JPH06272369A - Umbrella-type scaffold - Google Patents

Umbrella-type scaffold

Info

Publication number
JPH06272369A
JPH06272369A JP8276593A JP8276593A JPH06272369A JP H06272369 A JPH06272369 A JP H06272369A JP 8276593 A JP8276593 A JP 8276593A JP 8276593 A JP8276593 A JP 8276593A JP H06272369 A JPH06272369 A JP H06272369A
Authority
JP
Japan
Prior art keywords
umbrella
scaffolding
scaffold
aggregate
bunker
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
JP8276593A
Other languages
Japanese (ja)
Other versions
JP3022043B2 (en
Inventor
Shinichi Sagawa
信市 佐川
Hirotaka Nakajima
浩貴 中島
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.)
Hitachi Plant Technologies Ltd
Original Assignee
Hitachi Plant Technologies 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 Hitachi Plant Technologies Ltd filed Critical Hitachi Plant Technologies Ltd
Priority to JP5082765A priority Critical patent/JP3022043B2/en
Publication of JPH06272369A publication Critical patent/JPH06272369A/en
Application granted granted Critical
Publication of JP3022043B2 publication Critical patent/JP3022043B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To carry out assembly and disassembly work very simply and assemble a scaffold quickly even if it has high-rise steps. CONSTITUTION:A plurality of beam frame members 22 mounted to sides of a post member 12 with pin connection in a rollable and movable manner are provided radially, and ladder bars 18 are mounted to the post member 12. The post member 12 can be freely added, and the beam frame members 22 can be opened in a horizontal state by chains 28.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は傘形足場に係り、特に
発電所のコールバンカ等のような縦長構造物の内部で使
用するのに好適な構造とした傘形足場に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an umbrella-shaped scaffold, and more particularly to an umbrella-shaped scaffold having a structure suitable for use inside a vertically long structure such as a coal bunker of a power plant.

【0002】[0002]

【従来の技術】一般に、建屋の外部あるいは内部工事に
際して足場が構築されるが、この種の従来の足場は作業
面に沿って単管パイプを1本、1本接続しつつ組み上げ
て枠組みを形成し、水平パイプ部分を足場板の据え付け
梁として使用する構成となっている。このような足場は
大型の建屋、例えば火力発電設備のコールバンカ等のよ
うな場合にも同様の手法を採っており、各作業階層ごと
に水平梁を構築し、これに足場板を装着して作業階を構
築するようにしている。
2. Description of the Related Art Generally, a scaffold is constructed during an external or internal construction of a building. In this type of conventional scaffold, a single pipe is connected to each other along a work surface to form a framework. However, the horizontal pipe portion is used as a mounting beam for the scaffolding plate. This kind of scaffolding uses the same method for large buildings such as coal bunker for thermal power generation equipment.A horizontal beam is constructed for each work level, and scaffolding boards are attached to it. I'm trying to build a floor.

【0003】[0003]

【発明が解決しようとする課題】ところが、単管パイプ
を利用した従来の足場構成にあっては、多量のパイプ材
を使用しているため、組立、解体に多くの時間を費や
し、また、段数が高くなれば作業時の危険度も増してく
る欠点がある。
However, in the conventional scaffold construction using a single pipe, a large amount of pipe material is used, so that a lot of time is required for assembly and disassembly, and the number of stages is increased. The higher the value, the more dangerous the work is.

【0004】この発明の目的は、上記欠点を除くため
に、組立、解体作業を極めて簡単に行うことができ、段
数が高い場合でも迅速に組立ることができる簡易足場を
提供することにある。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a simple scaffold which, in order to eliminate the above-mentioned drawbacks, can be assembled and disassembled very easily and can be assembled quickly even when the number of steps is high.

【0005】[0005]

【課題を解決するための手段】この発明は、縦形のバン
カダクト内部の足場を 単管パイプで組み上げてきた
が、組立、解体に日数を要することを確認し、これを解
消する手段として、傘のように開閉が自由にできる簡易
足場として構成したものである。
According to the present invention, the scaffolding inside the vertical bunker duct has been assembled with a single pipe, but it was confirmed that it takes days to assemble and disassemble, and as a means for solving this, an umbrella is used. It is configured as a simple scaffold that can be opened and closed freely.

【0006】すなわち、支柱部材の側部にピン結合によ
って起伏可動に取り付けられた複数の梁骨材を放射状に
設け、前記支柱部材には梯子バーを取り付けた構成とし
て、上記目的を達成するようにした。
That is, a plurality of beam aggregates that are movably mounted by undulation by pin connection are radially provided on the side of the column member, and a ladder bar is attached to the column member to achieve the above object. did.

【0007】[0007]

【作用】上記構成によれば、支柱部材を垂直に設定し、
これに付帯している梁骨材を水平に持上げる。持上げ支
持はチェーン等の連結部材を使用すればよい。そして必
要に応じて同様な構成の支柱部材を縦に連結する。これ
はフランジ結合によればよい。各段の梁骨材同士を相互
に連結して水平状態を保持させることにより、足場板を
支持する梁として使用できる。したがって、例えば縦形
のバンカダクト内部に設置する場合には、梁骨材が傘の
ように開閉が自由にできるため、狭い開口部から、足場
部材が容易に搬出入でき、組立のみならず解体作業も簡
易迅速に行うことができる。
According to the above construction, the column member is set vertically,
The beam aggregate attached to this is lifted horizontally. For lifting support, a connecting member such as a chain may be used. Then, if necessary, column members having the same structure are vertically connected. This may be done by flange connection. By connecting the beam aggregates of each step to each other to maintain the horizontal state, the beam aggregate can be used as a beam for supporting the scaffolding plate. Therefore, for example, when installing inside a vertical bunker duct, since the beam aggregate can be freely opened and closed like an umbrella, the scaffold member can be easily carried in and out through a narrow opening, and not only assembling but also disassembling work. It can be done simply and quickly.

【0008】[0008]

【実施例】以下に、本発明に係る傘型足場の具体的実施
例を図面を参照して詳細に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Specific embodiments of an umbrella-type scaffold according to the present invention will be described in detail below with reference to the drawings.

【0009】図1は実施例に係る傘形足場10の構成を
示す要部斜視図であり、火力発電所のコールバンカ内部
に構築する例について示している。この図に示すよう
に、実施例の傘型足場10は、コールバンカの中心部に
沿って垂直に配置される中央支柱12を備えている。中
央支柱12は複数の支柱パイプ14を縦方向に連結する
構造とされ、このため各支柱パイプ14の両端部には接
続用フランジ16が設けられている。そして支柱パイプ
14には作業者が支柱に沿って昇降できるように梯子バ
ー18を適宜間隔で設けている。
FIG. 1 is a perspective view of a main part showing a structure of an umbrella-shaped scaffold 10 according to an embodiment, and shows an example of construction inside a coal bunker of a thermal power plant. As shown in this figure, the umbrella-type scaffolding 10 of the embodiment includes a central column 12 arranged vertically along the center of the call bunker. The center column 12 has a structure in which a plurality of column pipes 14 are connected in the vertical direction, and therefore, connection flanges 16 are provided at both ends of each column pipe 14. Further, ladder bars 18 are provided at appropriate intervals on the pillar pipes 14 so that an operator can move up and down along the pillars.

【0010】前記支柱パイプ14の高さ途中には、図2
にも示すように、放射ブラケット20が取り付けられて
おり、各ブラケット板に梁骨材22がピン結合によって
取り付けられている。梁骨材22はコールバンカのほぼ
半径長さに近い長さを有する長尺部材によって構成さ
れ、水平ピン24を中心として傘型に開くことができる
ようになっている。すなわち支柱パイプ14に対して起
伏できるように取り付けられている。梁骨材22の先端
上下部分には吊り金具26が設けられ、この吊り金具2
6にチェーン28を連結して上下の各支柱パイプ14に
取り付けられている梁骨材22との間の連結を図るよう
にしている。
As shown in FIG.
As also shown, the radiation bracket 20 is attached, and the beam aggregate 22 is attached to each bracket plate by pin connection. The beam aggregate 22 is composed of a long member having a length substantially close to the radius of the call bunker, and can be opened in an umbrella shape around the horizontal pin 24. That is, it is attached to the support pipe 14 so that it can be undulated. Suspended metal fittings 26 are provided on the upper and lower portions of the tip of the beam aggregate 22.
A chain 28 is connected to 6 to achieve a connection with the beam aggregates 22 attached to the upper and lower support pipes 14.

【0011】また、上記梁骨材22の上面部分には足場
板30を固定するための一対の固定ブラケット32が取
り付けられている。これはコ字断面部材をくの字に曲げ
て形成され、足場板30の一端部下面を支承し、締付ボ
ルト34によって固定させるものとしている。ブラケッ
ト32側にはボルト34が螺着されるナット36が取り
付けられている。一対の固定ブラケット32の間隔は可
変とされ、使用する足場板30の幅寸法に適応可能であ
る(図2(3)参照)。
Further, a pair of fixing brackets 32 for fixing the scaffolding plate 30 are attached to the upper surface portion of the beam aggregate 22. This is formed by bending a U-shaped cross-section member into a dogleg shape, supports the lower surface of one end of the scaffolding plate 30, and fixes it with a tightening bolt 34. A nut 36 to which a bolt 34 is screwed is attached to the bracket 32 side. The distance between the pair of fixing brackets 32 is variable and can be adapted to the width dimension of the scaffolding plate 30 used (see FIG. 2 (3)).

【0012】このように構成された傘型足場10をコー
ルバンカ内部に構築作業の工程を図3を参照して説明す
る。コールバンカ40の周囲には鉄骨組42が構築され
ている。このような鉄骨組42の上部には仮設梁44が
搭載され、これを利用して傘形足場10を設定するもの
としている。すなわち、仮設梁44からまずワイヤを下
げ、バンカ40の下端からワイヤ下端を出す。このワイ
ヤに支柱パイプ14を連結し、ワイヤの引上げを行い、
支柱パイプ14を順次フランジ16により継足してい
く。このとき梁骨材22は自重により支柱パイプ14に
沿っているため、図3(1)に示すように、この傘型足
場10はほぼ1本の中央支柱12状態で狭い間口からバ
ンカー40内部に入れることができる。支柱パイプ14
の継足しと同時に梁骨材22をチェーン28によって連
結する。支柱パイプ14を接続して構成された中央支柱
12が所定の高さ位置に達した後、上下の梁骨材22を
連結しているチェーン28を図3(2)に示すように引
上げ、各梁骨材22を水平状態にする。各階層の梁骨材
22相互は一連のチェーン28で接続状態にあるので、
これらは同時に水平状態に設定される。チェーン28は
仮設梁44側で一括に引上げするが、もちろん任意の箇
所にて複数段づつ引上げることも可能である。
The process of constructing the umbrella-type scaffolding 10 thus constructed inside the call bunker will be described with reference to FIG. A steel frame 42 is constructed around the call bunker 40. A temporary beam 44 is mounted on the upper portion of the steel frame 42, and the umbrella-shaped scaffolding 10 is set using this. That is, the wire is first lowered from the temporary beam 44, and the lower end of the wire is pulled out from the lower end of the bunker 40. Connect the strut pipe 14 to this wire, pull up the wire,
The support pipes 14 are successively added by the flanges 16. At this time, since the beam aggregate 22 is along the support pipe 14 by its own weight, as shown in FIG. 3 (1), this umbrella-type scaffold 10 is in the state of almost one central support column 12 from the narrow frontage to the inside of the bunker 40. You can put it in. Prop pipe 14
At the same time when the beam aggregate 22 is added, the beam aggregate 22 is connected by the chain 28. After the central column 12 formed by connecting the column pipes 14 reaches a predetermined height position, the chain 28 connecting the upper and lower beam aggregates 22 is pulled up as shown in FIG. The beam aggregate 22 is made horizontal. Since the beam aggregates 22 of each layer are connected to each other by a series of chains 28,
These are set to the horizontal state at the same time. The chain 28 is pulled up collectively on the side of the temporary beam 44, but of course, it is also possible to pull up in a plurality of stages at any place.

【0013】チェーン28を仮設梁44等を利用して固
定連結し、梁骨材22を水平状態に保持した上で、図3
(3)あるいは図4に示すように各階層の梁骨材22に
設けた足場ブラケット32に対して足場板30を固定す
る。足場板30は予めコールバンカ40の上部に引上げ
ておき、上層階側から作業者が梯子バー18を利用して
最上部の梁骨材22箇所まで降り、順次足場板30を下
ろして梁骨材22に組み付ける。これを全周方向に沿っ
て取り付けた後、手摺り材その他の付帯部材を各々組み
付けて足場を完成する。そして、上下階層間の移動のた
めの梯子46を取り付け、上記作業を順次下層階側に向
けて行う。
The chain 28 is fixedly connected using a temporary beam 44, etc., and the beam aggregate 22 is held in a horizontal state.
(3) Alternatively, as shown in FIG. 4, the scaffolding plate 30 is fixed to the scaffolding bracket 32 provided on the beam aggregate 22 of each layer. The scaffolding board 30 is previously pulled up to the upper part of the call bunker 40, and the operator uses the ladder bar 18 to descend to the uppermost beam aggregate 22 from the upper floor side, and the scaffolding board 30 is sequentially lowered to lower the beam aggregate 22. Attach to. After this is attached along the entire circumferential direction, handrails and other auxiliary members are assembled to complete the scaffold. Then, a ladder 46 for moving between the upper and lower floors is attached, and the above work is sequentially performed toward the lower floors.

【0014】このような実施例によれば、足場の基本枠
組は中央支柱12を吊り下げ、各階層を構成する梁骨材
22を傘を開くように放射状に水平に開く操作で完了す
る。しかも、支柱パイプ14は両端フランジ付きのため
に順次継ぎ足して行くことができるため、設置する高さ
は任意に調整可能である。また、傘形足場10を閉じた
状態で狭い開口からの出し入れが容易にできるため、特
にコールバンカ40のような間口が小さく、高さが高い
建屋等への足場組立が非常に簡易に行える。また、梁骨
材22を伸縮式にすることにより、コールバンカ40の
形状が丸形、四角形、六角形など種々な形状に対応でき
る効果がある。
According to such an embodiment, the basic framework of the scaffolding is completed by suspending the central support columns 12 and horizontally opening the beam aggregates 22 constituting each layer in a radial manner like opening an umbrella. Moreover, since the support pipe 14 is provided with flanges at both ends, the support pipes 14 can be successively added, so that the installation height can be arbitrarily adjusted. Further, since the umbrella-shaped scaffolding 10 can be easily put in and out from a narrow opening with the umbrella-shaped scaffolding 10 closed, it is very easy to assemble the scaffolding to a building such as a coal bunker 40 having a small frontage and a high height. Further, by making the beam aggregate 22 expandable, there is an effect that the shape of the call bunker 40 can be various shapes such as a round shape, a square shape, and a hexagonal shape.

【0015】なお、上記実施例では梁骨材22を支柱パ
イプ14の全周に均等放射状に配置しているが、これは
平面から見てL字状その他の配置に取り付けることも可
能である。これによって建屋外壁側での足場組立にも適
用させることができる。
In the above embodiment, the beam aggregates 22 are arranged in a uniform radial pattern on the entire circumference of the support pipe 14, but it is also possible to attach the beam aggregates 22 in an L-shape or other arrangement when viewed from the top. As a result, it can be applied to scaffolding assembly on the building exterior wall side.

【0016】[0016]

【発明の効果】以上説明したように、本発明に係る傘型
足場は、支柱部材の側部にピン結合によって起伏可動に
取り付けられた複数の梁骨材を放射状に設け、前記支柱
部材には梯子バーを取り付けた構成としたので、単純に
支柱部材を立て、これから梁骨材を水平に広げることに
よって足場板の支持用梁の構築ができるため、大型建屋
や高層建屋に対する足場の構築作業を短時間で簡易に行
うことができ、適用範囲が広く非常に便利であるととも
に、作業時間の短縮と費用の節減等にも多大の効果が得
られる。
As described above, in the umbrella-type scaffold according to the present invention, a plurality of beam aggregates that are movably attached to the support member by pin coupling are provided radially on the side portions of the support member, and the support member is provided on the support member. Since it is configured with a ladder bar, it is possible to construct a scaffolding beam for a scaffolding board by simply erecting the pillar members and then horizontally expanding the beam aggregates.Therefore, the scaffolding construction work for large buildings and high-rise buildings can be performed. It can be performed easily in a short time, has a wide range of application and is very convenient, and also has a great effect in shortening working time and cost.

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

【図1】実施例に係る傘型足場の要部構成図である。FIG. 1 is a main part configuration diagram of an umbrella-type scaffold according to an embodiment.

【図2】梁骨材部分の平面図、側面図および足場組み付
け部の詳細図である。
FIG. 2 is a plan view, a side view, and a detailed view of a scaffolding assembly portion of a beam aggregate portion.

【図3】実施例の足場組立作業の説明図である。FIG. 3 is an explanatory diagram of scaffold assembly work of the embodiment.

【図4】完成した足場の側面図および平面図である。FIG. 4 is a side view and a plan view of the completed scaffold.

【符号の説明】[Explanation of symbols]

10 傘型足場 12 中央支柱 14 支柱パイプ 16 接続用フランジ 18 梯子バー 20 放射ブラケット 22 梁骨材 24 水平ピン 26 吊り金具 28 チェーン 30 足場板 32 足場ブラケット 34 締付ボルト 36 ナット 40 コールバンカ 42 鉄骨組 44 仮設梁 46 梯子 10 Umbrella-type scaffolding 12 Central support 14 Supporting pipe 16 Connection flange 18 Ladder bar 20 Radiation bracket 22 Beam aggregate 24 Horizontal pin 26 Suspension metal 28 Chain 30 Scaffolding board 32 Scaffolding bracket 34 Tightening bolt 36 Nut 40 Call bunker 42 Steel frame 44 Temporary beam 46 ladder

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 支柱部材の側部にピン結合によって起伏
可動に取り付けられた複数の梁骨材を放射状に設け、前
記支柱部材には梯子バーを取り付けたことを特徴とする
傘型足場。
1. An umbrella-type scaffold, characterized in that a plurality of beam aggregates that are movably mounted by undulations by pins are radially provided on a side portion of a column member, and a ladder bar is attached to the column member.
JP5082765A 1993-03-17 1993-03-17 Umbrella scaffold Expired - Fee Related JP3022043B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5082765A JP3022043B2 (en) 1993-03-17 1993-03-17 Umbrella scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5082765A JP3022043B2 (en) 1993-03-17 1993-03-17 Umbrella scaffold

Publications (2)

Publication Number Publication Date
JPH06272369A true JPH06272369A (en) 1994-09-27
JP3022043B2 JP3022043B2 (en) 2000-03-15

Family

ID=13783539

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5082765A Expired - Fee Related JP3022043B2 (en) 1993-03-17 1993-03-17 Umbrella scaffold

Country Status (1)

Country Link
JP (1) JP3022043B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105401721A (en) * 2015-12-22 2016-03-16 河北建设集团有限公司 Umbrella-type template supporting system
CN113089992A (en) * 2021-03-26 2021-07-09 苏州眠饰界贸易有限公司 Building outer wall glass matched with staff to maintain and prolong service life

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105401721A (en) * 2015-12-22 2016-03-16 河北建设集团有限公司 Umbrella-type template supporting system
CN113089992A (en) * 2021-03-26 2021-07-09 苏州眠饰界贸易有限公司 Building outer wall glass matched with staff to maintain and prolong service life

Also Published As

Publication number Publication date
JP3022043B2 (en) 2000-03-15

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