JPH07119519B2 - Scaffolding equipment - Google Patents
Scaffolding equipmentInfo
- Publication number
- JPH07119519B2 JPH07119519B2 JP13311690A JP13311690A JPH07119519B2 JP H07119519 B2 JPH07119519 B2 JP H07119519B2 JP 13311690 A JP13311690 A JP 13311690A JP 13311690 A JP13311690 A JP 13311690A JP H07119519 B2 JPH07119519 B2 JP H07119519B2
- Authority
- JP
- Japan
- Prior art keywords
- joint
- pedestal
- scaffolding
- horizontal support
- pivot shaft
- 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.)
- Expired - Lifetime
Links
Landscapes
- Movable Scaffolding (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、脚柱が中折れ可能に構成された門形枠を用い
て構成され例えば火力発電所の高圧蒸気生成用ボイラ内
のように吊り上げ或いは吊り下げ用のワイヤが狭小な垂
下空間を経て垂下されるような特殊な条件下においても
構築が可能な足場装置に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention is configured by using a portal frame in which a pedestal is configured to be capable of being bent in the center, and is used, for example, in a high pressure steam generating boiler of a thermal power plant. The present invention relates to a scaffolding device that can be constructed even under a special condition in which a wire for hoisting or hanging is hung through a narrow hanging space.
例えば火力発電所の高圧蒸気生成用ボイラは稼働中に燃
料の燃焼によって発生した滓が内壁面に付着するため、
定期的に滓を除去する作業が行われている。For example, in a high-pressure steam generation boiler of a thermal power plant, slag generated by combustion of fuel adheres to the inner wall surface during operation.
Work to remove the slag is performed regularly.
このようなボイラの滓取り作業を実施するには、該ボイ
ラ内壁面に沿って階層状に足場板を設けた相当大掛かり
な足場装置を構築することが必須要件となるが、従来で
は、丸太と縦横に組合わせて針金で結合固定して構築さ
れる旧来周知の足場か、或いは金属パイプで作製された
門形枠を上下及び左右方向に継ぎ足し連結して構築され
る周知の建築用足場装置が使用されていた。In order to carry out such boiler scraping work, it is an essential requirement to construct a considerably large-scale scaffolding device in which scaffolding plates are provided in layers along the inner wall surface of the boiler. There is a well-known scaffolding that is traditionally constructed by combining it vertically and horizontally and connecting and fixing it with wire, or a well-known scaffolding device for construction that is constructed by vertically and horizontally connecting and connecting gate frames made of metal pipes. Had been used.
しかしながら、このような従来の足場装置の場合、足場
の組立及び撤去作業に多大な費用と工期を要するという
問題点があり、限られた期間で行う必要のあるこの種の
作業に満足な対応をなし得ていないのが実情である。However, in the case of such a conventional scaffolding device, there is a problem that a large amount of money and a construction period are required for the scaffolding assembling and dismounting work, and a satisfactory response is required for this kind of work which needs to be performed in a limited period. The reality is that nothing can be done.
ところで、本発明者は特願昭62−308322号において、所
要の間隔で平行する2本の脚柱を、足場板の端部を係止
するための支持杆で連結し、各脚柱の上下いずれかの端
部にジョイントピンを突設させると共に、他方の端部に
該ジョイントピンが突入嵌合可能な係合孔を開設し、又
脚柱上下端部にそれぞれ連結用ブラケットを固着してな
る建築足場装置用の脚柱ユニットを提案している。By the way, in the Japanese Patent Application No. 62-308322, the inventor of the present invention connects two parallel columns at a required interval with a support rod for locking the end of the scaffolding plate, and the upper and lower sides of each column are connected. A joint pin is projectingly provided at one of the ends, an engaging hole into which the joint pin can be inserted and fitted is formed at the other end, and connecting brackets are fixed to the upper and lower ends of the pedestal, respectively. Proposal of pedestal unit for building scaffolding equipment.
この先行技術の脚柱ユニットは、上下方向で隣合うユニ
ットの脚柱上下端部の連結用ブラケットどうしを連結す
ることにより、複数のユニットを上下多段に折畳み自在
に連結することができ、このようにして連結したユニッ
ト群を左右方向に一定間隔毎に対設して、隣接対向する
ユニットの支持杆間に夫々足場板を架設することにより
足場板を階層状に配した足場装置を組立てることができ
るものであり、作業現場において折畳まれた状態から、
ウインチ等によって吊り上げるだけで、立体的な足場装
置を一挙に構築できる上、撤去するときは元の折畳み状
態に戻せば簡単に分解できるという優れた機能を備えて
いる。In this pedestal unit of the prior art, a plurality of units can be vertically and foldably connected by connecting the connecting brackets at the upper and lower ends of the pedestal of adjacent units in the vertical direction. It is possible to assemble a scaffolding device in which scaffolding boards are arranged in a layered manner by arranging the unit groups connected in parallel with each other in the left-right direction at regular intervals and installing scaffolding boards between the supporting rods of the adjacent units facing each other. It is possible, from the folded state at the work site,
It is possible to construct a three-dimensional scaffolding device at once by simply lifting it with a winch, etc., and when removing it, it has an excellent function that it can be easily disassembled by returning it to its original folded state.
しかしながら、上記脚柱ユニットを用いた足場装置の場
合、吊り上げ、又は折畳む際に、吊り上げ或いは吊り下
げのためのワイヤが横方向(水平方向)に揺動し、特に
吊り上げ・吊り下げのためのワイヤの垂下空間部が5〜
10cm程度の狭小空間部を利用するような場合,あるいは
比較的狭少な設置空間で吊り上げ・吊り下げを行うよう
な場合には不可能となるという欠点があった。However, in the case of a scaffolding device using the above pedestal unit, a wire for hoisting or hanging swings in the lateral direction (horizontal direction) when hoisting or folding, and particularly for hoisting / hanging. The hanging space of the wire is 5
There is a drawback that it becomes impossible when using a small space of about 10 cm or when hoisting and hanging in a relatively small installation space.
そこで本発明は、このような問題点を解決するためにな
されたもので、ウインチ等による吊り上げ、・吊り下げ
によって脚柱が垂直に伸長或いは折畳みができるととも
に吊り上げ或いは吊り下げ用ワイヤが横移動することな
く、垂直に吊り上げることができ狭小空間内においても
吊り上げ・吊り下げができるようになしたものである。Therefore, the present invention has been made to solve such a problem, and a stanchion can be vertically extended or folded by hoisting / hanging with a winch or the like, and a wire for hoisting or hanging can be moved laterally. It can be lifted vertically without any need, and can be lifted and hung even in a small space.
上記目的を達成するために本発明の足場装置は、実施例
の図面に示すように、上下端部に上方に向かって突出し
たジョイントピン(6b)と該ジョイントピン(6b)が嵌
合可能なピン嵌合孔(6a)を夫々設けている脚柱(1)
を長さ方向に二分割してその分割部の対向端部に上記同
様に互いに嵌合可能なジョイントピン(6b)とピン嵌合
孔(6a)を夫々設けると共に該対向端部に一側方に向か
ってジョイントブラケット(7a)(7b)を夫々固着し、
これらのジョイントブラケット(7a)(7b)の先端部同
士を枢支軸(8)により枢着して該枢支軸(8)を中心
として折れ曲がり可能に連結し、この脚柱(1)(1)
を前後に一定間隔を存して対設すると共にその上端部間
を足場板架設用水平支持杆(4)により一体的に連結し
て門形枠(A)を形成し、この門形枠(A)を多数枠、
左右上下に配して左右に隣接する門形枠(A)(A)に
おいては水平支持杆(4)(4)間に足場板(B)を架
設することにより連結し、上下に隣接する門形枠(A)
(A)においては、上下に対向する脚柱(1)(1)の
上下端部に上記分割部に固着したジョイントブラケット
(7a)(7b)の反対側に向かってジョイントブラケット
(7a)(7b)を突設し、これらのジョントブラケット
(7a)(7b)の先端部同士を枢支軸(8)により枢着し
て該枢支軸(8)を中心として上下分割部とは反対向け
に折れ曲がり可能に連結し、さらに、左右方向に配設し
た門形枠(A)(A)において最も両側端に配設された
門形枠(A)(A)の脚柱(1)の分割部を足場枠の下
面側に向かう互いに相反する方向に屈折させるように構
成してなることを特徴とするものである。In order to achieve the above object, the scaffolding device of the present invention is capable of fitting a joint pin (6b) protruding upward at the upper and lower ends and the joint pin (6b), as shown in the drawings of the embodiment. Pillar (1) with pin fitting holes (6a)
Is divided into two in the length direction, and a joint pin (6b) and a pin fitting hole (6a) which can be fitted to each other are respectively provided at opposite ends of the divided portion, and one side is provided at the opposite end. Secure the joint brackets (7a) and (7b) toward
The tip ends of these joint brackets (7a) (7b) are pivotally attached to each other by a pivot shaft (8), and the joint brackets (7) and (7b) are connected so as to be bendable about the pivot shaft (8). )
And the upper and lower ends thereof are integrally connected to each other by a horizontal support rod (4) for scaffolding plate to form a gate frame (A), and the gate frame ( A) a large number of frames,
In the gate-shaped frames (A) and (A) that are vertically and horizontally adjacent to each other, the scaffolding plate (B) is installed between the horizontal support rods (4) and (4) to connect the two vertically adjacent gates. Form (A)
In (A), the joint brackets (7a) and (7b) are directed toward the opposite side of the joint brackets (7a) and (7b) fixed to the divided parts at the upper and lower ends of the vertically-opposed pedestals (1) and (1). ) Is projected, and the tip portions of these joint brackets (7a) and (7b) are pivotally attached to each other by a pivot shaft (8) so that the upper and lower parts are centered on the pivot shaft (8) in the opposite direction to the upper and lower split portions. Further, the split parts of the pillars (1) of the gate frames (A) and (A), which are connected to each other so as to be bendable and further arranged at the left and right ends of the gate frames (A) and (A) arranged in the left-right direction. Are refracted in mutually opposite directions toward the lower surface side of the scaffolding frame.
又、上記構成の門形枠においては、水平支持杆(4)を
その軸心と脚柱連結用ジョイント(5)の屈曲枢支点
(8)間の水平距離(x)と少なくとも同一以上の垂直
距離(y)を隔てて該脚柱連結用ジョイント(5)の屈
曲枢支点(8)よりも上方に配設したものとすることが
望ましい。Further, in the portal frame having the above-described structure, the horizontal support rod (4) is vertically arranged at least as long as the horizontal distance (x) between the axial center of the horizontal support rod (4) and the bending pivot fulcrum (8) of the pedestal connection joint (5). It is desirable to dispose them at a distance (y) above the bending pivot point (8) of the pedestal connection joint (5).
更に、上記構成の門形枠を用いて構成される本発明の足
場装置は、前記複数の門形枠(A)…を脚柱連結用ジョ
イント(5)…を介して、該脚柱連結用ジョイント
(5)…と脚柱(1)…の中間ジョイント(2)…との
屈曲枢支点(8)…でジグザグ状に折畳み可能に連結し
て梯子状枠体(16)を形成し、該梯子状枠体(16)…を
少なくとも最外側に配設された門形枠(A)の脚柱
(1)(1)どうしが互いに接近する方向に屈曲可能な
状態にして一定間隔毎に対設すると共に、隣接対向する
門形枠(A)(A)の水平支持杆(4)(4)間には夫
々足場板(B)が架設されていることを特徴とするもの
である。Further, in the scaffolding device of the present invention configured by using the portal frame having the above-described configuration, the plurality of portal frames (A) ... Are connected to the pedestal through the pedestal connection joints (5). A zigzag-foldable joint is formed at a bending pivot fulcrum (8) between the joint (5) and the intermediate joint (2) of the pedestal (1) to form a ladder-shaped frame body (16), The ladder-shaped frame bodies (16) are made to be bendable in a direction in which the pillars (1) (1) of the portal frame (A) arranged at least on the outermost side are close to each other and paired at regular intervals. The scaffolding plate (B) is installed between the horizontal supporting rods (4) and (4) of the adjacent gate frames (A) and (A).
上記構成の門形枠(A)は両方の脚柱(1)(1)を中
間ジョイント(2)の回動支点回りに水平支持杆(4)
の軸心回りに同一方向のみに折畳むことができる。In the portal frame (A) having the above-described structure, both the pillars (1) and (1) are horizontally supported around the pivot of the intermediate joint (2).
It can be folded only in the same direction around the axis of.
従って、該門形枠(A)を複数個、縦横に組立ててなる
足場装置においては、脚柱連結用ジョイント(5)を順
次連結すると共に、各門形枠(A)…の水平支持杆
(4)…間に足場板(B)…を架着した後、ワイヤを用
いて吊り上げるだけで立体的に構築することができる。
この吊り上げ時においては、左右方向に配設した門形枠
(A)(A)において、最も両側端に配設された門形枠
(A)(A)の脚柱(1)の分割部を足場枠の下面側に
向かう互いに相反する方向に屈折させるように構成して
いるので、これらの門形枠(A)(A)の脚柱(1)は
外側方に突出することなく中折れ式に内向きに折畳まれ
た状態から起立状態へと伸長し、又撤去のための折畳み
時においては、直立状態から内向きに折畳まれるので、
いずれの場合にも、足場装置は全体として垂直方向に吊
り上げられ、或いは吊り下げられる。従って、足場装置
は水平方向への揺動が極めて少なく、ワイヤを用いて安
定した吊り上げ、折畳み動作を行い得るものである。Therefore, in a scaffolding device in which a plurality of the gate frames (A) are vertically and horizontally assembled, the pedestal connection joints (5) are sequentially connected and the horizontal support rods () of the gate frames (A). 4) A scaffolding board (B) can be mounted between them, and then can be three-dimensionally constructed simply by lifting with a wire.
At the time of this hoisting, in the gate frames (A) and (A) arranged in the left and right direction, the divided parts of the pillars (1) of the gate frames (A) and (A) arranged at the most both ends are separated. Since they are configured to be bent in mutually opposite directions toward the lower surface side of the scaffolding frame, the pillars (1) of these portal frames (A) and (A) do not project outwardly and can be folded inside. Extends from the inward folded state to the standing state, and when folding for removal, it is folded inward from the upright state,
In either case, the scaffolding device is generally hoisted or hung vertically. Therefore, the scaffolding device has very little horizontal swing, and can stably perform lifting and folding operations using the wire.
尚、本発明の脚柱ユニットは設置場所によって夫々異な
るが、通常横方向へは3〜5脚、上方へは3〜10段をワ
ンセットにして、これを適宜縦横に連結して構築するこ
とが運搬並びに取扱上便宜である。Although the pedestal unit of the present invention differs depending on the installation location, it is normally constructed by forming a set of 3 to 5 legs in the lateral direction and 3 to 10 steps in the upper direction and connecting them vertically and horizontally as appropriate. Is convenient for transportation and handling.
又、最外端の脚柱(1)…の屈伸動作は足場装置の設置
底面幅を超えず、このため制限された空間内での構築及
び撤去作業に何等の支障も生じない。Further, the bending and stretching motions of the outermost end pedestals (1) do not exceed the installation bottom width of the scaffolding device, so that there is no hindrance to the construction and removal work in the limited space.
以下、本発明の実施例を図面に基づき詳細に説明する。
第1図及び第2図に示した本実施例に係る組立足場用門
形枠(A)の大きさは従来公知の略同じ高さと幅を有す
るもので、略同一長さに形成された上下一対の金属パイ
プ製の脚柱部材(1a)(1b)間を中間ジョイント(2)
を介して連結してなる一対の脚柱(1)(1)を、第8
図に示すような足場板(B)の前後幅よりもやゝ広い一
定間隔で対設すると共に、これら前後脚柱(1)(1)
の上側脚柱部材(1a)(1a)間をヒ字形状のステー
(3)(3)を介して、長さ方向の略2等分位置で分割
可能な金属パイプ製の足場板架設用水平支持杆(4)に
より一体的に連結して門形状に形成し、更に、両脚柱
(1)(1)の上下端部に脚柱連結用ジョイント(5)
の上下ジョイント部(5a)(5b)を分離状態で一体的に
取付けてなるものである。Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
The size of the portal frame (A) for assembled scaffolding according to the present embodiment shown in FIGS. 1 and 2 has the same height and width as conventionally known, and the upper and lower sides are formed to have substantially the same length. Intermediate joint (2) between a pair of metal pipe pedestal members (1a) (1b)
A pair of pedestals (1) and (1) connected via
As shown in the figure, the scaffolding plate (B) is installed at a constant interval wider than the front and rear width, and these front and rear pedestals (1) (1)
A scaffolding plate made of metal pipe that can be divided between the upper pedestal members (1a) (1a) through the fold-shaped stays (3) (3) at approximately equal halves in the longitudinal direction. A support rod (4) is integrally connected to form a gate shape, and further, a pedestal connection joint (5) is provided at the upper and lower ends of both pedestals (1) and (1).
The upper and lower joint parts (5a) and (5b) are integrally attached in a separated state.
第3図は脚柱連結用ジョイント(5)を示している。該
脚柱連結用ジョイント(5)は水平支持杆(4)の軸心
回りに同一方向にのみ屈曲自在に構成されている。FIG. 3 shows a stanchion joint (5). The pedestal connection joint (5) is configured to be bendable only in the same direction around the axis of the horizontal support rod (4).
即ち、この脚柱連結用ジョイント(5)は、脚柱(1)
の上側脚柱部材(1a)の上端部に下側ジョイント部(5
b)が、又下側脚柱部材(1b)の下端部に上側ジョイン
ト部(5a)が夫々装着されている。下側ジョイント部
(5b)は上側脚柱部材(1a)の上端部に、ジョイントピ
ン(6b)をピン頭部が所定長さ突出する状態で内嵌固着
すると共に、U字形状の上側ジョイントブラケット(7
b)を該上側脚柱部材(1a)の上端部外周に一体的に套
嵌固着してなり、又、上側ジョイント部(5a)は下側脚
柱部材(1b)の下端部を開口させてなるピン嵌合孔(6
a)を有すると共に、前記ブラケット(7b)と対称に形
成された下側ジョイントブラケット(7a)を下側脚柱部
材(1b)の下端部外周に套嵌固着してなり、これら上下
ジョイント部(5a)(5b)のブラケット(7a)(7b)は
共に脚柱(1)の左右一側方で互いに相手方向に斜めに
延出してあると共に、両延出部分を重合させて枢支軸
(8)により回動変位自在に連結されて、脚柱連結用ジ
ョイント(5)が構成されるものである。That is, this pedestal connection joint (5) is connected to the pedestal (1).
At the upper end of the upper pedestal member (1a) of
b), and upper joint parts (5a) are attached to the lower ends of the lower pedestal members (1b), respectively. The lower joint part (5b) is fixed to the upper end of the upper pedestal member (1a) by fitting the joint pin (6b) into the upper part of the upper pedestal member (1a) with the pin head projecting by a predetermined length, and has a U-shaped upper joint bracket. (7
b) is integrally fitted and fixed to the outer periphery of the upper end of the upper pedestal member (1a), and the upper joint part (5a) is formed by opening the lower end of the lower pedestal member (1b). Pin fitting hole (6
The lower joint bracket (7a) having a) and formed symmetrically with the bracket (7b) is fitted and fixed to the outer periphery of the lower end of the lower pedestal member (1b). Both brackets (7a) and (7b) of 5a) and (5b) extend diagonally to each other on one side of the pedestal (1) on the left and right sides, and at the same time, the extending portions are overlapped to form a pivot shaft ( 8) is rotatably and displaceably connected to each other to form a pedestal connection joint (5).
このような構成の脚柱連結用ジョイント(5)は、第3
図の実線図で示すように、該ジョイント(5)を介して
連結された上下の脚柱(1)(1)を一直線状に伸長さ
せた状態では、上側の脚柱(1)のピン嵌合孔(6a)に
下側の脚柱(1)のジョイントピン(6b)が嵌入して、
両脚柱(1)(1)の上下端面が接合される。又、この
脚柱(1)(1)両端面の接合状態においては枢支軸
(8)の反対側への回動は不可能であるから、該ジョイ
ント(5)は同図の1点鎖線図で示すように、脚柱
(1)(1)が枢支軸(8)寄り側にのみ屈曲自在とな
るものである。The pedestal connection joint (5) having such a configuration is
As shown by the solid line diagram in the figure, in a state where the upper and lower pedestals (1) (1) connected via the joint (5) are linearly extended, the pin fitting of the upper pedestal (1) is performed. Insert the joint pin (6b) of the lower pedestal (1) into the dowel hole (6a),
The upper and lower end surfaces of both pedestals (1) and (1) are joined. Further, in the state where the both ends of the pedestal (1) (1) are joined, it is impossible to rotate the pivot shaft (8) to the opposite side, so that the joint (5) is indicated by the one-dot chain line in FIG. As shown in the figure, the pedestal (1) (1) can be bent only toward the pivot shaft (8) side.
第4図は中間ジョイント(2)を示している。該中間ジ
ョイント(2)は水平支持杆(4)の軸心回りに前記脚
柱連結用ジョイント(5)とは反対方向にのみ屈曲自在
に構成されているが、本実施例では前記脚柱連結用ジョ
イント(5)と同一構成のものを左右反対向きに取付け
てなるものとしている。同図中、(2a)は上側脚柱部材
(1a)の下端部に装着された上側ジョイント部、(2b)
は下側脚柱部材(1b)の上端部に装着された下側ジョイ
ント部である。尚、その他の前記脚柱連結用ジョイント
(5)と共通構成部分には同一の符号を付して重複を避
けるためにその説明を省略する。FIG. 4 shows the intermediate joint (2). The intermediate joint (2) is configured to be bendable around the axis of the horizontal support rod (4) only in the direction opposite to the direction for connecting the pedestal (5), but in the present embodiment, the pedestal connection is made. The same structure as that of the joint (5) is attached in the right and left opposite directions. In the figure, (2a) is the upper joint part attached to the lower end of the upper pedestal member (1a), (2b)
Is a lower joint part attached to the upper end of the lower pillar member (1b). The other components common to the pedestal connection joint (5) are designated by the same reference numerals, and the description thereof will be omitted to avoid duplication.
(9)…はブレース(C)…の端部を係止させる係止ピ
ンであって、夫々上下脚柱部材(1a)(1b)の上部内側
に突設してある。Denoted at (9) are locking pins for locking the ends of the braces (C), and are provided so as to project inside the upper parts of the upper and lower pedestal members (1a) (1b), respectively.
第5図は水平支持杆(4)の前後の杆部材(4a)(4b)
の連結構造を示している。一方の杆部材(4a)には、先
端部に該杆部材(4a)の径方向で対向する一対の軸部挿
通孔(10a)(10a)と突部挿通孔(10b)とを穿設し、
軸部挿通孔(10a)(10a)に略J字形状に形成された連
結ピン部材(11)の軸部(11a)を貫通させると共に、
杆部材(4a)外面と、これより突出する軸部(11a)の
基端間に、連結ピン部材(11)の先端嵌合突部(11b)
を突部挿通孔(10b)の突入させる方向へ付勢する圧縮
コイルばね(12)を取付けてある。又、他方の杆部材
(4b)には一方の杆部材(4a)に嵌入する筒軸(13)が
先端部から突出する状態で溶接され、この筒軸(13)の
先端部に連結ピン部材(11)の軸部(11a)に係合させ
る切欠溝(14a)(14a)と、嵌合突部(11b)を突入さ
せる嵌合孔(14b)とを夫々穿設してある。FIG. 5 shows the rod members (4a) (4b) in front of and behind the horizontal support rod (4).
The connection structure of is shown. One of the rod members (4a) is provided with a pair of shaft portion insertion holes (10a) (10a) and a protrusion insertion hole (10b) which are opposed to each other in the radial direction of the rod member (4a). ,
While allowing the shaft portion (11a) of the connecting pin member (11) formed in a substantially J shape to pass through the shaft portion insertion holes (10a) (10a),
Between the outer surface of the rod member (4a) and the base end of the shaft portion (11a) protruding therefrom, the tip fitting projection (11b) of the connecting pin member (11).
A compression coil spring (12) is attached to urge the projection insertion hole (10b) in the direction of insertion. Further, the other rod member (4b) is welded with a tubular shaft (13) fitted into the one rod member (4a) in a state of protruding from the tip portion, and the connecting pin member is attached to the tip portion of the tubular shaft (13). Notch grooves (14a) (14a) to be engaged with the shaft portion (11a) of (11) and a fitting hole (14b) into which the fitting projection (11b) is projected are provided respectively.
そして、門形枠(A)を組立てるときは、一方の杆部材
(4a)に装着された連結ピン部材(11)の嵌合孔(14
b)を圧縮コイルばね(12)の付勢力に抗して突部挿通
孔(10b)から略抜脱させた状態で、他方の杆部材(4
b)の筒軸(13)を一方の杆部材(4a)に嵌入して切欠
溝(14a)(14a)を連結ピン部材(11の軸部(11a)に
係合した後、前記嵌合突部(11b)を圧縮コイルばね(1
2)の付勢力により突部挿通孔(10b)と嵌合孔(14b)
とに亙って貫入させることにより、両杆部材(4a)(4
b)を互いに抜脱及び回転を規制された状態で固定、連
結することができ、又上記と逆の操作で両杆部材(4a)
(4b)を分離することができる。従って、このように前
後杆部材(4a)(4b)を分離すれば、門形枠(A)は運
搬時等において嵩張らず取扱いが容易な逆L字形状に分
割できるものである。When assembling the portal frame (A), the fitting hole (14) of the connecting pin member (11) mounted on the rod member (4a) on one side is fitted.
b) is substantially withdrawn from the projection insertion hole (10b) against the biasing force of the compression coil spring (12), the other rod member (4
After fitting the cylindrical shaft (13) of (b) into one of the rod members (4a) and engaging the notch grooves (14a) (14a) with the connecting pin member (11 shaft part (11a), Part (11b) is compressed coil spring (1
Projection insertion hole (10b) and fitting hole (14b) due to the urging force of 2)
By inserting the rods, the rod members (4a) (4a
b) can be fixed and connected to each other in a state in which their withdrawal and rotation are restricted, and both rod members (4a) can be operated in the reverse operation.
(4b) can be separated. Therefore, by separating the front and rear rod members (4a) and (4b) in this way, the gate frame (A) can be divided into an inverted L-shape that is easy to handle without being bulky during transportation.
尚、第1図及び第2図において、(15)(15)は水平支
持杆(4)の両端面上面側に固着された足場板外れ止め
板である。In FIGS. 1 and 2, (15) and (15) are scaffolding plate disengagement plates fixed to the upper surfaces of both end faces of the horizontal support rod (4).
第6図及び第7図は上記構成の門形枠(A)…を組立て
てなる足場装置を示している。この足場装置は、所要数
の門形枠(A)…を脚柱連結用ジョイント(5)…を介
して上下方向に連結すると共に横方向へは足場板(B)
を介して適宜数連結してワンセットとなしたもので、こ
れを更に設置現場で上下左右(縦横)に連結して組立て
ることにより幾階もの高層の足場装置が容易に構築でき
るものである。6 and 7 show a scaffolding device in which the portal frame (A) having the above-mentioned structure is assembled. In this scaffolding device, a required number of portal frames (A) ... Are vertically connected via pedestal connection joints (5) ..., and a scaffolding plate (B) is horizontally provided.
A suitable number of scaffolding devices can be easily constructed by connecting them up and down, left and right (longitudinal and lateral) at the installation site, and assembling them by assembling a suitable number of them through the above.
この場合、前記梯子状枠体(16)…を並設するにあたっ
ては、少なくとも最外側に配設された梯子状枠体(16)
(16)の各門形枠(A)…における脚柱(1)(1)ど
うしが互いに接近する方向に屈曲可能となるように、即
ち両脚柱(1)(1)の中間ジョイント(2)(2)が
互いに接近する方向に屈曲するように、該脚柱(1)
(1)の向きを設定する。In this case, when the ladder-shaped frame bodies (16) are arranged in parallel, at least the ladder-shaped frame bodies (16) arranged on the outermost side.
The pillars (1) and (1) of the respective gate frames (A) of (16) can be bent in a direction in which they approach each other, that is, an intermediate joint (2) of both pillars (1) and (1). The pedestal (1) so that the (2) bends toward each other.
Set the orientation of (1).
尚、必要に応じて下部間隔規制用横枠(17b)、又は該
横枠(17b)を省略して脚柱下端に直接複数個の周知構
造のジャッキ装置(図示せず)を取付けて、足場装置を
使用する現場では水平姿勢を保持できるようにすること
もできると共に前記ボイラ内で使用するような場合には
宙吊り状態で使用できるものである。If necessary, the lower spacing regulating horizontal frame (17b) or the horizontal frame (17b) may be omitted, and a plurality of jack devices (not shown) having a well-known structure may be directly attached to the lower end of the pedestal to scaffold the scaffolding. In the field where the device is used, the horizontal posture can be maintained, and when the device is used in the boiler, it can be used in a suspended state.
この組立て状態から、例えば火力発電所の高圧蒸気生成
用ボイラ(D)内においては、該ボイラ室の天井側に配
設してある巻上げ装置(E)(概略図)のワイヤ(F)
に例えば上部間隔規制用横枠(17a)を連結して吊り上
げることにより、門形枠(A)…と足場板(B)…とに
よって第6図の実線図で示すように、立体的に構築する
ことができ、この後、順次梯子状枠体(16)を構成する
門形枠(A)(A)の各ジョイント(2)(5)近傍間
に亙ってブレース(C)(C)をX字状に交叉張設する
とよい。そして、打畳むときはブレース(C)…を取外
した後、前記巻上げ装置によって吊足場装置全体を下降
させる。From this assembled state, for example, in the high-pressure steam generation boiler (D) of a thermal power plant, the winding device (E) (schematic diagram) wire (F) arranged on the ceiling side of the boiler chamber.
For example, by connecting and suspending a horizontal frame (17a) for controlling the upper space, the three-dimensional construction is made by the gate frame (A) and the scaffold plate (B) as shown in the solid line diagram of FIG. After that, the braces (C) and (C) are spread over the vicinity of the joints (2) and (5) of the gate frames (A) and (A) that sequentially form the ladder frame body (16). It is advisable to extend the X-shape. When folding, the braces (C) are removed, and then the hoisting device lowers the entire suspension scaffolding device.
上記吊り上げ時においては、第6図の2点鎖線図で示す
ように、足場装置は折畳まれた状態から全体として垂直
方向に安定した姿勢で起立状態へと伸長し、又折畳み時
においては、同様に直立状態から垂直方向に折畳まれ
る。従って、いずれの場合にも足場装置の水平方向への
揺動がなく、ワイヤの揺動も生じないので、天井に設け
られた狭少なワイヤ垂下用空間部周囲にワイヤが強く摺
接するなどの不都合が生じることなく良好な吊り上げ・
吊り下げ動作をなし得るものである。又、最外側の脚柱
(1)…の屈伸動作は足場装置の設置底面幅を超えな
い。At the time of lifting, as shown by the two-dot chain line in FIG. 6, the scaffolding device extends from the folded state to a standing state in a stable posture in the vertical direction as a whole, and at the time of folding, Similarly, it is folded vertically from an upright position. Therefore, in either case, the scaffolding device does not swing in the horizontal direction and the wire does not swing, so that the wire strongly slides around the narrow wire hanging space provided on the ceiling. Good lifting without causing
The suspension operation can be performed. Moreover, the bending movement of the outermost pedestal (1) does not exceed the installation bottom width of the scaffolding device.
上記構成の足場装置に使用される足場板(B)は従来の
例えば第8図に示すように、両端部にフック金具(18)
…が取付けられている。これらのフック金具(18)…は
足場装置の伸長時および折畳み時、水平平行姿勢を保持
して門形枠(A)…の屈伸動作に追従するように、水平
支持杆(4)上で水平方向に回動可能に係合されるもの
である。又、1本の水平支持杆(4)に対して第7図に
示すように、その両側の足場板(B)(B)のフック金
具(18)…を係合させるので、両足場板(B)(B)の
フック金具(18)…が水平支持杆(4)上で干渉しない
ように、該足場板(B)の長さ方向両端のフック金具
(18)は前後に位置をずらせて配設されている。The scaffolding plate (B) used in the scaffolding device having the above-described structure has a hook metal fitting (18) at both ends as shown in FIG.
... is installed. These hook metal fittings (18) are horizontal on the horizontal support rod (4) so as to keep the horizontal parallel posture and follow the bending and extending movements of the gate frame (A) when the scaffolding device is extended and folded. It is engaged so as to be rotatable in the direction. Further, as shown in FIG. 7, the hook metal fittings (18) of the scaffold plates (B) (B) on both sides of the horizontal support rod (4) are engaged with each other, so that both scaffold plates ( B) To prevent the hook metal fittings (18) of (B) ... from interfering with each other on the horizontal support rod (4), the hook metal fittings (18) at both ends in the longitudinal direction of the scaffold plate (B) should be moved back and forth. It is arranged.
そして、本発明の実施例では第3図に示すように、門形
枠(A)の水平支持杆(4)をその軸心と脚柱連結用ジ
ョイント(5)の屈曲枢支点である枢支軸(8)間の水
平距離(x)と少なくとも同一以上の垂直距離(y)を
隔てて該脚柱連結用ジョイント(5)の枢支軸(8)よ
りも上方に配設しており、このようにすることにより上
記吊り上げ時及び折畳み時において、足場板(B)…が
円滑かつ安定した状態で折畳みすることができる。In the embodiment of the present invention, as shown in FIG. 3, the horizontal support rod (4) of the portal frame (A) is pivotally supported by its axis and the bending joint of the pedestal joint (5). It is arranged above the pivot shaft (8) of the pedestal connection joint (5) with a vertical distance (y) at least equal to or greater than the horizontal distance (x) between the shafts (8), By doing so, it is possible to fold the scaffolding plates (B) in a smooth and stable state at the time of lifting and folding.
即ち、前記梯子状枠体(16)…を並設する際に、中間位
置に配設された梯子状枠体(16)(16)の各門形枠
(A)…における脚柱連結用ジョイント(5)…の屈曲
方向を一側端部の梯子状枠体(16)の各門形枠(A)…
における脚柱連結用ジョイント(5)…の屈曲方向と同
方向となるように配設しておき、吊足場装置の直立状態
において、足場板(B)の長さ方向両端に配設されたフ
ック金具(17)(17)の側端部が水平支持杆(4)
(4)の外端面に略当接して架設されるように、門形枠
(A)…の左右方向の配置間隔を設定すると、吊り上げ
時又は折畳み時において、他側端部の梯子状枠体(16)
を除く残りの全ての梯子状枠体(16)における門形枠
(A)…の脚柱(1)は対向するものどうしが脚柱連結
用ジョイント(5)…及び中間ジョイント(2)…を介
して同一方向に平行リンクの運動をなすので、これらの
門形枠(A)…の水平支持杆(4)…に架設された足場
板(B)…は水平支持杆(4)に対して水平方向へ相対
移動しない。That is, when the ladder-shaped frame bodies (16) are arranged side by side, the pedestal connection joint in each gate frame (A) of the ladder-shaped frame bodies (16) (16) arranged at an intermediate position. (5) Each gate-shaped frame (A) of the ladder-shaped frame body (16) at one end in the bending direction of ...
, Which are arranged in the same direction as the bending direction of the pedestal connection joints (5) ..., and the hooks arranged at both ends in the longitudinal direction of the scaffold plate (B) in the upright state of the suspension scaffolding device. Side ends of the metal fittings (17) (17) have horizontal support rods (4)
If the arrangement interval in the left-right direction of the gate frames (A) is set so as to be installed so as to be substantially in contact with the outer end surface of (4), the ladder-shaped frame body of the other side end portion at the time of lifting or folding. (16)
In all the remaining ladder-shaped frame bodies (16) except for, the pillars (1) of the gate frame (A) ... are opposed to each other, and the pillar connection joint (5) ... and the intermediate joint (2) ... Since they perform parallel link motions in the same direction, the scaffolding plates (B) ... erected on the horizontal support rods (4) of these gate frames (A) ... With respect to the horizontal support rods (4). Does not move horizontally.
又、他側端部の梯子状枠体(16)とこれに隣接対向する
梯子状枠体(16)における門形枠(A)…の水平支持杆
(4)…間に架設された足場板(B)…は第3図の1点
鎖線図で示すように、脚柱連結用ジョイント(5)が屈
曲したとき、水平支持杆(4)が内側に旋回するので、
対向する水平支持杆(4)(4)どうしは互いに接近す
る方向へ移動することになる。従って、両水平支持杆
(4)(4)間に架設された足場板(B)は直立状態で
水平支持杆(4)(4)と当接支持されることになるの
で、いずれの水平支持杆(4)に架設された足場板
(B)…も揺動の少ない安定した状態で吊り上げられ、
或いは折畳まれるものである。Further, the ladder frame (16) at the other end and the horizontal support rods (4) of the gate frames (A) of the ladder frame (16) adjacent to and facing the ladder frame (16) are laid between the scaffold plates. (B) ... As shown by the chain line in FIG. 3, when the pedestal connection joint (5) bends, the horizontal support rod (4) pivots inward,
The horizontal support rods (4) (4) facing each other move in a direction in which they approach each other. Therefore, since the scaffolding plate (B) erected between both the horizontal support rods (4) and (4) is in an upright state and abuts and supports the horizontal support rods (4) and (4), whichever horizontal support rod (4) (4) is supported. The scaffolding plate (B) erected on the rod (4) is also lifted in a stable state with little swing,
Or it is folded.
尚、門形枠(A)は例えば第9図に示すように、水平支
持杆(4)を脚柱連結用ジョイント(5)の枢支軸
(8)よりもやゝ下方位置に架着した構成のものも使用
できる。但し、この場合通常の足場板(B)を使用した
ときは、吊足場装置の吊り上げ及び折畳み時における足
場板(B)端部どうしの干渉による多少の揺動の発生は
回避できない。In the gate frame (A), as shown in FIG. 9, for example, the horizontal support rod (4) is mounted at a position slightly lower than the pivot shaft (8) of the pedestal connection joint (5). A configuration can also be used. However, in this case, when the normal scaffolding plate (B) is used, some rocking due to interference between the ends of the scaffolding plate (B) at the time of lifting and folding the hanging scaffolding device cannot be avoided.
以上説明したように本発明の足場装置によれば、上下端
部に上方に向かって突出したジョイントピン(6b)と該
ジョイントピン(6b)が嵌合可能なピン嵌合孔(6a)を
夫々設けている脚柱(1)を長さ方向に二分割してその
分割部の対向端部に上記同様に互いに嵌合可能なジョイ
ントピン(6b)とピン嵌合孔(6a)を夫々設けると共に
該対向端部に一側方に向かってジョイントブラケット
(7a)(7b)を夫々固着し、これらのジョイントブラケ
ット(7a)(7b)の先端部同士を枢支軸(8)により枢
着して該枢支軸(8)を中心として折れ曲がり可能に連
結し、この脚柱(1)(1)を前後に一定間隔を存して
対設すると共にその上端部間を足場板架設用水平支持杆
(4)により一体的に連結して門形枠(A)を形成して
いるので、脚柱(1)の二つ折り状態にコンパクトに折
り畳むことができるのは勿論、その枢支軸(8)を脚柱
(1)の分割部において一側方に突出したジョイントブ
ラケット(7a)(7b)の先端部に設けているので、折り
畳み方向を該一側方向のみに設定し得ると共に起立させ
た際には、ジョイントピン(6b)がピン嵌合孔(6a)に
嵌合して脚柱(1)を確実に起立状態に保持し、垂直方
向に掛かる荷重を強固に支持し得るものである。As described above, according to the scaffolding device of the present invention, the joint pin (6b) protruding upward and the pin fitting hole (6a) into which the joint pin (6b) can be fitted are respectively provided at the upper and lower ends. The pedestal (1) provided is divided into two in the lengthwise direction, and joint pins (6b) and pin fitting holes (6a) that can be fitted to each other are provided at the opposite ends of the divided parts in the same manner as above. Joint brackets (7a) (7b) are fixed to the opposite ends toward one side, respectively, and the tips of these joint brackets (7a) (7b) are pivotally attached by a pivot shaft (8). The pivot support shaft (8) is connected so as to be bendable, and the pedestals (1) and (1) are installed in front and back at regular intervals, and the upper end portions thereof are horizontally supported for mounting scaffolding plates. (4) is integrally connected to form the portal frame (A). In addition to being able to fold compactly in a folded state, the pivot shaft (8) is provided at the tip of the joint brackets (7a) (7b) projecting to one side in the division of the pedestal (1). Therefore, the folding direction can be set only to the one side direction, and when it is erected, the joint pin (6b) fits into the pin fitting hole (6a) and the pedestal (1) is surely erected. It can be held in a state and firmly support the load applied in the vertical direction.
さらに、この門形枠(A)を多数枠、左右上下に配して
左右に隣接する門形枠(A)(A)においては水平支持
杆(4)(4)間に足場板(B)を架設することにより
連結し、上下に隣接する門形枠(A)(A)において
は、上下に対向する脚柱(1)(1)の上下端部に上記
分割部に固着したジョイントブラケット(7a)(7b)の
反対側に向かってジョイントブラケット(7a)(7b)を
突設し、これらのジョイントブラケット(7a)(7b)の
先端部同士を枢支軸(8)により枢着して該枢支軸
(8)を中心として上下分割部とは反対向けに折れ曲が
り可能に連結しているので、吊り上げ時において、足場
装置は全体として垂直方向に安定した姿勢で起立状態へ
と伸長し、又折畳み時においては、同様に直立状態から
垂直方向に折畳まれる。従って、いずれの場合にも足場
装置の水平方向への揺動が少なく、ワイヤの揺動も生じ
ないので、例え天井に設けられたような狭小なワイヤ垂
下用空間部を利用して吊り上げ・吊り下げをする場合に
も上記空間部の周囲にワイヤが強く摺接するなどの不都
合が生じることなく良好な吊り上げ・吊り下げ動作をな
し得るものである。又、左右方向に配設した門形枠
(A)(A)において最も両側端に配設された門形枠
(A)(A)の脚柱(1)の分割部を足場枠の下面側に
向かう互いに相反する方向に屈折させるように構成して
いるので、折り畳んだ状態においてはこれらの門形枠
(A)(A)の脚柱(1)は外側に突出することなく、
従って、脚場装置全体がその設置底面幅を越えることが
ないので、制限された空間内での構築が円滑且つ確実に
行え、又、撤去作業も何等の支障も生じることなく容易
に行えるものである。Further, in the gate frames (A) and (A) that are adjacent to each other in the left and right directions by arranging a large number of the gate frames (A), the scaffold plate (B) is provided between the horizontal support rods (4) and (4). In the vertically adjacent gate-shaped frames (A) and (A), the joint brackets (a) and (a) that are vertically opposed to each other are fixed to the upper and lower ends of the pillars (1) and (1) that are fixed to the above-mentioned divided parts ( The joint brackets (7a) and (7b) are projected toward the opposite side of 7a) and (7b), and the tips of these joint brackets (7a) and (7b) are pivotally attached by the pivot shaft (8). Since the pivot shaft (8) is connected so as to be bendable in the opposite direction to the upper and lower split parts, the scaffolding device as a whole extends vertically to a standing position in a stable posture during lifting, When folded, it is also folded vertically from the upright state. Therefore, in both cases, the scaffolding device does not swing in a horizontal direction and the wire does not swing, so that the space for wire hanging, such as that provided on the ceiling, is used for hoisting and hoisting. Even in the case of lowering, it is possible to perform a good hoisting / hanging operation without inconvenience such as strong sliding contact of the wire around the space. In addition, the divided portions of the pedestal (1) of the gate frames (A) and (A) arranged at the most both ends of the gate frames (A) and (A) arranged in the left-right direction are formed on the lower surface side of the scaffold frame. Since they are configured to refract in opposite directions toward each other, the pedestals (1) of these gate frames (A) and (A) do not project outward in the folded state,
Therefore, the entire scaffolding device does not exceed its installation bottom width, so construction in a limited space can be performed smoothly and reliably, and removal work can be performed easily without any hindrance. is there.
このように、本発明の足場装置によれば、前記ボイラ室
のような制限された空間内で簡単に組立てることがで
き、しかも組立て後、該ボイラ室の天井側に設置されて
いる巻上げ装置等を利用することで、極めて容易且つ迅
速に立体的に構築することができ、又、その逆の要領で
簡単に折畳んで解体することができるという従来にない
優れた効果を奏するものとなった。Thus, according to the scaffolding device of the present invention, it is possible to easily assemble in a limited space such as the boiler chamber, and further, after assembly, a hoisting device or the like installed on the ceiling side of the boiler chamber. By using, it is possible to construct a three-dimensional structure extremely easily and quickly, and it is possible to easily fold and disassemble in the opposite way, and it has an unprecedented excellent effect. .
第1図〜第5図は本発明に係る門形枠を示しており、第
1図は側面図、第2図は正面図、第3図は脚柱連結用ジ
ョイントの接続状態を示す一部切欠拡大正面図、第4図
は中間ジョイントの拡大正面図、第5図は水平支持杆を
分解して示す要部斜視図、第6図は本発明に係る吊足場
装置を概略的に示す正面図、第7図は要部拡大斜視図、
第8図は足場板の一例を示す拡大平面図、第9図は門形
枠の変形例を示す側面図である。 (1)……脚柱、(1a)……上側脚柱部材、(1b)……
下側脚柱部材、(2)……中間ジョイント、(4)……
足場板架設用水平支持杆、(5)……脚柱連結用ジョイ
ント、(8)……屈曲枢支点、(16)……梯子状枠体、
(A)……門形枠、(B)……足場板、(x)……水平
距離、(y)……垂直距離。1 to 5 show a gate frame according to the present invention. FIG. 1 is a side view, FIG. 2 is a front view, and FIG. 3 is a part showing a connection state of a pedestal joint. Notched enlarged front view, FIG. 4 is an enlarged front view of the intermediate joint, FIG. 5 is a perspective view of essential parts showing the horizontal support rod in an exploded manner, and FIG. 6 is a front view schematically showing a suspension scaffolding device according to the present invention. Figures and 7 are enlarged perspective views of essential parts,
FIG. 8 is an enlarged plan view showing an example of the scaffold plate, and FIG. 9 is a side view showing a modified example of the portal frame. (1) …… Pedicle, (1a) …… Upper pedestal member, (1b) ……
Lower pedestal member, (2) …… Intermediate joint, (4) ……
Horizontal support rods for erection of scaffolding plates, (5) …… Joints for connecting pillars, (8) …… Bending pivot fulcrums, (16) …… Ladder frame,
(A) ... Gate frame, (B) ... scaffolding board, (x) ... horizontal distance, (y) ... vertical distance.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 村上 肇一 大阪府大阪市北区中津4丁目4番11号 明 興金属工業株式会社内 (56)参考文献 実願昭62−59769号(実開昭63−167542 号)の願書に添付した明細書及び図面の内 容を撮影したマイクロフィルム(JP, U) 実願昭59−65945号(実開昭60−177248 号)の願書に添付した明細書及び図面の内 容を撮影したマイクロフィルム(JP, U) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor, Hajime Hajime, 4-4-11 Nakatsu, Kita-ku, Osaka City, Osaka Prefecture Meiko Kogyo Kogyo Co., Ltd. (56) References: Japanese Patent Application No. 62-59769 Specification attached to the application of Sho 63-167542) and the description attached to the application of microfilm (JP, U) Jpn. Application No. 59-65945 (Jun. Sho 60-177248), in which the contents of the drawings are photographed. A micro film (JP, U) of the contents of the calligraphy and drawings
Claims (2)
ントピン(6b)と該ジョイントピン(6b)が嵌合可能な
ピン嵌合孔(6a)を夫々設けている脚柱(1)を長さ方
向に二分割してその分割部の対向端部に上記同様に互い
に嵌合可能なジョイントピン(6b)とピン嵌合孔(6a)
を夫々設けると共に該対向端部に一側方に向かってジョ
イントブラケット(7a)(7b)を夫々固着し、これらの
ジョイントブラケット(7a)(7b)の先端部同士を枢支
軸(8)により枢着して該枢支軸(8)を中心として折
れ曲がり可能に連結し、この脚柱(1)(1)を前後に
一定間隔を存して対設すると共にその上端部間を足場板
架設用水平支持杆(4)により一体的に連結して門形枠
(A)を形成し、この門形枠(A)を多数枠、左右上下
に配して左右に隣接する門形枠(A)(A)においては
水平支持杆(4)(4)間に足場板(B)を架設するこ
とにより連結し、上下に隣接する門形枠(A)(A)に
おいては、上下に対向する脚柱(1)(1)の上下端部
に上記分割部に固着したジョイントブラケット(7a)
(7b)の反対側に向かってジョイントブラケット(7a)
(7b)を突設し、これらのジョントブラケット(7a)
(7b)の先端部同士を枢支軸(8)により枢着して該枢
支軸(8)を中心として上下分割部とは反対向けに折れ
曲がり可能に連結し、さらに、左右方向に配設した門形
枠(A)(A)において最も両側端に配設された門形枠
(A)(A)の脚柱(1)の分割部を足場枠の下面側に
向かう互いに相反する方向に屈折させるように構成して
なることを特徴とする足場装置。1. A pedestal (1) having joint pins (6b) projecting upward at upper and lower ends and pin fitting holes (6a) into which the joint pins (6b) can be fitted, respectively. A joint pin (6b) and a pin fitting hole (6a) that are divided into two parts in the length direction and can be fitted to each other at opposite ends of the divided part in the same manner as above.
And the joint brackets (7a) and (7b) are fixed to the opposite ends toward one side, respectively, and the tips of these joint brackets (7a) and (7b) are connected to each other by a pivot shaft (8). Pivotally connected to each other so as to be bendable around the pivot shaft (8), the pedestals (1) and (1) are installed to face each other at regular intervals in the front and back, and a scaffold plate is installed between upper ends of the stanchions (1) and (1). The horizontal support rods (4) are integrally connected to form a portal frame (A), and a large number of the portal frames (A) are arranged vertically and horizontally, and the portal frames (A) that are adjacent to each other on the left and right sides. ) (A), the scaffold plate (B) is connected between the horizontal support rods (4) and (4) so that the scaffold plates (B) are vertically connected to each other in the vertically adjacent gate frames (A) and (A). Joint brackets (7a) fixed to the above divided parts at the upper and lower ends of the pedestal (1) (1)
Joint bracket (7a) facing away from (7b)
(7b) protruding, these johnt brackets (7a)
The tips of (7b) are pivotally attached to each other by a pivot shaft (8), and are bendably connected to each other about the pivot shaft (8) in the direction opposite to the upper and lower split parts, and further arranged in the left-right direction. The divided sections of the pedestal (1) of the gate frames (A) and (A) arranged at the outermost ends of the gate frames (A) and (A) are arranged in opposite directions toward the lower surface side of the scaffold frame. A scaffolding device characterized by being configured to be refracted.
(1)(1)間を連結した枢支軸(8)間の水平距離
(x)と少なくとも同一以上の垂直距離(y)を隔てて
該枢支軸(8)よりも上方に配設されている請求項記
載の組立足場。2. The horizontal support tube (4) has a vertical distance (x) which is at least equal to or more than the horizontal distance (x) between the pivots (8) connecting the axis of the horizontal support tube (4) with the upper and lower pedestals (1) (1). Assembly scaffolding according to claim 1, wherein the scaffolding is arranged above the pivot shaft (8) at a distance y).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13311690A JPH07119519B2 (en) | 1990-05-22 | 1990-05-22 | Scaffolding equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13311690A JPH07119519B2 (en) | 1990-05-22 | 1990-05-22 | Scaffolding equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0427069A JPH0427069A (en) | 1992-01-30 |
| JPH07119519B2 true JPH07119519B2 (en) | 1995-12-20 |
Family
ID=15097174
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13311690A Expired - Lifetime JPH07119519B2 (en) | 1990-05-22 | 1990-05-22 | Scaffolding equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07119519B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100821668B1 (en) * | 2006-02-22 | 2008-04-11 | 윤여성 | Folding scaffolding |
| WO2012160194A1 (en) * | 2011-05-25 | 2012-11-29 | Ui Property Limited | A boiler scaffold system |
| FR3124814B1 (en) * | 2021-07-05 | 2024-06-21 | Matthieu Humbersot | Scaffolding and use of scaffolding |
-
1990
- 1990-05-22 JP JP13311690A patent/JPH07119519B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0427069A (en) | 1992-01-30 |
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