JP3439196B2 - Hanging scaffold - Google Patents
Hanging scaffoldInfo
- Publication number
- JP3439196B2 JP3439196B2 JP2001045507A JP2001045507A JP3439196B2 JP 3439196 B2 JP3439196 B2 JP 3439196B2 JP 2001045507 A JP2001045507 A JP 2001045507A JP 2001045507 A JP2001045507 A JP 2001045507A JP 3439196 B2 JP3439196 B2 JP 3439196B2
- Authority
- JP
- Japan
- Prior art keywords
- support
- frame
- guide rail
- guide
- fixed
- 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)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、隣合う建物との隙
間が狭い狭小地等において、メンテナンス用の足場の設
置を可能とすると共に、設置作業が簡略である吊足場に
関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a suspension scaffold that enables installation of a scaffold for maintenance and simplifies installation work in a narrow area where a gap between adjacent buildings is narrow.
【0002】[0002]
【従来の技術】住宅等の建物の外壁に清掃、点検、修
理、部材交換等のメンテナンスをする場合には、単管足
場、わく組足場等の本足場、または抱足場、片足場、ブ
ラケット一側足場等の一側足場を組み立てて作業を行っ
ていた。また、外壁の一部分にのみメンテナンスを施す
場合には、高所作業車で作業を行っていた。2. Description of the Prior Art When cleaning, inspecting, repairing, or replacing members on the outer wall of a building such as a house, a single scaffold, a main scaffold such as a frame scaffold, or a scaffold, one scaffold, a bracket scaffold, etc. I was working by assembling one side scaffolding such as side scaffolding. In addition, when performing maintenance on only a part of the outer wall, work was performed by a work platform for high places.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、いずれ
の足場も、地面から順に組み立てるものであるので、足
場を組み立てるための作業スペースが必要となるが、隣
合う建物との隙間が狭い狭小地においては、該作業スペ
ースを十分に確保することができないという問題点があ
った。加えて、足場の倒壊を防止するために、足場の建
地に控え柱を設ける必要があるが、隣合う建物との隙間
が狭いために控え柱を設けることができず、足場の組立
て時、もしくはメンテナンス中に、足場が不安定にな
り、作業上の安全性の確保が困難であるという問題点が
あった。However, since all scaffolds are assembled in order from the ground, a work space for assembling the scaffolds is required, but in narrow land where the gap between adjacent buildings is narrow. However, there is a problem that the working space cannot be sufficiently secured. In addition, in order to prevent the scaffold from collapsing, it is necessary to install retaining columns on the building site of the scaffolding, but it is not possible to provide retaining columns due to the small gap between adjacent buildings. Alternatively, there has been a problem that the scaffold becomes unstable during maintenance, and it is difficult to secure work safety.
【0004】一方、高所作業車を使用する場合には、作
業者は、作業台に乗りながら作業を行うので、作業範囲
が限定されるという問題点があった。また、前面道路に
高所作業車が常駐することになり近隣迷惑になるという
問題点があった。On the other hand, when an aerial work vehicle is used, the worker carries out the work while riding on a workbench, which causes a problem that the work range is limited. In addition, there is a problem that an aerial work vehicle will be permanently stationed on the front road, which will be a nuisance to the neighborhood.
【0005】本発明は、上記課題に鑑みてなされたもの
であり、建物の外壁にメンテナンスをするための足場
を、地面に作業スペースを要することなく、また足場の
組立て時、メンテナンス作業時等の作業者の安全性を確
保すると共に、確実かつ簡便に組み立てる手段を提供す
ることを目的とする。The present invention has been made in view of the above-mentioned problems, and provides a scaffold for maintenance on the outer wall of a building without requiring a working space on the ground and for assembling the scaffold and performing maintenance work. It is an object of the present invention to provide a means for assuring the safety of an operator and assembling surely and easily.
【0006】[0006]
【課題を解決するための手段】前記目的を達成するため
になされた本発明の請求項1に記載の吊足場は、断面略
C形の管体であるガイドレールと、該ガイドレールの開
口と反対側の裏面の上端近傍に固着された略逆L字形の
掛着具とを備えてなり、前記パラペットに所定の間隔を
おいて吊り下げられる複数のガイド部材と、建物の屋上
床面に載置され、前記ガイド部材を所望の高さ位置に担
持する土台アタッチメントと、該土台アタッチメントに
固定されて、前記ガイド部材を前記外壁に押圧させて前
記パラペットに固定する固定用ジャッキと、前記ガイド
部材に摺動自在に挿入される縦桟と、前記ガイド部材に
設けられた担持部材により前記ガイド部材に担持される
横桟とを矩形に組み合わせてなると共に、前記ガイド部
材の所望の高さ位置に固定された支柱枠と、該隣合う支
柱枠間に架設された足場板と、前記隣合うガイドレール
及び支柱枠に連結され、水平力に抗する補強部材とから
なることを特徴とするものである。The suspension scaffold according to claim 1 of the present invention made to achieve the above object has a guide rail which is a tubular body having a substantially C-shaped cross section, and an opening of the guide rail. A plurality of guide members, each of which has a substantially inverted L-shaped hanging member fixed near the upper end of the back surface on the opposite side, is hung on the parapet at predetermined intervals, and is mounted on the rooftop of the building. A base attachment that is placed and carries the guide member at a desired height position; a fixing jack that is fixed to the base attachment and presses the guide member against the outer wall to fix the guide member to the parapet; The vertical rail slidably inserted in the guide and the horizontal rail carried by the guide member by the carrying member provided on the guide member are combined in a rectangular shape, and the desired height of the guide member is set. And a scaffold plate installed between the adjacent support frames, and a reinforcing member that is connected to the adjacent guide rails and the support frame and that resists horizontal force. Is.
【0007】請求項2に記載の吊足場は、請求項1に記
載の吊足場において、前記ガイドレールの開口と反対側
の裏面に、前記ガイドレールの軸方向と直交すると共
に、前記外壁に当接するように第1の当て板が設けられ
たことを特徴とするものである。According to a second aspect of the present invention, in the hanging scaffold according to the first aspect, the back surface of the hanging rail opposite to the opening of the guide rail is orthogonal to the axial direction of the guide rail and is in contact with the outer wall. It is characterized in that a first pad plate is provided so as to be in contact therewith.
【0008】請求項3に記載の吊足場は、請求項1に記
載の吊足場において、前記土台アタッチメントが、屋上
床面に載置される土台と、該土台に立設された支柱と、
該支柱に挿通されて固着された枠体と、該枠体内に設け
られると共に前記支柱に挿入されて、前記支柱を噛合す
る噛合部材と、該噛合部材を上方へ付勢する付勢部材
と、前記枠体に固着されたクランプとからなり、前記支
柱が前記土台に対して傾動自在に立設されたことを特徴
とするものである。A suspension scaffold according to a third aspect is the suspension scaffold according to the first aspect, in which the base attachment is a base mounted on a rooftop floor, and a pillar erected on the base.
A frame body inserted into and fixed to the support column; a meshing member that is provided in the frame body and is inserted into the support column to mesh the support column; and a biasing member that biases the meshing member upward. It is characterized in that it comprises a clamp fixed to the frame body, and the pillar is erected upright with respect to the base.
【0009】請求項4に記載の吊足場は、請求項1に記
載の吊足場において、前記固定用ジャッキが、前記土台
アタッチメントに摺動自在に設けた横棒と、該横棒の両
端に螺合され、その一端に前記パラペットの立上り面に
当接する第2の当て板を備えたジャッキボルトと、該各
ジャッキボルトに螺合されたハンドルとを備えてなるこ
とを特徴とすることを特徴とするものである。According to a fourth aspect of the present invention, there is provided the suspension scaffolding according to the first aspect, wherein the fixing jack has a horizontal bar slidably provided on the base attachment and both ends of the horizontal bar are screwed. And a jack bolt having a second contact plate that abuts against the rising surface of the parapet at one end thereof, and a handle screwed to each jack bolt. To do.
【0010】請求項5に記載の吊足場は、請求項1に記
載の吊足場において、前記支柱枠が、複数の支柱枠が直
列に連結されたものであり、一方の支柱枠の各々縦桟の
端部に、それぞれ軸と直交する方向に挿通孔が形成され
た凸部または凹部が設けられて、他方の支柱枠の各々縦
桟の端部に、それぞれ軸と直交する方向に挿通孔が形成
された凹部または凸部が設けられて、嵌合された凸部、
凹部の挿通孔に止め具が挿通されて、支柱枠が連結され
たことを特徴とするものである。A suspension scaffold according to a fifth aspect is the suspension scaffold according to the first aspect, in which the support frame is formed by connecting a plurality of support frames in series, and one of the support frames is a vertical rail. Is provided with a convex portion or a concave portion in which an insertion hole is formed in a direction orthogonal to the axis, and an insertion hole is provided in an end portion of each vertical bar of the other support frame in a direction orthogonal to the axis. The formed concave portion or convex portion is provided, and the fitted convex portion,
The stopper is inserted into the insertion hole of the recess to connect the support frame.
【0011】請求項6に記載の吊足場は、請求項1に記
載の吊足場において、前記担持部材が、前記ガイドレー
ルの開口近傍に、前記ガイドレールの長手方向とその軸
方向とが平行に、周方向に回転自在に設けられた回転ロ
ッドと、該回転ロッドの側方に、軸と直交する方向に突
設された担持片と、からなることを特徴とするものであ
る。According to a sixth aspect of the present invention, there is provided the hanging scaffolding according to the first aspect, wherein the carrying member is provided in the vicinity of the opening of the guide rail such that the longitudinal direction of the guide rail and its axial direction are parallel to each other. It is characterized in that it comprises a rotating rod rotatably provided in the circumferential direction and a carrying piece projecting laterally of the rotating rod in a direction orthogonal to the axis.
【0012】請求項7に記載の吊足場は、請求項1に記
載の吊足場において、前記補強部材が、掛止片に掛止さ
れるものであって、該掛止片は、その中央部分が曲成さ
れて、前記ガイドレール及び支柱枠の縦桟が挟持される
挟持部と、該挟持片の両縁に固着されたフックと、から
なることを特徴とするものである。A suspension scaffold according to a seventh aspect is the suspension scaffold according to the first aspect, wherein the reinforcing member is hooked on a hooking piece, and the hooking piece has a central portion. Is bent, and is composed of a sandwiching portion in which the guide rail and the vertical rail of the support frame are sandwiched, and a hook secured to both edges of the sandwiching piece.
【0013】請求項8に記載の吊足場は、請求項1に記
載の吊足場において、前記支柱枠の下端近傍の横桟に
は、該横桟に着脱自在に固定される着脱部と、該着脱部
に固着され、その一端に前記外壁と当接する第3の当て
板が設けられた支持棒とを備えてなる揺れ防止部材が設
けられたことを特徴とするものである。The suspension scaffold according to claim 8 is the suspension scaffold according to claim 1, wherein a detachable portion removably fixed to the cross rail is provided on a cross rail near the lower end of the support frame. A swing preventing member is provided, which is fixed to the attaching / detaching portion and has a support rod provided with a third contact plate that is in contact with the outer wall at one end thereof.
【0014】[0014]
【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。本実施の形態に係る吊足場10の
概略構成は、図1に示すように、建物のパラペットPに
外壁Wに沿って吊り下げられる複数本のガイド部材20
と、建物の屋上床面Fに載置され、前記ガイド部材20
を所望の高さ位置に担持する土台アタッチメント30
と、該土台アタッチメント30に固定されて、前記ガイ
ド部材20を前記パラペットPに固定させる固定用ジャ
ッキ40と、前記ガイド部材20の所望の高さ位置に固
定された支柱枠50と、該支柱枠50を所望の高さ位置
に固定するために前記ガイド部材20に設けられた担持
部材60と、隣合う前記支柱枠50間に架設された足場
板70と、隣合う前記ガイド部材20及び前記支柱枠5
0に連結された補強部材80と、前記支柱枠50の下端
近傍に着脱自在に固定されて前記外壁Wに当接する揺れ
防止部材90とからなるものである。以下、更に詳細に
説明する。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. As shown in FIG. 1, the suspension scaffolding 10 according to the present embodiment has a schematic configuration in which a plurality of guide members 20 are suspended from a parapet P of a building along an outer wall W.
And the guide member 20 placed on the rooftop floor F of the building.
Base attachment 30 for supporting the workpiece at a desired height position
A fixing jack 40 fixed to the base attachment 30 to fix the guide member 20 to the parapet P, a support frame 50 fixed to a desired height position of the guide member 20, and the support frame A carrying member 60 provided on the guide member 20 for fixing the 50 at a desired height position, a scaffolding plate 70 installed between the adjacent column frames 50, the adjacent guide member 20 and the column. Frame 5
It comprises a reinforcing member 80 connected to 0 and a shake preventing member 90 which is detachably fixed near the lower end of the column frame 50 and comes into contact with the outer wall W. The details will be described below.
【0015】前記ガイド部材20は、図2に示すよう
に、断面略C形の管体であるガイドレール21に、該ガ
イドレール21の開口21aと反対側の裏面21bに外
壁Wに当接する第1の当て板22が、ガイドレール21
の軸方向と直交するように突設されており、また逆L字
形の掛着具23が、ガイドレール21の裏面21bの上
端近傍に、ガイドレール21の軸方向と直交するように
固着されて、パラペットPが入る空間Sを形成してい
る。As shown in FIG. 2, the guide member 20 is in contact with an outer wall W on a guide rail 21 which is a tubular body having a substantially C-shaped cross section, and a rear surface 21b of the guide rail 21 opposite to the opening 21a. The backing plate 22 of No. 1 is the guide rail 21.
Is provided so as to be orthogonal to the axial direction of the guide rail 21, and an inverted L-shaped hanging member 23 is fixed near the upper end of the back surface 21b of the guide rail 21 so as to be orthogonal to the axial direction of the guide rail 21. , A space S in which the parapet P enters is formed.
【0016】前記第1の当て板22は、支持棒22aの
先端に、外壁Wに当接する当接部22bが具備されてな
るものであり、ガイドレール21の裏面21bの上部と
下部の2ヶ所に設けられている。建物の外壁Wと吊足場
10との間隔は、前記支持棒22aの長さにより設定さ
れるので、隣接する建物との隙間の幅、窓庇の突出幅等
を考慮して設定される。The first contact plate 22 is provided with an abutting portion 22b that abuts against the outer wall W at the tip of the support rod 22a, and there are two places on the back surface 21b of the guide rail 21 at the upper portion and the lower portion. It is provided in. The distance between the outer wall W of the building and the suspension scaffolding 10 is set by the length of the support bar 22a, and thus is set in consideration of the width of the gap between adjacent buildings and the protruding width of the window canopy.
【0017】前記掛着具23の水平部23aの長さは、
図1に示すように、隣合う掛着具23の水平部23aの
間に足場板70が架設されることから、その足場板70
の幅を考慮して設定する。この足場板70は、作業時に
パラペットPを傷つけたり、汚したりすることを防止す
るものである。掛着具23の垂直部23bには、土台ア
タッチメント30が挿入されるので、その挿入長さを考
慮して長さが設定される。The length of the horizontal portion 23a of the hanging device 23 is
As shown in FIG. 1, since the scaffolding plate 70 is installed between the horizontal portions 23a of the adjacent hanging members 23, the scaffolding plate 70
Set in consideration of the width of. The scaffold plate 70 prevents the parapet P from being damaged or soiled during work. Since the base attachment 30 is inserted into the vertical portion 23b of the hanging device 23, the length is set in consideration of the insertion length.
【0018】前記土台アタッチメント30は、図3に示
すように、屋上床面Fに載置される土台31と、該土台
31に回転自在に接合されて立設された支柱32と、該
支柱32に挿通されて固着された断面略コ字形の枠体3
3と、該枠体33内に設けられて、支柱32を挿通させ
る挿通孔34aを有し、該挿通孔34aに支柱32が挿
通された状態で、枠体33と所定の角度をなして傾斜
し、挿通孔34aの周縁が支柱32を噛合する噛合部材
34と、該噛合部材34の横板34bと枠体33の底板
33aとの間に、支柱32を挿通させるように設けられ
て、噛合部材34を上方へ付勢する付勢部材であるバネ
35と、枠体33の背板33bに固着されて、固定用ジ
ャッキ40の横棒41を挿通させるクランプ36と、枠
体33の上板33cに固着されて、掛着具23の下端を
挟持して、ガイド部材20のぐらつきを防止する一対の
挟持部材37とからなる。前記土台31と前記支柱32
は、ヒンジ等により回転自在に接合されているので、土
台31が載置される屋上床面Fが排水勾配により水平面
に対して傾斜している場合であっても、支柱32は直立
するので、支柱32に挿入された掛着具23は、枠体3
3に垂直に担持されて、ガイドレール21は外壁Wと略
平行に吊り下げられる。As shown in FIG. 3, the base attachment 30 includes a base 31 placed on a rooftop floor F, a support column 32 rotatably joined to the support base 31 and an upright support column 32. Frame body 3 having a substantially U-shaped cross section, which is inserted into and fixed to the frame 3
3 and an insertion hole 34a provided in the frame 33 for inserting the support column 32, and with the support column 32 inserted into the insertion hole 34a, the frame body 33 is inclined at a predetermined angle. Then, the periphery of the insertion hole 34a is provided between the meshing member 34 that meshes with the support column 32, and the lateral plate 34b of the meshing member 34 and the bottom plate 33a of the frame body 33 so that the support column 32 is inserted, and the meshing is performed. A spring 35 that is a biasing member that biases the member 34 upward, a clamp 36 that is fixed to the back plate 33b of the frame body 33 and that allows the horizontal bar 41 of the fixing jack 40 to pass therethrough, and an upper plate of the frame body 33. It is composed of a pair of sandwiching members 37 that are fixed to 33c and sandwich the lower end of the hanging device 23 to prevent the guide member 20 from wobbling. The base 31 and the columns 32
Is rotatably joined by a hinge or the like, so even if the rooftop floor surface F on which the base 31 is placed is inclined with respect to the horizontal plane due to the drainage gradient, the support columns 32 stand upright. The hanging tool 23 inserted in the support column 32 is the frame 3
The guide rail 21 is hung vertically in parallel with the outer wall W, and is hung vertically in parallel with the outer wall W.
【0019】前記固定用ジャッキ40は、図3に示すよ
うに、前記枠体33の背板33bに固着されたクランプ
36に摺動自在に設けた横棒41と、該横棒41の両端
に螺合され、その一端に第2の当て板42が具備された
ジャッキボルト43と、該各ジャッキボルト43に螺合
されたハンドル44とからなる。使用の際には、横棒4
1をクランプ36に緊結させて、固定用ジャッキ40を
土台アタッチメント30に固定させ、次に第2の当て板
42をパラペットPに立上り面に当接させる。As shown in FIG. 3, the fixing jack 40 has a horizontal rod 41 slidably provided on a clamp 36 fixed to a back plate 33b of the frame 33, and both ends of the horizontal rod 41. The jack bolts 43 are screwed together and have a second contact plate 42 at one end thereof, and a handle 44 screwed into each of the jack bolts 43. When using, horizontal bar 4
1 is tightly connected to the clamp 36, the fixing jack 40 is fixed to the base attachment 30, and then the second pad plate 42 is brought into contact with the rising surface of the parapet P.
【0020】このように構成された土台アタッチメント
30と固定用ジャッキ40とにより、図3に示すよう
に、まず、横棒41をクランプ36に緊結させると共
に、横板34aを押圧して、噛合部材34の支柱32へ
の噛合を解除させた状態で、ガイド部材20を、土台ア
タッチメント30の上板33cに掛着具23の垂直部2
3bの下端が到達するまで支柱20に挿入させる。次
に、図4に示すように、横板34aの押圧を解除して、
噛合部材34を支柱32に噛合させると共に、第2の当
て板42をパラペットPの立上り面に当接させ、ガイド
部材20の第1の当て板22が、外壁Wを押圧するよう
に固定用ジャッキ40のハンドル44を回転させ、第1
の当て板22と第2の当て板42とで、パラペットPを
挟みこむことにより、ガイド部材20は、パラペットP
に固定される。このとき、横棒41は、クランプ36に
摺動自在に環装されるので、横棒41の端部をクランプ
36に緊結させておくと、図5に示すように、屋上の出
隅部にガイド部材20を取付けることができる。With the base attachment 30 and the fixing jack 40 thus constructed, as shown in FIG. 3, first, the horizontal bar 41 is tightly connected to the clamp 36, and the horizontal plate 34a is pressed to engage the engaging member. The guide member 20 is attached to the upper plate 33c of the base attachment 30 in a state in which the meshing of the 34 with the support column 32 is released, and
Insert into the column 20 until the lower end of 3b is reached. Next, as shown in FIG. 4, the pressing of the horizontal plate 34a is released,
The engaging member 34 is engaged with the support column 32, and the second contact plate 42 is brought into contact with the rising surface of the parapet P, so that the first contact plate 22 of the guide member 20 presses the outer wall W. Rotate the handle 44 of the 40 for the first
By sandwiching the parapet P between the pad plate 22 and the second pad plate 42, the guide member 20 is
Fixed to. At this time, since the horizontal bar 41 is slidably mounted on the clamp 36, if the end of the horizontal bar 41 is tightly connected to the clamp 36, as shown in FIG. The guide member 20 can be attached.
【0021】支柱枠50は、図6に示すように、小支柱
枠51が直列に連結されてなり、該小支柱枠51は、図
7に示すように、縦桟52a、52bと横桟53とが矩
形に組み合わされて構成されたものである。一方の縦桟
52aは、ガイドレール21の内法と略等しい矩形の断
面形状を有しており、その上端の他方の縦桟52bと対
向する側面には、凸棒54が固着され、その下端の他方
の縦桟52bと対向する側面には、第1の凹管55が固
着されている。他方の縦桟52bは、円形の鋼管であ
り、その上端には、該縦桟52bを上方に所定長さ延出
させて延出部56が形成され、縦桟52bの下端には、
第2の凹管57が縦桟52bの軸上に固着されている。
また、一方の縦桟52aの凸棒54及び第1の凹管5
5、他方の縦桟52bの延出部56及び第2の凹管57
の所定の高さ位置には、それぞれピン孔58が設けられ
ている。As shown in FIG. 6, the pillar frame 50 is made up of small pillar frames 51 connected in series. As shown in FIG. 7, the small pillar frame 51 has vertical bars 52a and 52b and horizontal bars 53. And are combined in a rectangle. One of the vertical bars 52a has a rectangular cross-sectional shape that is substantially the same as the inner dimension of the guide rail 21, and a convex bar 54 is fixed to the side surface of the upper end facing the other vertical bar 52b and the lower end thereof. A first concave tube 55 is fixed to the side surface of the other vertical rail 52b facing the other. The other vertical bar 52b is a circular steel pipe, and an extension portion 56 is formed at the upper end of the vertical bar 52b by extending the vertical bar 52b upward by a predetermined length, and at the lower end of the vertical bar 52b,
The second concave tube 57 is fixed on the shaft of the vertical bar 52b.
In addition, the convex bar 54 of the one vertical bar 52a and the first concave tube 5
5, the extending portion 56 of the other vertical bar 52b and the second concave tube 57
A pin hole 58 is provided at each predetermined height position.
【0022】小支柱枠51の縦桟52a、52bの長さ
は、任意で定められるが、一般に枠組足場等で使用され
る縦桟と同程度とすることが好ましく、ガイドレール2
1に挿入される小支柱枠51を確実に摺動自在に支持す
るために、ガイドレール21の長さは、小支柱枠51の
縦桟52a、52bの長さと同程度、またはそれより長
いものが好適である。The lengths of the vertical rails 52a and 52b of the small column frame 51 are arbitrarily determined, but it is preferable to set the length to the same level as that of the vertical rails generally used for frame scaffolding and the like, and the guide rail 2
In order to securely and slidably support the small column frame 51 inserted into the first column 1, the length of the guide rail 21 is the same as or longer than the length of the vertical bars 52a and 52b of the small column frame 51. Is preferred.
【0023】このように構成された小支柱枠51の連結
は、図8に示すように、担持部材60により、ガイドレ
ール21に仮留めされた小支柱枠51の縦桟52aの凸
棒54に、連結する縦桟52aの第1の凹管55を、ガ
イドレール21に仮留めされた縦桟52aの上端に、連
結する縦桟52aの下端が当接し、且つそれぞれの挿通
孔58が概ね一致するまで嵌合させた状態で、挿通孔5
8にピン59を挿通させることにより行われる。As shown in FIG. 8, the connection of the small strut frame 51 thus constructed is carried out by the carrying member 60 to the convex rod 54 of the vertical bar 52a of the small strut frame 51 temporarily fixed to the guide rail 21. The first concave tube 55 of the connecting vertical rail 52a is in contact with the upper end of the vertical rail 52a temporarily fixed to the guide rail 21, the lower end of the connecting vertical rail 52a is in contact, and the respective insertion holes 58 are substantially aligned. Inserted hole 5 in the fitted state until
This is performed by inserting the pin 59 into the pin 8.
【0024】なお、本実施の形態では、小支柱枠51の
連結は、凸棒54、延出部56に、第1の凹管55、第
2の凹管57をそれぞれ嵌合させて、ピン59をピン孔
58ンに挿通させることにより行われているが、これに
限定されるものではなく、小支柱枠51を、その摺動を
妨げることなく、連結することができればよい。In the present embodiment, the connection of the small column frame 51 is performed by fitting the first concave pipe 55 and the second concave pipe 57 into the convex rod 54 and the extending portion 56, respectively, and then inserting the pin. Although it is performed by inserting the pin 59 into the pin hole 58, the invention is not limited to this, and the small column frame 51 may be connected without hindering the sliding.
【0025】なお、外壁に沿って設けられる支柱枠50
のうち、図6に示すように、最初に吊設される最も外側
に吊り下げられる支柱枠50は、作業者が昇降するため
に、横桟53の本数を増加させて、設置間隔を狭くし梯
子枠50aとして使用する。このときの横桟53の設置
間隔は、特に限定されないが、施工性、作業性を考慮し
て30cm乃至35cm程度とすることが望ましい。The pillar frame 50 provided along the outer wall
Among them, as shown in FIG. 6, the pillar frame 50, which is first hung and is hung on the outermost side, increases the number of the horizontal rails 53 and narrows the installation interval for the worker to move up and down. It is used as a ladder frame 50a. The installation interval of the horizontal rails 53 at this time is not particularly limited, but is preferably about 30 cm to 35 cm in consideration of workability and workability.
【0026】前記担持部材60は、図2に示すように、
ガイドレール21の開口21a側の側端に設けられて、
ガイドレール21の長手方向とその軸方向とが平行とな
るように、且つ周方向に回転自在となるように回転ロッ
ド61が設けられて、該回転ロッド61の側方には、軸
と直交する方向に担持片62が突設されて、ガイドレー
ル21の設けられた管部63によりガイドレール21に
保持されている。The carrying member 60, as shown in FIG.
It is provided at the side end of the guide rail 21 on the side of the opening 21a,
A rotary rod 61 is provided so that the longitudinal direction of the guide rail 21 and the axial direction thereof are parallel to each other and are rotatable in the circumferential direction, and the rotary rod 61 is laterally orthogonal to the axis. A carrying piece 62 projects in the direction and is held by the guide rail 21 by a pipe portion 63 provided with the guide rail 21.
【0027】前記回転ロッド61の上端には、軸方向と
直行する方向に折り曲げた取っ手64が形成されている
ので、作業者は、この取っ手64を掴んで、担持片62
の側縁に設けられたストッパ65が、ガイドレール21
に掛着されるまで回転ロッド61を回転させて、担持片
62をガイドレール21に掛着させる。このとき、スト
ッパ65をガイドレール21に掛着させることにより、
風が吹く等して担持片62が回転して戻されて、小支柱
枠51の仮留めが解除されることを防いでいる。Since a handle 64 bent in a direction perpendicular to the axial direction is formed on the upper end of the rotating rod 61, an operator grips the handle 64 and holds the carrying piece 62.
The stopper 65 provided on the side edge of the guide rail 21
The rotating rod 61 is rotated until it is hooked on the guide rail 21. At this time, by hooking the stopper 65 on the guide rail 21,
The supporting piece 62 is prevented from being released from the temporary support of the small column frame 51 by rotating the supporting piece 62 back due to the blowing of wind.
【0028】このように構成された担持部材60によ
り、図8に示すように、小支柱枠51の縦桟52aをガ
イドレール21に挿入すると共に、取っ手64を掴んで
回転ロッド61を回転させて、担持片62をガイドレー
ル21に掛着させて、ガイドレール21の開口21aを
塞いだ後、小支柱枠51の横桟53を担持片62に担持
させることにより、小支柱枠51は、ガイドレール21
に仮留めされる。As shown in FIG. 8, the vertical member 52a of the small column frame 51 is inserted into the guide rail 21 by the carrying member 60 thus constructed, and the handle 64 is gripped to rotate the rotary rod 61. After the supporting piece 62 is hooked on the guide rail 21 to close the opening 21a of the guide rail 21, the supporting piece 62 is caused to carry the horizontal rail 53 of the small column frame 51. Rail 21
Will be temporarily fastened to.
【0029】前記足場板70は、一般に使用される鋼製
の足場板と同様の構成としている。しかしながら、本実
施の形態では、狭小地に吊足場10が設けられることを
考慮して、一般に使用される足場板の幅と比較して、足
場板70の幅を短くし、12cm乃至35cm程度とし
ている。また、様々な範囲のメンテナンスに対応するた
めに、足場板70の長さは、50cm乃至200cm程
度の中で、複数種類用意しておき、メンテナンスの範囲
によって使い分けるようにする。その架設においては、
一般に使用されている足場板と同様に、足場板70の長
さ方向の端部に具備されているフックを支柱枠50の横
桟53に掛止させることにより行われる。The scaffold plate 70 has the same structure as a commonly used steel scaffold plate. However, in the present embodiment, considering that the suspension scaffolding 10 is provided on a narrow land, the width of the scaffolding board 70 is shortened to be about 12 cm to 35 cm as compared with the width of a scaffolding board that is generally used. There is. Further, in order to cope with maintenance in various ranges, a plurality of types of scaffolding boards 70 having a length of about 50 cm to 200 cm are prepared, and the scaffolding board 70 is properly used depending on the range of maintenance. In that erection,
Similar to a commonly used scaffolding plate, this is performed by hooking a hook provided at an end portion of the scaffolding plate 70 in the longitudinal direction on the horizontal rail 53 of the column frame 50.
【0030】前記補強部材80は、図6に示すように、
筋交い81と手摺82とからなり、一般に使用されてい
る鋼製の筋交い、手摺と同様の構成としている。その取
付けは、図9、図10に示すように、その中央部分が曲
成されて、コ字形とし、ガイドレール21及び支柱枠5
0の縦桟52a、52bを挟持する挟持部83aと、該
挟持片83aの両側縁に固着されたフック83bとから
なり、ガイドレール21、支柱枠50の縦桟52a、5
2bに適当な固定手段により固定固定された掛止片83
のフック83bに、筋交い81、手摺82の両端を掛止
させることにより行われる。また筋交い81、手摺82
共に、足場板70の長さの種類に応じて複数種類用意し
ておく。The reinforcing member 80, as shown in FIG.
It consists of brace 81 and handrail 82, and has the same structure as a commonly used steel brace and handrail. As shown in FIGS. 9 and 10, the attachment is made by bending the central portion into a U-shape, and the guide rail 21 and the support frame 5
The vertical rails 52a, 5b of the support frame 50 are composed of a holding portion 83a for holding the vertical rails 52a, 52b of 0 and hooks 83b fixed to both side edges of the holding piece 83a.
Hooking piece 83 fixedly fixed to 2b by a suitable fixing means
It is performed by hooking both ends of the brace 81 and the handrail 82 on the hook 83b of the. Brace 81, handrail 82
In each case, a plurality of types of scaffolding boards 70 are prepared according to the type of length.
【0031】ガイドレール21に固定される掛止片83
の挟持部83aは、図10に示すように、ガイドレール
21を嵌合するように、ガイドレール21の周壁に沿う
形状とすることにより、ガイドレール21の開口21a
が支柱枠50の縦桟52aの摺動により開くことを防止
する。A hook 83 fixed to the guide rail 21.
As shown in FIG. 10, the holding portion 83 a of the guide rail 21 has a shape along the peripheral wall of the guide rail 21 so that the guide rail 21 is fitted thereinto.
Is prevented from opening due to the sliding of the vertical bar 52a of the column frame 50.
【0032】揺れ防止部材90は、図1、図6に示すよ
うに、支柱枠50の下端の横桟53に着脱自在に設けら
れる着脱部91の側方に、その一端に第3の当て板92
が具備された支持棒93が固着されたものであり、第3
の当て板92は、外壁Wを当接し、外壁W面と第3の当
て板92の当接面との間に生じる摩擦力により、作業時
に支柱枠50が横方向に揺れることを防ぐものとなって
いる。着脱部91は、一般に使用されているクランプを
使用してもよく、横桟53に着脱自在に設けることがで
きれば特に限定されない。As shown in FIGS. 1 and 6, the anti-sway member 90 is laterally attached to a detachable portion 91 which is detachably provided on the horizontal rail 53 at the lower end of the column frame 50, and has a third pad plate at one end thereof. 92
A support rod 93 provided with is fixed,
The abutting plate 92 contacts the outer wall W, and prevents the strut frame 50 from swaying laterally during work due to a frictional force generated between the outer wall W surface and the abutting surface of the third abutting plate 92. Has become. The attachment / detachment portion 91 may be a commonly used clamp, and is not particularly limited as long as it can be detachably provided on the horizontal rail 53.
【0033】以下、本実施の形態に係る吊足場の使用方
法について説明する。まず、図1に示すように、ガイド
部材20の掛着具23を建物のパラペットPに掛着し、
屋上にある土台アタッチメント30に掛着具23を担持
させると共に、土台アタッチメント30に緊結された固
定用ジャッキ40のハンドル44を回転させると共に、
ガイド部材20の第1の当て板22をパラペットPに押
圧させて、固定用ジャッキ40の第2の当て板42とガ
イド部材20の第1の当て板22とでパラペットPを挟
みこむことにより、ガイド部材20を所定の間隔をおい
てパラペットPに吊り下げる。The method of using the suspension scaffold according to the present embodiment will be described below. First, as shown in FIG. 1, the hook 23 of the guide member 20 is hooked on the parapet P of the building,
While supporting the hanging tool 23 on the base attachment 30 on the roof, and rotating the handle 44 of the fixing jack 40 tightly connected to the base attachment 30,
By pressing the first contact plate 22 of the guide member 20 against the parapet P, and sandwiching the parapet P between the second contact plate 42 of the fixing jack 40 and the first contact plate 22 of the guide member 20, The guide member 20 is suspended from the parapet P at a predetermined interval.
【0034】ガイド部材20の吊下げ後、ガイド部材2
0の掛着具23の水平部23a間に足場板70を架設す
る。そして、図2、図8に示すように、ガイド部材20
のガイドレール21に小支柱枠51の縦桟52aを挿入
し、ガイド部材20に設けられている担持部材60を回
転させて、担持部材60の担持片62をガイドレール2
1に掛着させ、挿入された支柱枠50の所定の高さ位置
の横桟53を担持片62に担持させて、小支柱枠51を
ガイド部材に仮留めする。これにより、小支柱枠51
が、ガイド部材に所定の高さ位置で仮留めされるので、
小支柱枠51の連結を一人でもに行うことができる。After suspending the guide member 20, the guide member 2
The scaffolding board 70 is installed between the horizontal portions 23a of the hooking tool 23 of 0. Then, as shown in FIGS. 2 and 8, the guide member 20
The vertical rail 52a of the small column frame 51 is inserted into the guide rail 21 of the above, and the carrying member 60 provided on the guide member 20 is rotated to move the carrying piece 62 of the carrying member 60 into the guide rail 2.
The horizontal strut 53 at a predetermined height position of the inserted column frame 50 is carried on the carrying piece 62, and the small column frame 51 is temporarily fixed to the guide member. As a result, the small support frame 51
However, since it is temporarily fixed to the guide member at a predetermined height position,
The small pillar frame 51 can be connected by one person.
【0035】小支柱枠51をガイド部材20に仮留めし
て、他の小支柱枠51を連結後、再び担持部材60を回
転させて、担持片62のガイドレール21への掛着を解
除し、小支柱枠51を降下させる。そして、更に再び担
持部材60を回転させて、担持片62をガイドレール2
1に掛着させて、他の小支柱枠51の所定の高さ位置の
横桟53を担持片62に担持させて、連結された2本の
小支柱枠51をガイド部材20に仮留めする。この作業
を繰り返して、最下部の小支柱枠51が所定の高さ位置
に到達するまで、小支柱枠51を連結し、支柱枠50を
形成する。その後、再び担持部材60を回転させて、担
持片62をガイドレール21に掛着させると共に、各ガ
イド部材20と各支柱枠50とを紐等で緊結することに
より、本留めを行う。The small supporting frame 51 is temporarily fastened to the guide member 20, and after connecting the other small supporting frames 51, the carrying member 60 is rotated again to release the hanging of the carrying piece 62 on the guide rail 21. , The small column frame 51 is lowered. Then, the supporting member 60 is rotated again to move the supporting piece 62 to the guide rail 2
1 and the horizontal bar 53 at a predetermined height position of the other small prop frame 51 is carried on the carrying piece 62, and the two connected small prop frames 51 are temporarily fastened to the guide member 20. . By repeating this operation, the small pillar frames 51 are connected to form the pillar frame 50 until the lowermost small pillar frame 51 reaches a predetermined height position. After that, the carrying member 60 is rotated again to hang the carrying piece 62 on the guide rail 21, and the guide members 20 and the column frames 50 are tightly connected with each other by a string or the like, so that the main fastening is performed.
【0036】このとき、最初に降下させる小支柱枠51
は、図11に示すように、2本の小支柱枠51下端の横
桟53に予め足場板70を架設し、縦桟52bに補強部
材80を取付けた状態で、2本同時に順次降下させて、
支柱枠50の吊下げ後、ガイドレール21、縦桟52a
に掛止片83を固定させて、ガイドレール21、縦桟5
2a間に補強部材80を取付ける。At this time, the small column frame 51 to be lowered first
As shown in FIG. 11, the scaffolding plate 70 is previously installed on the horizontal rail 53 at the lower end of the two small column frames 51, and the reinforcing members 80 are attached to the vertical rails 52b. ,
After suspending the support frame 50, the guide rail 21 and the vertical rail 52a
By fixing the latching piece 83 to the guide rail 21, the vertical rail 5
The reinforcing member 80 is attached between the 2a.
【0037】最初に架設された足場板70から、順に隣
の支柱枠50に足場板70を架設させてゆくと共に、ガ
イドレール21、縦桟52a、52b間に補強部材80
を取付けてゆく。最後に外側の支柱枠50の下端の横桟
53に揺れ防止部材90を、第3の当て板92を外壁W
に当接させて固定し、図12に示すように、外壁Wに沿
って吊足場10を吊り下げる。The scaffolding plate 70 is first erected, and the scaffolding plate 70 is sequentially erected on the adjacent column frame 50, and the reinforcing member 80 is provided between the guide rail 21 and the vertical rails 52a and 52b.
Install. Finally, the shake prevention member 90 is attached to the horizontal rail 53 at the lower end of the outer support frame 50, and the third pad plate 92 is attached to the outer wall W.
And is fixed thereto, and the suspension scaffolding 10 is suspended along the outer wall W as shown in FIG.
【0038】当然ながら、外壁W全体に吊足場10を設
ける必要はなく、メンテナンスをする範囲に応じて、ガ
イド部材20、支柱枠50の吊り下げ本数を調整して吊
足場10を設けることができる。Of course, it is not necessary to provide the suspension scaffolding 10 on the entire outer wall W, and the suspension scaffolding 10 can be provided by adjusting the number of suspensions of the guide member 20 and the support frame 50 according to the maintenance range. .
【0039】粉塵等が発生するメンテナンスの際には、
図13に示すように、飛散防止シート100を支柱枠5
0の外側に張設し、粉塵の飛散等を防止する。During maintenance where dust or the like is generated,
As shown in FIG. 13, the scattering prevention sheet 100 is attached to the support frame 5
It is installed outside 0 to prevent dust scattering.
【0040】[0040]
【発明の効果】以上説明したように、本発明の請求項1
に記載の吊足場は、断面略C形の管体であるガイドレー
ルと、該ガイドレールの開口と反対側の裏面の上端近傍
に固着された略逆L字形の掛着具とを備えてなり、前記
パラペットに所定の間隔をおいて吊り下げられる複数の
ガイド部材と、建物の屋上床面に載置され、前記ガイド
部材を所望の高さ位置に担持する土台アタッチメント
と、該土台アタッチメントに固定されて、前記ガイド部
材を前記外壁に押圧させて前記パラペットに固定する固
定用ジャッキと、前記ガイド部材に摺動自在に挿入され
る縦桟と、前記ガイド部材に設けられた担持部材により
前記ガイド部材に担持される横桟とを矩形に組み合わせ
てなると共に、前記ガイド部材の所望の高さ位置に固定
された支柱枠と、該隣合う支柱枠間に架設された足場板
と、前記隣合うガイドレール及び支柱枠に連結され、水
平力に抗する補強部材とからなり、建物のパラペットか
ら外壁に沿って吊り下げられるので、隣合う建物との隙
間が狭い狭小地等であっても、メンテナンスすべき建物
の外壁に足場を、確実かつ簡便に設置することができる
という利点がある。また、支柱枠を外壁に沿って吊り下
げて、吊足場を形成するので、前面道路等に足場を組み
立てるためのスペースを確保する必要がないという利点
がある。更にまた、高所作業車を使用する場合のよう
に、作業範囲が限定されることはなく、前面道路に高所
作業車が常駐するようなことはないので、近隣迷惑にな
らないという利点がある。As described above, according to the first aspect of the present invention.
The suspension scaffold described in (1) comprises a guide rail that is a tubular body having a substantially C-shaped cross section, and a substantially inverted L-shaped hooking device that is fixed near the upper end of the back surface opposite to the opening of the guide rail. , A plurality of guide members that are hung at predetermined intervals on the parapet, a base attachment that is placed on the rooftop of the building and carries the guide members at a desired height position, and is fixed to the base attachment Then, the fixing jack for pressing the guide member against the outer wall to fix it to the parapet, the vertical rail slidably inserted into the guide member, and the carrying member provided on the guide member for guiding the guide member. The cross rails carried by the members are combined in a rectangular shape, and the support frame fixed to a desired height position of the guide member, the scaffold plate installed between the adjacent support frames, and the adjoining Guy It is connected to rails and support frames, and consists of a reinforcing member that resists horizontal force, and is suspended from the building's parapets along the outer wall, so maintenance is possible even in small areas where the space between adjacent buildings is narrow. There is an advantage that a scaffold can be surely and easily installed on the outer wall of a building to be built. Further, since the supporting frame is suspended along the outer wall to form the suspended scaffold, there is an advantage that it is not necessary to secure a space for assembling the scaffold on the front road or the like. Furthermore, unlike the case of using an aerial work vehicle, the work range is not limited, and the aerial work vehicle is not resident on the front road, which is an advantage that it does not bother the neighborhood. .
【0041】請求項2に記載の吊足場によれば、前記ガ
イドレールの開口と反対側の裏面に、前記ガイドレール
の軸方向と直交すると共に、前記外壁に当接するように
第1の当て板が設けられているので、外壁を傷つけた
り、汚したりすることなく、前記ガイド部材をパラペッ
トから外壁に沿って吊り下げることができるという利点
がある。According to the suspending scaffold of the second aspect, the first pad plate is provided on the back surface of the guide rail opposite to the opening, so as to be orthogonal to the axial direction of the guide rail and contact the outer wall. Is provided, there is an advantage that the guide member can be suspended from the parapet along the outer wall without damaging or soiling the outer wall.
【0042】請求項3に記載の吊足場によれば、前記土
台アタッチメントは、屋上床面に載置される土台と、該
土台に立設された支柱と、該支柱に挿通されて固着され
た枠体と、該枠体内に設けらると共に前記支柱に挿入さ
れて、前記支柱を噛合する噛合部材と、該噛合部材を上
方へ付勢する付勢部材と、前記枠体に固着されたクラン
プとからなり、前記支柱が前記土台に対して傾動自在に
立設されたことを特徴としているので、土台が載置され
る屋上床面が排水勾配等により水平面に対して傾斜して
いる場合であっても、支柱は水平面に対して直立させる
ことができるので、支柱に挿入された掛着具は、枠体に
垂直に担持されて、ガイドレールを外壁と略平行に吊下
げることができるという利点がある。According to the suspending scaffold of the third aspect, the base attachment is fixed to the base mounted on the rooftop floor, the support erected on the support, and the support attached to the support. A frame body, a meshing member that is provided in the frame body and is inserted into the column to mesh the column, a biasing member that biases the meshing member upward, and a clamp fixed to the frame body. It is characterized in that the pillar is erected so as to be tiltable with respect to the base, so that the rooftop floor on which the base is placed is inclined with respect to the horizontal plane due to a drainage gradient or the like. Even if there is, the pillar can stand upright with respect to the horizontal plane, so that the hanging tool inserted in the pillar can be carried vertically by the frame body and the guide rail can be suspended substantially parallel to the outer wall. There are advantages.
【0043】請求項4に記載の吊足場によれば、前記固
定用ジャッキは、前記土台アタッチメントに摺動自在に
設けた横棒と、該横棒の両端に螺合され、その一端に前
記パラペットの立上り面に当接する第2の当て板を備え
たジャッキボルトと、該各ジャッキボルトに螺合された
ハンドルとを備えてなるので、前記ガイド部材が外壁を
押圧するように、前記ガイド部材と前記第2の当て板と
でパラペットを挟みこむので、ガイド部材を確実にパラ
ペットに固定することができるという利点がある。According to the suspension scaffold of the present invention, the fixing jack is slidably provided on the base attachment so as to be slidable on the base attachment, and is screwed to both ends of the transverse bar, and the parapet is attached to one end thereof. Since the jack bolt is provided with a second contact plate that comes into contact with the rising surface of the and the handle screwed to each of the jack bolts, the guide member and the guide member are pressed so as to press the outer wall. Since the parapet is sandwiched between the second pad and the second pad plate, there is an advantage that the guide member can be securely fixed to the parapet.
【0044】請求項5に記載の吊足場によれば、前記支
柱枠は、複数の支柱枠が直列に連結されたものであり、
一方の支柱枠の各々縦桟の端部に、それぞれ軸と直交す
る方向に挿通孔が形成された凸部または凹部が設けられ
て、他方の支柱枠の各々縦桟の端部に、それぞれ軸と直
交する方向に挿通孔が形成された凹部または凸部が設け
られて、嵌合された凸部、凹部の挿通孔に止め具が挿通
されて、支柱枠が連結されたことを特徴としているの
で、小支柱枠の長さを所望の長さ単位に設定することが
できるので、運搬が便利であると共に、ガイドレールへ
の挿入が容易であるという利点がある。また、小支柱枠
の各々縦桟の端部に設けられた凸部または凹部と、他方
の支柱枠の各々縦桟の端部に設けられた凹部または凸部
を嵌合させることにより、小支柱枠を連結するので、小
支柱枠の連結が容易であるという利点がある。According to the suspending scaffold of the fifth aspect, the support frame is formed by connecting a plurality of support frames in series,
A protrusion or a recess having an insertion hole formed in a direction orthogonal to the axis is provided at an end of each vertical bar of one of the support frames, and an end of each vertical bar of the other support frame is provided with an axis of each of the vertical bars. It is characterized in that a concave portion or a convex portion having an insertion hole formed in a direction orthogonal to is provided, and a stopper is inserted through the insertion hole of the fitted convex portion or concave portion to connect the support frame. Therefore, the length of the small strut frame can be set in a desired length unit, which is advantageous in that it is convenient to carry and easy to insert into the guide rail. In addition, by fitting the convex portion or the concave portion provided at the end of each vertical bar of the small column frame with the concave portion or the convex portion provided at the end of each vertical bar of the other column frame, the small column Since the frames are connected, there is an advantage that the small support frames can be easily connected.
【0045】請求項6に記載の吊足場によれば、前記担
持部材は、前記ガイドレールの開口近傍に、前記ガイド
レールの長手方向とその軸方向とが平行に、周方向に回
転自在に設けられた回転ロッドと、該回転ロッドの側方
に、軸と直交する方向に突設された担持片とからなるこ
とを特徴としているので、小支柱枠をガイド部材に仮留
めすることができるので、人手を要することなく容易に
小支柱枠を連結することができるという利点がある。According to the sixth aspect of the present invention, the supporting member is provided near the opening of the guide rail so that the longitudinal direction of the guide rail and the axial direction thereof are parallel to each other and are rotatable in the circumferential direction. It is characterized in that it comprises a rotating rod and a carrying piece protruding laterally from the rotating rod in a direction orthogonal to the axis, so that the small column frame can be temporarily fastened to the guide member. However, there is an advantage that the small column frames can be easily connected without requiring manpower.
【0046】請求項7に記載の吊足場によれば、前記補
強部材は、掛止片に掛止されるものであって、該掛止片
は、その中央部分が曲成されて、前記ガイドレール及び
支柱枠の縦桟が挟持される挟持部と、該挟持片の両縁に
固着されたフックとからなるので、外壁とガイドレー
ル、縦桟の間隔が極めて狭い場合であっても、フックが
外壁に当接することがないので、補強部材を確実に取り
付けることができるという利点がある。According to a seventh aspect of the present invention, the reinforcing member is hooked on a hooking piece, and the hooking piece is bent at a central portion thereof to form the guide. Since the rail and the vertical frame of the support frame are sandwiched by the sandwiching portion and the hooks fixed to both edges of the sandwiching piece, even if the distance between the outer wall, the guide rail, and the vertical strip is extremely small, the hook is formed. Since it does not contact the outer wall, there is an advantage that the reinforcing member can be securely attached.
【0047】請求項8に記載の吊足場によれば、前記支
柱枠の下端近傍の横桟には、該横桟に着脱自在に固定さ
れる着脱部と、該着脱部に固着され、その一端に前記外
壁と当接する第3の当て板が設けられた支持棒とを備え
てなる揺れ防止部材が設けられているので、外壁面と第
3の当て板の当接面に摩擦力が生じて、作業時に支柱枠
が横方向に揺れることを防止し、作業上の安全性を確保
することができるというできるという利点がある。According to the suspending scaffold of the present invention, an attaching / detaching portion detachably fixed to the horizontal rail and a first end of the attaching / detaching portion are attached to the horizontal rail near the lower end of the column frame. Since the shaking prevention member including the support rod provided with the third contact plate that contacts the outer wall is provided on the outer wall, a frictional force is generated between the outer wall surface and the contact surface of the third contact plate. There is an advantage that it is possible to prevent the support frame from swaying in the lateral direction at the time of work and ensure work safety.
【図1】本発明の実施の形態に係る吊足場の屋上側から
見た概略構成を示す斜視図である。FIG. 1 is a perspective view showing a schematic configuration of a suspension scaffold according to an embodiment of the present invention viewed from a roof upper side.
【図2】ガイド部材、担持部材の概略構成を示す斜視図
である。FIG. 2 is a perspective view showing a schematic configuration of a guide member and a carrying member.
【図3】土台アタッチメント、固定用ジャッキの概略構
成を示す斜視図である。FIG. 3 is a perspective view showing a schematic configuration of a base attachment and a fixing jack.
【図4】本実施の形態の一例を示す斜視図である。FIG. 4 is a perspective view showing an example of the present embodiment.
【図5】本実施の形態の一例を示す斜視図である。FIG. 5 is a perspective view showing an example of the present embodiment.
【図6】小支柱枠の概略構成を示す斜視図である。FIG. 6 is a perspective view showing a schematic configuration of a small column frame.
【図7】支柱枠の概略構成を示す斜視図である。FIG. 7 is a perspective view showing a schematic configuration of a support frame.
【図8】支柱枠の連結の示す図である。FIG. 8 is a view showing the connection of the support frames.
【図9】掛止片を示す斜視図である。FIG. 9 is a perspective view showing a hooking piece.
【図10】掛止片を示す斜視図である。FIG. 10 is a perspective view showing a hooking piece.
【図11】本実施形態の一例を示す斜視図である。FIG. 11 is a perspective view showing an example of the present embodiment.
【図12】本発明の実施の形態に係る吊足場の外壁側か
ら見た概略構成を示す斜視図である。FIG. 12 is a perspective view showing a schematic configuration of the suspension scaffold according to the embodiment of the present invention as viewed from the outer wall side.
【図13】吊足場の外側に飛散防止シートを張設した状
態の吊足場を示す斜視図である。FIG. 13 is a perspective view showing the suspended scaffold in a state where a scattering prevention sheet is stretched outside the suspended scaffold.
10 吊足場 20 ガイド部材 21 ガイドレール 22 第1の当て板 23 掛着具 30 土台アタッチメント 31 土台 32 支柱 33 枠体 34 噛合部材 35 付勢部材 36 クランプ 40 固定用ジャッキ 41 横棒 42 第2の当て板 43 ジャッキボルト 44 ハンドル 50 支柱枠 52a、52b 縦桟 53 横桟 60 担持部材 70 足場板 80 補強部材 90 揺れ防止部材 F 屋上床面 P パラペット W 外壁 10 suspended scaffolding 20 Guide member 21 Guide rail 22 First patch 23 Hanging fittings 30 base attachment 31 foundation 32 props 33 frame 34 Mating member 35 biasing member 36 clamps 40 fixing jack 41 horizontal bar 42 Second patch 43 jack bolt 44 handle 50 prop frame 52a, 52b Vertical bar 53 horizontal rail 60 carrying member 70 scaffolding board 80 Reinforcement member 90 Anti-shake member F roof floor P parapet W outer wall
───────────────────────────────────────────────────── フロントページの続き (72)発明者 有吉 勇一 大阪市北区大淀中1丁目1番88号 積水 ハウス株式会社内 (72)発明者 藤本 栄二 尼崎市水堂町1−19−10 (56)参考文献 特開 平5−106336(JP,A) 実開 平7−29193(JP,U) 特公 平2−59901(JP,B2) (58)調査した分野(Int.Cl.7,DB名) E04G 3/04 - 3/10 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Yuichi Ariyoshi 1-1-88 Oyodochu, Kita-ku, Osaka Inside Sekisui House Co., Ltd. (72) Eiji Fujimoto 1-19-10 Suidocho, Amagasaki (56 ) References JP-A-5-106336 (JP, A) Jitsukai HEI 7-29193 (JP, U) JP-B 2-59901 (JP, B2) (58) Fields investigated (Int.Cl. 7 , DB) Name) E04G 3/04-3/10
Claims (8)
下げられた吊足場であって、断面略C形の管体であるガ
イドレールと、該ガイドレールの開口と反対側の裏面の
上端近傍に固着された略逆L字形の掛着具とを備えてな
り、前記パラペットに所定の間隔をおいて吊り下げられ
る複数のガイド部材と、建物の屋上床面に載置され、前
記ガイド部材を所望の高さ位置に担持する土台アタッチ
メントと、該土台アタッチメントに固定されて、前記ガ
イド部材を前記外壁に押圧させて前記パラペットに固定
する固定用ジャッキと、前記ガイド部材に摺動自在に挿
入される縦桟と、前記ガイド部材に設けられた担持部材
により前記ガイド部材に担持される横桟とを矩形に組み
合わせてなると共に、前記ガイド部材の所望の高さ位置
に固定された支柱枠と、該隣合う支柱枠間に架設された
足場板と、前記隣合うガイドレール及び支柱枠に連結さ
れ、水平力に抗する補強部材とからなることを特徴とす
る吊足場。1. A suspension scaffold suspended from a parapet of a building along an outer wall, the guide rail being a tubular body having a substantially C-shaped cross section, and the vicinity of the upper end of the back surface opposite to the opening of the guide rail. A plurality of guide members, which are fixed to each other, are attached to the parapet at predetermined intervals, and the guide members are placed on the rooftop of the building, and the guide members are desired. At a height position, a fixing jack fixed to the base attachment and fixed to the parapet by pressing the guide member against the outer wall, and slidably inserted into the guide member. A column frame in which a vertical crosspiece and a horizontal crosspiece carried by the guide member by a carrying member provided on the guide member are combined in a rectangular shape, and fixed at a desired height position of the guide member. And a scaffold plate installed between the adjacent support frames, and a reinforcing member that is connected to the adjacent guide rails and support frames and resists horizontal force.
に、前記ガイドレールの軸方向と直交すると共に、前記
外壁に当接するように第1の当て板が設けられたことを
特徴とする請求項1に記載の吊足場。2. A first backing plate is provided on a back surface of the guide rail opposite to the opening thereof so as to be orthogonal to the axial direction of the guide rail and to come into contact with the outer wall. The hanging scaffold according to Item 1.
載置される土台と、該土台に立設された支柱と、該支柱
に挿通されて固着された枠体と、該枠体内に設けられる
と共に前記支柱に挿入されて、前記支柱を噛合する噛合
部材と、該噛合部材を上方へ付勢する付勢部材と、前記
枠体に固着されたクランプとからなり、前記支柱が前記
土台に対して傾動自在に立設されたことを特徴とする請
求項1に記載の吊足場。3. The base attachment is provided in the frame, a base placed on a rooftop floor, a pillar standing on the base, a frame body inserted and fixed to the pillar, and fixed to the frame body. And a support member that is inserted into the support together with the support to engage the support, an urging member that urges the support upward, and a clamp fixed to the frame. The suspended scaffold according to claim 1, wherein the suspension scaffold is erected so as to be tiltable.
チメントに摺動自在に設けた横棒と、該横棒の両端に螺
合され、その一端に前記パラペットの立上り面に当接す
る第2の当て板を備えたジャッキボルトと、該各ジャッ
キボルトに螺合されたハンドルとを備えてなることを特
徴とすることを特徴とする請求項1に記載の吊足場。4. The fixing jack is provided with a horizontal bar slidably provided on the base attachment, and a second pad that is screwed to both ends of the horizontal bar and has one end abutting against a rising surface of the parapet. The suspension scaffold according to claim 1, comprising a jack bolt having a plate and a handle screwed to each jack bolt.
結されたものであり、一方の支柱枠の各々縦桟の端部
に、それぞれ軸と直交する方向に挿通孔が形成された凸
部または凹部が設けられて、他方の支柱枠の各々縦桟の
端部に、それぞれ軸と直交する方向に挿通孔が形成され
た凹部または凸部が設けられて、嵌合された凸部、凹部
の挿通孔に止め具が挿通されて、支柱枠が連結されたこ
とを特徴とする請求項1に記載の吊足場。5. The support frame is formed by connecting a plurality of support frames in series, and an insertion hole is formed at an end of each vertical bar of one support frame in a direction orthogonal to an axis. A convex portion or a concave portion is provided, and a concave portion or a convex portion in which an insertion hole is formed in a direction orthogonal to the axis is provided at an end portion of each vertical rail of the other support frame, and the fitted convex portion is provided. The suspension scaffold according to claim 1, wherein a stopper is inserted into the insertion hole of the recess to connect the support frame.
口近傍に、前記ガイドレールの長手方向とその軸方向と
が平行に、周方向に回転自在に設けられた回転ロッド
と、該回転ロッドの側方に、軸と直交する方向に突設さ
れた担持片と、からなることを特徴とする請求項1に記
載の吊足場。6. The supporting member includes a rotating rod provided in the vicinity of an opening of the guide rail so that the longitudinal direction of the guide rail and an axial direction thereof are parallel to each other, and the rotating rod is rotatable in a circumferential direction. The suspension scaffold according to claim 1, comprising a supporting piece that is provided laterally so as to project in a direction orthogonal to the axis.
のであって、該掛止片は、その中央部分が曲成されて、
前記ガイドレール及び支柱枠の縦桟が挟持される挟持部
と、該挟持片の両縁に固着されたフックと、からなるこ
とを特徴とする請求項1に記載の吊足場。7. The reinforcing member is hooked to a hooking piece, and the hooking piece has a central portion bent,
The hanging scaffold according to claim 1, comprising a sandwiching portion in which the guide rail and the vertical rail of the support frame are sandwiched, and hooks secured to both edges of the sandwiching piece.
桟に着脱自在に固定される着脱部と、該着脱部に固着さ
れ、その一端に前記外壁と当接する第3の当て板が設け
られた支持棒とを備えてなる揺れ防止部材が設けられた
ことを特徴とする請求項1に記載の吊足場。8. A horizontal rail near the lower end of the support frame, a detachable portion detachably fixed to the horizontal rail, and a third pad fixed to the detachable portion and having one end abutting the outer wall. The suspension scaffolding according to claim 1, further comprising: a shake prevention member including a support rod provided with a plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001045507A JP3439196B2 (en) | 2001-02-21 | 2001-02-21 | Hanging scaffold |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001045507A JP3439196B2 (en) | 2001-02-21 | 2001-02-21 | Hanging scaffold |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2002242423A JP2002242423A (en) | 2002-08-28 |
JP3439196B2 true JP3439196B2 (en) | 2003-08-25 |
Family
ID=18907294
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001045507A Expired - Fee Related JP3439196B2 (en) | 2001-02-21 | 2001-02-21 | Hanging scaffold |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3439196B2 (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FI121856B (en) * | 2009-11-23 | 2011-05-13 | Tommi Ojanen | WALL COVERING EQUIPMENT |
JP6491449B2 (en) * | 2014-10-01 | 2019-03-27 | 日綜産業株式会社 | Suspended scaffolding |
CN108915236A (en) * | 2018-07-26 | 2018-11-30 | 中船第九设计研究院工程有限公司 | A kind of hanging basket connection system |
CN112627565B (en) * | 2020-12-21 | 2022-02-22 | 美晟通科技(苏州)有限公司 | Suspension mechanism of building curtain wall cleaning device and using method thereof |
CN116138584B (en) * | 2023-01-05 | 2024-10-15 | 郑州利生科教设备有限公司 | Hanging type apartment bed |
-
2001
- 2001-02-21 JP JP2001045507A patent/JP3439196B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JP2002242423A (en) | 2002-08-28 |
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