JPH03262868A - Work scaffolding - Google Patents

Work scaffolding

Info

Publication number
JPH03262868A
JPH03262868A JP6240990A JP6240990A JPH03262868A JP H03262868 A JPH03262868 A JP H03262868A JP 6240990 A JP6240990 A JP 6240990A JP 6240990 A JP6240990 A JP 6240990A JP H03262868 A JPH03262868 A JP H03262868A
Authority
JP
Japan
Prior art keywords
building
scaffolding
scaffold
suspended
work
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
JP6240990A
Other languages
Japanese (ja)
Other versions
JP2519115B2 (en
Inventor
Yasuo Ishii
石井 泰郎
Kunio Nogami
能上 邦夫
Seiki Suyama
須山 清記
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.)
AWAA BUREEN KANKYO SEKKEI KK
Mitsubishi Corp
Original Assignee
AWAA BUREEN KANKYO SEKKEI KK
Mitsubishi 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=13199318&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=JPH03262868(A) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by AWAA BUREEN KANKYO SEKKEI KK, Mitsubishi Corp filed Critical AWAA BUREEN KANKYO SEKKEI KK
Priority to JP2062409A priority Critical patent/JP2519115B2/en
Publication of JPH03262868A publication Critical patent/JPH03262868A/en
Application granted granted Critical
Publication of JP2519115B2 publication Critical patent/JP2519115B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)

Abstract

PURPOSE:To reduce rolling caused by wind and the like by providing plural protruding beams additionally on the upper part of a building, and hanging an elevating scaffolding from each protruding beam through ropes in such a way as to be disposed across at least two adjoining sides of the peripheral wall surface of the building. CONSTITUTION:Supporting beams 10 are temporarily fixed, at approximately equal intervals, on a parapet or the like provided on the roof part of a building 1. Two wire ropes 20 are stretched from each beam 10, and the lower ends of the ropes 20 are bound to the stand 31 of a scaffolding 30. The scaffolding 30 is peripherally surrounded by a frame 34, and a curing net 35 is provided at the outer side of the frame 34. The scaffolding 30 is hung from the roof part in such a way as to be disposed across at least two adjoining sides of the peripheral wall surface of the building 1. Rolling caused by wind and the like can be thereby reduced.

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作業足場に関する。[Detailed description of the invention] [Purpose of the invention] (Industrial application field) The present invention relates to a work scaffold 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。
(Prior Art) Since the outer wall surface of a building is constantly exposed to the external environment, it is easily contaminated by the effects of wind, rain, heat, etc.

そのたー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。
Therefore, it is necessary to regularly clean and repair the exterior wall surface, and when performing these tasks, scaffolding for repair work is erected around 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。
As conventional general work scaffolding, main scaffolding, frame scaffolding, gondola scaffolding, etc. are known. This scaffolding or framework scaffolding is constructed from the ground to surround the entire building. In addition, gondola scaffolding suspends a gondola that serves as a work floor from the roof of a building, and moves it 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501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、居住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, although the above-mentioned scaffolds and framework scaffolds have excellent workability, they require considerable effort and expense to assemble and dismantle, and a height of approximately 501 mm is considered to be the safety limit. Moreover, since it encloses the entire outer periphery of the building, it has the disadvantage that, especially in the case of renovation work on the exterior walls of an existing building, it blocks sunlight from entering each residential room, giving residents a significant sense of pressure.

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, gondola scaffolding is suitable for high-rise buildings whose height is difficult to accommodate with regular scaffolding or frame scaffolding, and it also has relatively little impact on residents.

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。また、ゴンドラ足
場は風を受けて揺れ易く、安全性においても本足場や枠
組み足場等より劣るという難点がある。
However, this gondola scaffolding has the fate of having to move the gondola many times as the work area moves, and therefore is inferior to the above-mentioned main scaffolding, framework scaffolding, etc. in terms of workability. In addition, gondola scaffolding tends to sway due to the wind and has the disadvantage that it is inferior to regular scaffolding, frame scaffolding, etc. in terms of safety.

(発明が解決しようとする課題) このように、従来からの作業足場、特に建物の屋上等か
らワイヤローブ等の索条を介して吊下げられた形式の作
業足場は、本足場や枠組み足場等と比べて作業性に劣り
、しかも風等による揺れで作業員に不安感を与えるとい
う問題があった。
(Problems to be Solved by the Invention) As described above, conventional work scaffolds, especially work scaffolds of the type suspended from the roof of a building via cables such as wire robes, are different from main scaffolds and frame scaffolds. In comparison, the workability was inferior, and there was a problem in that the shaking caused by wind etc. caused workers to feel uneasy.

本発明はこのような課題を解決すべくなされたもので、
ゴンドラ足場の利点を生かしつつ作業領域の拡大および
風等による横揺れの軽減化を図ることのできる作業足場
の提供を目的としている。
The present invention was made to solve such problems,
The aim is to provide a work scaffold that can expand the work area and reduce lateral sway caused by wind, etc. while taking advantage of the advantages of gondola scaffolding.

〔発明の構成〕[Structure of the invention]

(課題を解決するための手段) 本発明の作業足場は上記した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吊り足場を、建築物の周壁面の
少なくとも隣接する2辺に跨がるような配置状態で吊下
げてなることを特徴としている。
(Means for Solving the Problems) In order to achieve the above-mentioned object, the work scaffold of the present invention has a plurality of projecting beams attached to the top of the building, and is capable of being raised and lowered from each projecting beam via cables. It is characterized in that the hanging scaffold is hung in such a manner that it extends over at least two adjacent sides of the peripheral wall of the building.

(作 用) 本発明の作業足場は、建築物の上部から昇降自在な吊り
足場を建築物周壁面の少なくとも隣接する2辺に跨がる
ような配置状態で吊下げたので、例えば吊り足場を建築
物周壁面の隣接する2辺に跨がるように吊下げた場合の
風等による横揺れを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。
(Function) The working scaffold of the present invention has a suspended scaffold that can be raised and lowered from the top of a building and is suspended in such a manner that it spans at least two adjacent sides of the peripheral wall of the building. When suspended across two adjacent sides of a peripheral wall of a building, it is possible to suppress lateral sway due to wind, etc. in some directions to the extent that it does not pose a safety problem at all.

さらに建築物周壁面の3辺、4辺といった具合に吊り足
場が跨がる建築物周壁面の辺を増やし、最終的に建築物
の全周を吊り足場で囲ってしまうことにより、足場の揺
れは全ての方向に対し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。しかも、吊り足場の
一回の移動位置での作業領域が広がり、作業性も向上す
る。
Furthermore, by increasing the number of sides of the building's surrounding wall that the hanging scaffold straddles, such as the 3rd and 4th sides of the building's surrounding wall, and eventually surrounding the entire perimeter of the building with the hanging scaffold, the sway of the scaffolding is reduced. can be suppressed in all directions to an extent that poses no safety problem. Moreover, the work area for each suspended scaffold movement position is expanded, and work efficiency is improved.

(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) Embodiments of the present invention will be described below with reference to the drawings.

第1図は本発明の一実施例の作業足場の構成を説明する
ための断面図、第2図は第1図の作業足場の全体を示す
斜視図、第3図は第2図の立面図である。
Fig. 1 is a sectional view for explaining the structure of a working scaffold according to an embodiment of the present invention, Fig. 2 is a perspective view showing the entire working scaffold of Fig. 1, and Fig. 3 is an elevational view of Fig. 2. It is a diagram.

これらの図に示すように、本実施例の作業足場は、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から吊りワイヤロ
ーブ20を介して、吊り足場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吊下げてなるもの
である。
As shown in these figures, the work scaffold of this embodiment is suspended from a plurality of support beams 10 attached so that their tips protrude from the wall surface of the building 1 on the roof of the building 1 via hanging wire lobes 20. A suspended scaffold 30 is hung in such a manner that it straddles two adjacent sides of the peripheral 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
られたバラベット等にほぼ均等な間隔を置いて仮設的に
固定されている。各支持梁10には、それぞれ2本の吊
りワイヤローブ20が結着されており、各吊りワイヤロ
ーブ20の下端は、吊り足場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、吊
り足場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32.3
3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。そしてこの吊り足場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 rosette provided on the roof of the building 1 at approximately equal intervals. Two hanging wire lobes 20 are tied to each support beam 10, and the lower ends of each hanging wire lobes 20 are tied to the frame 31 of the hanging scaffold 30 via hoists 32 and 33, respectively. . In addition, all the hoisting machines 32.33 provided on the suspended scaffolding 30 are interlocked, and these hoisting machines 32.3
3 can be operated by remote control from the rooftop, the ground, or indoors. The hanging scaffold 30 is designed to move up and down along the wall surface of the building 1 while maintaining a generally horizontal state as a whole.

また、この吊り足場30は、建物1側を除く周囲を天井
部分を含めて金属バイブ等を用いた骨組34で囲ってお
り、この骨組34の外側には養生ネット35が被装され
ている。これにより、吊り足場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、この吊り足場
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。
Further, this hanging scaffold 30 is surrounded by a frame 34 using metal vibrators or the like, including the ceiling part, except for the side of the building 1, and the outside of this frame 34 is covered with a curing net 35. This prevents the scaffolding from falling from the hanging scaffold 30 and allows offerings during rain or snowfall. Further, guide rollers 36 are attached to the pedestal 31 of the suspended scaffold 30 for smoothly raising and lowering the scaffold 30 along the wall surface of the building 1.

さて、この実施例の作業足場の特徴は、上述したように
吊り足場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。
Now, the feature of the work scaffold of this embodiment is that, as mentioned above, the suspended scaffold 30 is suspended from the roof of the building 1 in such a manner that it straddles two adjacent sides of the peripheral wall of the building 1. It is in.

これにより、風等による吊り足場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。
This makes it possible to suppress the horizontal shaking of the suspended scaffolding 30 due to wind or the like in some directions to the extent that it does not pose any safety problems.

さらに周壁面の3辺、4辺といった具合に、吊り足場3
0が跨がる壁面の辺を増やし、最終的に建物1の全周を
吊り足場30で囲ってしまうことにより、吊り足場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となる。また、このよ
うにして吊り足場30を横に長く繋いだ構成とすること
で、吊り足場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の全周を吊り足場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, hang scaffolding 3 on the 3rd and 4th sides of the surrounding wall surface.
By increasing the side of the wall that 0 straddles and finally surrounding the entire perimeter of the building 1 with the hanging scaffold 30, the hanging scaffold 30
It is possible to suppress the lateral shaking in all directions to the extent that it does not pose any safety problems. In addition, by configuring the suspended scaffolds 30 to be connected long horizontally in this way, the work area at one movement position of the suspended scaffolds 30 is expanded, and furthermore, the entire circumference of the building 1 is surrounded by the suspended scaffolds 30. This makes it possible to perform work on a floor-by-floor basis.

尚、上述した実施例の吊り足場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吊り足場30を昇降させるた
めの巻上げ機32.33を吊り足場30側に設けたが、
支持梁10側に設けても勿論よい。
Although the suspended scaffolding 30 of the above-described embodiment is provided with only one level of work floor, it may be provided with multiple levels. Furthermore, in the present embodiment described above, the hoisting machines 32 and 33 for raising and lowering the suspended scaffolding 30 were provided on the side of the suspended scaffolding 30.
Of course, it may be provided on the support beam 10 side.

さらに、吊り足場30の昇降操作については、吊り足場
30に乗った作業員臼らの操作で行うようにしてもよい
Furthermore, the lifting and lowering operations of the hanging scaffold 30 may be performed by a worker riding on the hanging scaffold 30.

[発明の効果] 以上説明したように本発明の作業足場によれば、ゴンド
ラ足場の利点を生かしつつ作業領域の拡大および風等に
よる横揺れの軽減化を図ることができる。
[Effects of the Invention] As explained above, according to the work scaffold of the present invention, it is possible to expand the work area and reduce lateral sway due to wind and the like while taking advantage of the advantages of the gondola scaffold.

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

第1図は本発明の一実施例の作業足場の構成を説明する
ための断面図、第2図は第1図の作業足場の全体を示す
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
ヤローブ、30・・・吊り足場、31・・・架台、32
.33・・・巻上げ機、34・・・骨組、35・・・養
生ネット。
Fig. 1 is a sectional view for explaining the structure of a working scaffold according to an embodiment of the present invention, Fig. 2 is a perspective view showing the entire working scaffold of Fig. 1, and Fig. 3 is an elevational view of Fig. 2. It is a diagram. DESCRIPTION OF SYMBOLS 1... Building, 10... Support beam, 20... Hanging wire robe, 30... Hanging scaffold, 31... Frame, 32
.. 33... Hoisting machine, 34... Frame, 35... Curing net.

Claims (1)

【特許請求の範囲】[Claims] 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吊り足場を前記建築物の周壁
面の少なくとも隣接する2辺に跨がるような配置状態で
吊下げてなることを特徴とする作業足場。
A plurality of projecting beams are attached to the upper part of the building, and suspended scaffolds that can be raised and lowered from each projecting beam via cables are arranged so as to straddle at least two adjacent sides of the peripheral wall surface of the building. A work scaffold characterized by being suspended.
JP2062409A 1990-03-13 1990-03-13 Gondola scaffolding equipment Expired - Lifetime JP2519115B2 (en)

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 true JPH03262868A (en) 1991-11-22
JP2519115B2 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)

Citations (2)

* Cited by examiner, † Cited by third party
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

Patent Citations (2)

* Cited by examiner, † Cited by third party
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

Also Published As

Publication number Publication date
JP2519115B2 (en) 1996-07-31

Similar Documents

Publication Publication Date Title
CN113428811A (en) Corridor ceiling mounting plate hoisting structure and construction method thereof
WO2002095164A1 (en) Building demolishing method
JPH03262868A (en) Work scaffolding
JPH0571225A (en) Temporarily set roof of complete weather type
JP2687050B2 (en) Work scaffold
CN107035037A (en) High building top layer curtain wall frame and its installation method
JP2779258B2 (en) Roof lift-up method
CN216810887U (en) Suspension operation platform and hydraulic climbing formwork system
JP2661750B2 (en) Construction site tent
JPH03262869A (en) Work scaffolding
JPH03262870A (en) Work scaffolding
JPH08120936A (en) Method and device for constructing multistoried building
KR20190106089A (en) Outside wall finishing cage
CN218843687U (en) Portable handling frame for dismantling overhanging I-shaped steel
CN211313314U (en) Steel elevator shaft main structure construction operation platform frame
JPH035567A (en) Temporary installation method for working suspension scaffold
JPH0427074A (en) Mounting method of curing net for gondola work
JPS582832Y2 (en) gondola hanging device
JPH06117111A (en) Hanging and building method of component in construction of multistoried building
JP2004076525A (en) Temporary stage
RU2115787C1 (en) Cradle for construction and erection operations
JP2876991B2 (en) Steel frame method for high-rise buildings
JPH08270205A (en) Lifting device of prefabricated scaffold and assembling and disassembling work thereof
KR100348896B1 (en) Dust protector for construction
RU5196U1 (en) SUSPENDED SCOPES

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term