JPH0544339A - Outside scaffold device for building - Google Patents

Outside scaffold device for building

Info

Publication number
JPH0544339A
JPH0544339A JP22358591A JP22358591A JPH0544339A JP H0544339 A JPH0544339 A JP H0544339A JP 22358591 A JP22358591 A JP 22358591A JP 22358591 A JP22358591 A JP 22358591A JP H0544339 A JPH0544339 A JP H0544339A
Authority
JP
Japan
Prior art keywords
building
frame
vertical frame
horizontal frame
horizontal
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
Application number
JP22358591A
Other languages
Japanese (ja)
Other versions
JP2757612B2 (en
Inventor
Yoshiyuki Sakurai
栄之 桜井
Shigekazu Fukui
茂和 福井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Obayashi Corp
Original Assignee
Obayashi Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Obayashi Corp filed Critical Obayashi Corp
Priority to JP3223585A priority Critical patent/JP2757612B2/en
Publication of JPH0544339A publication Critical patent/JPH0544339A/en
Application granted granted Critical
Publication of JP2757612B2 publication Critical patent/JP2757612B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Movable Scaffolding (AREA)

Abstract

PURPOSE:To smoothly progress execution by simply constructing an elevatable outside scaffold device to prevent it from obstructing going and coming through the opening of a building and to remarkably facilitate the scaffold elevating work. CONSTITUTION:Plural number of lateral frames 14 are protrusively provided in a cantilever-shape from a vertical frame 12. The length L of the vertical frame 12 is established so as to correspond with the height H of plural floors. The lateral frame 14 is fixed to the vertical frame 12 at its basic end 14a with a space (h) taken as much as one floor height of a building 18. A bracket 24 hangingly supported on a crane hook 26 is unitedly fixed to the upper end of the vertical frame 12. The free end of the lateral frame 14 is detachably fixed to an anchorbolt 28 plantedly provided on the floor face 20 of the building 18 through an angle piece 22.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、多層階を有する建築物
の外壁工事を行う際に用いる外部足場装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an external scaffolding device for use in constructing an outer wall of a building having multiple floors.

【0002】[0002]

【従来の技術】従来、建築物等の外壁工事を行うに、建
築物外側に足場を組み立て、この足場上で作業を行って
いるが、このように足場を組み立てるにあたって、高層
建築物では足場の組み立て作業が著しく困難になる。そ
こで、このような高層建築物では、足場を競り上げまた
は盛り替え等して順次上昇させていく方法が考えられ、
このような足場として、例えば特公昭63−31629
号公報に開示されたものがある。
2. Description of the Related Art Conventionally, a scaffold is assembled on the outside of a building and work is performed on this scaffold to perform an outer wall construction of a building, etc. Assembly work becomes extremely difficult. Therefore, in such a high-rise building, it is conceivable that the scaffolding will be bid up or rearranged to gradually raise it.
As such a scaffold, for example, JP-B-63-31629
There is one disclosed in the publication.

【0003】即ち、かかる順次上昇させるタイプの足場
は、外壁の型枠を1ロットづつ上昇させるジャンピング
工法に用いられ、足場フレームに対してこれを案内する
相対移動可能なレールを備える一方、壁面にはこれら足
場フレームおよびレールをそれぞれ着脱可能に固定する
アンカー金物を設けてある。そして、足場フレームの競
り上げは、一旦前記レールをアンカー金物から離脱して
ジャッキで1ロット分だけ上昇した後、このレールを再
度アンカー金物に固定し、次に、足場フレームをアンカ
ー金物から離脱した後、前記レールに沿って足場フレー
ムをジャッキアップし、再度この足場フレームをアンカ
ー金物に固定するようになっている。
That is, such a scaffold of the type which is sequentially raised is used in a jumping construction method in which the molds of the outer wall are raised one lot at a time. Is provided with anchor metal parts for detachably fixing the scaffold frame and the rail. Then, the scaffolding frame is auctioned, after once disengaging the rail from the anchor metal and raising it by one lot with a jack, the rail is fixed to the anchor metal again, and then the scaffolding frame is detached from the anchor metal. After that, the scaffolding frame is jacked up along the rails, and the scaffolding frame is again fixed to the anchor hardware.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、かかる
従来の外部足場装置では、レールおよび足場フレーム、
更にジャッキ等が1つのユニットとして組み込まれ、著
しく複雑な構成となっている。このため、足場装置が高
価なものとなってしまうと共に、高層マンション等のよ
うに開口部の多い高層建築物では、複雑な構成となった
前記足場装置で開口部を塞いでしまうため、この足場装
置自体が足場と建築物との行き来の邪魔となって作業進
行に悪影響を及ぼしてしまう。
However, in such a conventional external scaffolding device, the rail and the scaffolding frame,
Further, a jack and the like are incorporated as one unit, which has a remarkably complicated structure. For this reason, the scaffolding device becomes expensive, and in a high-rise building with many openings such as a high-rise apartment building, the scaffolding device having a complicated configuration blocks the opening. The device itself interferes with the movement between the scaffold and the building, which adversely affects the work progress.

【0005】また、足場フレームの上昇には、この足場
フレームとレールとを交互に上昇する作業を必要とし、
かつ、足場フレームおよびレール双方をそれぞれアンカ
ー金物に着脱しなければならず、この足場フレームの競
り上げ作業が著しく複雑化されて、工期の迅速化が損な
われてしまうという各種課題があった。
Further, the raising of the scaffolding frame requires the work of raising the scaffolding frame and the rail alternately.
In addition, both the scaffolding frame and the rail have to be attached to and detached from the anchor hardware, respectively, which makes the auctioning work of the scaffolding frame extremely complicated, which impairs the speed of the construction period.

【0006】そこで、本発明はかかる従来の課題に鑑み
て、昇降可能な足場をより簡単な構成として、建築物の
開口部の行き来の邪魔となるのを防止すると共に、足場
の上昇作業を著しく容易にして、工事のスムーズな進行
を可能とする建築物の外部足場装置を提供することを目
的とする。
In view of the conventional problems, the present invention has a simpler structure for a scaffold that can be moved up and down to prevent it from interfering with the opening and closing of a building and to significantly raise the scaffold. It is an object of the present invention to provide an external scaffolding device for a building, which facilitates the smooth progress of construction work.

【0007】[0007]

【課題を解決するための手段】かかる目的を達成するた
めに本発明は、多層階を有する建築物の複数層分の高さ
を有して、この建築物の外側に沿って配置される縦枠
と、前記縦枠に1層分の階高間隔をもって各々の基端部
が取り付けられ、それぞれが水平方向に片持状に突設さ
れる複数の横枠と、前記横枠に取り付けられる足場板
と、前記横枠の自由端部を、建築物の各床面に着脱可能
に固定する連結部材と、前記縦枠および横枠からなる骨
格を昇降可能に吊持する揚重装置と、を備えて建築物の
外部足場装置を構成する。
In order to achieve such an object, the present invention has a vertical length arranged along the outer side of a building having a height of a plurality of layers of the building having a multi-storey floor. A frame, a plurality of horizontal frames each of which is attached to the vertical frame at an interval of floor heights, and each of which is horizontally cantilevered, and a scaffold attached to the horizontal frame. A plate, a connecting member that detachably fixes the free end portion of the horizontal frame to each floor surface of a building, and a lifting device that suspends a skeleton composed of the vertical frame and the horizontal frame so that the frame can be lifted and lowered. Prepare for the external scaffolding device of the building.

【0008】[0008]

【作用】以上の構成により本発明の建築物の外部足場装
置にあっては、複数層分の高さを有する縦枠と、この縦
枠に1層分の階高間隔をもって片持状に取り付けられる
横枠とをもって足場の骨格を形成し、祖の横枠には足場
板を取り付ける。そしてこの横枠の突出端部は、連結部
材を介して建築物の各床面に着脱可能に固定する。足場
を上昇する際には、前記連結部材を離脱して横枠を床面
から分離し、この状態で揚重装置を介して前記骨格を縦
枠の高さ分だけ上昇し、その後、連結部材を介して再び
横枠を各床面に固定する。
With the above construction, in the building external scaffolding device of the present invention, a vertical frame having a height of a plurality of layers and a cantilever-shaped mounting on the vertical frame with a floor height interval of one layer. The scaffold skeleton is formed with the horizontal frame, and the scaffold board is attached to the horizontal frame of the ancestor. The projecting end of the horizontal frame is detachably fixed to each floor surface of the building through a connecting member. When ascending the scaffold, the connecting member is detached to separate the horizontal frame from the floor surface, and in this state, the skeleton is lifted by the height of the vertical frame through the lifting device, and then the connecting member. The horizontal frame is again fixed to each floor via.

【0009】すなわち、本発明の外部足場装置ではその
構成を著しく簡単にすることができると共に、足場を上
昇させる際には、横枠と床面との連結を離脱して縦枠お
よび横枠からなる骨格を上昇させるという一度の上昇作
業で良く、しかも、この一度の上昇作業で縦枠の高さと
なる複数層分を一度に上昇することができ、足場の上昇
作業を簡単かつ迅速に行わせることができる。
That is, the structure of the external scaffolding device of the present invention can be remarkably simplified, and when the scaffold is raised, the horizontal frame and the floor surface are disconnected from the vertical frame and the horizontal frame. It is only necessary to raise the skeleton once, and moreover, it is possible to raise the height of the vertical frame for multiple layers at one time, making it easy and quick to raise the scaffold. be able to.

【0010】[0010]

【実施例】以下本発明の実施例を図に基づいて詳細に説
明する。図1から図5は本発明にかかる建築物の外部足
場装置10の一実施例を示し、図1は外部足場装置10
の側面図、図2は外部足場装置10の取り付け部分の分
解斜視図、図3は取り付け部分の平面図、図4,図5は
取り付け部分の取り外し状態をそれぞれ示す説明図であ
る。
Embodiments of the present invention will be described in detail below with reference to the drawings. 1 to 5 show an embodiment of an external scaffolding device 10 for a building according to the present invention, and FIG. 1 shows an external scaffolding device 10
2 is an exploded perspective view of a mounting portion of the external scaffolding device 10, FIG. 3 is a plan view of the mounting portion, and FIGS. 4 and 5 are explanatory views showing a detached state of the mounting portion.

【0011】本実施例の外部足場装置10は図1に示し
たように、建築物18の外側に沿って配置される縦枠1
2と、この縦枠12に片持状に突出されて取り付けられ
る複数の横枠14と、横枠14の上側に載置して取り付
けられる足場板16と、横枠14の突出端部を建築物1
8の床面20に着脱可能に固定する連結部材としてのア
ングルピース22とを備えて概略構成される。
As shown in FIG. 1, the external scaffolding device 10 of this embodiment has a vertical frame 1 arranged along the outside of a building 18.
2, a plurality of horizontal frames 14 that are cantilevered and attached to the vertical frame 12, a scaffolding plate 16 that is mounted and attached on the upper side of the horizontal frame 14, and a projecting end of the horizontal frame 14 Thing 1
8 is provided with an angle piece 22 as a connecting member that is detachably fixed to the floor surface 20.

【0012】前記建築物18は高層建築物等のように多
層階を有しており、前記縦枠12の長さLは、複数層分
(本実施例では2階分とする)の高さHを有して形成さ
れる。そして、前記横枠14は前記建築物18の1層
(1階)分の階高間隔hをもって各々の基端部14aが
縦枠12に固設され、これら横枠14はそれぞれ水平方
向に片持状に突設される。また、前記縦枠12の上端部
はブラケット24を一体に固設し、このブラケット24
を介して前記縦枠12は、揚重装置としての図外のクレ
ーンのフック26に吊持される。
The building 18 has multi-story floors such as a high-rise building, and the length L of the vertical frame 12 is the height of a plurality of layers (in this embodiment, two floors). Formed with H. The horizontal frames 14 are fixed to the vertical frame 12 at their base end portions 14a at a floor height interval h of one layer (first floor) of the building 18, and these horizontal frames 14 are horizontally separated from each other. It is projected like a cantilever. A bracket 24 is integrally fixed to the upper end of the vertical frame 12, and the bracket 24
The vertical frame 12 is suspended via the hook 26 of a crane (not shown) serving as a lifting device via the.

【0013】前記横枠14の突出端部が載置される前記
床面20には、この横枠14の両側に位置してそれぞれ
一対のアンカーボルト28,28が植設され、このアン
カーボルト28,28に前記アングルピース22が取付
けられる。
On the floor surface 20 on which the projecting end portion of the horizontal frame 14 is placed, a pair of anchor bolts 28, 28 located at both sides of the horizontal frame 14 are planted. , 28 to which the angle piece 22 is attached.

【0014】前記アングルピース22は、図2に示した
ように断面L字状のアングル材を、前記横枠14の幅w
より大きな所定長さlに切断し、その両端部に前記アン
カーボルト28,28を係止するための切欠部30,3
2を形成してある。これら切欠部30,32のうち一方
の切欠部30はアングルピース22の一端22aから長
さ方向に切り欠くと共に、他方の切欠部32はアングル
ピース22の一側22bからL字状に切り欠いてある。
The angle piece 22 is made of an angle member having an L-shaped cross section as shown in FIG.
Cutouts 30 and 3 for cutting the anchor bolts 28 and 28 at both ends by cutting to a larger predetermined length l
2 is formed. One of the cutouts 30 and 32 is cut out in the length direction from one end 22a of the angle piece 22, and the other cutout 32 is cut out from one side 22b of the angle piece 22 in an L shape. is there.

【0015】そして、前記横枠14の自由端部を前記床
面20に固定するには、図2に示したように、まず前記
一対のアンカーボルト28,28間にこの横枠14を配
置する。次に、アングルピース22の切欠部30,32
をアンカーボルト28,28に挿通すると共に、このア
ングルピース22を前記横枠14の上側に配置する。こ
の状態で前記アンカーボルト28,28にワッシャー3
4,34を介してナット36,36を螺合し、このナッ
ト36,36でアングルピース22を締付固定する。ま
た、前記ワッシャー34,34はアンカーボルト28,
28の挿通穴34a,34aが切欠かれており、この切
欠部を介してこのワッシャー34,34は、アンカーボ
ルト28,28の軸直角方向、つまり横方向からの取付
けおよび取外しが可能となっている。
In order to fix the free end of the horizontal frame 14 to the floor surface 20, as shown in FIG. 2, the horizontal frame 14 is first placed between the pair of anchor bolts 28, 28. .. Next, the notch portions 30, 32 of the angle piece 22
Is inserted into the anchor bolts 28, 28, and the angle piece 22 is arranged above the horizontal frame 14. In this state, the washer 3 is attached to the anchor bolts 28, 28.
The nuts 36, 36 are screwed together via 4, 34, and the angle pieces 22 are tightened and fixed by the nuts 36, 36. Also, the washers 34, 34 are anchor bolts 28,
The through holes 34a, 34a of the 28 are cut out, and the washers 34, 34 can be attached and removed from the anchor bolts 28, 28 in the direction perpendicular to the axis of the anchor bolts 28, that is, in the lateral direction, through the notch. ..

【0016】以上の構成により本実施例の建築物の外部
足場装置10にあっては、まず、クレーンで縦枠12お
よび横枠14からなる骨格Bを所定高さまで吊り上げ、
各横枠14を建築物18の床面20に植設したアンカー
ボルト28,28に、前記アングルピース22,ワッシ
ャー34,34およびナット36,36を介して固定す
る。尚、前記横枠14の固定状態を、図3の平面図によ
ってナット36,36部分から切断して示す。
In the building external scaffolding apparatus 10 of the present embodiment having the above-described structure, first, the skeleton B including the vertical frame 12 and the horizontal frame 14 is lifted to a predetermined height by a crane,
The horizontal frames 14 are fixed to the anchor bolts 28, 28 planted on the floor surface 20 of the building 18 via the angle pieces 22, washers 34, 34 and nuts 36, 36. The fixed state of the horizontal frame 14 is shown by cutting from the nuts 36, 36 in the plan view of FIG.

【0017】そして、前記横枠14の固定状態で前記横
枠14の上側に足場板16を載置して取付けることによ
り、外部足場装置10の固定が行われる。尚、前記外部
足場装置10の縦枠12は、図1中においては1本のみ
を示すが、実際には建築物18の幅方向(図1中紙面直
角方向)に、複数本の縦枠12が適宜間隔をもって互い
に結合した状態で設けられ、それぞれの縦枠12に取付
けた横枠14間に前記足場板16を掛け渡して支持され
る。
The external scaffolding device 10 is fixed by mounting and mounting the scaffolding plate 16 on the upper side of the horizontal frame 14 with the horizontal frame 14 fixed. Although only one vertical frame 12 is shown in FIG. 1 in the external scaffolding device 10, a plurality of vertical frames 12 are actually provided in the width direction of the building 18 (direction perpendicular to the plane of FIG. 1). Are provided in a state of being coupled to each other at appropriate intervals, and the scaffolding plate 16 is hung and supported between the horizontal frames 14 attached to the respective vertical frames 12.

【0018】ところで、前記外部足場装置10にあって
は、足場板16を取付ける横枠14が縦枠12から片持
状に突設されるため、この横枠14の突出端部を床面2
0に固定した状態では、建築物18の開口部18aには
何等障害物が設けられることはない。従って、外壁工事
を行う際に建築物18内と足場との行き来を自由に行っ
て、建材等の運び出しが著しく容易となり、工事の進行
を大幅に促進することができる。
By the way, in the external scaffolding device 10, since the horizontal frame 14 to which the scaffolding plate 16 is attached is projected from the vertical frame 12 in a cantilever manner, the projecting end of this horizontal frame 14 is placed on the floor surface 2.
When fixed to 0, no obstacle is provided in the opening 18a of the building 18. Therefore, it is possible to freely move between the building 18 and the scaffolding when carrying out the outer wall work, and it becomes extremely easy to carry out building materials and the like, and the progress of the work can be greatly promoted.

【0019】次に、前記外部足場装置10を盛り替えに
より上昇する場合、まず、縦枠12をクレーンで吊持し
た状態で各横枠14のアングルピース22を取り外し、
この横枠14をアンカーボルト28,28から離脱させ
る。そして、前記縦枠12および横枠14からなる骨格
Bをクレーンにより縦枠12の高さ分、つまり2階層分
だけ上昇して、再度横枠14の突出端部を床面20にア
ンカーボルト28およびアングルピース22等を介して
固定する。尚、前記足場板16を横枠14に確実に固定
しておくことにより、外部足場装置10の盛り替え時に
この足場板16をその都度取り外す必要がなくなる。
Next, when the external scaffolding device 10 is lifted by refilling, first, the angle piece 22 of each horizontal frame 14 is removed while the vertical frame 12 is suspended by a crane,
The horizontal frame 14 is detached from the anchor bolts 28, 28. Then, the skeleton B composed of the vertical frame 12 and the horizontal frame 14 is raised by the height of the vertical frame 12 by the crane, that is, by two layers, and the protruding end of the horizontal frame 14 is again fixed to the floor surface 20 by the anchor bolt 28. And the angle piece 22 and the like. By securely fixing the scaffolding plate 16 to the lateral frame 14, it is not necessary to remove the scaffolding plate 16 each time the external scaffolding device 10 is refilled.

【0020】このように本実施例の外部足場装置10に
あっては、縦枠12および横枠14で骨格Bを構成する
ことにより、その構成を著しく簡単にすることができる
と共に、外部足場装置10を上昇させる際には、横枠1
4と床面20とを離脱して縦枠12をクレーンにより上
昇させるという一度の上昇作業で済ませることができ
る。しかも、この一度の上昇作業で縦枠12の高さとな
る複数層分、本実施例では2階層分を一度に上昇させる
ことができる。従って、外部足場装置10の上昇作業を
簡単かつ迅速に行わせることができ、前記建築物18の
開口部18aの障害とならないことと相俟って、工事の
著しい迅速化を達成することができる。
As described above, in the external scaffolding device 10 of this embodiment, by constructing the skeleton B with the vertical frame 12 and the horizontal frame 14, the structure can be remarkably simplified and the external scaffolding device can be used. When raising 10, horizontal frame 1
It is possible to complete the work by one lifting operation, in which the vertical frame 12 is lifted by the crane by separating the floor 4 and the floor surface 20. Moreover, a plurality of layers, which is the height of the vertical frame 12, that is, two layers in this embodiment, can be raised at one time by this one-time raising operation. Therefore, the work of raising the external scaffolding device 10 can be performed easily and quickly, and in combination with the fact that it does not obstruct the opening 18a of the building 18, it is possible to significantly speed up the construction. ..

【0021】ところで、前記外部足場装置10を盛り替
えする際に、横枠14を固定するアングルプレート22
をアンカーボルト28,28からその都度着脱する必要
があるが、本実施例ではこのアングルプレート22の両
端部に切欠部30,32を設けたので、アンカーボルト
28,28への着脱を極簡単に行うことができる。
By the way, the angle plate 22 for fixing the lateral frame 14 when the external scaffolding device 10 is refilled.
It is necessary to attach and detach the anchor bolts 28, 28 each time, but in this embodiment, since the notch portions 30, 32 are provided at both ends of the angle plate 22, the attachment and detachment to the anchor bolts 28, 28 is very easy. It can be carried out.

【0022】即ち、前記アングルプレート22をアンカ
ーボルト28,28から離脱する際には、まずナット3
6,36を弛めて、ワッシャー34,34を切欠状の挿
通穴34a,34aを介してアンカーボルト28,28
の横方向に取り外す。次に、図4に示したようにアング
ルピース22を、切欠部30に係止したアンカーボルト
28を中心として図中時計回り方向(X)に回転し、他
方のL字状の切欠部32をアンカーボルト28から離脱
させる。そして、図5に示したように前記切欠部30
と、これに係止したアンカーボルト28とが互いに離れ
る方向(Y)にアングルピース22を水平移動すること
により、このアングルピース22をアンカーボルト2
8,28から取り外すことができる。
That is, when detaching the angle plate 22 from the anchor bolts 28, 28, first, the nut 3
6 and 36 are loosened, and the washers 34 and 34 are inserted into the anchor bolts 28 and 28 through the notch-shaped insertion holes 34a and 34a.
Sideways. Next, as shown in FIG. 4, the angle piece 22 is rotated in the clockwise direction (X) in the drawing around the anchor bolt 28 locked in the notch 30, and the other L-shaped notch 32 is formed. It is detached from the anchor bolt 28. Then, as shown in FIG.
The angle piece 22 is moved horizontally by moving the angle piece 22 in a direction (Y) in which the anchor piece 28 and the anchor bolt 28 that is locked thereto are separated from each other.
It can be removed from 8, 28.

【0023】一方、アングルピース22のアンカーボル
ト28,28への取り付けは、前記取り外しのときとは
逆の操作を行うことにより可能となる。
On the other hand, the attachment of the angle piece 22 to the anchor bolts 28, 28 can be performed by performing an operation reverse to that of the removal.

【0024】従って、前記アングルピース22をアンカ
ーボルト34,34に着脱するには、ナット34,34
を単に弛めるのみで良く、つまり、ナット34,34を
アンカーボルト28,28に取付けた状態で、アングル
ピース22を横から着脱することができる。このため、
前記外部足場装置10の盛り替え作業が著しく簡単とな
る。
Therefore, in order to attach / detach the angle piece 22 to / from the anchor bolts 34, 34, the nuts 34, 34 are used.
Need only be loosened, that is, the angle piece 22 can be detached from the side while the nuts 34, 34 are attached to the anchor bolts 28, 28. For this reason,
The refilling work of the external scaffolding device 10 is significantly simplified.

【0025】[0025]

【発明の効果】以上説明したように本発明の建築物の外
部足場装置にあっては、建築物の複数層分の高さを有す
る縦枠から、足場板を取り付ける横枠を片持状に突設
し、この横枠の自由端部を連結部材を介して建築物の床
面に着脱可能に固定し、この連結部材の離脱状態で縦枠
および横枠からなる骨格を揚重装置を介して盛り替える
ようにしたので、この盛り替え作業は、横枠と床面との
連結を離脱して前記骨格を上昇させるという一度の作業
で良く、しかも、この一度の上昇作業で縦枠の高さとな
る複数層分を一度に上昇することができる。従って、足
場の上昇作業を著しく簡単に、かつ迅速に行わせること
ができる。
As described above, in the building external scaffolding device of the present invention, the horizontal frame to which the scaffold plate is attached is cantilevered from the vertical frame having the height of a plurality of layers of the building. Projectingly, the free end of this horizontal frame is detachably fixed to the floor surface of the building through the connecting member, and the skeleton consisting of the vertical frame and the horizontal frame is placed through the lifting device in the detached state of this connecting member. This is done by a single operation of lifting the skeleton by disconnecting the connection between the horizontal frame and the floor surface, and the height of the vertical frame can be increased by this single lifting operation. It is possible to raise several layers at a time. Therefore, the work of raising the scaffold can be performed extremely easily and quickly.

【0026】また、前記足場板を取り付ける横枠が縦枠
から片持状に突設されるため、この横枠を建築物の床面
に固定した状態で、建築物の開口部を何等邪魔すること
がなく、建築物と足場との行き来を自由に行って作業能
率を大幅に向上し、延いては、前記足場の上昇作業の迅
速化と相俟って工期の大幅な短縮化を達成することがで
きるという優れた効果を奏する。
Further, since the horizontal frame to which the scaffolding plate is attached projects from the vertical frame in a cantilever manner, the opening of the building is hindered in a state where the horizontal frame is fixed to the floor surface of the building. Without having to move between the building and the scaffolding, the work efficiency is greatly improved, and in addition, the construction period is shortened in combination with the speeding up work of the scaffolding. It has an excellent effect of being able to.

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

【図1】本発明にかかる建築物の外部足場装置の一実施
例を示す側面図である。
FIG. 1 is a side view showing an embodiment of an external scaffolding device for a building according to the present invention.

【図2】本発明の一実施例を示す横枠の取り付け部分の
分解斜視図である。
FIG. 2 is an exploded perspective view of a mounting portion of a horizontal frame showing an embodiment of the present invention.

【図3】本発明の一実施例を示す横枠の取り付け部分を
一部断面した平面図である。
FIG. 3 is a plan view in which a mounting portion of a horizontal frame showing an embodiment of the present invention is partially cross-sectioned.

【図4】本発明の一実施例を示す横枠の取り外し状態の
一工程を示す説明図である。
FIG. 4 is an explanatory diagram showing a step of the detached state of the horizontal frame according to the embodiment of the present invention.

【図5】本発明の一実施例を示す横枠の取り外し状態の
他の工程を示す説明図である。
FIG. 5 is an explanatory diagram showing another process of removing the horizontal frame according to the embodiment of the present invention.

【符号の説明】[Explanation of symbols]

10 外部足場装置 12 縦枠 14 横枠 16 足場板 18 建築物 18a 開口部 20 床面 22 アングルピ
ース(連結部材) 28 アンカーボルト
10 External Scaffolding Device 12 Vertical Frame 14 Horizontal Frame 16 Scaffolding Board 18 Building 18a Opening 20 Floor 22 Angle Piece (Connecting Member) 28 Anchor Bolt

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 多層階を有する建築物の複数層分の高さ
を有して、この建築物の外側に沿って配置される縦枠
と、 前記縦枠に1層分の階高間隔をもって各々の基端部が取
り付けられ、それぞれ水平方向に片持状に突設される複
数の横枠と、 前記横枠に取り付けられる足場板と、 前記横枠の自由端部を、建築物の各床面に着脱可能に固
定する連結部材と、 前記縦枠および横枠からなる骨格を昇降可能に吊持する
揚重装置と、を備えたことを特徴とする建築物の外部足
場装置。
1. A vertical frame having a height corresponding to a plurality of layers of a building having multiple floors and arranged along the outside of the building, and a vertical height interval of one layer in the vertical frame. Each of the base ends is attached, a plurality of horizontal frames that cantileverly project in the horizontal direction, respectively, a scaffolding plate attached to the horizontal frame, the free end of the horizontal frame, An external scaffolding device for a building, comprising: a connecting member that is detachably fixed to a floor surface; and a lifting device that vertically suspends a skeleton composed of the vertical frame and the horizontal frame.
JP3223585A 1991-08-09 1991-08-09 External scaffolding equipment for buildings Expired - Lifetime JP2757612B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3223585A JP2757612B2 (en) 1991-08-09 1991-08-09 External scaffolding equipment for buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3223585A JP2757612B2 (en) 1991-08-09 1991-08-09 External scaffolding equipment for buildings

Publications (2)

Publication Number Publication Date
JPH0544339A true JPH0544339A (en) 1993-02-23
JP2757612B2 JP2757612B2 (en) 1998-05-25

Family

ID=16800474

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3223585A Expired - Lifetime JP2757612B2 (en) 1991-08-09 1991-08-09 External scaffolding equipment for buildings

Country Status (1)

Country Link
JP (1) JP2757612B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITRM20130720A1 (en) * 2013-12-24 2015-06-25 Mario Martina METALLIC STRUCTURE FOR THE SUPPORT OF SCAFFOLDING BY POSTS OF BUILDINGS IN C.A.
JP2017193823A (en) * 2016-04-18 2017-10-26 前田建設工業株式会社 Temporary scaffold

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5422927A (en) * 1977-07-22 1979-02-21 Takenaka Komuten Co Method of tentatively building scaffold* and scaffold for effecting said method
JPS561880U (en) * 1979-06-19 1981-01-09
JPS5757156U (en) * 1980-09-24 1982-04-03
JPH0319568U (en) * 1989-07-06 1991-02-26

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5422927A (en) * 1977-07-22 1979-02-21 Takenaka Komuten Co Method of tentatively building scaffold* and scaffold for effecting said method
JPS561880U (en) * 1979-06-19 1981-01-09
JPS5757156U (en) * 1980-09-24 1982-04-03
JPH0319568U (en) * 1989-07-06 1991-02-26

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITRM20130720A1 (en) * 2013-12-24 2015-06-25 Mario Martina METALLIC STRUCTURE FOR THE SUPPORT OF SCAFFOLDING BY POSTS OF BUILDINGS IN C.A.
JP2017193823A (en) * 2016-04-18 2017-10-26 前田建設工業株式会社 Temporary scaffold

Also Published As

Publication number Publication date
JP2757612B2 (en) 1998-05-25

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