JPH03295975A - Shelf scaffold of large building having large space - Google Patents

Shelf scaffold of large building having large space

Info

Publication number
JPH03295975A
JPH03295975A JP9842890A JP9842890A JPH03295975A JP H03295975 A JPH03295975 A JP H03295975A JP 9842890 A JP9842890 A JP 9842890A JP 9842890 A JP9842890 A JP 9842890A JP H03295975 A JPH03295975 A JP H03295975A
Authority
JP
Japan
Prior art keywords
scaffolding
large space
scaffolds
scaffold
building
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
JP9842890A
Other languages
Japanese (ja)
Other versions
JP2778800B2 (en
Inventor
Kunihiro Tsuboi
坪井 邦博
Masuhiko Hayakawa
早川 増彦
Hideji Goto
五藤 秀二
Shinichi Endo
遠藤 信市
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten Co Ltd
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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP9842890A priority Critical patent/JP2778800B2/en
Publication of JPH03295975A publication Critical patent/JPH03295975A/en
Application granted granted Critical
Publication of JP2778800B2 publication Critical patent/JP2778800B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)

Abstract

PURPOSE:To make it possible to freely move on a shelf scaffold and safely and effectively work by forming shelf scaffolds in a ring shape above the large space of a large building. CONSTITUTION:A large space 33 is formed in a cylindrical large building 31. In the next step, a roof 45 is structured by structural steel skeletons 43 comprising H steels above the large space 33. Then, a shelf scaffold 49 for work is provided above the large space 33 of the large building 31. The shelf scaffold 49 is fixed below the structural steel skeletons 43 and 47, which is arranged above the large space 33 and along the structural steel skeletons 43 and 47. In working near the shelf scaffold 49, workers can freely come and go between each ring-like scaffold, which is provided concentrically through connecting scaffolds, by wandering the ring-like scaffolds from place to place.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、例えば、多目的ホール等の大空間を有する大
゛を建造物のたな足場に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to scaffolding for large buildings having large spaces such as multipurpose halls.

〔従来の技術] 一般に、例えば、多目的ホール等の大空間を有する大型
建造物においては、天井設置の設備器具。
[Prior Art] Generally, in large buildings with large spaces such as multipurpose halls, equipment and equipment are installed on the ceiling.

機器、ランプ取替等の維持管理のために、大空間の上方
にたな足場が設けられている。
Scaffolding has been installed above the large space for maintenance purposes such as replacing equipment and lamps.

このようなたな足場は、大空間の上方の任意の位置に配
置されており、このたな足場を利用することにより照明
等の天井の維持管理が行なわれている(例えば、実開昭
63−117845号公報参照)。
This type of scaffolding is placed at an arbitrary position above a large space, and by using this scaffolding, maintenance and management of ceilings such as lighting is carried out (for example, (Refer to Publication No.-117845).

〔発明が解決しようとする課題] しかしながら、このような従来の大空間を有する大型建
造物のたな足場では、たな足場の先端と後端を連結しな
い状態、即ち、環状でない状態のたな足場を、大空間の
上方に配置していたため、このだな足場を自由に移動す
ることができず、作業に支障をきたすという問題があっ
た。
[Problems to be Solved by the Invention] However, in such conventional scaffolding for large buildings with large spaces, the tip and rear ends of the scaffolding are not connected, that is, the scaffolding is not circular. Since the scaffolding was placed above a large space, there was a problem in that the scaffolding could not be moved freely, which hindered work.

即ち、例えば、たな足場の先端部で作業しており、この
状態から後端部に行く際に、環状に形成されていればそ
のまま前方に進めば後端部は近距離にある場合であって
も、たな足場を遠回りをして後端部に歩いていかねばな
らないという問題があった。
That is, for example, if you are working at the tip of a scaffolding and go from this state to the rear end, if the scaffold is formed in an annular shape, if you continue forward, the rear end will be at a short distance. However, there was a problem in that one had to take a detour around the platform and walk to the rear end.

本発明は上記のような問題点を解決するためになされた
もので、たな足場を自由に移動することができる大空間
を有する大型建造物のたな足場を提供することを目的と
する。
The present invention was made to solve the above-mentioned problems, and an object of the present invention is to provide a scaffold for a large building having a large space in which the scaffold can be freely moved.

〔課題を解決するための手段〕[Means to solve the problem]

請求項1記載の大空間を有する大型建造物のたな足場は
、大型建造物の大空間の上方に、作業をするためのたな
足場を設けてなる大空間を有する大型建造物のたな足場
において、前記たな足場を環状に形成してなるものであ
る。
The scaffolding for a large building having a large space according to claim 1 is a scaffold for a large building having a large space, which is provided with a scaffolding for working above the large space of the large building. The scaffold is formed by forming the above-mentioned scaffold into a ring shape.

請求項2記載の大空間を有する大型建造物のだな足場は
、大型建造物の大空間の上方に、作業をするための複数
のたな足場を設けてなる大空間を有する大型建造物のた
な足場において、複数の前記たな足場を渡り足場により
連結してなるものである。
The ladder scaffolding for a large building having a large space according to claim 2 is a scaffold for a large building having a large space, which is constructed by providing a plurality of ladder scaffolds for working above the large space of the large building. In a vertical scaffold, a plurality of vertical scaffolds are connected by crossing scaffolds.

請求項3記載の大空間を有する大型建造物のたな足場は
、請求項1記載の大空間を有する大型建造物のたな足場
において、大空間の上方に、たな足場が環状に形成され
た環状足場を同心状に設け、これらの同心状の環状足場
を渡り足場により相互に連結してなるものである。
The scaffolding for a large building having a large space according to claim 3 is the scaffolding for a large building having a large space according to claim 1, wherein the scaffolding is formed in an annular shape above the large space. These concentric annular scaffolds are arranged concentrically, and these concentric annular scaffolds are interconnected by scaffolds.

〔作 用〕[For production]

請求項1記載の大空間を有する大型建造物のたな足場で
は、たな足場を環状に形成したので、たな足場近傍の作
業を行なう際に、環状のたな足場を利用して自由に行き
来することが可能となる・請求項2記載の大空間を有す
る大型建造物のたな足場では、複数のたな足場を渡り足
場により連結したので、連結されたたな足場近傍の作業
を行なう際には、連結されたたな足場間を自由に行き来
することが可能となる。
In the scaffolding for a large building with a large space as claimed in claim 1, the scaffolding is formed in an annular shape, so that when working near the scaffolding, the circular scaffolding can be used freely. It becomes possible to go back and forth.In the case of the scaffolding of a large building with a large space as described in claim 2, multiple scaffoldings are connected by crossing scaffolds, so that work can be carried out near the connected scaffoldings. In some cases, it is possible to move freely between connected scaffoldings.

請求項3記載の大空間を有する大型建造物のたな足場で
は、請求項1記載の大空間を有する大型建造物のたな足
場において、大空間の上方に、たな足場が環状に形成さ
れた環状足場を同心状に設け、これらの同心状の環状足
場を渡り足場により相互に連結したので、たな足場近傍
の作業を行なう際には、同心状に設けられた環状足場を
渡り歩くことが可能となり、各環状足場間を自由に行き
来することが可能となる。
In the scaffolding for a large building having a large space according to claim 3, in the scaffolding for a large building having a large space according to claim 1, the scaffolding is formed in an annular shape above the large space. Concentric ring-shaped scaffolds were set up concentrically, and these concentric ring-shaped scaffolds were connected to each other by cross-scaffolds, so when working near the ring-shaped scaffolds, it was easy to walk across the concentric ring-shaped scaffolds. This makes it possible to move freely between each annular scaffold.

〔実施例〕〔Example〕

以下、本発明の詳細を図面に示す一実施例について説明
する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, details of the present invention will be described with reference to an embodiment shown in the drawings.

第1図は、本発明のたな足場が配置された大空間を有す
る大型建造物を示すもので、符号31は、多目的ホール
等の大型建造物を示している。
FIG. 1 shows a large building having a large space in which the scaffolding of the present invention is arranged, and reference numeral 31 indicates a large building such as a multipurpose hall.

この大型建造物31は円柱状に形成されており、その内
部には、例えば、演劇、講演等を行なうための大空間3
3が形成されている。
This large building 31 is formed in a cylindrical shape, and inside thereof there is a large space 3 for holding plays, lectures, etc.
3 is formed.

この大空間33の下方には客席35が形成され、この客
席35の前方にはステージ37が形成されている。
An audience seat 35 is formed below this large space 33, and a stage 37 is formed in front of this audience seat 35.

また、客席35の後方には調整室39が形成されており
、この調整室39にはビデオプロジヱクタ41が配置さ
れている。
Further, an adjustment room 39 is formed behind the audience seats 35, and a video projector 41 is arranged in this adjustment room 39.

そして、大空間33の上方には、H型鋼からなる構造用
鉄骨材43により屋根45が構築されている。
A roof 45 is constructed above the large space 33 using a structural steel frame 43 made of H-shaped steel.

即ち、構造用鉄骨材43は、第1図および第2図に示す
ように、屋根45の中心部46から放射状に10本配置
されており、これらの構造用鉄骨材43は、屋根45の
中心部46から端部に行くにつれて少々低くなるように
配置されている。これらの構造用鉄骨材43は、屋根4
5の中心部46を中心として環状に配置された連結用の
構造用鉄骨材47により連結されている。これらの構造
用鉄骨材43.47の上部には、屋根板48が載置され
ており、これにより、屋根45が形成されている。
That is, as shown in FIGS. 1 and 2, ten structural steel frames 43 are arranged radially from the center 46 of the roof 45. It is arranged so that it becomes slightly lower as it goes from the part 46 to the end part. These structural steel members 43 are used for the roof 4
They are connected by a connecting structural steel frame 47 that is arranged in an annular shape around the center part 46 of 5. A roof plate 48 is placed on top of these structural steel frames 43, 47, thereby forming a roof 45.

そして、大型建造物31の大空間33の上方には、第1
図に示したように、作業をするためのたな足場49が設
けられている。
Above the large space 33 of the large building 31, there is a first
As shown in the figure, a scaffolding 49 for working is provided.

このたな足場49は、大空間33の上方に配設された構
造用鉄骨材43.47に固定されており、このたな足場
49は、構造用鉄骨材43.47の下方に、かつ、構造
用鉄骨材43.47に沿って固定されている。
This trellis scaffolding 49 is fixed to a structural steel frame 43.47 arranged above the large space 33, and this trellis scaffold 49 is fixed to a structural steel frame 43.47 below the structural steel frame 43.47, and It is fixed along structural steel members 43.47.

即ち、たな足場49は、第3図に示すように、環状に形
成されて環状足場51とされ、これらの環状足場51が
、屋根45の中心部46を中心として同心円状に配置さ
れている。
That is, as shown in FIG. 3, the ledge scaffolding 49 is formed in an annular shape to form annular scaffolds 51, and these annular scaffolds 51 are arranged concentrically around the center 46 of the roof 45. .

これらの同心円状の環状足場51は、第2図および第3
図に示したように、連結用の構造用鉄骨材47に沿って
環状に形成され、渡り足場53により相互に連結されて
いる。これらの渡り足場53は、構造用鉄骨材43の下
方に、かつ、構造用鉄骨材43に沿って配置されている
。
These concentric annular scaffolds 51 are shown in FIGS.
As shown in the figure, they are formed in an annular shape along structural steel frames 47 for connection, and are interconnected by crossing scaffolds 53. These crossing scaffolds 53 are arranged below and along the structural steel members 43.

たな足場49は、第4図乃至第6図に示すように、一対
の吊り部材55を、構造用鉄骨材43゜47の軸長方向
に所定間隔を置いて、かつ、下方に向けて多数組溶着し
、多数組の吊り部材55を溝形鋼からなる連結部材57
により相互に連結し、連結部材57間にL形鋼からなる
支持部材59を配置し、連結部材57と支持部材59の
上部にエキスパンションメタルからなる歩行板61を配
置することにより形成されている。
As shown in FIGS. 4 to 6, the scaffolding 49 has a pair of hanging members 55 arranged in large numbers at predetermined intervals in the axial direction of the structural steel frames 43 and 47 and facing downward. A plurality of sets of hanging members 55 are connected to a connecting member 57 made of channel steel by welding together the sets.
A supporting member 59 made of L-shaped steel is disposed between the connecting members 57, and a walking board 61 made of expansion metal is disposed above the connecting member 57 and the supporting member 59.

吊り部材55間には、手すり63が掛は渡されている。A handrail 63 is hung between the hanging members 55.

また、たな足場49には、第7図に示すように、照明装
置65が固定され、この照明装置65は、たな足場49
よりも下方に配置されている。
Further, as shown in FIG.
It is located below.

即ち、第8図および第9図に示すように、たな足場49
を構成する連結部材57に、L形鋼からなる支持部材6
7が2個固定され、これらの支持部材67に固定された
吊下部材69に、メイン照明、サブ照明、非常用照明等
からなる照明器具71が吊り下げられている。
That is, as shown in FIG. 8 and FIG.
A supporting member 6 made of L-shaped steel is attached to the connecting member 57 that constitutes the
7 are fixed, and a lighting fixture 71 consisting of a main lighting, sub lighting, emergency lighting, etc. is suspended from a hanging member 69 fixed to these supporting members 67.

さらに、たな足場49には、第7図に示したように、メ
ツシュ状の天井板79が固定され、この天井板79は、
たな足場49よりも下方に配置されている。
Furthermore, as shown in FIG. 7, a mesh-shaped ceiling board 79 is fixed to the scaffolding 49, and this ceiling board 79 is
It is arranged below the scaffolding 49.

即ち、第10図に示すように、たな足場49を構成する
連結部材57には、L形鋼からなる支持部材81が固定
され、この支持部材81には吊下部材83が固定されて
いる。この吊下部材83には溝形鋼からなる固定部材8
5が固定され、この固定部材85にメツシュ状の天井板
79が固定されている。
That is, as shown in FIG. 10, a support member 81 made of L-shaped steel is fixed to the connecting member 57 that constitutes the scaffolding 49, and a hanging member 83 is fixed to this support member 81. . This hanging member 83 has a fixed member 8 made of channel steel.
5 is fixed, and a mesh-like ceiling plate 79 is fixed to this fixing member 85.

天井板79は、第2図に示したように、構造用鉄骨材4
3.47により囲まれた台形形状に対応するようにそれ
ぞれ台形形状に形成されており、これらの天井板79が
、たな足場49間に位置するように配置されている。
As shown in FIG.
Each ceiling board 79 is formed into a trapezoidal shape corresponding to the trapezoidal shape surrounded by 3.47, and these ceiling boards 79 are arranged so as to be located between the ledges 49.

これらの天井板79は、第10図に示したように、ボル
ト89により、吊下部材83に固定部材85を対向して
固定し、これらの固定部材85の下側フランジ91の上
面に端部を固定することにより、相互に連結支持されて
いる。固定部材85間には目隠板93が配置されている
。
As shown in FIG. 10, these ceiling panels 79 have fixing members 85 fixed to the hanging members 83 facing each other with bolts 89, and ends on the upper surfaces of the lower flanges 91 of these fixing members 85. They are interconnected and supported by fixing them. A blind plate 93 is arranged between the fixing members 85.

以上のように構成された大空間を有する大型建造物のた
な足場では、たな足場49近傍の作業を行なう際には、
渡り足場53を介して、同心状に設けられた環状足場5
1を渡り歩くことにより、各環状足場51間を自由に行
き来することが可能となる。
In the scaffolding of a large building with a large space configured as described above, when performing work near the scaffolding 49,
Annular scaffolding 5 provided concentrically via crossing scaffolding 53
1, it becomes possible to freely move between the annular scaffolds 51.

しかして、以上のように構成された大空間を有する大型
建造物のたな足場では、たな足場49を環状に形成した
ので、たな足場49を自由に移動することができ、作業
を行なう際にも最短距離を移動でき、作業を安全に効率
良く行なうことができる。
Therefore, in the above-described scaffolding for a large building having a large space, the scaffolding 49 is formed in an annular shape, so that the scaffolding 49 can be moved freely to perform work. It allows you to move the shortest distance and perform work safely and efficiently.

また、大空間33の上方に、たな足場49が環状に形成
された環状足場51を同心状に設け、これらの同心状の
環状足場51を渡り足場53により相互に連結したので
、たな足場49近傍の作業を行なう際には、渡り足場5
3を介して、同心状に設けられた環状足場51を渡り歩
くことにより、各環状足場51間を自由に行き来するこ
とができ、これにより、たな足場49を自由に移動する
ことができ、たな足場49を利用する作業を従来よりも
容易に、かつ、安全に効率良く行なうことができる。
Furthermore, annular scaffolds 51 each having an annular trellis scaffold 49 are provided concentrically above the large space 33, and these concentric annular scaffolds 51 are connected to each other by a scaffold 53, so that the trellis scaffold 49 is formed in a ring shape. When performing work near 49, use the crossing scaffolding 5.
By walking between the annular scaffolds 51 provided concentrically through 3, it is possible to freely move between the annular scaffolds 51, and thereby the vertical scaffolds 49 can be freely moved. Work using the scaffolding 49 can be performed more easily, safely and efficiently than before.

さらに、たな足場49を、大空間33の上方に配設され
た構造用鉄骨材43.47に、その下方に、かつ、構造
用鉄骨材43.47に沿って固定したので、大空間33
の下方から上方を見上げると、たな足場49により、屋
根45を構築する構造用鉄骨材43.47が隠蔽され、
屋根裏を簡素化することができ、屋根裏の美観を大幅に
向上することができる。
Furthermore, since the scaffolding 49 was fixed to the structural steel frame 43.47 disposed above the large space 33, below it and along the structural steel frame 43.47, the large space 33
Looking upward from below, the structural steel frames 43 and 47 that construct the roof 45 are hidden by the scaffolding 49;
The attic can be simplified and the aesthetic appearance of the attic can be greatly improved.

また、照明装置65を、大空間33の上方に設けられた
たな足場49に、このたな足場49よりも下方に固定し
たので、照明装置65を取り付けるための取付部材を別
個に設けることな(、大空間33の上方に照明装置65
を取り付けることができ、これにより、屋根裏を簡素化
することができ、屋根裏の美観を向上することができる
とともに、たな足場49を利用することにより、照明装
置65のメンテナンスを従来よりも容易に、かつ、安全
に行なうことができ、さらに、照明装置65がたな足場
49よりも下方に位置しているため、大空間33の下方
から上方を見上げても、たな足場49が照明により浮き
上がって見えることがなく、屋根裏の美観を従来よりも
大幅に向上することができる。
Furthermore, since the lighting device 65 is fixed to the trellis scaffolding 49 provided above the large space 33 below the trellis scaffolding 49, there is no need to separately provide a mounting member for attaching the lighting device 65. (A lighting device 65 is installed above the large space 33.)
As a result, the attic can be simplified and the beauty of the attic can be improved, and by using the shed scaffolding 49, maintenance of the lighting device 65 can be made easier than before. Furthermore, since the lighting device 65 is located below the scaffolding 49, even if you look up from below the large space 33, the scaffolding 49 will be lifted up by the lighting. The aesthetic appearance of the attic can be greatly improved compared to conventional methods.

また、メツシュ状の天井板79を、大空間33の上方に
設けられたたな足場49に固定したので、天井板79を
取り付けるための取付部材を別個に設けることなく、大
空間33の上方に天井板79を取り付けることができ、
これにより、屋根裏を簡素化することができ、屋根裏の
美観を向上することができるとともに、たな足場49を
利用することにより、天井のメンテナンスを従来よりも
容易に、かつ、安全に行なうことができ、さらに、大空
間33の下方から上方を見上げると、天井裏が透けて見
えるため、種々のメンテナンスに利用することができる
。
Moreover, since the mesh-shaped ceiling board 79 is fixed to the scaffolding 49 provided above the large space 33, there is no need to separately provide a mounting member for attaching the ceiling board 79, and the mesh-like ceiling board 79 can be mounted above the large space 33. The ceiling board 79 can be attached,
As a result, the attic can be simplified and the beauty of the attic can be improved, and by using the scaffolding 49, maintenance of the ceiling can be performed more easily and safely than before. Furthermore, when looking upward from the bottom of the large space 33, the ceiling can be seen through, so it can be used for various maintenance purposes.

尚、上記実施例では、大空間33の上方に、屋根45を
構築する構造用鉄骨材43.47を配設した例について
説明したが、本発明は上記実施例に限定されるものでは
なく、例えば、大型建造物の1階部分に、大空間を形成
し、この大空間を区画するための構造用鉄骨材にたな足
場を形成しても、上記実施例とほぼ同様の効果を得るこ
とができる。
In addition, in the above embodiment, an example was explained in which structural steel frames 43 and 47 for constructing a roof 45 were arranged above the large space 33, but the present invention is not limited to the above embodiment. For example, even if a large space is formed on the first floor of a large building and scaffolding is formed on structural steel frames to partition this large space, almost the same effect as in the above embodiment can be obtained. Can be done.

また、上記実施例では、環状足場51を渡り足場53に
より連結した例について説明したが、本発明は上記実施
例に限定されるものではな(、環状に形成されていない
たな足場を、渡り足場により連結しても、上記実施例と
ほぼ同様の効果を得ることができる。
Further, in the above embodiment, an example was explained in which the annular scaffold 51 was crossed and connected by the scaffold 53, but the present invention is not limited to the above embodiment ( Even if they are connected using a scaffold, almost the same effect as in the above embodiment can be obtained.

さらに、上記実施例では、環状足場51を渡り足場63
により連結した例について説明したが、本発明は上記実
施例に限定されるものではなく、たな足場を環状に形成
しただけでも、この環状足場を自由に行き来することが
でき、上記実施例とほぼ同様の効果を得ることができる
。
Furthermore, in the above embodiment, the scaffold 63 crosses the annular scaffold 51.
Although an example in which the scaffolds are connected by Almost the same effect can be obtained.

〔発明の効果〕〔Effect of the invention〕

請求項1記載の大空間を有する大型建造物のたな足場で
は、たな足場を環状に形成したので、たな足場近傍の作
業を行なう際に、環状のたな足場を利用して自由に行き
来することが可能となり、たな足場を自由に移動でき、
これにより、たな足場を利用する作業を従来よりも容易
に、かつ、安全に効率的に行なうことができる。
In the scaffolding for a large building with a large space as claimed in claim 1, the scaffolding is formed in an annular shape, so that when working near the scaffolding, the circular scaffolding can be used freely. It is now possible to go back and forth, and the scaffolding can be moved freely.
This makes it easier, safer, and more efficient to perform work using scaffolding than before.

請求項2記載の大空間を有する大型建造物のたな足場で
は、複数のたな足場を渡り足場により連結したので、連
結されたたな足場近傍の作業を行なう際には、連結され
たたな足場間を自由に行き来することが可能となり、た
な足場を自由に移動でき、これにより、たな足場を利用
する作業を従来よりも容易に、かつ、安全に効率良く行
なうことができる。
In the scaffolding for a large building having a large space as claimed in claim 2, since the plurality of scaffoldings are connected by the scaffolding, when working near the connected scaffoldings, it is necessary to It is now possible to move freely between the vertical scaffoldings, and the vertical scaffolding can be moved freely, making it easier, safer and more efficient to perform work using the vertical scaffolding than before.

請求項3記載の大空間を有する大型建造物のたな足場で
は、請求項1記載の大空間を有する大型建造物のたな足
場において、大空間の上方に、たな足場が環状に形成さ
れた環状足場を同心状に設け、これらの同心状の環状足
場を渡り足場により相互に連結したので、たな足場近傍
の作業を行なう際には、渡り足場を介して、同心状に設
けられた環状足場を自由に行き来することが可能となり
、たな足場を自由に移動でき、これにより、たな足場を
利用する作業を従来よりも容易に、かつ、安全に効率良
く行なうことができる。
In the scaffolding for a large building having a large space according to claim 3, in the scaffolding for a large building having a large space according to claim 1, the scaffolding is formed in an annular shape above the large space. These concentric annular scaffolds were set up concentrically, and these concentric annular scaffolds were connected to each other by crossing scaffolds. It is now possible to freely move around the circular scaffolding, and the vertical scaffolding can be moved freely, making it easier, safer, and more efficient to perform work using the vertical scaffolding than before.

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

第1図は本発明のたな足場が設けられた大空間を有する
大型建造物を示す継断面図である。 第2図は第1図の構造用鉄骨材の配設状態を示す平面図
である。 第3図はたな足場の配設状態を示す平面図である。 第4図は第1図のたな足場を示す側面図である。 第5図は第4図の連結部材およびその近傍を拡大して示
す側面図である。 第6図は第4図のたな足場を示す正面図である。 第7図はたな足場に照明装置および天井板を固定した状
態を示す正面図である。 第8図はたな足場に照明装置を固定した状態の詳細を示
す側面図である。 第9図は第8図の照明装置およびその近傍を示す平面図
である。 第10図はたな足場に天井板を固定した状態の詳細を示
す断面図である。 〔主要な部分の符号の説明] 31・・・大型建造物 33・パ・大空間 49・・・たな足場 51・・・環状足場 53・・・渡り足場。 第 4 図 第 図 第 図 第 図
FIG. 1 is a cross-sectional view showing a large-scale building having a large space and equipped with the scaffolding of the present invention. FIG. 2 is a plan view showing the arrangement of the structural steel members shown in FIG. 1. FIG. 3 is a plan view showing the arrangement of the scaffolding. FIG. 4 is a side view of the scaffolding shown in FIG. 1. FIG. 5 is an enlarged side view showing the connecting member shown in FIG. 4 and its vicinity. FIG. 6 is a front view of the scaffolding shown in FIG. 4. FIG. 7 is a front view showing a state in which the lighting device and the ceiling board are fixed to the scaffolding. FIG. 8 is a side view showing details of the lighting device fixed to the scaffolding. FIG. 9 is a plan view showing the illumination device of FIG. 8 and its vicinity. FIG. 10 is a sectional view showing details of the ceiling board fixed to the scaffolding. [Explanation of symbols of main parts] 31...Large building 33/P/Large space 49...Tall scaffolding 51...Circular scaffolding 53...Transit scaffolding. Figure 4 Figure 4 Figure 4

Claims (3)

【特許請求の範囲】[Claims] (1)大型建造物の大空間の上方に、作業をするための
たな足場を設けてなる大空間を有する大型建造物のたな
足場において、前記たな足場を環状に形成してなること
を特徴とする大空間を有する大型建造物のたな足場。
(1) In a scaffolding for a large building that has a large space where a scaffolding for work is provided above the large space of the large building, the scaffolding is formed into a ring shape. Scaffolding for large buildings with large spaces characterized by
(2)大型建造物の大空間の上方に、作業をするための
複数のたな足場を設けてなる大空間を有する大型建造物
のたな足場において、複数の前記たな足場を渡り足場に
より連結してなることを特徴とする大空間を有する大型
建造物のたな足場。
(2) In the case of a large building having a large space with multiple ladder scaffolds installed above the large space of the large building, the scaffolding is used to cross over the plurality of ladder scaffolds. A scaffold for a large building with a large space characterized by being connected.
(3)大空間の上方には、たな足場が環状に形成された
環状足場が同心状に設けられており、これらの同心状の
環状足場が渡り足場により相互に連結されている請求項
1記載の大空間を有する大型建造物のたな足場。
(3) Above the large space, annular scaffolds each having an annular trellis scaffold are provided concentrically, and these concentric annular scaffolds are connected to each other by a crossing scaffold. Scaffolding for a large building with a large space as described.
JP9842890A 1990-04-13 1990-04-13 Shelf footing for large buildings with large spaces Expired - Fee Related JP2778800B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9842890A JP2778800B2 (en) 1990-04-13 1990-04-13 Shelf footing for large buildings with large spaces

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9842890A JP2778800B2 (en) 1990-04-13 1990-04-13 Shelf footing for large buildings with large spaces

Publications (2)

Publication Number Publication Date
JPH03295975A true JPH03295975A (en) 1991-12-26
JP2778800B2 JP2778800B2 (en) 1998-07-23

Family

ID=14219538

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9842890A Expired - Fee Related JP2778800B2 (en) 1990-04-13 1990-04-13 Shelf footing for large buildings with large spaces

Country Status (1)

Country Link
JP (1) JP2778800B2 (en)

Also Published As

Publication number Publication date
JP2778800B2 (en) 1998-07-23

Similar Documents

Publication Publication Date Title
CA2108628A1 (en) Suspended Ceiling Framework
JP2778799B2 (en) Shelf footing for large buildings with large spaces
JPH03295976A (en) Ceiling of large building having large space
JP2778800B2 (en) Shelf footing for large buildings with large spaces
CN114164981B (en) Integrated ceiling structure and installation method thereof
JP2829090B2 (en) Large building with large space
KR101990476B1 (en) Module Bar and Ceiling Finish Installation Structure using such Module Bar
JP3954359B2 (en) Shared space structure
JP3020298B2 (en) balcony
JP5347557B2 (en) Column beam frame
SU1357518A1 (en) Butt joint of suspended and load-supporting structures of building
JP2808448B2 (en) Roof construction method
JPH07166634A (en) System ceiling and its construction method
JP2997022B2 (en) Plumbing method and plumbing equipment structure
JP3089295B2 (en) Room formation structure
JP2010163747A (en) Unit building
JPH04228772A (en) Method of building movable suspended scaffold for working at ceiling of large space structure
JPH04336140A (en) Construction process
JP6541107B2 (en) Building unit and installation method thereof
JP2549132B2 (en) How to assemble a prefabricated toilet
JP6868342B2 (en) Effective use of vertical hole space in the construction process of multi-story buildings
JPH0598727A (en) Ceiling structure of unit room
JPH0657954A (en) Construction method of structure ceiling
JPH10115011A (en) Unit building
JPH07247597A (en) House structure

Legal Events

Date Code Title Description
FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090508

Year of fee payment: 11

LAPS Cancellation because of no payment of annual fees