JPH10292619A - Self-climbing hanging scaffold unit for use in hanging scaffold constructing system corresponding to large space - Google Patents

Self-climbing hanging scaffold unit for use in hanging scaffold constructing system corresponding to large space

Info

Publication number
JPH10292619A
JPH10292619A JP11351197A JP11351197A JPH10292619A JP H10292619 A JPH10292619 A JP H10292619A JP 11351197 A JP11351197 A JP 11351197A JP 11351197 A JP11351197 A JP 11351197A JP H10292619 A JPH10292619 A JP H10292619A
Authority
JP
Japan
Prior art keywords
self
climbing
scaffold
hanging
suspended
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.)
Pending
Application number
JP11351197A
Other languages
Japanese (ja)
Inventor
Makoto Mitsueda
良 光枝
Masamoto Takinami
雅元 滝波
Masashi Morita
将史 森田
Toshiya Kawabata
俊也 川端
Hiroki Shimojiyou
洋揮 下條
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
Nisso Industries Co Ltd
Original Assignee
Takenaka Komuten Co Ltd
Nisso Industries 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, Nisso Industries Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP11351197A priority Critical patent/JPH10292619A/en
Publication of JPH10292619A publication Critical patent/JPH10292619A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/30Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/286Mobile scaffolds; Scaffolds with mobile platforms mobile vertically

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Movable Scaffolding (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a self-climbing hanging scaffold unit so designed that a working floor suited for use in constructing an unlevel or sloping ceiling can be constructed rapidly and safely. SOLUTION: A hanging member for anchoring and a hoisting wire are suspended from the structure of a roof steel frame or the like, and the required number of self-climbing hanging scaffold units assembled on the ground are hoisted by the hoisting wire to a predetermined height, are connected to the hanging member for anchoring, and are connected to one another to construct a hanging scaffold. In that case, a plurality of floor members 20 are removably laid in plural stages at vertical intervals of several tens of centimeters on a main frame 18 to which an endless winch 5 capable of winding the hoisting wire is freely removably attached and to which a connecting part 21 for the hanging member for anchoring is provided.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、屋根鉄骨等の構造
体から定着用吊り部材と吊り上げ用ワイヤとを垂下し、
地組した必要枚数のセルフクライミング吊り足場ユニッ
トを、前記吊り上げ用ワイヤによって所定高さまで吊り
上げ、前記定着用吊り部材に連結すると共に、セルフク
ライミング吊り足場ユニット相互を連結して、吊り足場
を構築するようにした大空間対応吊り足場構築システム
に使用されるセルフクライミング吊り足場ユニットに関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for suspending a fixing suspending member and a suspending wire from a structure such as a roof steel frame.
A required number of terrain-based self-climbing suspended scaffolding units are lifted to a predetermined height by the lifting wire, connected to the fixing suspending member, and the self-climbing suspended scaffolding units are connected to each other to construct a suspended scaffold. The present invention relates to a self-climbing suspended scaffold unit used in a large-scale suspended scaffold construction system.

【0002】[0002]

【従来の技術】一般に、アトリウムや体育館、劇場等の
大空間を有する建築物の屋根・天井工事における作業足
場として、吊り足場を使用することは、床面に天井作業
用の枠組み足場等を組み立てる場合に比して、有利な点
が多い。例えば、床面に天井作業用の枠組み足場を組み
立てる場合であれば、枠組み足場が邪魔になって、下部
の屋内の作業ができず、天井工事が終了しなければ、作
業に着手できないという問題点がある。また、既存建築
物の天井の改修・補修工事において、床面に天井作業用
の枠組み足場を組み立てると、床面の仕上げ材を著しく
損傷することがある。吊り足場によれば、これらの不都
合を回避することが可能である。
2. Description of the Related Art In general, using a suspended scaffold as a work scaffold in a roof / ceiling construction of a building having a large space such as an atrium, a gymnasium, a theater or the like involves assembling a frame scaffold for ceiling work on a floor surface. There are many advantages compared to the case. For example, when assembling a framework scaffold for ceiling work on the floor surface, the framework scaffold interferes, so that work inside the lower part cannot be performed, and work cannot be started unless ceiling work is completed. There is. In addition, when renovating or repairing the ceiling of an existing building, assembling a scaffold for ceiling work on the floor surface may significantly damage the finishing material on the floor surface. According to the suspended scaffold, it is possible to avoid these inconveniences.

【0003】しかしながら、単管等で組み立てられた従
来の一般的な吊り足場では、組立・解体にあたり、高所
危険作業が多くて作業性が悪く、また高所への足場部材
の搬入・搬出に手間がかかり、吊り足場の組立・解体の
工期を短縮することが困難であった。
[0003] However, in the case of a conventional general hanging scaffold assembled with a single pipe or the like, in assembling and disassembling, there are many dangerous works at high places and workability is poor. It was troublesome, and it was difficult to shorten the work period for assembling and dismantling the hanging scaffold.

【0004】また、特開平4−228772号公報に見
られるように、屋根鉄骨の建方に使用した移動式鉄骨建
方足場を利用し、屋根鉄骨の建方終了後、この移動式鉄
骨建方足場の上に、屋根鉄骨から垂下させる足場吊り下
げ用のワイヤや当該ワイヤによって吊り下げ支持される
吊りレールを搬入する一方、前記移動式鉄骨建方足場の
作業床に前記吊りレールに係合する走行車輪を取り付け
て、移動式鉄骨建方足場の作業床を吊り足場の構成部材
として利用する方法も、提案されている。
Further, as disclosed in Japanese Patent Application Laid-Open No. 4-228772, a movable steel frame is used to construct a roof steel frame. On the scaffold, a wire for suspending the scaffold suspended from the roof steel frame and a suspending rail suspended by the wire are carried in, and the suspending rail is engaged with the work floor of the movable steel framed scaffold. A method has also been proposed in which a traveling wheel is attached and a work floor of a movable steel framed scaffold is used as a component of a suspended scaffold.

【0005】この従来例によれば、吊り足場の構築作業
に、移動式鉄骨建方足場を使用するので、高所危険作業
を低減できるが、移動式鉄骨建方足場が必要であるか
ら、既存建築物の天井の改修・補修工事には、不適当で
あり、床面に枠組み足場を組み立てる場合と同様な問題
点がある。
[0005] According to this conventional example, a mobile steel framed scaffold is used for the construction work of the hanging scaffold, so that dangerous work at high places can be reduced. However, since the mobile steel framed scaffold is required, the existing steel framed scaffold is required. It is unsuitable for the renovation and repair work on the ceiling of a building, and has the same problems as when assembling a frame scaffold on the floor.

【0006】冒頭に記した大空間対応吊り足場構築シス
テムは、これらの問題点を一挙に解決するために開発さ
れたもので、次のような利点を有している。
The hanging scaffold construction system for large spaces described at the beginning has been developed to solve these problems at once, and has the following advantages.

【0007】 屋根鉄骨等の構造体から定着用吊り部
材と吊り上げ用ワイヤとを垂下し、地組した必要枚数の
セルフクライミング吊り足場ユニットを、前記吊り上げ
用ワイヤによって所定高さまで吊り上げ、前記定着用吊
り部材に連結すると共に、セルフクライミング吊り足場
ユニット相互を連結して、大空間に対応する大型の吊り
足場を構築するので、吊り足場の組立・解体時の高所危
険作業を大幅に低減でき、しかも、吊り足場ユニットを
地組するので、吊り足場ユニット自体の組立を容易かつ
安全に行えるだけでなく、高所への足場部材の搬入・搬
出を低減して、足場の組立・解体の工期を短縮できる。
[0007] A fixing hanging member and a lifting wire are hung from a structure such as a roof steel frame, and a required number of self-climbing hanging scaffold units that have been ground are lifted to a predetermined height by the lifting wire. In addition to connecting to the members, the self-climbing suspended scaffolding units are connected to each other to construct a large suspended scaffold corresponding to a large space, so that dangerous work in high places when assembling and dismantling the suspended scaffold can be significantly reduced, and , The suspended scaffolding unit is grounded, so that the suspended scaffolding unit itself can be assembled easily and safely, and the loading and unloading of scaffolding members to high places is reduced, shortening the time required for assembling and disassembling the scaffolding. it can.

【0008】 吊り足場ユニットを吊り上げ用ワイヤ
によって吊り上げるための揚重装置として、吊り上げ用
ワイヤの巻込みが可能なエンドレスウインチを使用し、
これを吊り足場ユニット自体に着脱自在に設けてセルフ
クライミング方式としているので、屋根鉄骨等の構造体
に据え付けた揚重装置によって大空間に対応する大型の
吊り足場を吊り上げる場合に比して、小型の揚重装置で
架設することが可能であり、建築物における揚重装置を
設置するためのスペースや補強を低減でき、しかも、揚
重装置(エンドレスウインチ)の盛替えにより、揚重装
置(エンドレスウインチ)の使用台数を少なくすること
ができる。
[0008] As a lifting device for lifting the suspended scaffolding unit with the lifting wire, an endless winch capable of winding the lifting wire is used.
Since this is a self-climbing system that is detachably provided on the hanging scaffold unit itself, it is smaller than when lifting a large hanging scaffold corresponding to a large space by a lifting device installed on a structure such as a roof steel frame. It is possible to reduce the space and reinforcement for installing a lifting device in a building, and to change the lifting device (endless winch) by changing the lifting device (endless winch). The number of winches used can be reduced.

【0009】 移動式鉄骨建方足場を使用せずに、吊
り足場を構築するため、既存建築物の天井の改修・補修
工事の際にも、床面の仕上げ材を極力傷めずに吊り足場
を架設できる。
[0009] In order to construct a suspended scaffold without using a movable steel framed scaffold, the suspended scaffold can be used as much as possible without damaging floor finishing materials even when renovating or repairing ceilings of existing buildings. Can be erected.

【0010】[0010]

【発明が解決しようとする課題】しかしながら、上記の
大空間対応吊り足場構築システムでは、使用するセルフ
クライミング吊り足場ユニットの形状が平面的であっ
て、フラットな作業床しか構築できなかったので、高低
差や勾配のある天井の施工には不適当であった。
However, in the above-described hanging scaffold construction system for large spaces, the shape of the self-climbing hanging scaffold unit to be used is planar, and only a flat work floor can be constructed. It was unsuitable for the construction of ceilings with differences and gradients.

【0011】また、天井が水平な建物においても、屋根
鉄骨や梁鉄骨に対する耐火被覆作業、天井裏の設備配管
作業、天井板の取付け作業や照明器具の取付け作業は、
上方からこの順に、且つ、高さを少しずつ(例えば、数
十センチメートル程度ずつ)変えて行われるので、各作
業において必要とされる作業床のレベルは少しずつ異な
るものであるが、従来の平面的な形状のセルフクライミ
ング吊り足場ユニットでは、作業の進行につれて、吊り
足場の高さを少しずつ変更することが必要となり、セル
フクライミング吊り足場ユニット相互の連結の解除と再
連結、エンドレスウインチの盛替え、定着用吊り部材に
対する連結の解除と再連結等々多くの作業が必要で、迅
速な対応が不可能であった。
Further, even in a building having a horizontal ceiling, a fireproof covering work on a roof steel beam or a steel beam, a piping work for equipment behind the ceiling, a work for mounting a ceiling panel, and a work for mounting a lighting fixture are required.
Since the work is performed from above in this order and the height is changed little by little (for example, about several tens of centimeters), the level of the work floor required in each work is slightly different. With a flat-shaped self-climbing suspended scaffolding unit, it is necessary to gradually change the height of the suspended scaffolding unit as the work progresses. Many operations such as replacement, disconnection and reconnection of the fixing suspending member, and the like, were not possible, and quick response was impossible.

【0012】本発明は、大空間対応吊り足場構築システ
ムにおける上記の利点を確保しつつこれらの問題点を解
決したもので、その目的とするところは、高低差や勾配
のある天井の施工に適した作業床を迅速かつ安全に構築
できるようにしたセルフクライミング吊り足場ユニット
を提供することにある。
The present invention solves these problems while securing the above-mentioned advantages in a large-space suspension scaffolding construction system. The object of the present invention is to construct a ceiling with a difference in elevation or a slope. To provide a self-climbing suspended scaffolding unit capable of quickly and safely constructing a work floor.

【0013】[0013]

【課題を解決するための手段】上記の課題を解決するた
めに、本発明では、屋根鉄骨等の構造体から定着用吊り
部材と吊り上げ用ワイヤとを垂下し、地組した必要枚数
のセルフクライミング吊り足場ユニットを、前記吊り上
げ用ワイヤによって所定高さまで吊り上げ、前記定着用
吊り部材に連結すると共に、セルフクライミング吊り足
場ユニット相互を連結して、吊り足場を構築するように
した大空間対応吊り足場構築システムに用いるセルフク
ライミング吊り足場ユニットを構成するにあたり、前記
吊り上げ用ワイヤの巻込みが可能なエンドレスウインチ
を着脱自在に取り付けると共に、前記定着用吊り部材に
対する連結部を設けてある主架構に、複数枚の床材を複
数段に、且つ、着脱可能な状態に敷設したことを特徴と
している。尚、床材の上下間隔は、例えば、数十センチ
メートルに設定される。
In order to solve the above-mentioned problems, according to the present invention, a hanging member for fixing and a wire for lifting are suspended from a structure such as a roof steel frame, and self-climbing of a required number of grounds is carried out. The large-scale suspension scaffold construction in which the suspension scaffold unit is lifted to a predetermined height by the lifting wire and connected to the fixing suspension member, and the self-climbing suspension scaffold units are connected to each other to construct a suspension scaffold. In configuring a self-climbing suspension scaffold unit used in the system, an endless winch capable of winding the lifting wire is detachably attached, and a plurality of sheets are provided on a main frame provided with a connecting portion to the fixing suspension member. Is characterized by being laid in a plurality of levels and in a detachable state. The vertical interval between the floor materials is set to, for example, several tens of centimeters.

【0014】上記の構成によれば、屋根鉄骨等の構造体
から垂下した吊り上げ用ワイヤをエンドレスウインチに
巻き込んで、セルフクライミング吊り足場ユニットを昇
降駆動させることができる。
According to the above configuration, the lifting wire hanging from the roof steel frame or the like can be wound around the endless winch to drive the self-climbing suspended scaffold unit up and down.

【0015】また、エンドレスウインチは、セルフクラ
イミング吊り足場ユニットの主架構に着脱自在に取り付
けられているから、セルフクライミング吊り足場ユニッ
トを所定高さまで上昇させ、主架構を屋根鉄骨等の構造
体から垂下した定着用吊り部材に連結して、構造体に定
着した後、エンドレスウインチだけを下降させて、次の
セルフクライミング吊り足場ユニットの揚重装置として
転用することができる。この場合、構造体の所定位置に
別の吊り上げ用ワイヤを垂下するか、ワイヤの取付け位
置を変更することが必要であるが、何れにしても、ワイ
ヤ自体は、比較的軽量であるため、作業が容易であり、
屋根鉄骨等の構造体に揚重装置据付け用の大きなスペー
スを確保する必要もなく、揚重装置据付け用の補強構造
も不要である。
Since the endless winch is detachably attached to the main frame of the self-climbing suspended scaffolding unit, the self-climbing suspended scaffolding unit is raised to a predetermined height, and the main frame is suspended from a structure such as a roof steel frame. After being connected to the fixing suspension member and fixed to the structure, only the endless winch is lowered and can be diverted as a lifting device for the next self-climbing suspended scaffolding unit. In this case, it is necessary to suspend another lifting wire at a predetermined position on the structure or to change the mounting position of the wire, but in any case, the wire itself is relatively lightweight, Is easy,
There is no need to secure a large space for installing the lifting device in a structure such as a roof steel frame, and no reinforcing structure for installing the lifting device is required.

【0016】そして、所定高さに吊り上げた必要枚数の
セルフクライミング吊り足場ユニットを、鋼材等により
互いに連結して、大空間に対応する大型の吊り足場を構
築することになる。
Then, the required number of self-climbing suspended scaffolding units suspended at a predetermined height are connected to each other by a steel material or the like to construct a large suspended scaffold corresponding to a large space.

【0017】従って、上述した〜の利点が得られる
のであり、しかも、主架構には、複数枚の床材を、例え
ば数十センチメートルの上下間隔で、複数段に、且つ、
着脱可能な状態に敷設してあるので、例えば、各セルフ
クライミング吊り足場ユニットにおいて、一端側では、
床材を1段とし、他端側に行くにつれて、2段、3段
と、段数を増やして敷設することにより、例えば数十セ
ンチメートルの上下間隔とした段床状の作業床を構築す
ることにより、作業床の全体を天井の勾配に概ね沿わせ
ることができる。
Therefore, the above-mentioned advantages (1) to (4) can be obtained. In addition, the main frame is provided with a plurality of flooring materials, for example, at a vertical interval of several tens of centimeters, in a plurality of steps, and
Because it is laid in a removable state, for example, in each self-climbing suspended scaffolding unit, at one end,
The flooring is made up of one step, and the number of steps is increased to two steps and three steps as it goes to the other end, thereby constructing a stepped work floor with a vertical interval of, for example, several tens of centimeters. Thereby, the entire work floor can be made substantially along the slope of the ceiling.

【0018】また、屋根鉄骨が水平な建物においても、
屋根鉄骨に対する耐火被覆作業、天井裏の設備配管作
業、天井板の取付け作業や照明器具の取付け作業を、上
方からこの順に、且つ、高さを少しずつ変えて行う場
合、予め、例えば数十センチメートルの上下間隔で、複
数段に敷設されている床材を、作業の進行につれて、1
段ずつ撤去していくことにより、各作業において必要と
される作業床のレベルを迅速かつ安全に実現することが
できる。
In a building having a horizontal roof steel frame,
When performing the fireproof covering work on the roof steel frame, the piping work of the equipment above the ceiling, the work of installing the ceiling panel, and the work of installing the lighting equipment, in this order from the top and by gradually changing the height, for example, several tens of centimeters in advance As the work progresses, the floor materials laid in multiple levels at intervals of
By stepwise removal, the level of the work floor required for each operation can be quickly and safely realized.

【0019】[0019]

【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。図1は、本発明に係るセルフクラ
イミング吊り足場ユニットAを使用して構築された2層
式の吊り足場Bの概要を示す。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows an outline of a two-layer suspended scaffold B constructed using a self-climbing suspended scaffold unit A according to the present invention.

【0020】図中の1は吊り上げ用ワイヤ、2はワイヤ
やチェーン等の定着用吊り部材であり、これら1,2
は、屋根鉄骨、梁鉄骨、コンクリート床版等の構造体3
から垂下させてある。4はセルフクライミング吊り足場
ユニットAの四隅に装備された4台のエンドレスウイン
チ(エンドレスワインダーとも言う)5を一階床Fの上
で遠隔操作する操作盤、6は、前記吊り上げ用ワイヤ1
による吊り点近くに上端を連結した揚程計測メジャーで
あり、この揚程重計測メジャー6によって揚重中のセル
フクライミング吊り足場ユニットAの水平状態を検出し
管理できるようになっている。7は隣接するセルフクラ
イミング吊り足場ユニットA,A同士を連結する単管等
の鋼材、8は隙間を塞ぐ床板、9は工具類などが落下す
るのを防止する養生ネットである。
In the drawing, reference numeral 1 denotes a lifting wire, and 2 denotes a fixing hanging member such as a wire or a chain.
Is a structure 3 such as a roof steel frame, beam steel frame, concrete floor slab, etc.
Hanged from. Reference numeral 4 denotes an operation panel for remotely controlling four endless winches (also referred to as endless winders) 5 provided at the four corners of the self-climbing suspended scaffolding unit A on the first floor F. Reference numeral 6 denotes the lifting wire 1.
The lifting weight measuring measure 6 has its upper end connected near the hanging point. The lifting weight measuring measure 6 can detect and manage the horizontal state of the self-climbing suspended scaffolding unit A during lifting. Reference numeral 7 denotes a steel material such as a single pipe connecting the adjacent self-climbing suspended scaffolding units A, A, 8 denotes a floor plate that closes a gap, and 9 denotes a curing net that prevents tools and the like from dropping.

【0021】各セルフクライミング吊り足場ユニットA
は、図2〜図4に示すように、クサビ10を打ち込むた
めの小孔11が円周方向一定間隔おきに形成された円形
鍔状金物より成る水平部材取付け部12が上下方向に約
30センチメートルピッチで複数個設けられている四隅
の柱材13と、当該柱材13に架設された鋼製トラスフ
レーム14と、必要であれば、少なくとも一辺の鋼製ト
ラスフレーム14に連結されるサイドブラケット15
(伸縮可能な二重管構造の水平パイプ15aを有し、鋼
製トラスフレーム14からの張り出し量を調節できるよ
うになっている。)と、鋼製トラスフレーム14の上に
立設された前記柱材13と同様な間柱16と、前記柱材
13と間柱16とにわたって架設された手摺りパイプ1
7等によって組み立てられた主架構18と、主架構18
に、前記水平部材取付け部12に架設された水平パイプ
19を介して、約30〜90センチメートルの上下間隔
で複数段(図示の例では、約90センチメートルの上下
間隔で2段)に、且つ、着脱可能な状態に敷設された複
数枚の矩形状の鋼製の床材20とを備えている。
Each self-climbing suspended scaffolding unit A
As shown in FIGS. 2 to 4, a horizontal member mounting portion 12 made of a circular flange-shaped metal member having small holes 11 for driving a wedge 10 formed at regular intervals in a circumferential direction has a height of about 30 cm in the vertical direction. A plurality of pillars 13 at four corners provided at a plurality of meter pitches, a steel truss frame 14 laid on the pillars 13 and, if necessary, side brackets connected to at least one side of the steel truss frame 14. Fifteen
(It has a horizontal pipe 15a having a telescopic double pipe structure so that the amount of protrusion from the steel truss frame 14 can be adjusted.) A stud 16 similar to the pillar 13, and a handrail pipe 1 spanning the pillar 13 and the stud 16.
7 and the like, and a main frame 18
A plurality of stages (in the illustrated example, two stages with a vertical interval of about 90 cm) are provided at a vertical interval of about 30 to 90 cm via a horizontal pipe 19 laid on the horizontal member mounting portion 12. Moreover, it includes a plurality of rectangular steel floor members 20 laid in a detachable state.

【0022】四隅の柱材13(鋼製トラスフレーム14
と連結される柱材)には、夫々、前記吊り上げ用ワイヤ
1の巻込みが可能なエンドレスウインチ5を、クランプ
金物とその締付け用のボルト・ナット等により、着脱自
在に取り付けると共に、当該柱材13の上端部に、夫
々、前記定着用吊り部材2に対する連結部21を設けて
ある。
Four pillars 13 (steel truss frames 14)
The endless winch 5 into which the lifting wire 1 can be wound is detachably attached to each of the column members connected to the column member by a clamp hardware and bolts and nuts for tightening the same. At the upper end of each of the fixing members 13, a connecting portion 21 for the fixing hanging member 2 is provided.

【0023】連結部21としては、種々の具体的な構成
を採用できるが、この実施の形態では、図4に示すよう
に、柱材13の上端に水平なピン孔を有するブラケット
22を敷設して、前記連結部21を構成してある。そし
て、前記ブラケット22にターバックル23をピン24
で揺動自在に連結し、定着用吊り部材2の下端に設けた
シャックル25に、ターバックル23の上端を挿抜可能
なピン26で連結するように構成してある。また、主架
構18における各構成部材の連結は、クサビ10やパイ
プの二重管部分を貫通するピン(図示せず)等によって
行われている。
As the connecting portion 21, various specific configurations can be adopted. In this embodiment, as shown in FIG. 4, a bracket 22 having a horizontal pin hole is laid at the upper end of the column member 13. Thus, the connecting portion 21 is configured. Then, a buckle 23 is attached to the bracket 22 with a pin 24.
And the upper end of the buckle 23 is connected to a shackle 25 provided at the lower end of the fixing hanging member 2 by a pin 26 which can be inserted and withdrawn. The connection of the components in the main frame 18 is performed by a wedge 10 or a pin (not shown) penetrating the double pipe portion of the pipe.

【0024】尚、床材20は、主架構18の全域にわた
って複数段に敷設する場合と、部分的に複数段に敷設す
る場合とがある。後者の場合、上下の作業床の段差が3
0センチメートル程度であれば、昇り降りに支障がない
ので、必要ではないが、60〜90センチメートル程度
の段差となる場合には、図示のように、上下の床材20
にわたってスロープ状ないしは階段状の床材20aを敷
設して、各段への昇り降りを容易にすることが望まし
い。上下の作業床の段差(床材20の上下間隔)は、柱
材13に設ける水平部材取付け部12のピッチ(上下間
隔)に対応して任意に設定できるが、梁鉄骨の梁成、天
井裏に吊り込まれるダクト類の上下幅、天井板の取付け
レベル等を考慮すると、水平部材取付け部12のピッチ
を、上述した実施の形態の通り、約30センチメートル
として、上下の作業床の段差(床材20の上下間隔)を
約30〜90センチメートルの範囲で設定するか、ある
いは水平部材取付け部12のピッチを、約20センチメ
ートルとし、上下の作業床の段差(床材20の上下間
隔)を約20〜100センチメートルの範囲で設定する
ことが、実用上、望ましい。
The floor member 20 may be laid in a plurality of steps over the entire area of the main frame 18, or may be partially laid in a plurality of steps. In the latter case, the height of the upper and lower working floors is 3
If it is about 0 cm, there is no problem in climbing and descending, so it is not necessary. However, if it is a step of about 60 to 90 cm, as shown in FIG.
It is desirable to lay a slope-like or step-like flooring material 20a over the floor to make it easy to ascend and descend to each step. The level difference between the upper and lower working floors (the vertical interval between the floor members 20) can be set arbitrarily in accordance with the pitch (the vertical interval) between the horizontal member mounting portions 12 provided on the column members 13. In consideration of the vertical width of the ducts suspended in the ceiling, the mounting level of the ceiling plate, and the like, the pitch of the horizontal member mounting portion 12 is set to about 30 cm, as in the above-described embodiment, and the step ( The vertical spacing of the flooring material 20 is set in the range of about 30 to 90 cm, or the pitch of the horizontal member mounting portion 12 is set to about 20 cm, and the height difference between the upper and lower working floors (the vertical spacing of the flooring material 20). ) Is set in the range of about 20 to 100 cm.

【0025】上記の吊り足場Bは、図3に示すように、
1階床(合板やシート等により養生されている。)Fに
おいて、セルフクライミング吊り足場ユニットAを地組
し、必要枚数のセルフクライミング吊り足場ユニットA
を遠隔操作により所定高さまで吊り上げ、それらを定着
用吊り部材2に連結して構造体3に定着すると共に、鋼
材7等でセルフクライミング吊り足場ユニットA同士を
互いに連結して構築される。
The hanging scaffold B is, as shown in FIG.
On the first floor (cured by plywood, sheets, etc.) F, self-climbing suspended scaffolding units A are laid, and the required number of self-climbing suspended scaffolding units A are formed.
Are lifted to a predetermined height by remote control, and they are connected to the fixing hanging member 2 to be fixed to the structural body 3, and the self-climbing hanging scaffold units A are connected to each other by the steel material 7 or the like.

【0026】エンドレスウインチ5は、セルフクライミ
ング吊り足場ユニットAの定着後、主架構18から分離
され、操作盤4での遠隔操作により、エンドレスウイン
チ5だけを同時に、あるいは1台ずつ一階床Fまで下降
させて、次のセルフクライミング吊り足場ユニットAの
揚重装置として転用される。
After the self-climbing suspension scaffolding unit A is fixed, the endless winch 5 is separated from the main frame 18 and remote-controlled on the operation panel 4 so that only the endless winches 5 are simultaneously or one by one to the first floor F. After being lowered, it is diverted as a lifting device for the next self-climbing suspended scaffolding unit A.

【0027】上記の構成によれば、例えば、図5に示す
ように、天井が水平な建物においても、屋根鉄骨や梁鉄
骨に対する耐火被覆作業、天井裏の設備配管(空調ダク
ト等)27の取付け作業、天井板28の取付け作業や照
明器具の取付け作業を、上方からこの順に、且つ、高さ
を少しずつ変えて行う場合、予め、数十センチメートル
の上下間隔で複数段に敷設されている床材20を、作業
の進行につれて、上段のものから1段ずつ撤去していく
ことにより、各種作業において必要とされる作業床レベ
ルF1 ,F2 を迅速かつ安全に実現することができる。
According to the above configuration, for example, as shown in FIG. 5, even in a building with a horizontal ceiling, fireproof coating work on a roof steel frame or a beam steel frame, and installation of equipment piping (air conditioning duct, etc.) 27 behind the ceiling are performed. When the work, the installation work of the ceiling plate 28, and the work of installing the lighting equipment are performed in this order from above and with the height being changed little by little, the work is laid in advance in a plurality of steps at vertical intervals of several tens of centimeters. By removing the floor material 20 one by one from the upper ones as the work proceeds, the work floor levels F 1 and F 2 required for various works can be realized quickly and safely.

【0028】因に、床材20が1段だけ敷設されてい
て、当該床材20を低い位置に順次盛り替えていくので
あれば、床材20を一時的に撤去した際、部分的に作業
床の存在しない状態が生じるので、安全確保が非常に困
難であるが、本発明の上記構成によれば、予め、複数段
に敷設された床材20を、上段のものから撤去していく
ことによって、作業床のレベル調節を行うので、常に、
下段に床材20が存在する状態で、作業床のレベル調節
が行われることになり、安全が確保されるのである。
If the floor material 20 is laid only one step, and if the floor material 20 is to be rearranged sequentially to a lower position, when the floor material 20 is temporarily removed, the work is partially performed. It is very difficult to ensure safety because a state where the floor does not exist is caused. However, according to the above configuration of the present invention, it is necessary to remove the floor material 20 laid in a plurality of stages from the upper one in advance. By adjusting the level of the work floor,
In a state where the floor material 20 exists in the lower stage, the level of the work floor is adjusted, and safety is ensured.

【0029】また、図6に示すように、屋根鉄骨に勾配
がある場合、各セルフクライミング吊り足場ユニットA
において、一端側では、床材20を1段とし、他端側に
は、2段に、もしくはそれ以上に段数を増やして、敷設
することにより、段床状の作業床(レベルF1 〜F4
が構築されるので、作業床の全体を天井の勾配に概ね沿
わせることができる。図6に示す29は、壁際に組み立
てた枠組足場であり、吊り足場Bへの乗り込み路30を
形成してある。
As shown in FIG. 6, when the roof steel frame has a slope, each self-climbing suspended scaffolding unit A
In, in one end, the flooring 20 as a first stage, to the other end, in two stages, or more to increase the number of stages, by laying, stage floor like working floor (level F 1 to F 4 )
Is constructed, so that the entire work floor can be substantially along the slope of the ceiling. Reference numeral 29 shown in FIG. 6 is a framework scaffold assembled near the wall, and forms a boarding path 30 to the hanging scaffold B.

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

【図1】吊り足場の概要を示す概略斜視図である。FIG. 1 is a schematic perspective view showing an outline of a suspended scaffold.

【図2】セルフクライミング吊り足場ユニットの概略斜
視図である。
FIG. 2 is a schematic perspective view of a self-climbing suspended scaffold unit.

【図3】吊り足場の構築手順の説明図である。FIG. 3 is an explanatory diagram of a construction procedure of a suspended scaffold.

【図4】セルフクライミング吊り足場ユニットにおける
要部の斜視図である。
FIG. 4 is a perspective view of a main part of the self-climbing hanging scaffold unit.

【図5】作用の説明図である。FIG. 5 is an explanatory diagram of an operation.

【図6】作用の説明図である。FIG. 6 is an explanatory diagram of an operation.

【符号の説明】[Explanation of symbols]

A…セルフクライミング吊り足場ユニット、B…吊り足
場、1…吊り上げ用ワイヤ、2…定着用吊り部材、18
…主架構、20…床材。
A: Self-climbing suspended scaffold unit, B: suspended scaffold, 1: lifting wire, 2: fixing hanging member, 18
... Main frame, 20 ... Floor material.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 森田 将史 大阪市中央区本町4丁目1番13号 株式会 社竹中工務店大阪本店内 (72)発明者 川端 俊也 大阪市中央区谷町2丁目4番5号 日綜産 業株式会社大阪支店内 (72)発明者 下條 洋揮 大阪市中央区谷町2丁目4番5号 日綜産 業株式会社大阪支店内 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor: Masashi Morita 4-1-1-13, Honcho, Chuo-ku, Osaka City Inside Takenaka Corporation Osaka Main Store (72) Inventor: Toshiya Kawabata 2--4, Tanimachi, Chuo-ku, Osaka-shi No. 5 Nissan Industry Co., Ltd. Osaka Branch (72) Inventor Hiroshi Shimojo 2-4-5 Tanimachi, Chuo-ku, Osaka City Nissan Industry Co., Ltd. Osaka Branch

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 屋根鉄骨等の構造体から定着用吊り部材
と吊り上げ用ワイヤとを垂下し、地組した必要枚数のセ
ルフクライミング吊り足場ユニットを、前記吊り上げ用
ワイヤによって所定高さまで吊り上げ、前記定着用吊り
部材に連結すると共に、セルフクライミング吊り足場ユ
ニット相互を連結して、吊り足場を構築するようにした
大空間対応吊り足場構築システムに用いるセルフクライ
ミング吊り足場ユニットであって、前記吊り上げ用ワイ
ヤの巻込みが可能なエンドレスウインチを着脱自在に取
り付けると共に、前記定着用吊り部材に対する連結部を
設けてある主架構に、複数枚の床材を複数段に、且つ、
着脱可能な状態に敷設してあることを特徴とする大空間
対応吊り足場構築システムに用いるセルフクライミング
吊り足場ユニット。
1. A hanging member for fixing and a wire for lifting are suspended from a structure such as a roof steel frame, and a required number of self-climbing hanging scaffold units which are grounded are lifted up to a predetermined height by the wire for lifting. A self-climbing hanging scaffolding unit used in a large space-compatible hanging scaffolding construction system in which a self-climbing hanging scaffolding unit is connected to each other to construct a hanging scaffolding, and Along with a detachable endless winch capable of being rolled in, a plurality of floor materials are provided in a plurality of steps on a main frame provided with a connecting portion to the fixing suspension member, and
A self-climbing suspension scaffold unit used in a large space suspension scaffold construction system, which is laid in a detachable state.
JP11351197A 1997-04-14 1997-04-14 Self-climbing hanging scaffold unit for use in hanging scaffold constructing system corresponding to large space Pending JPH10292619A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11351197A JPH10292619A (en) 1997-04-14 1997-04-14 Self-climbing hanging scaffold unit for use in hanging scaffold constructing system corresponding to large space

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11351197A JPH10292619A (en) 1997-04-14 1997-04-14 Self-climbing hanging scaffold unit for use in hanging scaffold constructing system corresponding to large space

Publications (1)

Publication Number Publication Date
JPH10292619A true JPH10292619A (en) 1998-11-04

Family

ID=14614199

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11351197A Pending JPH10292619A (en) 1997-04-14 1997-04-14 Self-climbing hanging scaffold unit for use in hanging scaffold constructing system corresponding to large space

Country Status (1)

Country Link
JP (1) JPH10292619A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009084920A (en) * 2007-10-01 2009-04-23 Ohbayashi Corp Steel frame erection method and suspended scaffolding unit
CN103255908A (en) * 2013-04-03 2013-08-21 中建钢构有限公司 Adjustable safety passage of primary truss
JP2016531221A (en) * 2013-08-08 2016-10-06 サフウェイ サービシズ, リミテッド ライアビリティー カンパニーSafway Services, LLC Access structure integrated assembly and integrated access system and method of using the same
CN110284700A (en) * 2019-07-23 2019-09-27 北京城建北方众邦装饰工程有限公司 Operating platform and construction method applied to hyperboloid space structure
CN111236688A (en) * 2020-03-06 2020-06-05 中冶焦耐(大连)工程技术有限公司 Liftable construction platform for reinforcing circular silo in vitro
US10704276B2 (en) 2013-08-08 2020-07-07 Brandsafway Services Llc Access structure integration assembly and integrated access systems and methods of using the same
JP2022101438A (en) * 2020-12-24 2022-07-06 株式会社Ihiインフラシステム Suspended scaffold

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009084920A (en) * 2007-10-01 2009-04-23 Ohbayashi Corp Steel frame erection method and suspended scaffolding unit
CN103255908A (en) * 2013-04-03 2013-08-21 中建钢构有限公司 Adjustable safety passage of primary truss
CN103255908B (en) * 2013-04-03 2016-04-13 中建钢构有限公司 A kind of main couple adjustable safety passage
JP2016531221A (en) * 2013-08-08 2016-10-06 サフウェイ サービシズ, リミテッド ライアビリティー カンパニーSafway Services, LLC Access structure integrated assembly and integrated access system and method of using the same
US10704276B2 (en) 2013-08-08 2020-07-07 Brandsafway Services Llc Access structure integration assembly and integrated access systems and methods of using the same
CN110284700A (en) * 2019-07-23 2019-09-27 北京城建北方众邦装饰工程有限公司 Operating platform and construction method applied to hyperboloid space structure
CN110284700B (en) * 2019-07-23 2024-06-11 北京城建北方众邦装饰工程有限公司 Operating platform applied to hyperboloid space structure and construction method
CN111236688A (en) * 2020-03-06 2020-06-05 中冶焦耐(大连)工程技术有限公司 Liftable construction platform for reinforcing circular silo in vitro
JP2022101438A (en) * 2020-12-24 2022-07-06 株式会社Ihiインフラシステム Suspended scaffold

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