JP2519115B2 - Gondola scaffolding equipment - Google Patents
Gondola scaffolding equipmentInfo
- Publication number
- JP2519115B2 JP2519115B2 JP2062409A JP6240990A JP2519115B2 JP 2519115 B2 JP2519115 B2 JP 2519115B2 JP 2062409 A JP2062409 A JP 2062409A JP 6240990 A JP6240990 A JP 6240990A JP 2519115 B2 JP2519115 B2 JP 2519115B2
- Authority
- JP
- Japan
- Prior art keywords
- gondola
- building
- scaffold
- scaffolding
- wall surface
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Landscapes
- Movable Scaffolding (AREA)
Description
【発明の詳細な説明】 [発明の目的] (産業上の利用分野) 本発明は、建築工事に用いられるゴンドラ足場装置に
関する。DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Field of Industrial Application) The present invention relates to a gondola scaffolding device used for construction work.
(従来の技術) 建物の外壁面は常に外部環境に晒されているため、風
雨や熱等の影響による汚損が生じ易い。そのため定期的
に外壁面の清掃や補修を行う必要があり、これらの作業
を行う場合は補修作業用の足場を建築物の外周に建て込
む。(Prior Art) Since the outer wall surface of a building is always exposed to the external environment, it is likely to be contaminated due to the influence of wind, rain, heat, and the like. Therefore, it is necessary to regularly clean and repair the outer wall surface. When performing these works, a scaffold for repair work is built on the outer periphery of the building.
従来の一般的な作業足場には本足場、枠組み足場、ゴ
ンドラ足場等が知られている。本足場や枠組み足場は、
地上から建物全体の外周を囲うように組上げるものであ
る。またゴンドラ足場は建物の屋上から作業床となるゴ
ンドラを吊下げ、これを作業領域の移動に伴って移動さ
せるものである。Known conventional work scaffolds are a main scaffold, a frame scaffold, and a gondola scaffold. Main scaffolds and framework scaffolds
It is assembled from the ground to surround the entire building. In addition, the gondola scaffold suspends a gondola that serves as a work floor from the roof of the building, and moves this as the work area moves.
ところで、上述した本足場や枠組み足場は、作業性に
優れている反面、組立て及び解体にかなりの手間と費用
を要し、また高さ50m程度までが安全上の限界とされて
いる。しかも、建物の外周全体を囲むことから、特に既
存建物の外壁改修工事等の場合、各住居室への日照を妨
げ、住居者に対し著しい圧迫感を与えるという難点を抱
えている。By the way, the main scaffold and the frame scaffold described above are excellent in workability, but on the other hand, they require considerable labor and cost for assembling and disassembling, and the safety limit is about 50 m in height. In addition, since the entire outer circumference of the building is surrounded, there is a problem that the occupancy of the living room is hindered and the residents are remarkably oppressed, especially in the case of repairing the outer wall of the existing building.
これに対しゴンドラ足場は、本足場や枠組み足場では
高さ的に対応が困難な高層建築物に適し、しかも居住者
に対する影響も比較的少ない。On the other hand, the gondola scaffolding is suitable for high-rise buildings where it is difficult to deal with the height of the main scaffolding or the frame scaffolding, and the impact on residents is relatively small.
しかしながら、このゴンドラ足場は、作業領域の移動
に伴ってゴンドラを何度も移動しなければならないとい
う宿命を有しており、したがって、作業性においては上
述した本足場や枠組み足場等より劣る。However, this gondola scaffold has the fate of having to move the gondola many times as the work area moves, and thus is inferior in workability to the above-described main scaffold, frame scaffold, and the like.
そこで、複数のゴンドラ足場を建築物の壁面に沿って
横方向に配列し、各ゴンドラを建築物の屋上からつり下
げ支持している突梁と上記ゴンドラとの間に防護用の金
網やシートを張設することで、横方向の作業領域を拡大
し、これをもって作業能率の改善を図らんとする方法が
ある。Therefore, a plurality of gondola scaffolds are arranged laterally along the wall surface of the building, and a gauze or sheet for protection is provided between the projecting beam that supports each gondola suspended from the roof of the building and the above gondola. There is a method in which the work area in the lateral direction is expanded by tensioning the work area to improve the work efficiency.
(発明が解決しようとする課題) しかしながら、かかる作業用足場の構築においては防
護用の金網やシートを建築物壁面の修復作業領域のほぼ
全面に亘って張設する必要がある。通常の枠組み足場等
の場合、これら防護用の金網やシートは足場に全面的に
直接固定できるが、ゴンドラ足場を用いた足場において
は、金網やシートを直接固定できる場所を十分確保する
ことができない。よって、強風や積雪等の厳しい自然条
件の中では金網やシートを安全かつ強固な状態に保って
おくことが難しくなってくる。(Problems to be Solved by the Invention) However, in constructing such a scaffold for work, it is necessary to stretch a protective wire mesh or a sheet over substantially the entire repair work area of the building wall surface. In the case of ordinary frame scaffolds, these protective wire nets and sheets can be fixed directly to the scaffolds entirely, but in scaffolds using gondola scaffolds, it is not possible to secure sufficient locations where the wire nets and sheets can be directly fixed. . Therefore, it becomes difficult to keep the wire mesh and the sheet safe and strong under severe natural conditions such as strong winds and snow.
本発明はこのような課題を解決するためのもので、ゴ
ンドラ足場を用いて建築物壁面の修復等を行う作業足場
の構造において、防護網や防護シートの張設面積を必要
最小限に抑えることができ、しかも防護網や防護シート
を安全かつ強固に張設することのできるゴンドラ足場装
置の提供を目的とする。The present invention is intended to solve such a problem, and in a structure of a work scaffold for repairing a building wall surface using a gondola scaffold, it is necessary to minimize a stretched area of a protective net or a protective sheet. It is an object of the present invention to provide a gondola scaffolding device that can be stretched and can safely and firmly stretch a protective net and a protective sheet.
[発明の構成] (課題を解決するための手段) 本発明は上記目的を達成するために、建築物の上部に
複数の突梁を付設し、各突梁からそれぞれ索条を介して
昇降自在な複数のゴンドラ足場を前記建築物の壁面に沿
って横方向に配列すると共に、前記各ゴンドラ足場上
の、天井部分を含む作業空間を少なくとも前記建築物の
壁面側を除いて防護網或いは防護シートで全体的に囲っ
てなることを特徴とするものである。[Structure of the Invention] (Means for Solving the Problems) In order to achieve the above-mentioned object, the present invention has a plurality of projecting beams attached to the upper part of a building, and can be raised and lowered from each projecting beam through a line. A plurality of such gondola scaffolds are arranged laterally along the wall surface of the building, and the working space on each of the gondola scaffolds including the ceiling portion is protected except at least the wall surface side of the building. It is characterized by being surrounded entirely by.
(作用) 本発明のゴンドラ足場装置は、上述したように各ゴン
ドラ足場上の作業空間を防護網或いは防護シートで全体
的に囲い、ゴンドラ足場からの落下事故を防護し得るよ
うに構成されているので、従来のように防護網や防護シ
ートを建築物壁面の修復作業領域の全面に亘って張設す
る必要がなくなり、防護網や防護シートの張設面積を必
要最小限に抑えることができる。しかも、防護網や防護
シートをゴンドラに直接固定できるので、防護網や防護
シートを張設するための特別な付帯設備を要することな
く、防護網や防護シートを強固に張設できる。したがっ
て、特に高層建築物等、強い風雨に晒される状況下での
利用に最適な作業足場を実現できる。(Operation) As described above, the gondola scaffolding device of the present invention is configured so that the work space on each gondola scaffold is entirely surrounded by a protective net or a protective sheet so that a fall accident from the gondola scaffolding can be protected. Therefore, unlike the conventional case, it is not necessary to stretch the protective net or the protective sheet over the entire surface of the repair work area of the building wall surface, and the stretched area of the protective net or the protective sheet can be minimized. Moreover, since the protective net or the protective sheet can be directly fixed to the gondola, the protective net or the protective sheet can be firmly stretched without requiring any special auxiliary equipment for stretching the protective net or the protective sheet. Therefore, it is possible to realize an optimal work scaffold for use especially in a situation where it is exposed to strong wind and rain such as a high-rise building.
(実施例) 以下、本発明の実施例を図面を参照しつつ説明する。(Example) Hereinafter, an example of the present invention will be described with reference to the drawings.
第1図は本発明の一実施例のゴンドラ足場装置の構成
を説明するための断面図、第2図は第1図のゴンドラ足
場装置の全体を示す斜視図、第3図は第2図の立面図で
ある。1 is a cross-sectional view for explaining the structure of a gondola scaffolding device according to an embodiment of the present invention, FIG. 2 is a perspective view showing the entire gondola scaffolding device of FIG. 1, and FIG. It is an elevation view.
これらの図に示すように、本実施例のゴンドラ足場装
置は、建物1の屋上部分において、先端が建物1の壁面
から突出するように付設された複数の支持梁10からそれ
ぞれ吊りワイヤロープ20を介して昇降自在な複数のゴン
ドラ足場30を建物1の壁面に沿って横方向に配列せしめ
てなる。As shown in these drawings, in the gondola scaffolding apparatus of the present embodiment, a suspension wire rope 20 is attached to each of a plurality of support beams 10 attached so that their tips project from the wall surface of the building 1 on the roof of the building 1. A plurality of gondola scaffolds 30 that can be moved up and down through are arranged laterally along the wall surface of the building 1.
上述の各支持梁10は、例えば建物1の屋上部分に設け
られたパラペット等にほぼ均等な間隔を置いて仮設的に
固定され、各支持梁10にはそれぞれ2本の吊りワイヤロ
ープ20が結着されており、各吊りワイヤロープ20の下端
は、ゴンドラ足場30の架台31に巻上げ機32、33を介して
それぞれ結着されている。また、ゴンドラ足場30に備え
られた全ての巻上げ機32、33はそれぞれ連動式となって
おり、これらの巻上げ機32、33は屋上や地上または室内
からの遠隔操作で作動するようになっている。そしてこ
のゴンドラ足場30は、全体的にほぼ水平な状態を保ちな
がら建物1の壁面に沿って昇降するようになっている。Each of the above-mentioned support beams 10 is temporarily fixed to, for example, a parapet or the like provided on the roof portion of the building 1 at substantially equal intervals, and two suspension wire ropes 20 are connected to each of the support beams 10. The lower ends of the respective hanging wire ropes 20 are attached to a frame 31 of the gondola scaffolding 30 via hoisting machines 32 and 33, respectively. Further, all the hoisting machines 32, 33 provided on the gondola scaffolding 30 are interlocking type, and these hoisting machines 32, 33 can be operated by remote control from the rooftop, the ground or the room. . And this gondola scaffolding 30 is designed to ascend and descend along the wall surface of the building 1 while maintaining a generally horizontal state.
また、このゴンドラ足場30は、建物1側を除く周囲を
天井部分を含めて金属パイプ等を用いた骨組34で囲って
おり、この骨組34の外側には防護網や防護シート等の養
生ネット35が被装されている。これにより、ゴンドラ足
場30からの落下防止、降雨降雪時の供えがなされてい
る。さらに、このゴンドラ足場30の架台31には、この足
場30を建物1の壁面に沿って円滑に昇降させるためのガ
イドローラ36が取付けられている。In addition, the gondola scaffold 30 is surrounded by a skeleton 34 using a metal pipe and the like including the ceiling portion except the building 1 side, and a protective net 35 such as a protective net or a protective sheet is provided outside the skeleton 34. Are covered. This prevents falling from the gondola scaffolding 30 and offers during rain and snowfall. Further, a guide roller 36 for smoothly moving the scaffold 30 up and down along the wall surface of the building 1 is attached to the frame 31 of the gondola scaffold 30.
さて、この実施例のゴンドラ足場装置の第1の特徴
は、ゴンドラ足場30を建物1の周壁面の隣接する2辺に
跨がるような配置状態で建物1の屋上部分から吊下げた
ところにある。これにより、風等によるゴンドラ足場30
の横揺れは一部の方向において安全上全く問題にならな
い程度までに押さえることが可能となる。Now, the first characteristic of the gondola scaffolding device of this embodiment is that the gondola scaffolding 30 is hung from the roof part of the building 1 in such a state that the gondola scaffolding 30 straddles two adjacent sides of the peripheral wall surface of the building 1. is there. As a result, the gondola scaffolding 30 due to wind etc.
It is possible to suppress the rolling of the car in some directions to such an extent that it does not pose any safety problem.
さらに周壁面の3辺、4辺といった具合に、ゴンドラ
足場30が跨がる壁面の辺を増やし、最終的に建物1の全
周をゴンドラ足場30で囲ってしまうことにより、ゴンド
ラ足場30の横揺れは全ての方向において安全上全く問題
にならない程度までに押さえることが可能である。ま
た、このようにしてゴンドラ足場30を横に長く繋いだ構
成とすることで、ゴンドラ足場30の一回の移動位置での
作業領域が拡大し、さらに建物1の全周をゴンドラ足場
30で囲うことにより、フロア単位で作業を行うことが可
能となる。Furthermore, by increasing the number of sides of the wall on which the gondola scaffolding 30 straddles, such as 3 sides and 4 sides of the surrounding wall surface, and finally enclosing the entire circumference of the building 1 with the gondola scaffolding 30, The shaking can be suppressed in all directions to the extent that it does not pose a safety problem at all. In addition, by constructing the gondola scaffolding 30 horizontally long in this way, the working area at one movement position of the gondola scaffolding 30 is expanded, and further, the entire circumference of the building 1 is covered with the gondola scaffolding.
Surrounding with 30 makes it possible to work on a floor-by-floor basis.
また本実施例のゴンドラ足場装置の第2の特徴は、ゴ
ンドラ足場30に防護網や防護シート等の養生ネット35を
直接張設して、養生ネット35でゴンドラ足場30上の作業
空間をその天井面を含めて全体的に囲った点にある。即
ち、ゴンドラ足場30上の作業空間自体を養生ネット35で
全体的に囲ったことで、従来のように養生ネットを建物
壁面の修復作業領域の全面に亘って張設する必要がなく
なり、養生ネットの張設面積を必要最小限に抑えること
ができる。しかも、養生ネット35をゴンドラ足場30に直
接固定できるので、養生ネット35を張設するための特別
な付帯設備を要することなく養生ネット35を強固に張設
固着できる。したがって、特に高層建築物等、強い風雨
に晒される状況下での利用に最適な作業足場を実現でき
る。The second characteristic of the gondola scaffolding device of this embodiment is that a protective net 35 such as a protective net or a protective sheet is directly stretched on the gondola scaffold 30 and the working space on the gondola scaffold 30 is ceilinged by the curing net 35. It is at the point surrounded by the whole surface including the surface. That is, since the work space itself on the gondola scaffolding 30 is entirely surrounded by the curing net 35, it is not necessary to stretch the curing net over the entire surface of the repair work area of the building wall unlike the conventional case. It is possible to minimize the stretched area of. Moreover, since the curing net 35 can be directly fixed to the gondola scaffolding 30, the curing net 35 can be firmly stretched and fixed without any special auxiliary equipment for stretching the curing net 35. Therefore, it is possible to realize an optimal work scaffold for use especially in a situation where it is exposed to strong wind and rain such as a high-rise building.
尚、上述した実施例のゴンドラ足場30には作業床が一
段しか設けられていないが、複数段設けてもかまわな
い。また、上述した本実施例ではゴンドラ足場30を昇降
させるための巻上げ機32、33をゴンドラ足場30側に設け
たが、支持梁10側に設けても勿論よい。Although the work floor is provided in only one step on the gondola scaffold 30 of the above-described embodiment, a plurality of steps may be provided. Further, although the hoisting machines 32 and 33 for raising and lowering the gondola scaffold 30 are provided on the side of the gondola scaffold 30 in the above-described embodiment, it is of course possible to provide the hoisting machines 32, 33 on the side of the support beam 10.
さらに、ゴンドラ足場30の昇降操作については、ゴン
ドラ足場30に乗った作業員自らの操作で行うようにして
もよい。Further, the lifting and lowering operation of the gondola scaffold 30 may be performed by the operation of the worker himself / herself who rides on the gondola scaffold 30.
[発明の効果] 以上説明したように本発明のゴンドラ足場装置によれ
ば、ゴンドラ足場上の作業空間自体を防護網或いは防護
シートで全体的に囲ってゴンドラ足場からの落下事故を
防止し得るように構成されているので、従来のように防
護網や防護シートを建築物壁面の修復作業領域の全面に
亘って張設する必要がなくなり、防護網や防護シートの
張設面積を必要最小限に抑えることができる。しかも、
防護網や防護シートをゴンドラに直接固定できるので、
防護網や防護シートを張設するための特別な付帯設備を
要することなく、防護網や防護シートを強固に張設でき
る。したがって、特に高層建築物等、強い風雨に晒され
る状況下での利用に最適な作業足場を実現できる。[Effects of the Invention] As described above, according to the gondola scaffolding device of the present invention, the work space itself on the gondola scaffolding can be entirely surrounded by a protective net or a protective sheet to prevent a fall accident from the gondola scaffolding. Since it is configured as above, it is not necessary to stretch the protective net or protective sheet over the entire surface of the repair work area of the building wall as in the conventional case, and the stretched area of the protective net or protective sheet can be minimized. Can be suppressed. Moreover,
Since the protective net and protective sheet can be fixed directly to the gondola,
It is possible to firmly stretch the protective net and the protective sheet without requiring any special auxiliary equipment for stretching the protective net and the protective sheet. Therefore, it is possible to realize an optimal work scaffold for use especially in a situation where it is exposed to strong wind and rain such as a high-rise building.
第1図は本発明の一実施例のゴンドラ足場装置の構成を
説明するための断面図、第2図は第1図のゴンドラ足場
装置の全体を示す斜視図、第3図は第2図の立面図であ
る。 1……建物、10……支持梁、20……吊りワイヤロープ、
30……ゴンドラ足場、31……架台、32、33……巻上げ
機、34……骨組、35……養生ネット。1 is a cross-sectional view for explaining the structure of a gondola scaffolding device according to an embodiment of the present invention, FIG. 2 is a perspective view showing the entire gondola scaffolding device of FIG. 1, and FIG. It is an elevation view. 1 ... Building, 10 ... Support beam, 20 ... Hanging wire rope,
30 …… Gondola scaffolding, 31 …… Stand, 32,33 …… Hoisting machine, 34 …… Frame, 35 …… Curing net.
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭56−3761(JP,A) 特開 昭55−39561(JP,A) ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-56-3761 (JP, A) JP-A-55-39561 (JP, A)
Claims (1)
梁からそれぞれ索条を介して昇降自在な複数のドンドラ
足場を前記建築物の壁面に沿って横方向に配列すると共
に、前記各ゴンドラ足場上の、天井部分を含む作業空間
を少なくとも前記建築物の壁面側を除いて防護網或いは
防護シートで全体的に囲ってなることを特徴とするゴン
ドラ足場装置。1. A plurality of projecting beams are attached to an upper part of a building, and a plurality of dondra scaffolds that can be raised and lowered from each projecting beam via a line are arranged in a lateral direction along a wall surface of the building. The gondola scaffolding device is characterized in that the work space including the ceiling portion on each of the gondola scaffolds is entirely surrounded by a protective net or a protective sheet except at least the wall surface side of the building.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2062409A JP2519115B2 (en) | 1990-03-13 | 1990-03-13 | Gondola scaffolding equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2062409A JP2519115B2 (en) | 1990-03-13 | 1990-03-13 | Gondola scaffolding equipment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03262868A JPH03262868A (en) | 1991-11-22 |
JP2519115B2 true JP2519115B2 (en) | 1996-07-31 |
Family
ID=13199318
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2062409A Expired - Lifetime JP2519115B2 (en) | 1990-03-13 | 1990-03-13 | Gondola scaffolding equipment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2519115B2 (en) |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5539561A (en) * | 1978-09-13 | 1980-03-19 | Nisso Sangyo Kk | Gondola device |
JPS563761A (en) * | 1979-06-22 | 1981-01-16 | Nippon Biso Kk | Device for working peripheral wall surface of building |
-
1990
- 1990-03-13 JP JP2062409A patent/JP2519115B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH03262868A (en) | 1991-11-22 |
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