing plates 5 and 6 of the corner C 1, C 2, C 3
And a strong machine frame F can be obtained while using less steel material. Moreover, as a temporary fixing device, the machine frame can be formed on the outer surface of each of the horizontal frame side plates 2 S and 3 S that defines the horizontal and vertical standards of the wall panel without any trouble.
The horizontal frame side plates 2 S and 3 S can be directly used as temporary fixing surfaces.
【００１３】また、中間横枠組４は、各縦枠１A，１B，
１C間に縦枠の外側から肉厚が横枠側板部２S，３Sの肉
厚より薄い連結板（４A，４B，４C）を張設一体化して
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。The middle horizontal frame set 4 includes vertical frames 1 A , 1 B ,
Thickness from the outside of the vertical frame is horizontal frame side plate portion 2 S, 3 thin connecting plate than the thickness of the S (4 A, 4 B, 4 C) preferably formed by stretched integrated between 1 C ( Claim 7). In this case, since the intermediate portion of the vertical frame 1 A, 1 B, 1 C includes a horizontal framework, machine frame F
The structural strength (buckling strength, bending strength) of
It is possible to manufacture a machine frame having a necessary strength with a relatively thin steel material. Moreover, the thickness of the connecting plate is equal to the horizontal frame side plate 2 S ,
3 S , it is smaller than 3 S. Therefore, even if a simple manufacturing method of welding and fixing the connecting plate after welding and integration of the upper and lower horizontal frame sets 2 and 3 and the vertical frame is adopted, the horizontal and vertical reference of the temporarily fixed wall panel can be maintained. It does not affect the outer surfaces of the specified lateral frame side plates 2 S , 3 S , thereby facilitating the production of a temporary fixing device having a desired function and strength.
【００１４】また、上部各横枠２A，２B，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１
８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２
S，３Sとのネジ止着手段により容易となる。Further, insertion of the poles and the upper respective lateral frame 2 A, 2 B, 2 C plate portion 2 each corner to f C 1 of, C 2, C 3 with cylindrical pole received 18 fixed to form a hole H 5, disposed screw holes of H 2 upper working floor 20 stop wearing the flat plate portion 2 f place, top each lateral frame 2 a, 2 B, 2 C and lower the lateral frame 3 a ,
3 B, 3 C of the side plate portion 2 S, 3 S preferably disposed a screw hole H 1 of the wall panel temporarily fixed in place (claim 8). In this case, the attachment and detachment of the pole 13 is performed by
It can be erected just by dropping it inside.
8 makes it easy to attach and detach safely and securely, and a separate auxiliary temporary fixing member provided with temporary fixing means is provided for the installation of an outside corner other than the horizontal frame corner. Even when it is attached rotatably around the corners C 1 and C 2 , it can be easily attached using the pole insertion hole H 5 . And
Facilitated by the screw fastening means detachable upper working floor 20 also through a screw hole H 2, the temporary fixing of the wall panels lateral frame side plate portion 2
This is facilitated by means of screwing S and 3S.
【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。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, complicated operation for positioning the temporary fixing device each time with a separate measuring instrument can be rationalized, and the level can be easily set by operating the jack 9 while looking at the level, thereby improving 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, jacks 9 are arranged on the reinforcing plates 6 at the corners C 1 , C 2 , C 3 of the lower horizontal frame 3, and casters 8 are mounted on caster receivers 7 in which flat plates are stretched and fixed inside the reinforcing plates 6.
Is preferably arranged (claim 10). in this case,
Since the jack 9 can be arranged close to the corner of the machine frame, the stabilization fixing and leveling operation under the machine frame can be performed rationally, and the caster 8 protrudes to the outside of the machine frame F to temporarily fix the wall panel. It does not hinder the movement of workers. In addition, the caster receiver 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, the upper horizontal framework 2, a ruler 60 with a wall panel temporary fixing means H 1 to the side edges, preferably attached rotatably around a corner C 1, C 2 (wherein Item 11).
In this case, for example, as shown in FIG. 7, through the insertion hole H 5 pawl pivotally mounted pole 13 as axis the ruler 60 of the plate member at right angles corner C 1, external corner is 90 ° Even in the case of + α °, if the side edge provided with the temporary fixing means H 1 is protruded α ° from the horizontal frame 2 A and the ruler 60 is clamped to the horizontal frame 2 C , a 90 ° + α ° protruding corner of the wall panel can be obtained. Can be built, C 2 corner
If the ruler 60 is rotatably mounted on the corner, it is possible to cope with the construction of the corner of 45 ° + β °. Therefore, if the ruler 60 is prepared as a corner angle adjusting tool in the temporary fixing device, it is possible to cope with the construction of a building having an irregular 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。As shown PREFERRED EMBODIMENTS [machine frame (2)] in FIG. 2, the horizontal framework 2 and 3 have the same right-angled isosceles triangle, the horizontal frame 2 A, 2 B, 2 C and 3 A, 3 B, 3 C wall thickness 6 mm,
The flat plate portions 2 f , 3 f and the side plate portions 2 S , 3 S are commercially available equilateral angle irons having a width W 1 of 65 mm, a side length L 1 of 1200 mm, and a length L 2 of 1,699 mm. It is formed by welding and fixing.
Then, a reinforcing plate 5 of the triangular wall thickness 4.5mm and integrally welded to the lower surface plate portion 2 f in each corner portion of the upper horizontal framework 2, each corner portion of the lower horizontal framework 3 thick 9mm 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。[0019] The vertical frame 1 A, which may be the same and horizontal frame of the width W 1 is 65mm,
It is an equilateral angle iron with a thickness of 6 mm, and the vertical frames 1 B and 1 C have a thickness of 6 mm.
mm, are those width W 1 is formed in the angle 45 ° in 65 mm, these vertical frames 1 A, 1 B, 1 C and vertical transverse framework height L 3 in the corner in contact with the 2,3 1500mm Wherein the corners C 1 and C 4 have a right angle, the corners C 2 , C 3 , C 5 and 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. Further, a jack 9 is fixed to the reinforcing plates 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 round screw 92 having a base plate 91 having a fixing nail hole H 3 (FIG. 2) at the lower end is fixed to the long nut 9.
4 and projected above the reinforcing plate 6,
The vertical movement of the machine frame F is made possible by the rotating operation of the rotating rod 93 provided 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。A caster receiver 7 made of flat steel having a thickness of 9 mm and a width W 3 of 100 mm is welded and stretched between the flat portions 3 f on both sides inside each reinforcing plate 6 of the lower horizontal frame 3. A conventional caster 8 is attached. Corner C of upper horizontal frame 2
1 , C 2 , and C 3 have cylindrical pole receivers 18 as shown in FIG.
Hole for inserting the base end of the pole 13
Form 5 In addition, a small hole (not shown) is provided at the bottom of the pole receiver 18 to prevent puddles. And Paul receiving 1
8 annexed screws 18 S on the side surface in, and a shaft that fitted to the pole受内(Paul proximal) screwed fixable.
【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 portions 2 f of the upper horizontal frames 2 A , 2 B , 2 C are also provided.
The position, disposed screw holes of H 2 upper working floor screwing, the upper horizontal frame 2 A, 2 B, 2 C and lower horizontal frame 3 A, 3 B, 3 each side plate portion 2 S of C, 3 Screw holes H 1 for fastening wall panels at equal intervals in S
Are drilled in large numbers. Further, the vertical frame 1 A, 1 B, 1 C inner surface, inserted vertically from the plate for the lower working floor locking pulled out possible receiving metal fitting 16 a plurality of stages (three stages) disposed vertical frame 1 A, 1 B,
Width W 2 at a thickness of 6mm in an intermediate portion outer periphery of 1 C is fixed by welding the connecting plate 4 A, 4 B, 4 C of 65 mm, reinforcing the vertical frame bending and buckling strength. 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)]
As shown in (B), two symmetrical panels 20 ', 2'
If 0 'is abutted, it matches the upper horizontal frame 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
And 1, 22, thickness 6 mm, the width W 5 is abutting welding integrate the central frame 23 made of 65mm equilateral angle steel, the central frame 2
3 at both ends of the side plate portion 23 S of, as FIG. 3 (C), the order to prevent a cutout C A for preventing interference between the reinforcing plate 5, the interference between the flat portion 2 f of the lateral frame 2 C previously formed a cutout C B of. Of course, the end portion of the peripheral frame and central frame, previously notched C X also forms to prevent interference with the insertion hole H 5 in the upper corner C 1 of the horizontal framework 2, C 2, C 3. 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 frame 2
Screw holes H 2, which is consistent with the upper horizontal frame 2 A, 2 B, 2 screw holes of H 2 on C is on 1, 22 also keep bored.
【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。[0023] [lower working floor (Fig. 4)] vertical frames 1 A, 1 B, full external dimensions fit within 1 C of the machine frame F by a transverse framework 2 the same shape, identical to the horizontal framework 2,3 Of the equilateral angle iron (thickness 6 mm, side width 6.5 mm) are welded by abutment to the peripheral frames 31 and 32.
32 and welded by passing a central frame 33 of the same material from a right angle corner C 1 to the center of the peripheral frame 32, the reinforcing plate 50 in the corner of the wall thickness 4.5mm
Are stretched and welded to the lower surfaces of the flat portions 31 f , 32 f of the peripheral frames 31, 32. Of course, the side plate portion 33 S at a right angle corner C 1 part of the central frame 33
Previously formed a cutout C C for preventing interference between the reinforcing plate 50. As the scaffold plate 25, the same expanded metal made of steel as the scaffold 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.
f Weld on and fix.
【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 same screw hole H 1 of the panel fastening worn 6mm thick with multiple arranged the side plates 60 S, a steel plate having a shape of approximate plan view upper horizontal framework 2, pole in the corner C 1 position 13 and is used by being additionally attached to the temporary fixing device when the protruding corner of the building is 90 ° + α ° as shown in FIG. 7B. Therefore, for the construction of a building with a corner angle of 45 ° to 90 °,
As shown in FIG. 7 (C), put prepared rotatably mounted to the ruler with respect to the upper horizontal framework 2 at corner C 2 position.
【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 set 2 of machine frame F
The two upper working floor panel 20 'above, sequential lateral frame 2 A,
2 B, 2 work screw holes of H 2 on the C floor panels 20 'circumferential frame 2
Screws to fix and align the screw holes of H 2 1, 22, vertical frame 1 a flat plate portion 31 f, 32 f of the peripheral frame 31 of the lower working floor 30
A, 1 B, crowded dropped from above assembling the working floor 20 and 30 of the upper and lower stages in the 1 C inside the receiving metal fitting 16.
【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 mounted on the upper working floor 20 from the upper corners C 1 , C 2 , C 3 of the upper horizontal frame as shown in FIG. standing on the pole receiving 18, fixed by 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 and a screw cap 13
It has a structure that prevents it from slipping out with T. Then, after loading in a folded state, erected and fixed fitted to the pole received 18 by expanding the pawls 13 on the work floor 20, the pawl 13 between the pole 13 of the corner C 2 and C 3 The handrail chain 15 is locked via an 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, and the temporary fixing device is moved to the mounting position of the wall panel at the outside corner of the building by the casters 8, and the stopper of the casters 8 is hooked and temporarily fixed. Then, the rotation rod 93 of the jack while viewing the horizontal spirit level M 1 and vertical spirit level M 2 by rotational operation external corner of tacking equipment horizontal (vertical)
To Then, the wood or metal ruler was prepared next frame 2 A and 3 A of the machine frame F contact was the marking in advance the concrete floor by hitting the threaded rod 92 the lower part of the jack in a mallet or the like wall Match with the ground ink at the position of the panel. Next, confirm the horizontal position of the temporary fixing device again and check the base plate 9 of the jack.
1 of the nail hole H 3 for fixing to fix the temporary fixing device is implanted concrete nails. Incidentally, the temporary fixing device through a screw hole H 1 of the horizontal frame 2 C, 3 C when wind pressure is greater with respect to the wall panels 2
Base connection prevents wall panels from tipping 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 lifted by a crane, and is set on a wall panel mounting surface (an upper end of a square washer fastened to an anchor bolt on a concrete floor) which has been secured in advance, and a lower portion of the wall panel is fixed at a predetermined position with a nut. (Not shown). Next, the wall panel is brought into contact with the side plates 2 S , 3 S of the horizontal frames 2 A , 3 A of the temporary fixing device, and it is confirmed that the vertical frame 1 of the temporary fixing device is aligned with the vertical surface of the wall panel (the younger). and adjusting the height of the concrete floor of the square washer if inconsistent) and horizontal frame 2 a, 3 temporary wall panel through the panel fastening worn screw hole H 1 of a to temporarily fixed equipment several screws After fixing, tighten the nut and fix it with the 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。Next, the orthogonal wall panels are formed in the same manner as described above.
Machine frame lateral frame 2 B, 3 and secured to the B, denominated inclusive orthogonal two wall panels is completed. The intermediate wall panels may be erected and connected to each other in units of one or a plurality of units connected in advance on the floor surface. Of course, the temporary fixing device can also be used for the connection work between the wall panels in the intermediate portion. If the wall panel installation surface is long,
A temporary fixing device is placed every time, and a countermeasure is taken while adjusting the position by stretching the water thread. When the wall panel is on one side of the building or at the stage where the length of the wall panel has been set up properly, a conventional scaffolding board prepared with the aid of a stepladder etc. is inserted between the temporary fixing devices to fix the corners of the wall panel. The members are attached from the work floors 20 and 30 of the temporary fixing device, and the wall panels are connected to each other. For example, the attachment of cross members such as small beam receivers should
Perform from 0, 30 and handing scaffold 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 of installing the wall panel at the temporary fixing device installation position is completed, the temporary fixing device is moved and used at the next place to complete the installation of the wall panel on the first floor and the floor on the second floor is removed. Once formed, move the temporary fixing device to the second floor with a crane,
When the floor is a concrete floor, a wooden floor, an ALC floor, or the like, the temporary fixing device is used and operated as in the case of the first floor. If the floor on the second floor is still laid with deck plates, road plates such as structural plywood and scaffolds may be used on the deck plates. When the construction work such as the steel frame work is completed, the temporary fixing device removes the upper work floor 20 as necessary, and the pole 13 and the handrail rod 14 and the ladder 1
7 can be removed or the lower working floor 30 can be rearranged at an appropriate position, so that it can be effectively used as an interior moving scaffold.
【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 protruding corner of the building is usually 90 °, but if the protruding corner is 90 ° or more, or if it becomes necessary to install a wall panel in the range of 45 ° to 90 °, it is shown in FIG. a plate-shaped ruler 60 horizontal framework mounted rotatably around a corner C 1 or C 2 on the upper surface of 2, by rotating the ruler 60 requires angle corners in the instrument, shown in FIG. 7 (a) As described above, θ 1 (90 °) + α ° is formed by the side plate portion 2 S of the horizontal frame 2 A (FIG. 2) and the side plate portion 60 S of the ruler, and the ruler 60 and the horizontal frame 2 C are fixed by the clamping means 6 ′. I do. If we installed the corner C 1 of tacking equipment, corners such as wall panel corner C 1
Can be carried out in the same manner as in the normal case of 90 °.
Wakashi, if 45 ° to 90 ° range external corner inclusive Jian is required, as shown in FIG. 7 (C) using another prepared ruler, theta 2
(45 °) + β ° to set the corner C 2 of temporary fixing devices, for θ 1 + α ° shown in FIG. 7 (B) as well as possible Kenkomi.
【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。[0032] [Other] wall panels tacking means disposed on the outer surface of the horizontal framework 2 and 3, since it is possible temporarily firmly hold the wall panel is not limited to the screw hole H 1 means Example, Depending on the structure of the wall panel, a removable fixing means such as a conventional clamping means or a hook means can be adopted as the holding means, and the wall panel temporary fixing means is provided on the side plate portion of the upper and lower horizontal frames. In the case where the provided plate member is attached so as to be able to protrude by a conventional screw rod means, even if the surface of the temporarily fixed target wall panel is not flush, the temporary fixing plate member can be temporarily fixed by adjusting the projecting and retracting. Therefore, if these different plate materials for fixing the wall panel provided with the wall panel temporary fixing means are prepared, and are appropriately attached to and detached from the horizontal frames 2 and 3 according to the used wall panel,
The versatility of temporary fixing equipment is increased, and wall panel construction work can be streamlined.
【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。Also, the ruler as the angle adjusting means at the corner of the corner of the building can achieve the intended purpose if the temporary fixing means is rotatable and freely fixable. Therefore, the ruler is limited to the triangular steel plate in the embodiment. A conventional screw means as a fixing means which can be detachably attached to a flat plate, an angle steel plate, or a square tube, which is fixed to be rotated and retracted by a conventional screw rod means around the corner C 1 or C 2 ,
It is also possible to adopt a crosspiece (arm) shape in which temporary fixing means such as a clamp, a clip means, and a 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。Further, if the pole 13 is also formed of a screw connecting means pipe and the base end thereof can be screwed on and removed from the upper horizontal frame set 2, the handrail rod can be easily attached and detached, the compactness can be achieved, and the transport assembly is advantageous. It is. Also, the scaffold plate 25 on the work floor
By using a steel cage, expanded metal, punching metal, striped steel plate, etc., it is possible to prevent accumulation of rainwater and slipping of feet, and work becomes easier. Also, if the jack 9 is attached to an outrigger projecting from the lower horizontal frame, it is possible to increase the supporting 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。According to the present invention, if the temporary fixing device of the present invention is used to mount a wall panel or the like, the vertical accuracy can be ensured only by suspending the wall panel to the temporary fixing device which is measured and installed vertically and temporarily abutting. Therefore, the work of installing the wall panel can be easily and accurately performed. Moreover, it is possible to use the temporary fixing device to attach the fire-hitting material to the temporarily fixed wall panel and to connect the wall panels to each other, and to 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, the 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。The upper working floor and the lower working floor of the temporary fixing device are detachable, and the lower working floor is adjustable in height in a plurality of stages. Depending on the various operations from the completion of the installation to the interior panel work on the completed wall panel, the work can be performed efficiently in an optimal work environment by properly using temporary fixing devices to facilitate the work. In other words, by using the temporary fixing device of the present invention, conventional meticulous attention was required, and the temporary fixing work, which was a complicated operation, and the separate scaffolding operation after the temporary fixing, using separate equipment and devices. Complicated work can be performed rationally and efficiently as 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 frame and the lower horizontal frame provided with the wall panel temporary fixing means have a right-angled triangular shape in plan view,
At the right angle corner of the building, it is also possible to mount the wall panels at right angles,
When connecting the wall panels to each other to form a wall surface, the work can be rationally performed using a plurality of temporary fixing devices as necessary. Moreover, since the temporary fixing device has a right-angled triangular shape in a plan view, it does not take up space, so that it does not hinder 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。3A and 3B are views of an upper work floor 20, wherein FIG. 3A is a perspective view of a work floor panel 20 ′, and FIG.
0 'is a perspective view of a state of being placed on the upper horizontal frame set, (C) is a cross-sectional explanatory view taken along the line CC of (B), and (D) is a DD of (B).
FIG.
【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。FIGS. 4A and 4B are views of a lower working floor 30, wherein FIG. 4A is an overall perspective view, and FIG. 4B is an explanatory sectional view taken along line BB of FIG.
【図５】ジャッキ９の側面説明図である。FIG. 5 is an explanatory 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。FIGS. 6A and 6B are views of a pole 13; FIG. 6A is an explanatory view of a base end mounting portion, and FIG. 6B is an explanatory view of a mounting state of a 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。FIGS. 7A and 7B are views of a ruler 60, wherein FIG. 7A is a perspective view in a state of adjusting an outside corner angle, FIG. 7B is an operation explanatory view when the outside corner angle is 90 ° + α °, and FIG. It is operation | movement explanatory drawing of 45 degree + (beta).
【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 view of a conventional mobile scaffold.
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，
３１，３２・・・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1 A , 1 B , 1 C ... vertical frame, 2, 3, 4 ... horizontal frame set, 2 A ,
2 B, 2 C ··· upper horizontal frame, 3 A, 3 B, 3 C ··· lower lateral frame,
2 f , 3 f , 23 f , 31 f , 32 f , 33 f ...
2 S, 3 S, 23 S , 31 S, 32 S, 33 S ··· side plate portion,
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 bracket, 17 ...・ Ladders, 18
... Pole holder, 20,30 ... Work floor, 21,22
31, 32 ... peripheral frame 23, 33 ... central frame, 25 ... scaffolding board (expanded metal), 60 ... ruler, 60 S ... side plate part, 61 ...
Clamp, 91: Base plate, 92: Round screw bar, 93: Rotating bar, 94: Long nut
Claims (11)
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，３ B，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, 1B, 1C) And multiple horizontal frames
Set (2, 3, 4) and machine frame (F) in a right-angled triangular form
The upper horizontal frame (2) has a detachable upper work
The floor (20) is removable in the middle part of the machine frame, and the vertical position
Equipped with an adjustable lower working floor (30) and at the bottom of the machine frame
Distribute casters (8) and fixing jacks (9)
And the upper horizontal frame (2A, 2B, 2C) And the lower side
Frame (3A, 3 B, 3C) Temporary wall panel fixing means on the outer surface
(H1) Temporary installation equipment for construction.
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）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 machine frame upper end of the corner (C 1, C 2, C 3) in the erected detachably pole (13), each pole (13)
A handrail rod (14) and / or a handrail chain (15) for preventing workers from falling down are arranged, and a ladder (17) is detachable from the lower horizontal frame ( 3C ) to the upper horizontal frame ( 2C ). The temporary installation equipment for construction according to claim 1, which is suspended from the building.
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 scaffold plate (25) stretched on a peripheral frame (21, 22) made of a flat plate, and the peripheral frame (21, 22) is connected to the upper horizontal frame (2 A , 2 A) . 2 B, 2 C) upper surface detachably secured claims 1 or 2 of tacking equipment architecture.
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 working floor (20) has a peripheral frame (21, 2).
2) and a work floor panel (20) with a central frame (23)
The temporary fixing device for construction according to any one of claims 1 to 3, wherein the temporary fixing device comprises two pieces.
（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（３１f，
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
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 working floor (30) is formed by forming a peripheral frame (31, 32) of angle steel plates so that the side plate portions (31 S , 32 S ) project downward from the outside and a flat plate portion on the upper surface. (31 f ,
32 f ), a scaffold (25) is stretched between the vertical frames ( 1A ,
1 B, 1 C) side plate portion of the receiving metal fitting (16) to a plurality of stages arranged lower working floor (30) for supporting the fitting from above on the inner surface (31 S, 32 S) of the receiving metal fitting ( The temporary installation equipment for construction according to any one of claims 1 to 4, wherein the temporary installation equipment is detachably engaged with the construction (16).
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（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. An upper horizontal frame (2) and a lower horizontal frame (3).
Are horizontal frames ( 2A , 2B , 2C , 3A , 3B ,
3 C) each side plate portion (2 S, 3 S) is fixed to the vertical frame (1 A, 1 B, 1 C) so as to define the outer surface of the machine frame (F), each corner (C 1, C 2, C 3) in the reinforcing plate (5, 6) a plate portion (2 f, 3 f) an integrated fixed any one tacking equipment for construction of claims 1 to 5 for each lateral frame.
１B，１C）間に縦枠の外側から肉厚が横枠側板部
（２S，３S）の肉厚より薄い連結板（４A，４B，４C）
を張設一体化して形成した請求項１乃至６のいずれか１
項の建築用仮止め機器。7. The intermediate horizontal frame (4) includes a vertical frame (1 A ,
1 B, 1 C) wall thickness from the outside of the vertical frame is horizontal frame side plate portion between (2 S, 3 S) thin connecting plate than the thickness of the (4 A, 4 B, 4 C)
7. An electronic device according to claim 1, wherein said member is formed by stretching and integrating.
Section temporary fixing equipment for construction.
（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，２
B，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. top each lateral frame (2 A, 2 B, 2 C) the flat portion of the (2 f) in each corner (C 1, C 2, C 3) cylindrical pole received in (18) the fixed insertion hole for pole (H 5) together to form a flat plate portion (2 f) place in the upper working floor (20)
Screw holes (H 2 ) for fastening are provided, and each horizontal frame (2 A , 2
B , 2 C ) and screw holes (H 1 ) for temporary fixing of wall panels in the side plates (2 S , 3 S ) of the lower horizontal frames (3 A , 3 B , 3 C ).
The temporary fixing device for building according to any one of claims 1 to 7, wherein a temporary fixing device is provided.
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 building according to claim 1, wherein a horizontal level (M 1 ) and a vertical level (M 2 ) are attached to the machine frame (F).
3）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）を配置した建築用仮止め
機器。10. The corners (C 1 , C 2 , C 2 ) of the lower horizontal frame (3).
3 ) A temporary fixing device for construction in which a jack (9) is arranged on the reinforcing plate (6) and a caster (8) is arranged on a caster receiver (7) in which a flat plate is stretched and fixed inside the reinforcing plate (6). .
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. A ruler (60) provided with a wall panel temporary fixing means (H 1 ) on a side edge of the upper horizontal frame set (2) is rotatable around corners (C 1 , C 2 ). The temporary installation equipment for construction according to any one of claims 1 to 10, which is attached to the apparatus.
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 true JP2002147020A (en) | 2002-05-22 |
| JP3492997B2 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) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565928A (en) * | 2019-07-26 | 2019-12-13 | 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
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565928A (en) * | 2019-07-26 | 2019-12-13 | 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 |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3492997B2 (en) | 2004-02-03 |
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