JP6409353B2 - Suspended scaffold and installation method using the same - Google Patents

Suspended scaffold and installation method using the same Download PDF

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Publication number
JP6409353B2
JP6409353B2 JP2014123476A JP2014123476A JP6409353B2 JP 6409353 B2 JP6409353 B2 JP 6409353B2 JP 2014123476 A JP2014123476 A JP 2014123476A JP 2014123476 A JP2014123476 A JP 2014123476A JP 6409353 B2 JP6409353 B2 JP 6409353B2
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scaffold
ceiling
frame
small room
wall
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JP2016003472A (en
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耕二 佐藤
耕二 佐藤
穣 横川
穣 横川
晃嗣 上田
晃嗣 上田
実 黒川
実 黒川
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Hitachi Plant Construction Co Ltd
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Hitachi Plant Construction Co Ltd
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Priority to JP2014123476A priority Critical patent/JP6409353B2/en
Priority to GB1507523.7A priority patent/GB2530127A/en
Priority to LT2015042A priority patent/LT6253B/en
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    • 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
    • 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
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/36Scaffolds for particular parts of buildings or buildings of particular shape, e.g. for stairs, cupolas, domes
    • E04G1/362Scaffolds for particular parts of buildings or buildings of particular shape, e.g. for stairs, cupolas, domes specially adapted for tanks, silos or similar vessels
    • 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
    • E04G3/305Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables specially adapted for tanks, silos or similar vessels
    • 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
    • E04G2003/283Mobile scaffolds; Scaffolds with mobile platforms mobile horizontally
    • 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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Movable Scaffolding (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

本発明は、コンクリートで囲われた小部屋の設備機器を据え付ける際の足場となる吊足場及びそれを用いた据付方法に関する。   The present invention relates to a suspended scaffolding that serves as a scaffold for installing equipment in a small room surrounded by concrete, and an installation method using the same.

原子力発電所のような建屋ではコンクリート壁で囲われた小部屋の中に機器・配管・ダクト・ケーブルトレイが据え付けられている。
従来、このような建屋の建設工法として後入れ工法があり、この工法は、まず、床および壁を形成した後、天井施工用足場を設置する。天井施工用足場を用いて天井を施工した後、天井に設置するホイストなどの据え付け作業、壁面の仕上げ作業を行う。次に、天井施工用足場を撤去して床塗装を行う。そして、壁の通路口から小部屋内に設置する設備機器、配管、サポート部材などを搬入する。さらに据付作業用足場を設置、撤去を複数回繰り返しながら設備機器、配管、ダクトなどを据え付けている。
In buildings such as nuclear power plants, equipment, piping, ducts, and cable trays are installed in small rooms surrounded by concrete walls.
Conventionally, there is a post-installation method as a construction method for such a building. In this method, a floor and a wall are first formed, and then a scaffold for ceiling construction is installed. After the ceiling is constructed using the ceiling construction scaffolding, installation work such as hoists installed on the ceiling, and wall finishing work are performed. Next, the ceiling construction scaffold is removed and floor coating is performed. And equipment equipment, piping, a support member, etc. installed in a small room are carried in from the passage opening of a wall. In addition, installation equipment scaffolds are installed and equipment, piping, ducts, etc. are installed while repeating removal several times.

このような後入れ工法では、据付作業用足場の組み直しにより、工期が長期化し、高所作業が多発する。このため、あらかじめ設備機器の一部を仮組みしたモジュール構造物を用いた先入れ工法が適用されている。
特許文献1に開示のモジュール構造物は、小部屋に配置する設備機器部品を吊り下げ可能とし、小部屋内の設計上の配置位置に対応して長さが調整された吊り下げ手段を備えることにより、小部屋の床面から浮かび上がらせることができ床面の塗装工事を容易に行うことができる。
In such a post-installation method, the work period is prolonged due to the reassembly of the scaffold for installation work, and work at high places frequently occurs. For this reason, a first-in method using a module structure in which a part of equipment is temporarily assembled is applied.
The module structure disclosed in Patent Literature 1 is capable of suspending equipment parts arranged in a small room, and includes a suspension unit whose length is adjusted in accordance with the design arrangement position in the small room. Thus, the floor surface of the small room can be lifted, and the floor surface can be easily painted.

特開2012−207430号公報JP 2012-207430 A

しかしながら特許文献1のようなモジュール構造物によれば、床面から設備機器部品を浮かび上がらせた構成であるため床面の塗装工事を行うことができるが、あらかじめモジュール構造物に吊り下げ手段を用いて設計通りに設備機器を仮組みする作業が煩雑な作業となっていた。また、複数の設備機器を仮組みしたモジュール構造物は重量が増して、大型のクレーン車が必要になるなど取扱いが困難であった。   However, according to the module structure as disclosed in Patent Document 1, since the construction equipment parts are raised from the floor surface, the floor surface can be painted. However, a suspension means is used on the module structure in advance. As a result, the work of temporarily assembling the equipment as designed was complicated. In addition, the module structure in which a plurality of facility devices are temporarily assembled has increased in weight and is difficult to handle because a large crane is required.

このような建屋に据え付け工事を行う場合には、吊足場を部屋一面に配置して、部屋の中に設備機器を搬入できるように床面の通路性を確保しつつ、据え付け用の足場として適用できることが望ましい。
しかし、海外の施工現場では、床面から骨組みと床板を組み上げた本組み足場を用いることが主流であり、高所の部屋一面に吊足場を組む高度な技術を持つ作業員の数が限られている。このため、海外の建設工事では、本組み足場が過剰に組み立てられて、床面の通路性が確保できず、搬入作業に支障を来すケースが多発するおそれがあった。
When performing installation work in such a building, a suspension scaffold is placed on the entire surface of the room, and it is applied as a scaffold for installation while ensuring the passage of the floor so that equipment can be carried into the room. It is desirable to be able to do it.
However, in overseas construction sites, it is mainstream to use a main scaffold that is constructed of a frame and a floorboard from the floor surface, and the number of highly skilled workers who assemble a suspended scaffold over a room in a high place is limited. ing. For this reason, in the overseas construction work, this assembly scaffold was assembled excessively, and the passage of the floor surface could not be secured, and there was a possibility that cases that would hinder the carrying-in work occurred frequently.

そこで本発明は、上記従来技術の問題点に鑑み、小部屋への設備機器の搬入作業を容易とし、据え付け用足場の撤去・設置を繰り返す必要がない吊足場及びそれを用いた据付方法を提供することを目的としている。   In view of the above-described problems of the prior art, the present invention provides a suspension scaffold that facilitates the carrying-in work of equipment into a small room and does not require repeated removal and installation of a mounting scaffold, and an installation method using the suspension scaffold. The purpose is to do.

本発明は、上記の課題を解決するための第1の手段として、小部屋の平面視で天井梁とほぼ重なる位置に配置した柱と複数の前記柱と跨るように配置したサポートを仮組みしたフレームと、前記小部屋の床面側で設備機器の搬入作業が可能な高さ位置の前記フレームに取り付け可能とし前記設備機器の据付作業を行う据付作業用足場と、前記小部屋の天井を施工する天井施工用足場と、前記小部屋の壁面の仕上げ作業を行う壁仕上げ用足場を有する構造物を床面と壁面が形成された前記小部屋に搬入して天井を施工した後、一端に前記天井の天井梁のフランジを把持する把持部と、他端に前記柱のフランジと連結可能な第1筒体のフランジ部と、前記第1筒体の軸心に配置され軸回りに回転自在なシャフトと螺合する第2筒体を有する足場サポートを前記フレームの柱に接続し、前記把持部で前記天井梁を把持し、前記フランジ部で前記柱のフランジを連結して前記第2筒体を上下動させて前記フレームを前記天井梁に連結し、前記天井施工用足場と、前記壁仕上げ用足場と、前記フレームの一部を撤去して形成する吊足場であって、
前記吊足場は、前記フレームと、前記足場サポートと、前記据付作業用足場を備えることを特徴とする吊足場を提供することにある。
In the present invention, as a first means for solving the above-described problem, a column disposed in a position substantially overlapping the ceiling beam in a plan view of the small room and a support disposed so as to straddle the plurality of columns are temporarily assembled. Construction of a frame, a scaffold for installation work that can be installed on the frame at a height position where equipment equipment can be carried in on the floor side of the small room, and for installation work of the equipment equipment, and a ceiling of the small room The ceiling construction scaffolding and the wall finishing scaffold for performing the finishing work on the wall surface of the small room are carried into the small room on which the floor surface and the wall surface are formed and the ceiling is constructed. A grip portion for gripping the flange of the ceiling beam of the ceiling, a flange portion of the first cylinder that can be connected to the flange of the column at the other end, and an axial center of the first cylinder that is rotatable about the axis Scaffolding support having a second cylinder threadably engaged with the shaft Connect over bets a pillar of the frame, the ceiling beams and the grip, the ceiling beams of the frame by connecting the flange of said post is moved up and down the second cylindrical body at the flange portion by the grasping portion A suspension scaffold formed by removing a part of the frame, the ceiling construction scaffold, the wall finishing scaffold ,
The suspension scaffold is to provide a suspension scaffold including the frame, the scaffold support, and the installation work scaffold .

本発明は、上記の課題を解決するための第2の手段として、前記第1の手段において、前記足場サポートは、第1筒体と、前記第1筒体の軸心に配置され軸回りに回転自在なシャフトと螺合する第2筒体と、を備え、前記第2筒体が前記第1筒体から軸方向に伸縮可能なことを特徴とする吊足場を提供することにある。   According to the present invention, as a second means for solving the above-described problem, in the first means, the scaffold support is disposed on an axis of the first cylinder and the axis of the first cylinder and around the axis. It is another object of the present invention to provide a suspended scaffold comprising a second cylinder threadably engaged with a rotatable shaft, wherein the second cylinder body is extendable and contractible in the axial direction from the first cylinder body.

本発明は、上記の課題を解決するために第3の手段として、前記第1及び第2の手段において、前記フレームに取り付けて前記フレームと共に前記天井側から搬入し前記天井施工後に撤去する天井施工用足場と、前記フレームに取り付けて前記フレームと共に前記天井側から搬入し前記小部屋の壁仕上げ後に撤去する壁仕上げ用足場と、を備えたことを特徴とする吊足場を提供することにある。   In order to solve the above-mentioned problems, the present invention provides a ceiling construction in which the first means and the second means are attached to the frame, are carried together with the frame from the ceiling side, and are removed after the ceiling construction. An object of the present invention is to provide a suspended scaffold comprising: a scaffold, and a wall finishing scaffold that is attached to the frame, is carried together with the frame from the ceiling side, and is removed after wall finishing of the small room.

本発明は、上記の課題を解決するための第4の手段として、フレームに天井施工用足場と、壁仕上げ用足場と、据付作業用足場を着脱可能に仮組みした構造物を床面と壁面が形成された小部屋へ搬入する工程と、前記天井施工用足場で前記小部屋の天井を施工する工程と、天井施工後の天井梁に取り付けて前記天井梁に対して水平方向又は垂直方向の取り付け位置を調整可能な足場サポートを前記フレームの柱に接続し、前記壁仕上げ用足場で壁を仕上げる工程と、前記天井施工用足場と、前記壁仕上げ用足場と、前記フレームの一部を解体して前記据付作業用足場を前記天井梁から吊り下げた吊足場を形成する工程と、前記小部屋内に設備機器を搬入して前記据付作業用足場から据え付ける工程と、を有することを特徴とする吊足場を用いた据付方法を提供することにある。 As a fourth means for solving the above problems, the present invention provides a floor surface and a wall surface of a structure in which a ceiling construction scaffold, a wall finishing scaffold, and a scaffold for installation work are detachably assembled to a frame. A step of carrying into the small room formed with, a step of constructing the ceiling of the small room with the ceiling construction scaffold, and a horizontal or vertical direction with respect to the ceiling beam attached to the ceiling beam after the ceiling construction A step of connecting a scaffolding support capable of adjusting the mounting position to the pillar of the frame and finishing the wall with the wall finishing scaffold, the ceiling construction scaffold, the wall finishing scaffold, and disassembling a part of the frame And forming a suspension scaffold in which the installation work scaffold is suspended from the ceiling beam, and carrying a facility device into the small room and installing it from the installation work scaffold. Using a hanging scaffold To provide a mounting method.

上記のような構成によれば、設備機器の搬入作業が可能なフレームの高さ位置に吊足場を設置しているため、床面側の通路性を確保することができ、小部屋内に設備機器を容易に搬入することができる。また、吊足場をメイン足場として設備機器の仮置き又は据え付け作業を行うことができ、従来のように足場の撤去、設置作業を繰り返す必要がない。また、あらかじめ小部屋の平面視で天井梁とほぼ重なる位置に配置したフレームの柱を、水平方向に位置調整可能な足場サポートを用いて容易に天井梁から吊り下げて吊足場を取り付けることができる。   According to the configuration as described above, the suspension scaffold is installed at the height position of the frame where the equipment can be carried in, so that the passage on the floor surface side can be secured and the equipment is installed in the small room. Equipment can be carried in easily. In addition, the facility equipment can be temporarily placed or installed using the suspended scaffold as the main scaffold, and there is no need to repeat the removal and installation of the scaffold as in the prior art. In addition, it is possible to attach a suspension scaffold by easily suspending a pillar of a frame that is arranged in advance so as to overlap with the ceiling beam in plan view of the small room from a ceiling beam using a scaffolding support that can be adjusted in the horizontal direction. .

上記のような構成によれば、足場サポートとフレームの垂直方向の位置合わせ(上下方向の隙間を解消)を容易に行うことができる。   According to the above configuration, it is possible to easily align the scaffold support and the frame in the vertical direction (eliminate the vertical gap).

上記のような構成によれば、吊足場を小部屋に搬入する際にあらかじめフレームに天井施工及び壁仕上げのための足場を設置しているため、天井施工時、壁仕上げ時に足場を設置する必要がなく作業工程を短縮することができる。   According to the above configuration, since the scaffolding for ceiling construction and wall finishing is installed in the frame in advance when the suspended scaffolding is carried into the small room, it is necessary to install the scaffolding during ceiling construction and wall finishing. The work process can be shortened.

上記のような構成によれば、床面側の通路性を確保できるため、従来のモジュール構造物のように通路性が確保できないためにあらかじめ搬入前に設備機器部品をワイヤー吊りなどの吊り下げ手段を用いて仮組みしなければならない煩雑な作業の必要性がなく、搬入作業、足場の撤去作業を容易に行うことができる。   According to the above configuration, since the passage on the floor surface side can be ensured, and the passage property cannot be ensured as in the conventional module structure, the equipment parts are suspended in advance such as wire suspension before carrying in. There is no need for troublesome work that must be temporarily assembled using the, and the carry-in work and the scaffold removal work can be easily performed.

本発明の吊足場の概略を示す斜視図である。It is a perspective view which shows the outline of the suspension scaffold of this invention. 本発明の吊足場の平面図である。It is a top view of the suspension scaffold of this invention. 足場サポートの正面図である。It is a front view of a scaffolding support. 足場サポートの側面図である。It is a side view of scaffold support. 連結手段を除いた足場サポートの正面の一部断面図である。It is a partial cross section figure of the front of the scaffold support except a connection means. 本発明の吊足場を用いた据付方法の説明図である。It is explanatory drawing of the installation method using the suspension scaffold of this invention.

本発明の吊足場及びそれを用いた据付方法の実施形態を添付の図面を参照しながら、以下詳細に説明する。図1は本発明の吊足場の概略を示す斜視図である。図2は本発明の吊足場の平面図である。図3は足場サポートの正面図である。図4は足場サポートの側面図である。図5は連結手段を除いた足場サポートの正面の一部断面図である。図6は本発明の吊足場を用いた据付方法の説明図である。   Embodiments of a suspended scaffold and an installation method using the same according to the present invention will be described below in detail with reference to the accompanying drawings. FIG. 1 is a perspective view showing an outline of a suspended scaffold according to the present invention. FIG. 2 is a plan view of the suspension scaffold of the present invention. FIG. 3 is a front view of the scaffold support. FIG. 4 is a side view of the scaffold support. FIG. 5 is a partial cross-sectional view of the front of the scaffolding support excluding the connecting means. FIG. 6 is an explanatory view of an installation method using the suspension scaffold of the present invention.

[吊足場10]
本発明の吊足場10は、建設工法のうちで、いわゆる先入れ工法に適用可能な構造物に組み込まれている。また、本発明の吊足場10の適用対象は、コンクリート壁で囲われ、内部に機器・配管・ダクト・ケーブルトレイを据え付けた小部屋、省スペースの内部空間を備えた建屋である。構造物11は、フレームと足場を複数仮組みして、コンクリートの床面12と壁面14が形成されて天井が形成されていない小部屋へクレーン等により天井側の開口から搬入可能なほぼ直方体の形態を採用している。搬入した構造物11は、フレームを構成する柱の脚部が床面12に配置され、壁面14とフレームの間に所定間隔の隙間が設けられている。このような構造物11は、小部屋に搬入後に、足場を仮組みすることなく、あらかじめ仮組みされた足場を用いて天井の施工、壁面の仕上げなどの作業を行うことができる。
[Suspended scaffold 10]
The suspended scaffold 10 of the present invention is incorporated in a structure applicable to a so-called first-in method among construction methods. Moreover, the application object of the suspension scaffold 10 of the present invention is a building that is surrounded by a concrete wall and has a small room in which equipment, piping, ducts, and cable trays are installed, and a space-saving internal space. The structure 11 is a substantially rectangular parallelepiped that can be carried from a ceiling side by a crane or the like into a small room in which a concrete floor surface 12 and a wall surface 14 are formed and a ceiling is not formed by temporarily assembling a plurality of frames and scaffolds. The form is adopted. In the structure 11 that has been carried in, the leg portions of the columns constituting the frame are arranged on the floor surface 12, and a gap of a predetermined interval is provided between the wall surface 14 and the frame. Such a structure 11 can carry out operations such as ceiling construction and wall finishing using a pre-assembled scaffold without temporarily assembling the scaffold after being brought into the small room.

本発明の吊足場10は、フレーム20と、据付作業用足場30と、足場サポート40、天井施工用足場60と、壁仕上げ用足場70と、梯子80と、手摺82を主な基本構成としている。   The suspended scaffold 10 of the present invention has a frame 20, a scaffold 30 for installation work, a scaffold support 40, a ceiling construction scaffold 60, a wall finishing scaffold 70, a ladder 80, and a handrail 82 as main components. .

[フレーム20]
フレーム20は構造物11又は吊足場10の骨格部分に相当する。フレーム20は、柱22とサポート24からなり、着脱容易な連結金具(不図示)を用いて組み立てている。サポート24は複数の柱22に跨るように水平方向に取り付けられ、フレーム20の機械的強度を高めることができる。図2に示すように、小部屋の天井16には複数の天井梁18が所定間隔を開けて並列に形成されている。本発明の柱22は、小部屋の平面視で天井16の天井梁18とほぼ重なる位置に配置している。また柱22の上端には、後述する足場サポート40のフランジ部55と連結可能なフランジ23(図3〜4参照)が形成されている。
[Frame 20]
The frame 20 corresponds to the skeleton part of the structure 11 or the suspended scaffold 10. The frame 20 includes a pillar 22 and a support 24, and is assembled using a connecting fitting (not shown) that can be easily attached and detached. The support 24 is attached in the horizontal direction so as to straddle the plurality of pillars 22, and the mechanical strength of the frame 20 can be increased. As shown in FIG. 2, a plurality of ceiling beams 18 are formed in parallel at predetermined intervals on the ceiling 16 of the small room. The pillar 22 of the present invention is disposed at a position that substantially overlaps the ceiling beam 18 of the ceiling 16 in plan view of the small room. Further, a flange 23 (see FIGS. 3 to 4) that can be connected to a flange portion 55 of a scaffolding support 40 described later is formed at the upper end of the column 22.

[据付作業用足場30]
据付作業用足場30は、設備機器の据え付け作業を行う足場である。据付作業用足場30は、搬入する際あらかじめ配管90などの設備機器の一部が仮置きされている。本発明の据付作業用足場30は床面12の通路口13からの搬入作業が行える高さ位置の柱22に取り付けられている。据付作業用足場30は、図2に示すように、小部屋の平面視で設備機器の据付用開口30a、梯子用開口30b、柱22を除く全平面に亘って、分割された足場板を配置して形成されている。そして据付作業用足場30には、設備機器の一部、本実施形態では配管90が仮置きされている。このような据付作業用足場30は、後述する天井据付用足場60と、壁仕上げ用足場70の撤去時に撤去されることがなく、その後の設備機器の据付作業に利用することができる。また、作業工程により、新たな据付作業用足場をこの据付作業用足場30を用いて仮組みすることができる。
[Scaffolding 30 for installation work]
The installation work scaffold 30 is a scaffold for performing installation work of equipment. A part of the equipment such as the piping 90 is temporarily placed in the installation work scaffold 30 in advance. The installation work scaffold 30 according to the present invention is attached to a pillar 22 at a height position capable of carrying in from the passage opening 13 of the floor 12. As shown in FIG. 2, the installation work scaffold 30 has divided scaffold plates arranged over the entire plane except for the installation openings 30 a, the ladder openings 30 b, and the pillars 22 in the plan view of the small room. Is formed. A part of the equipment, that is, the pipe 90 in this embodiment is temporarily placed on the installation work scaffold 30. Such an installation work scaffold 30 is not removed when the ceiling installation scaffold 60 and the wall finishing scaffold 70 described later are removed, and can be used for the subsequent installation work of equipment. Further, a new installation work scaffold can be temporarily assembled using the installation work scaffold 30 by the work process.

[足場サポート40]
図3〜5に示すように足場サポート40は、連結手段42と、第1筒体45と、第2筒体53と、を主な基本構成としている。
[Scaffold support 40]
As shown in FIGS. 3 to 5, the scaffold support 40 has a connecting unit 42, a first cylinder 45, and a second cylinder 53 as main basic configurations.

連結手段42は、上部に天井梁18(H型鋼)のフランジ19(床面側)の両端を把持する把持部43と、下部にパイプ41を把持するクランプ44が形成された一対の連結金具である。なお、パイプ41は軸方向を天井梁18の長手方向と直交する方向に配置し、フランジ19の長さよりも僅かに長く設定している。本実施形態の把持部43は、一例として、フランジ19の端部を把持可能なC型クランプを用いている。このような把持部43は、凹部にフランジ19の端部を挿入した後、天井側からフランジ19の厚み方向に締付ボルト431を締め付けて固定することができる。また、本実施形態のクランプ44は、一例として、内径がパイプ41の直径とほぼ同じパイプクランプを用いている。このようなクランプ44は、一端がヒンジ状に回転自在に結合された一対の半円状の部材をパイプ41の径方向に沿って取り付けた後、他端どうしを締付ボルト441で締め付けてパイプ41に固定することができる。このような構成の連結手段42は、一対の連結金具の各クランプ44に所定長さのパイプ41を連通させておく。そして、各把持部43で天井梁18のフランジ19を把持する。   The connecting means 42 is a pair of connecting metal fittings in which a grip part 43 that grips both ends of the flange 19 (floor surface side) of the ceiling beam 18 (H-shaped steel) is formed on the upper part and a clamp 44 that grips the pipe 41 is formed on the lower part. is there. In addition, the pipe 41 is arranged in a direction orthogonal to the longitudinal direction of the ceiling beam 18 and is set slightly longer than the length of the flange 19. As an example, the gripping portion 43 of the present embodiment uses a C-type clamp that can grip the end of the flange 19. Such a gripping portion 43 can be fixed by tightening a fastening bolt 431 in the thickness direction of the flange 19 from the ceiling side after inserting the end portion of the flange 19 into the recess. In addition, as an example, the clamp 44 of the present embodiment uses a pipe clamp having an inner diameter substantially the same as the diameter of the pipe 41. In such a clamp 44, a pair of semicircular members, one end of which is rotatably coupled in a hinge shape, are attached along the radial direction of the pipe 41, and then the other ends are tightened with a fastening bolt 441. 41 can be fixed. In the connection means 42 having such a configuration, a pipe 41 having a predetermined length is communicated with each clamp 44 of a pair of connection fittings. Then, the flange 19 of the ceiling beam 18 is gripped by each gripping portion 43.

第1筒体45は、一端(上端)にフランジ46が形成され、そのフランジ46にクランプ部47が形成されている。クランプ部47は、前記パイプ41を把持するパイプクランプである。このようなクランプ部47は、一端がヒンジ状に回転自在に結合された一対の半円状の部材をパイプ41の径方向に沿って取り付けた後、他端どうしを締付ボルト471で締め付けてパイプ41に固定することができる。第1筒体45の内部には第1シャフト48が取り付けられている(図5参照)。第1シャフト48の軸心は、第1筒体45の軸心と同一中心に配置されている。第1シャフト48のヘッド49は、第1筒体45の内部でボールベアリング451とベアリング受け452からなるスラスト軸受によって回転自在に支持されている。また、ヘッド49の外周にはかさ歯車が形成されている。第1シャフト48のヘッド49と反対側の端部には、第1シャフト48の他端(下端)から突出し、シャフト本体の表面に雄ねじ50が形成されている。第2シャフト51は、第1筒体45の周面に形成された開口45aから軸心が第1シャフト48の軸心と直交する方向に延びるように取り付けられている。第2シャフト51のヘッド52の外周には、第1シャフト48のヘッド49と同様にかさ歯車が形成されており、互いに噛み合いながら回転することができる。第2シャフト51のシャフト本体は断面視で六角形状に形成されている。このような構成の第2シャフト51は、インパクトレンチなどの工具を用いて容易に正逆回転させることができる。   A flange 46 is formed at one end (upper end) of the first cylinder 45, and a clamp portion 47 is formed at the flange 46. The clamp portion 47 is a pipe clamp that holds the pipe 41. Such a clamp portion 47 is formed by attaching a pair of semicircular members, one end of which is rotatably coupled in a hinge shape, along the radial direction of the pipe 41, and then fastening the other ends with a fastening bolt 471. It can be fixed to the pipe 41. A first shaft 48 is attached inside the first cylinder 45 (see FIG. 5). The axis of the first shaft 48 is arranged at the same center as the axis of the first cylinder 45. The head 49 of the first shaft 48 is rotatably supported by a thrust bearing including a ball bearing 451 and a bearing receiver 452 inside the first cylinder 45. A bevel gear is formed on the outer periphery of the head 49. An end of the first shaft 48 opposite to the head 49 protrudes from the other end (lower end) of the first shaft 48, and a male screw 50 is formed on the surface of the shaft body. The second shaft 51 is attached so that the axis extends from the opening 45 a formed in the peripheral surface of the first cylinder 45 in a direction orthogonal to the axis of the first shaft 48. A bevel gear is formed on the outer periphery of the head 52 of the second shaft 51 in the same manner as the head 49 of the first shaft 48, and can rotate while meshing with each other. The shaft body of the second shaft 51 is formed in a hexagonal shape in cross-sectional view. The second shaft 51 having such a configuration can be easily rotated forward and backward using a tool such as an impact wrench.

第2筒体53は、第1筒体45よりも直径が小さく、第1筒体45の内部へ挿入可能とし、一端(上端)側の内部に前記雄ねじ50と螺合する雌ねじ部54が形成されている。第2筒体53の他端には、内壁にボールベアリング531とベアリング受け532からなるボール軸受が環状に形成されている。フランジ部55は、第2筒体53の内部に挿入可能なフランジ内筒56を設けている。フランジ内筒は、先端にツバを設けて、ボール軸受に支持され軸回りを回転自在な構成としている。フランジ部55は、柱22の上端に形成されたフランジ23と同じ形状に形成され、締付ボルト551を用いて連結させることができる。   The second cylinder 53 is smaller in diameter than the first cylinder 45 and can be inserted into the first cylinder 45, and an internal thread portion 54 that is screwed into the external thread 50 is formed inside one end (upper end). Has been. At the other end of the second cylinder 53, a ball bearing including a ball bearing 531 and a bearing receiver 532 is formed in an annular shape on the inner wall. The flange portion 55 is provided with a flange inner tube 56 that can be inserted into the second tube body 53. The flange inner cylinder is provided with a flange at the tip, and is supported by a ball bearing so as to be rotatable about its axis. The flange portion 55 is formed in the same shape as the flange 23 formed at the upper end of the column 22, and can be connected using a fastening bolt 551.

このような構成の足場サポート40は、あらかじめパイプ41に連結手段42のクランプ44と第1筒体45のクランプ部47を仮止めしておく。そして、一対の連結手段42の把持部43をフランジ19の両端に仮止めする。ついで、第2筒体53のフランジ部55を柱22のフランジ23に締付ボルト551を用いて連結する。インパクトレンチなどの工具を用いて第2シャフト51を回転させて第2筒体53を上方又は下方へ移動させることにより、フレーム20を天井梁18に連結し固定させることができる。   In the scaffold support 40 having such a configuration, the clamp 44 of the connecting means 42 and the clamp portion 47 of the first cylinder 45 are temporarily fixed to the pipe 41 in advance. Then, the grip portions 43 of the pair of connecting means 42 are temporarily fixed to both ends of the flange 19. Next, the flange portion 55 of the second cylindrical body 53 is connected to the flange 23 of the column 22 using a fastening bolt 551. The frame 20 can be connected and fixed to the ceiling beam 18 by rotating the second shaft 51 using a tool such as an impact wrench to move the second cylinder 53 upward or downward.

[天井施工用足場60]
天井施工用足場60は、天井16を施工する際に用いる足場であり、構造物11の最上段に形成された足場である。天井施工用足場60は、小部屋の平面視で、分割された足場板をフレーム20の全面に亘って配置して形成されている。
[Casting scaffold 60]
The ceiling construction scaffold 60 is a scaffold used when constructing the ceiling 16, and is a scaffold formed on the uppermost stage of the structure 11. The ceiling construction scaffold 60 is formed by arranging divided scaffold plates over the entire surface of the frame 20 in a plan view of a small room.

[壁仕上げ用足場70]
壁仕上げ用足場70は、壁面14の仕上げ作業を行う際に用いる足場であり、天井施工用足場60よりも低い階の構造物11に形成された足場である。壁仕上げ用足場70は、小部屋の平面視で四方の壁面14側に形成されていればよく、中心側に足場板を取り付けていない。
[Wall finishing scaffolding 70]
The wall finishing scaffold 70 is a scaffold used when finishing the wall surface 14, and is a scaffold formed on the floor structure 11 lower than the ceiling construction scaffold 60. The wall finishing scaffold 70 need only be formed on the four wall surfaces 14 in plan view of the small room, and no scaffolding plate is attached to the center side.

なお本実施形態の壁仕上げ用足場70は、一例として、天井16が床面12から7〜8mの場合、床面12から2mと4mの高さに2段取り付けているが、この他にも、小部屋の天井16の高さに応じて労働規則に基づき3段以上形成することもできる。   As an example, when the ceiling 16 is 7 to 8 m from the floor 12, the wall finishing scaffold 70 of this embodiment is attached in two steps to the height of 2 m and 4 m from the floor 12. It is also possible to form three or more levels according to the labor rules according to the height of the ceiling 16 of the small room.

[梯子80]
梯子80は小部屋の床面12から各階の足場に跨って形成されている。
[Ladder 80]
The ladder 80 is formed from the floor surface 12 of the small room to the scaffolding of each floor.

[手摺82]
手摺82は壁仕上げ用足場70の開口の周囲や据付作業用足場30に形成された設備機器の施工用の開口の周囲などに形成されている。
このような吊足場10は、着脱可能な連結手段を用いて仮組みし、設備機器の据え付け作業終了後に撤去される。
[Handrail 82]
The handrail 82 is formed around the opening of the wall finishing scaffold 70 or around the opening for installation of the equipment formed on the installation work scaffold 30.
Such a suspended scaffold 10 is temporarily assembled using a detachable connecting means, and is removed after the installation work of the equipment is completed.

[吊足場を用いた据付方法]
上記構成による本発明の吊足場を用いた設備機器の据付方法について以下説明する。
[Installation method using hanging scaffold]
A method for installing the equipment using the suspension scaffold of the present invention having the above-described configuration will be described below.

コンクリートの床面12と壁面14が形成され、天井16が形成されていない小部屋に構造物11を搬入する(A)。構造物11は、フレーム20と、天井施工用足場60と、壁仕上げ用足場70と、据付作業用足場30、梯子80、手摺82を備えている。構造物11は、小部屋へ搬入する前にあらかじめ、フレーム20に天井施工用足場60と、壁仕上げ用足場70と、据付作業用足場30を仮組みし、さらに据付作業用足場30に配管90などの設備機器を仮置きしている。また、小部屋の床面12側には、設備機器搬入用の通路口13が形成されている。小部屋に搬入された構造物11は、床面12に柱22の脚が設置されて、床面12から梯子80が天井16側へ向けて取り付けられている。天井施工用足場60は、小部屋の平面視で全面に亘って取り付けられている。壁仕上げ用足場70は小部屋の平面視で壁面14に沿って環状に形成されている。そして、壁仕上げ用足場70の中心側には手摺82が取り付けられている。   The structure 11 is carried into a small room in which the concrete floor 12 and wall 14 are formed and the ceiling 16 is not formed (A). The structure 11 includes a frame 20, a ceiling construction scaffold 60, a wall finishing scaffold 70, an installation work scaffold 30, a ladder 80, and a handrail 82. Before the structure 11 is carried into the small room, a ceiling construction scaffold 60, a wall finishing scaffold 70, and an installation work scaffold 30 are temporarily assembled in the frame 20, and a pipe 90 is attached to the installation work scaffold 30. Temporary storage equipment such as. Further, a passage port 13 for carrying in equipment is formed on the floor 12 side of the small room. In the structure 11 carried into the small room, the legs of the pillars 22 are installed on the floor 12, and a ladder 80 is attached from the floor 12 toward the ceiling 16. The ceiling construction scaffold 60 is attached over the entire surface in a plan view of the small room. The wall finishing scaffold 70 is formed in an annular shape along the wall surface 14 in plan view of the small room. A handrail 82 is attached to the center side of the wall finishing scaffold 70.

構造物11の天井施工用足場60から天井16を施工する(B)。天井施工用足場60は、一例として、天井16が床面12から7〜8mの場合、床面12から5〜6mの高さに取り付けられている。また、天井16の形成後は、天井施工用足場60から天井16の塗装などの仕上げ作業を行い。さらに天井16に取り付けるホイストなどの設置作業を行う。このように、構造物11にはあらかじめ天井施工用足場60が仮組みされているため、搬入後、速やかに天井施工作業を行うことができる。   The ceiling 16 is constructed from the ceiling construction scaffold 60 of the structure 11 (B). For example, when the ceiling 16 is 7 to 8 m from the floor 12, the ceiling construction scaffold 60 is attached to a height of 5 to 6 m from the floor 12. In addition, after the ceiling 16 is formed, finishing work such as painting of the ceiling 16 from the ceiling construction scaffold 60 is performed. Furthermore, installation work, such as a hoist attached to the ceiling 16, is performed. Thus, since the ceiling construction scaffold 60 is temporarily assembled in the structure 11, the ceiling construction work can be performed promptly after being carried in.

次に、天井施工用足場60を用いて足場サポート40を取り付け、壁面仕上げ足場70を用いて壁面14の仕上げ作業を行う(C)。足場サポート40の取り付けは、天井施工用足場60から行う。あらかじめ足場サポート40は、パイプ41に連結手段42のクランプ44と第1筒体45のクランプ部47を仮止めしておく。   Next, the scaffold support 40 is attached using the ceiling construction scaffold 60, and the finishing work of the wall surface 14 is performed using the wall finishing scaffold 70 (C). The scaffold support 40 is attached from the ceiling construction scaffold 60. The scaffold support 40 temporarily secures the clamp 44 of the connecting means 42 and the clamp portion 47 of the first cylinder 45 to the pipe 41 in advance.

まず、天井16の天井梁18に連結手段42の把持部43を取り付ける。把持部43の凹部にフランジ19の端部を挿入した後、天井側からフランジ19の厚み方向に締付ボルト431を締め付けてフランジ19に把持部43を仮止めする。ついで、第2筒体53のフランジ部55を柱22のフランジ23に締付ボルト551を用いて連結する。このとき連結手段42の把持部43によるフランジ19の把持位置及びパイプ41を把持するクランプ部47の把持位置を柱22に合わせて位置調整する。このような水平方向の位置調整が完了した後、インパクトレンチなどの工具を用いて第2シャフト51を回転させて第2筒体53を上方又は下方へ移動させて垂直方向の位置調整を行う。これにより、フレーム20を天井梁18に連結し固定させることができる。   First, the grip 43 of the connecting means 42 is attached to the ceiling beam 18 of the ceiling 16. After the end of the flange 19 is inserted into the concave portion of the grip portion 43, the tightening bolt 431 is tightened in the thickness direction of the flange 19 from the ceiling side to temporarily fix the grip portion 43 to the flange 19. Next, the flange portion 55 of the second cylindrical body 53 is connected to the flange 23 of the column 22 using a fastening bolt 551. At this time, the gripping position of the flange 19 by the gripping portion 43 of the connecting means 42 and the gripping position of the clamp portion 47 that grips the pipe 41 are adjusted according to the column 22. After such horizontal position adjustment is completed, the second shaft 51 is rotated using a tool such as an impact wrench to move the second cylindrical body 53 upward or downward to adjust the vertical position. Thereby, the frame 20 can be connected and fixed to the ceiling beam 18.

壁面仕上げは、壁仕上げ用足場70を用いて壁面14の塗装などを行う。壁仕上げ用足場70は、一例として、天井16が床面12から7〜8mの場合、床面12から、2mと4mの高さに取り付けられている。
壁面仕上げ作業が終了した後、天井施工用足場60と、壁仕上げ用足場70とフレーム20の一部を撤去して、吊足場10を形成する(D)。吊足場10は、床面12側の設備機器の搬入作業が行える高さ、一例として、小部屋の天井16が床面12から7〜8mの場合、床面12から3mの高さ位置のフレーム20に据付作業用足場30を取り付けている。
For wall finishing, the wall 14 is painted using the wall finishing scaffold 70. As an example, when the ceiling 16 is 7 to 8 m from the floor 12, the wall finishing scaffold 70 is attached at a height of 2 m and 4 m from the floor 12.
After the wall finishing work is completed, the ceiling construction scaffold 60, the wall finishing scaffold 70, and a part of the frame 20 are removed to form the suspended scaffold 10 (D). The suspended scaffolding 10 is a height at which the equipment on the floor 12 side can be carried in. For example, when the ceiling 16 of the small room is 7 to 8 m from the floor 12, the frame at a height of 3 to 3 m from the floor 12 is used. An installation work scaffold 30 is attached to 20.

床面12側の通路口13から小部屋内に設備機器92を搬入する(E)。床面12側には、構造物11のフレーム20が撤去され、吊足場10の据付作業用足場30も搬入作業が行える高さに取り付けられているため、設備機器92を小部屋内に容易に搬入することができる。
据付作業用足場30を用いて、設備機器92の据え付け作業を行う(F)。据付作業終了後は、吊足場10の撤去作業を行う。
The equipment 92 is carried into the small room from the passage opening 13 on the floor 12 side (E). On the floor 12 side, the frame 20 of the structure 11 is removed, and the installation work scaffold 30 of the suspension scaffold 10 is also installed at a height that allows the carry-in work, so that the equipment 92 can be easily placed in the small room. Can be brought in.
The installation work of the equipment 92 is performed using the installation work scaffold 30 (F). After the installation work is completed, the suspension scaffold 10 is removed.

このような本発明の吊足場及びそれを用いた据付方法によれば、設備機器の搬入作業が可能なフレームの高さ位置に吊足場を設置しているため、床面側の通路性を確保することができ、小部屋内に設備機器を容易に搬入することができる。また、吊足場をメイン足場として設備機器の仮置き又は据え付け作業を行うことができ、従来のように建屋の施工作業に応じて足場の撤去、設置作業を繰り返す必要がない。また、あらかじめ平面視で天井梁付近に設けたフレームの柱を水平方向及び垂直方向に位置調整可能な足場サポートにより容易に天井梁から吊り下げることができる。   According to the suspension scaffold of the present invention and the installation method using the same, since the suspension scaffold is installed at the height position of the frame where the equipment can be carried in, the passage on the floor surface side is ensured. The equipment can be easily carried into the small room. In addition, temporary installation or installation work of equipment can be performed using the suspension scaffold as the main scaffold, and it is not necessary to repeat the removal and installation work of the scaffold according to the construction work of the building as in the past. In addition, the pillar of the frame provided in the vicinity of the ceiling beam in plan view in advance can be easily suspended from the ceiling beam by a scaffolding support whose position can be adjusted in the horizontal direction and the vertical direction.

本発明の吊足場及びそれを用いた据付方法は、コンクリート壁が形成された建屋の先入れ工法に特に有用である。   The suspension scaffold and the installation method using the same according to the present invention are particularly useful for a first-in method of a building in which a concrete wall is formed.

10………吊足場、11………構造物、12………床面、13………通路口、14………壁面、16………天井、18………天井梁、19………フランジ、20………フレーム、22………柱、23………フランジ、24………サポート、30………据付作業用足場、40………足場サポート、41………パイプ、42………連結手段、43………把持部、44………クランプ、45………第1筒体、46………フランジ、47………クランプ部、48………第1シャフト、49………ヘッド、50………雄ねじ、51………第2シャフト、52………ヘッド、53………第2筒体、54………雌ねじ部、55………フランジ部、56………フランジ内筒、60………天井施工用足場、70………壁仕上げ用足場、80………梯子、82………手摺、90………配管、92………設備機器。 10 ......... Suspended scaffolding, 11 ......... Structure, 12 ......... Floor surface, 13 ......... Aisle port, 14 ......... Wall surface, 16 ......... Ceiling, 18 ......... Ceiling beam, 19 ... ... Flange, 20 ......... Frame, 22 ......... Pillar, 23 ......... Flange, 24 ......... Support, 30 ......... Installation scaffolding, 40 ......... Scaffold support, 41 ......... Pipe, 42 ..... Connecting means, 43 ..... Holding part, 44 ..... Clamp, 45 .... 1st cylinder, 46 .... Flange, 47 ....... Clamping part, 48 ........ 1st shaft, 49 ......... Head, 50 ...... Male thread, 51 ......... Second shaft, 52 ......... Head, 53 ......... Second cylinder, 54 ......... Female thread, 55 ......... Flange, 56 ... …… Flange inner cylinder, 60 ………… Casting scaffolding, 70 ……… Wall finishing scaffolding, 80 ……… Ladder, 82 …… Handrail, 90 ......... piping, 92 ......... equipment.

Claims (2)

小部屋の平面視で天井梁とほぼ重なる位置に配置した柱と複数の前記柱と跨るように配置したサポートを仮組みしたフレームと、前記小部屋の床面側で設備機器の搬入作業が可能な高さ位置の前記フレームに取り付け可能とし前記設備機器の据付作業を行う据付作業用足場と、前記小部屋の天井を施工する天井施工用足場と、前記小部屋の壁面の仕上げ作業を行う壁仕上げ用足場を有する構造物を床面と壁面が形成された前記小部屋に搬入して天井を施工した後、一端に前記天井の天井梁のフランジを把持する把持部と、他端に前記柱のフランジと連結可能な第1筒体のフランジ部と、前記第1筒体の軸心に配置され軸回りに回転自在なシャフトと螺合する第2筒体を有する足場サポートを前記フレームの柱に接続し、前記把持部で前記天井梁を把持し、前記フランジ部で前記柱のフランジを連結して前記第2筒体を上下動させて前記フレームを前記天井梁に連結し、前記天井施工用足場と、前記壁仕上げ用足場と、前記フレームの一部を撤去して形成する吊足場であって、
前記吊足場は、前記フレームと、前記足場サポートと、前記据付作業用足場を備えることを特徴とする吊足場。
A work frame can be carried in on the floor side of the small room, with a frame that is temporarily assembled with a pillar that is placed almost overlapping the ceiling beam in plan view of the small room, and a support that is placed across the multiple pillars. An installation work scaffold that can be attached to the frame at a certain height to perform installation work of the equipment, a ceiling construction scaffold that constructs the ceiling of the small room, and a wall that performs finishing work on the wall surface of the small room A structure having a finishing scaffold is carried into the small room formed with a floor and a wall surface, a ceiling is constructed, a gripping part for gripping a flange of the ceiling beam of the ceiling at one end, and the pillar at the other end flange and the flange portion of the first tubular member connectable for, the pillars of said frame scaffold support having a second cylindrical body screwed a rotatable shaft about an axis disposed in the axial center of the first cylindrical body connected to the ceiling by the gripper And connecting the flange of the pillar at the flange portion to move the second cylinder up and down to connect the frame to the ceiling beam, the ceiling construction scaffold, and the wall finishing scaffold, A suspension scaffold formed by removing a part of the frame ,
The suspended scaffold includes the frame, the scaffold support, and the installation work scaffold.
フレームに天井施工用足場と、壁仕上げ用足場と、据付作業用足場を着脱可能に仮組みした構造物を床面と壁面が形成された小部屋へ搬入する工程と、
前記天井施工用足場で前記小部屋の天井を施工する工程と、
天井施工後の天井梁に取り付けて前記天井梁に対して水平方向又は垂直方向の取り付け位置を調整可能な足場サポートを前記フレームの柱に接続し、前記壁仕上げ用足場で壁を仕上げる工程と、
前記天井施工用足場と、前記壁仕上げ用足場と、前記フレームの一部を解体して前記据付作業用足場を前記天井梁から吊り下げた吊足場を形成する工程と、
前記小部屋内に設備機器を搬入して前記据付作業用足場から据え付ける工程と、
を有することを特徴とする吊足場を用いた据付方法。
A step of carrying a structure in which a scaffold for ceiling construction, a scaffold for wall finishing, and a scaffold for installation work are detachably assembled to a frame into a small room formed with a floor and a wall;
A step of constructing the ceiling of the small room with the ceiling construction scaffold;
Connecting a scaffolding support attached to the ceiling beam after the ceiling construction and adjusting the horizontal or vertical mounting position with respect to the ceiling beam to the pillar of the frame, and finishing the wall with the wall finishing scaffold;
A step of disassembling a part of the frame to form a suspended scaffold in which the installation work scaffold is suspended from the ceiling beam, the ceiling construction scaffold, the wall finishing scaffold,
A step of bringing equipment into the small room and installing it from the scaffold for installation work;
The installation method using the suspension scaffold characterized by having.
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Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3851729A (en) * 1973-10-04 1974-12-03 Gordon Arnold Scaffold structure
GB1585685A (en) * 1977-09-19 1981-03-11 Deborah Services Ltd Girder roller fittings
JPH0371051U (en) * 1989-11-16 1991-07-17
JPH04203007A (en) * 1990-11-30 1992-07-23 Nippon Ashiba Kk Movable hanging scaffold
JPH0886037A (en) * 1994-09-20 1996-04-02 Hitachi Ltd Plant building, constructing method therefor, and structure for its construction
JP3073155B2 (en) * 1996-02-02 2000-08-07 株式会社日立製作所 How to set product groups for construction buildings
JP2000129909A (en) * 1998-10-29 2000-05-09 Penta Ocean Constr Co Ltd Suspending metal fitting for suspended scaffold
US6227330B1 (en) * 1999-07-15 2001-05-08 Mark A. Preusser Support structure for suspending a work surface below a girder
US6494291B2 (en) * 2001-04-27 2002-12-17 Tatsuo Ono Foldable scaffold device
JP2004170319A (en) * 2002-11-21 2004-06-17 Ohbayashi Corp Method for constructing main steam pipe room in nuclear reactor building
JP5391836B2 (en) * 2009-05-29 2014-01-15 株式会社日立製作所 Module structure and plant construction method
JP5488895B2 (en) * 2010-01-26 2014-05-14 株式会社日立製作所 Module structure, plant, plant construction method using module structure
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