JP2005273365A - Preceding handrail of prefabricated scaffolding - Google Patents

Preceding handrail of prefabricated scaffolding Download PDF

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Publication number
JP2005273365A
JP2005273365A JP2004091063A JP2004091063A JP2005273365A JP 2005273365 A JP2005273365 A JP 2005273365A JP 2004091063 A JP2004091063 A JP 2004091063A JP 2004091063 A JP2004091063 A JP 2004091063A JP 2005273365 A JP2005273365 A JP 2005273365A
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handrail
frame
column
locking hook
pillar
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Japanese (ja)
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Yoshiyuki Kamikawa
義幸 神川
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Nikko Co Ltd
Nikko KK
Nikko Sec Co Ltd
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Nikko Co Ltd
Nikko KK
Nikko Sec Co Ltd
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Priority to JP2004091063A priority Critical patent/JP2005273365A/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
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/14Railings
    • E04G5/147Railings specially adapted for mounting prior to the mounting of the platform

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Steps, Ramps, And Handrails (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a preceding handrail which has excellent moving operation of a handrail post to an upstairs floor of a prefabricated scaffolding and is easily handled. <P>SOLUTION: The preceding handrail 1 comprises a plurality of handrail posts 8 which are removably fixed to posts 3 of standards 2; and extensible cross bars 9 which are installed between the respective handrail posts 8. The handrail post 8 is provided with an engaging hook 10 which holds the post 3 of the standard 2 and engages with a horizontal member 5 of the post 2. The engaging hook 10 is pivotably moved downwardly and has a spring which enables the pivotaly moved engaging hook 10 to return to an original position. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、土木、建築などの工事分野において、建築物の外壁などにそって設置する枠組足場の先行手摺に関する。   The present invention relates to a handrail for a framework scaffold installed along an outer wall of a building in a construction field such as civil engineering and architecture.

土木、建築の建設工事現場において、枠組足場の建枠を上方向、水平方向に所要数連結して枠組足場を構築して施工しているが、その組み立てや解体では作業員はその最上段の足場の上に乗ってその作業を行っている。   At the construction site of civil engineering and construction, the framework scaffolding is constructed and constructed by connecting the required number of framework scaffolds in the upward and horizontal directions. I work on the scaffold.

ところが、最上段の足場には、その周囲に安全のための柱や手摺が無いことがあり、作業に恐怖感を憶えたり、転落などの危険性があった。そこで、その危険性を回避して安全に作業を行うことができるように、枠組足場の組み立て、或いは解体作業時においても、最上段の足場の周囲に常に手摺を先行させて設置することができる先行手摺が種々提案されている。   However, the uppermost scaffold may not have safety pillars and handrails around it, and there is a danger of terrifying the work and falling. Therefore, a handrail can always be installed around the uppermost scaffold so that the danger can be avoided and the work can be performed safely, even during the assembly or disassembly work of the frame scaffold. Various leading handrails have been proposed.

例えば、特許文献1には、図8に示すように、建枠102の脚柱103に着脱自在に固定できる複数の手摺柱104と、これら各手摺柱104を連結する、径の異なるパイプを伸縮自在に嵌挿させてなる伸縮手摺105と、から構成された枠組足場の先行手摺101が示されている。この先行手摺101によれば、枠組足場を組み立てていく際に、一本の手摺柱104を上段の足場側へ移動させると、それに応じてその両側に連結された伸縮手摺105が伸長するため、常に各手摺柱104が伸縮手摺105にて連結された状態を保つことができ、全長に渡って切れ目のない手摺が形成されて安全性が高い上に移動操作も簡便である。
特開2001−288883号
For example, in Patent Document 1, as shown in FIG. 8, a plurality of handrail pillars 104 that can be detachably fixed to the leg pillars 103 of the building frame 102, and pipes with different diameters that connect these handrail pillars 104 are expanded and contracted. A telescopic handrail 105 which is freely inserted and inserted, and a preceding handrail 101 of a frame scaffolding composed of a telescoping handrail are shown. According to the preceding handrail 101, when assembling the frame scaffolding, if one handrail column 104 is moved to the upper stage scaffolding side, the telescopic handrail 105 connected to both sides of the handrail pillar 104 extends accordingly, Each handrail column 104 can always be kept connected by the telescopic handrail 105, a handrail without a break is formed over the entire length, and safety is high and a moving operation is also simple.
JP 2001-288883 A

しかしながら、上記の先行手摺101では、手摺柱104を建枠102の脚柱103に沿わせた状態で上昇させていくと、建枠102の横架材106に係止させるための固定部材107が上位側の横架材106に当たって邪魔となるため、実際に移動させる場合には、一旦、手摺柱104を建枠102の脚柱103の側方へずらして取り外し、このずらした状態のままで上段の足場側へ移動させた後、再び脚柱103側に沿わせて取り付けるといった一連の操作が必要であり多少複雑で面倒である。   However, in the preceding handrail 101, when the handrail pillar 104 is lifted along the leg pillar 103 of the building frame 102, the fixing member 107 for locking to the horizontal member 106 of the building frame 102 is provided. Since it hits the horizontal member 106 on the upper side and gets in the way, when it is actually moved, the handrail column 104 is temporarily shifted to the side of the leg column 103 of the building frame 102, and the upper stage is left in this shifted state. After moving to the scaffold side, a series of operations such as attaching along the pedestal 103 again is necessary, which is somewhat complicated and troublesome.

本発明は上記の点に鑑み、手摺柱の枠組足場上段への移動操作性に優れて扱いやすい先行手摺を提供することを課題とする。   In view of the above points, an object of the present invention is to provide a handrail that is easy to handle and has excellent operability to move the handrail column to the upper stage of the framework scaffold.

本発明は、上記の課題を解決するために、請求項1記載の枠組足場の先行手摺にあっては、建枠を上方向並びに水平方向に所望数配置して組み上げる枠組足場に設置する枠組足場の先行手摺であって、建枠の脚柱に着脱自在に固定可能な複数の手摺柱と、各手摺柱間に架設する伸縮式の横棧とからなり、前記手摺柱には建枠の脚柱を抱持し、かつ建枠の横架材へ係止する係止フックを備え、該係止フックは下方向へ回動可能なように基端部を軸支していると共に、下方向へ回動した係止フックを元の位置へ復帰させるバネなどの付勢手段を備えたことを特徴としている。   In order to solve the above-mentioned problems, the present invention provides a frame scaffolding in which the desired number of building frames are arranged in the upward and horizontal directions and assembled on the frame scaffolding according to claim 1 A plurality of handrail pillars that can be detachably fixed to the leg pillars of the building frame, and an extendable recumbent bridge erected between the handrail pillars. A locking hook that holds the pillar and locks to the horizontal frame of the building frame is provided, and the locking hook pivotally supports the base end portion so that it can be rotated downward, and the downward direction. An urging means such as a spring for returning the locking hook rotated to the original position is provided.

また、請求項2記載の枠組足場の先行手摺にあっては、前記手摺柱の両側部には手摺柱を移動操作させる際に掴む操作ハンドルを備えたことを特徴としている。   Further, the preceding handrail of the frame scaffold according to claim 2 is characterized in that an operating handle that is gripped when the handrail column is moved is provided on both sides of the handrail column.

また、請求項3記載の枠組足場の先行手摺にあっては、前記横棧は、屈曲自在にリンク接続して手摺柱間に連結したことを特徴としている。   Further, in the preceding handrail of the framework scaffold according to claim 3, the recumbent is characterized in that it is connected in a flexible manner and connected between handrail columns.

本発明に係る請求項1記載の枠組足場の先行手摺によれば、建枠を上方向並びに水平方向に所望数配置して組み上げる枠組足場に設置する枠組足場の先行手摺であって、建枠の脚柱に着脱自在に固定可能な複数の手摺柱と、各手摺柱間に架設する伸縮式の横棧とからなり、前記手摺柱には建枠の脚柱を抱持し、かつ建枠の横架材へ係止する係止フックを備え、該係止フックは下方向へ回動可能なように基端部を軸支していると共に、下方向へ回動した係止フックを元の位置へ復帰させるバネなどの付勢手段を備えたので、手摺柱を建枠の脚柱に沿わせた状態のまま枠組足場上段側へ移動させることができ、移動操作が非常にシンプルで扱いやすい上、常に各手摺柱が横棧にて連結された状態を保つことができ、全長に渡って切れ目のない手摺が形成されて安全性が高い上に移動操作も簡便である。   According to the preceding handrail of the frame scaffold according to claim 1 according to the present invention, it is the preceding handrail of the frame scaffold installed on the frame scaffold to be assembled by arranging a desired number of building frames in the upward and horizontal directions, It consists of a plurality of handrail columns that can be detachably fixed to the pedestal pillars, and an extendable recumbent bridge constructed between each handrail pillar. The handrail pillars hold the leg pillars of the building frame, and the building frame A locking hook that locks to the horizontal member is provided, and the locking hook pivotally supports the base end portion so that it can be rotated downward, and the locking hook that is rotated downward is the original. Because it has a biasing means such as a spring to return it to the position, the handrail column can be moved to the upper stage of the frame scaffolding while keeping the handrail column along the leg of the building frame, and the movement operation is very simple and easy to handle On top of each other, it is possible to keep the handrail pillars connected to each other at the side, and the handrails are unbroken throughout the entire length. Move operation on the safety is high is formed is simple.

また、請求項2記載の枠組足場の先行手摺によれば、前記手摺柱の両側部には手摺柱を移動操作させる際に掴む操作ハンドルを備えたので、手摺柱の移動操作性が良く、更に扱いやすくて好適である。   Further, according to the preceding handrail of the framework scaffold according to claim 2, since the operation handle that is gripped when the handrail column is moved and operated on both sides of the handrail column, the handrail column movement operability is good. Easy to handle and suitable.

また、請求項3記載の枠組足場の先行手摺によれば、前記横棧は、屈曲自在にリンク接続して手摺柱間に連結したので、作業中や運搬中に横棧へ衝撃などが加わることによって横棧に多少歪みが生じたとしても手摺柱間の距離調整機能が低下してしまうようなおそれは小さく、操作性を良好に維持できて好適である。   Further, according to the preceding handrail of the frame scaffolding according to claim 3, since the recumbent link is flexibly linked and connected between the handrail pillars, an impact or the like is applied to the recumbent during work or transportation. Even if some distortion occurs in the recumbent beam, there is little risk that the function of adjusting the distance between the handrail columns will be reduced, which is preferable because the operability can be maintained well.

本発明に係わる請求項1記載の枠組足場の先行手摺は、建枠の脚柱に着脱自在に固定可能な複数の手摺柱と、各手摺柱間に架設する伸縮式の横棧とからなる。また、前記手摺柱には建枠の脚柱を抱持し、かつ建枠の横架材へ係止する係止フックを備え、該係止フックは下方向へ回動可能なように基端部を軸支していると共に、下方向へ回動した係止フックを元の位置へ復帰させるバネを備える。そして、各手摺柱の係止フックにて各建枠の脚柱を抱持させながら横架材へ係止させて手摺柱を固定させると、各建枠の脚柱間に横棧が水平に保持され、作業者の安全が確保される。   The preceding handrail of the frame scaffold according to the first aspect of the present invention includes a plurality of handrail columns that can be detachably fixed to the leg columns of the building frame, and an extendable recumbent bridge constructed between the handrail columns. Further, the handrail pillar is provided with a locking hook that holds the leg of the building frame and is locked to the horizontal member of the building frame, and the locking hook is pivotable downward. And a spring for returning the locking hook rotated downward to its original position. Then, when holding the pillars of each building frame with the locking hooks of each handrail pillar and locking them to the horizontal member to fix the handrail pillars, the horizontal rails are horizontal between the pillars of each building frame. The safety of workers is ensured.

そして、更に上段へ枠組足場を組み上げるときには、手摺柱の固定を解除した後、作業者はこの手摺柱を両手で持ち、係止フックにて脚柱を抱持させたままの状態で手摺柱を脚柱に沿わせながら上段側の建枠へ押し上げるように移動させていく。このとき、係止フックの先端上部が上段側の建枠の横架材などに当接するが、係止フックはその基端部を中心に下方向へ回動して回避する構造としているため、手摺柱を脚柱から取り外して横へずらすような操作も必要なく脚柱に沿わせたままで移動させることができる。そして、係止フックが横架材位置を通り過ぎると、係止フックはバネによって元の係止可能な位置へ自動的に復帰し、そのまま手摺柱を下方へ下ろすと係止フックが横架材へと係止され、手摺柱は上段側の建枠に固定される。また、手摺柱を移動させる際、隣接する手摺柱との距離が変化するが、それに応じて横棧が自動的に伸縮動作する。そのため、いちいち横棧を取り外すことなく手摺柱を移動させることができ、常に各手摺柱が横棧にて連結された状態を保てて安全性が高い上に移動操作も簡便である。   Then, when assembling the frame scaffold to the upper stage, after releasing the handrail pillar, the operator holds the handrail pillar with both hands and holds the handrail pillar while holding the leg pillar with the locking hook. Move along the pedestal to push it up to the upper frame. At this time, the top end of the locking hook comes into contact with the horizontal member of the upper building frame, etc., but the locking hook has a structure that avoids by rotating downward about its base end, There is no need to remove the handrail column from the pedestal and move it sideways, and it can be moved along the pedestal. When the locking hook passes the horizontal member position, the locking hook automatically returns to the original lockable position by the spring, and when the handrail column is lowered as it is, the locking hook becomes the horizontal member. And the handrail pillar is fixed to the upper frame. Further, when the handrail pillar is moved, the distance from the adjacent handrail pillar changes, and accordingly, the recumbent automatically expands and contracts. Therefore, it is possible to move the handrail pillars without removing the recumbent one by one, and it is possible to keep the state that the handrail pillars are always connected with recumbent, and the safety operation is high and the moving operation is also simple.

このように、枠組足場を組み上げていく場合に、手摺柱を建枠の脚柱に沿わせた状態のまま枠組足場上段側へ移動させても、係止フックが自動的に横架材などを回避すると共に、横架材位置を通り過ぎれば自動復帰するため、手摺柱を脚柱から一旦ずらして取り外すような面倒な操作は必要なく、また各手摺柱を連結する横棧も手摺柱間の距離に応じて自動的に伸縮動作するため、これもいちいち取り外すような必要もなく、移動操作がシンプルで扱いやすく高所作業に適している。また、移動の最中に何かの拍子で手を滑らせたとしても、係止フックは常に建枠の脚柱を抱持した状態であるため、係止フックが間近の建枠の横架材などに引っ掛かることが期待でき、安全面においても好適である。   In this way, when assembling the frame scaffolding, even if the handrail column is moved along the leg of the building frame and moved to the upper stage of the frame scaffolding, the locking hook automatically attaches the horizontal member, etc. In addition to avoiding it, it automatically recovers after passing the horizontal member position, so there is no need for troublesome operations such as shifting the handrail column from the pedestal once and removing it. Since it automatically expands and contracts according to the distance, there is no need to remove it one by one, and the moving operation is simple, easy to handle, and suitable for high-altitude work. In addition, even if you slide your hand at any time during the movement, the locking hook is always in the state of holding the pedestal of the building frame. It can be expected to be caught by a material or the like, which is also preferable in terms of safety.

また、請求項2記載の枠組足場の先行手摺は、手摺柱の両側部に移動操作時に掴むための操作ハンドルを備えている。そして、枠組足場を組み上げる場合には、作業者は必ずしも持ち上げやすいとは言えない手摺柱本体を直接持つことなく、持ち上げ操作のし易い操作ハンドルを両手でしっかり掴んで手摺柱を移動させることができ、操作性が良くて扱いやすく好適である。   Further, the preceding handrail of the frame scaffold according to claim 2 is provided with an operation handle for gripping at the time of the moving operation on both sides of the handrail pillar. And when assembling the frame scaffold, the operator can move the handrail pillar by firmly holding the operation handle that is easy to lift with both hands, without directly holding the handrail pillar body which is not always easy to lift. It has good operability and is easy to handle.

また、請求項3記載の枠組足場の先行手摺は、横棧を屈曲自在にリンク接続して手摺柱間に連結している。そして、この先行手摺を運搬する際、或いは枠組足場に取り付けて作業する際などに、先行手摺の横棧へ強い衝撃などが加わると横棧に歪みが生じる場合があるが、リンク機構という構造上、横棧に多少歪みが生じたとしても伸縮機能、即ち手摺柱間の距離調整機能が低下してしまうようなおそれは小さく、過酷な使用条件でもいつまでも操作性を良好に維持できて好適である。   Further, the preceding handrail of the framework scaffold according to claim 3 is connected between the handrail pillars by link-connecting the reeds to bend freely. And when carrying this leading handrail or when working on the frame scaffolding, if there is a strong impact on the recumbent side of the leading handrail, distortion may occur in the reed. Even if there is some distortion in the recumbent arm, there is little risk that the expansion / contraction function, that is, the function of adjusting the distance between the handrail pillars will be reduced, and this is preferable because the operability can be maintained well even under severe use conditions.

以下、本発明の実施例を図面に基づいて説明する。   Embodiments of the present invention will be described below with reference to the drawings.

図中の1は建築現場などの周囲に設置される枠組足場であって、複数の建枠2を平行に立設し、各建枠2の脚柱3間に筋交い4を、横架材5間に足場板6をそれぞれ架設して組み上げている。7は枠組足場1に取り付けられる本発明の枠組足場の先行手摺であって、建枠2の脚柱3に着脱自在に固定可能な複数の手摺柱8と、これら各手摺柱8間に架設する伸縮式の横棧9とからなる。   Reference numeral 1 in the figure denotes a frame scaffold installed around a building site or the like. A plurality of building frames 2 are erected in parallel, and braces 4 are provided between the pillars 3 of each building frame 2, and horizontal members 5. The scaffolding plates 6 are erected between each other. Reference numeral 7 denotes a handrail of the frame scaffold according to the present invention that is attached to the frame scaffold 1, and is constructed between a plurality of handrail columns 8 that can be detachably fixed to the leg columns 3 of the building frame 2, and between these handrail columns 8. It consists of a telescopic type reed 9.

前記手摺柱8は角柱状の柱材であって、その中間部側方に建枠2の横架材5へ係止させて支持固定するための係止フック10を備えていると共に、その下位には建枠2の脚柱3を握持して手摺柱8がぐらつかないように固定する固定クランプ11を備えている。また、手摺柱8の両側部には手摺柱8を移動操作させる際に作業者が掴む枠状の操作ハンドル12を備えている。   The handrail pillar 8 is a prism-like pillar material, and is provided with a locking hook 10 for locking and supporting and fixing to the horizontal member 5 of the building frame 2 on the side of the middle part thereof. Is provided with a fixing clamp 11 for holding the leg column 3 of the building frame 2 and fixing it so that the handrail column 8 does not wobble. Further, on both sides of the handrail column 8, there are provided frame-shaped operation handles 12 that are grasped by an operator when the handrail column 8 is moved.

前記係止フック10は、図5に示すように、その途中を折曲加工しており、その先端部10aから中間部10bによって建枠2の脚柱3を避けつつ脚柱3を抱持可能な構造としている。また、係止フック10は、図5(a)の二点差線で示すように、下方向へ回動可能なようにその基端部10cを、手摺柱8に固着した取り付け金具13にピン14にて軸支していると共に、下方向へ回動した係止フック10を元の係止可能な位置へ復帰させる付勢手段であるバネ15を備えている。16は係止フック10の回動を規制するためのストッパーであって、係止フック10が係止位置よりも上方向へ回動してフックが外れてしまわないように図っている。   As shown in FIG. 5, the locking hook 10 is bent in the middle, and can hold the pedestal 3 while avoiding the pedestal 3 of the building frame 2 from the tip portion 10 a to the intermediate portion 10 b. It has a simple structure. Further, as shown by a two-dot chain line in FIG. 5A, the locking hook 10 has a pin 14 attached to a mounting bracket 13 fixed to the handrail column 8 so that the base end portion 10c can be rotated downward. And a spring 15 as a biasing means for returning the locking hook 10 rotated downward to the original locking position. Reference numeral 16 denotes a stopper for restricting the rotation of the locking hook 10 so as to prevent the locking hook 10 from rotating upward from the locking position and coming off the hook.

前記固定クランプ11は、図6に示すように、略U字形状の固定金具17と、該固定金具17に穿設した透孔18へ挿脱自在に備えたくさび19とからなるものであり、固定金具17にて建枠2の脚柱3を握持した後、透孔18へくさび19を打ち込むことで抜け止めを行って固定するようにしている。   As shown in FIG. 6, the fixing clamp 11 includes a substantially U-shaped fixing bracket 17 and a wedge 19 provided so as to be freely inserted into and removed from a through hole 18 formed in the fixing bracket 17. After holding the pedestal 3 of the building frame 2 with the fixing bracket 17, a wedge 19 is driven into the through-hole 18 to prevent it from coming off and fix it.

また、手摺柱8の中間部には上下に間隔をおいて二つの支持片20を固着しており、各支持片20にはそれぞれ左右一対にリンク材21を回動自在に軸着している。前記リンク材21は、リンク材本体22とその先端部に固着した取付片23とから形成している。また、24、24´、及び25、25´は起立状態のリンク材本体22を前後面より挟持して支持する支持板であり、手摺柱8の正面側に支持板24、25を、手摺柱8の裏面側に支持板24´、25´をそれぞれ固着している。なお、前記支持板24´、25´、及び手摺柱8下端部に備えたハンドル固定板26の裏面側に、前記操作ハンドル12の端部を固着して固定している。   In addition, two support pieces 20 are fixed to the middle part of the handrail column 8 with a space in the vertical direction, and a link member 21 is pivotally attached to each support piece 20 in a pair of left and right. . The link material 21 is formed of a link material main body 22 and an attachment piece 23 fixed to the tip portion thereof. Reference numerals 24, 24 ′ and 25, 25 ′ are support plates that sandwich and support the standing link material main body 22 from the front and rear surfaces, and support plates 24, 25 are provided on the front side of the handrail column 8. Support plates 24 ′ and 25 ′ are respectively fixed to the back surface side of 8. The end of the operation handle 12 is fixed and fixed to the back side of the handle fixing plate 26 provided at the lower ends of the support plates 24 ′ and 25 ′ and the handrail column 8.

そして、リンク材21を起立状態にしたときには、支持板24、24´間、及び支持板25、25´間にリンク材本体22が嵌り込んで起立状態が保持されるようにしている一方、リンク材21先端部を手摺柱8より離間する方向に回動して傾倒させたときには、図3に示すように、リンク材本体下端部22aが手摺柱8の側面に当接し、略水平の状態で保持されるようにしている。したがって、各リンク材21の回動範囲は、何れも垂直の起立状態から略水平位置の傾倒状態となるまでの範囲に規制されることとなる。   When the link member 21 is in the standing state, the link member body 22 is fitted between the support plates 24 and 24 'and between the support plates 25 and 25' so that the standing state is maintained. When the tip of the material 21 is rotated and tilted away from the handrail column 8, as shown in FIG. 3, the link material main body lower end 22a abuts the side surface of the handrail column 8 and is in a substantially horizontal state. It is to be retained. Accordingly, the rotation range of each link member 21 is restricted to a range from a vertical standing state to a tilted state of a substantially horizontal position.

また、リンク材21先端部の取付片23には横棧9の一端部を回動自在に軸支していると共に、この横棧9の他端部を隣接するリンク材21先端部の取付片23へ同様に回動自在に軸支しており、手摺柱8間には上下二段に横棧9が架設される構成としている。また、これら上下二段の横棧9の中間部同士を中間リンク材27にてリンク接続し、二段に架設した各横棧9の傾斜角度を同調させるように図っている。   In addition, one end of the reed 9 is pivotally supported on the attachment piece 23 at the end of the link member 21 and the other end of the reed 9 is attached at the end of the adjacent link member 21. In the same manner, it is pivotally supported on the rail 23, and between the handrail pillars 8, a horizontal bar 9 is installed in two upper and lower stages. Further, the intermediate portions of these two upper and lower horizontal rails 9 are linked together by an intermediate link member 27 so that the inclination angles of the horizontal rails 9 installed in two levels are synchronized.

また、前記取付片23には、図3に示すように、横棧9の回動範囲を規制する回動規制材28、29を設けており、横棧9の先端部が回動規制材28、29に当接することにより、横棧9の回動範囲はリンク材本体22長手方向に対して常に約90°〜135°の範囲内に規制されるようにしている。このようにすることで、手摺柱8を枠組足場1の上段側へ移動させる際に、リンク材21の回動と、横棧9とリンク材21間の屈伸とがスムーズに行われるように図っている。   Further, as shown in FIG. 3, the mounting piece 23 is provided with rotation restricting members 28 and 29 for restricting the turning range of the recumbent rod 9, and the leading end portion of the recumbent rod 9 is the rotation restricting member 28. , 29, the range of rotation of the horizontal bar 9 is always restricted within the range of about 90 ° to 135 ° with respect to the longitudinal direction of the link body 22. By doing in this way, when moving the handrail pillar 8 to the upper stage side of the frame scaffold 1, the link material 21 is rotated and the bending between the reed 9 and the link material 21 is smoothly performed. ing.

なお、本実施例では、横棧9として屈曲自在にリンク接続して手摺柱8間に連結したものを採用しているが、特にこれに限定するものではなく、径の異なる二本のパイプを嵌挿させて伸縮自在としたものでも勿論良いが、これだと作業中や運搬中に横棧9に強い衝撃などが加わることによって横棧9に歪みが生じた場合には、直ちに各パイプ同士が引っ掛かってしまって伸縮が困難となり、その結果、手摺柱8間の距離調整機能が低下してしまうおそれがある。これに対し、本実施例のようにリンク接続によって伸縮自在としたものであれば、横棧9に多少歪みが生じたとしても、リンク機構という構造上、伸縮機能、即ち手摺柱8間の距離調整機能が低下してしまうといったおそれは小さく、過酷な使用条件下でも長期に渡って安定した扱いやすさを保てて好適である。また、リンク材21は手摺柱8に二本ずつ形成したが、一本ずつでも良く、また、隣接する手摺柱8の片方のみにリンク材21を取り付け、横棧9の一端を前記リンク材21に軸着すると共に、横桟9の他端を他方の手摺柱に直接軸着するようにしても良いなどの種々の変形も可能である。   In the present embodiment, the horizontal rod 9 is flexibly linked and connected between the handrail pillars 8. However, the present invention is not limited to this, and two pipes having different diameters are used. Of course, it is possible to make it extendable by being inserted, but in this case, if the horizontal rail 9 is distorted due to a strong impact applied to the horizontal rail 9 during work or transportation, each pipe is immediately May be caught and become difficult to expand and contract, and as a result, the function of adjusting the distance between the handrail pillars 8 may be deteriorated. On the other hand, if it can be expanded and contracted by link connection as in the present embodiment, even if some distortion occurs in the reed 9, the structure of the link mechanism, the expansion function, that is, the distance between the handrail pillars 8 There is little risk that the adjustment function will be lowered, and it is preferable to maintain stable handling for a long time even under severe use conditions. In addition, although two link members 21 are formed on the handrail pillar 8, one link member 21 may be provided, and the link member 21 is attached to only one of the adjacent handrail pillars 8, and one end of the reed 9 is connected to the link member 21. Various modifications are possible such that the other end of the horizontal rail 9 may be directly attached to the other handrail post.

しかして、枠組足場1を上方へ組み上げていく場合には、先ず最下段の各建枠2の脚柱3上端側から脚柱3に沿わせて手摺柱8を下ろしていき、係止フック10にて脚柱3を抱持させながら係止フック10を建枠2の横架材5へ係止させて手摺柱8を固定する。そして、これら各手摺柱8に一端を軸着したリンク材21、及び横棧9をリンク接続し、作業安全用の柵を形成する。   Therefore, when the frame scaffold 1 is assembled upward, the handrail pillar 8 is first lowered along the leg pillar 3 from the upper end side of the leg pillar 3 of each lowermost building frame 2, and the locking hook 10. While holding the pedestal 3, the locking hook 10 is locked to the horizontal member 5 of the building frame 2 to fix the handrail column 8. Then, the link material 21 having one end pivotally attached to each handrail column 8 and the horizontal bar 9 are linked to form a work safety fence.

次いで、上記最下段の建枠2の上に上段側の建枠2を組み立てた後、前記手摺柱8の操作ハンドル12を持って、図2に示すように、手摺柱8を建枠2の脚柱3に沿わせながら上段側へ押し上げていく。このとき、手摺柱8は移動の最中も係止フック10が脚柱3を抱持し続けているため、もともと操作ハンドル12によって作業者が移動操作しやすく扱いやすい構造としているものの、作業者が何かの拍子で手を滑らせるようなことがあったとしても係止フック10が直下の建枠2の横架材5へ係止されやすく危険は少ない。一方、手摺柱8の上昇に応じてリンク材21が傾倒していくと共に、横棧9は斜めに傾斜していって自動的に長さ調整が行われる。このため、常に横棧9を取り付けたままで手摺柱8を移動させることができて安全性が高い上に、いちいち取り外す必要もなくて移動操作が簡便である。そして、やがて係止フック10が上段側の建枠2の横架材5などに当たることになるが(図7a)、その際は係止フック10先端側が下方向へ回動して自動的に回避されるため(図7b)、手摺柱8はそのまま押し上げることができる。係止フック10が横架材5位置を通過すれば、係止フック10はバネ15によって元の係止可能な位置に直ちに復帰し(図7c)、あとはそのまま手摺柱8を下ろせば係止フック10がその横架材5へ係止され、手摺柱8は支持固定される(図7d)。このため、作業者は終始操作ハンドル12のみを両手でしっかり掴んだ状態で手摺柱8を移動操作することができ、扱いやすい上に安全性も高い。   Next, after assembling the upper building frame 2 on the lowermost building frame 2, hold the operation handle 12 of the handrail column 8 and attach the handrail column 8 to the building frame 2 as shown in FIG. 2. Push along the pedestal 3 and push it up. At this time, since the handrail column 8 continues to hold the leg column 3 while the handrail column 8 is moving, the handlebar 8 is originally structured to be easy for the operator to move and handle by the operation handle 12. However, there is little danger that the locking hook 10 is easily locked to the horizontal member 5 of the building frame 2 directly below even if the hand slides with some time. On the other hand, as the handrail pillar 8 is raised, the link member 21 is tilted, and the reed 9 is inclined obliquely, and the length is automatically adjusted. For this reason, the handrail pillar 8 can be moved with the recumbent rod 9 always attached, and the safety is high, and it is not necessary to remove it one by one, and the moving operation is simple. Then, the locking hook 10 eventually hits the horizontal member 5 of the upper building frame 2 (FIG. 7a). In this case, the front end side of the locking hook 10 is rotated downward to avoid automatically. Therefore, the handrail column 8 can be pushed up as it is (FIG. 7b). If the locking hook 10 passes the horizontal member 5 position, the locking hook 10 is immediately returned to the original locking position by the spring 15 (FIG. 7c), and then the locking pillar 10 is moved down as it is. The hook 10 is locked to the horizontal member 5 and the handrail column 8 is supported and fixed (FIG. 7d). For this reason, the operator can move and operate the handrail column 8 while holding only the operation handle 12 with both hands, and it is easy to handle and high in safety.

続いて、隣接する手摺柱8を上記同様に脚柱3に沿わせながら持ち上げていくと、先程傾倒したリンク材21が上方へと押し上げられて起立状態となると共に、横棧9が再び水平状態となり、その状態で手摺柱8の係止フック10を上段側の建枠2の横架材5へ係止させて手摺柱8を固定する。そして、更にその上段に足場を組み上げていくのであれば、上記と同様の作業を繰り返し行う。また、組み上げを終えるのであれば、各手摺柱8の固定クランプ11の固定金具17にくさび18を打ち込んで手摺柱8がぐらつかないように堅固に固定する。   Subsequently, when the adjacent handrail pillar 8 is lifted along the leg pillar 3 in the same manner as described above, the link member 21 that has been tilted is pushed upward to be in an upright state, and the reed 9 is again in a horizontal state. In this state, the hook 10 of the handrail column 8 is locked to the horizontal member 5 of the upper building frame 2 to fix the handrail column 8. If the scaffold is to be further assembled, the same operation as described above is repeated. When the assembly is finished, the wedge 18 is driven into the fixing bracket 17 of the fixing clamp 11 of each handrail column 8 and firmly fixed so that the handrail column 8 does not wobble.

このように、枠組足場1を組み上げていく場合に、手摺柱8を建枠2の脚柱3に沿わせた状態のまま枠組足場1上段側へ移動させることができるため、手摺柱8を脚柱3からわざわざ一旦ずらして取り外すような面倒な操作が必要なく、また手摺柱8の移動に応じて横棧9が自動的に伸縮動作するため、いちいち横棧9を取り外す必要もなく、移動操作がシンプルで扱いやすい。また、手摺柱8を移動する最中に何かの拍子で手を滑らせたとしても、係止フック10は常に建枠2の脚柱3を抱持した状態であるため、係止フック10が直ぐ下側の建枠2の横架材5などに引っ掛かりやすく、安全性が高くて好適である。また、手摺柱8の周囲に移動操作用の操作ハンドル12を備えているため、両手でしっかり掴んだまま手摺柱8を移動させることができ、移動操作性が良くて扱いやすい上に安全性も高くて好適である。更に、手摺柱8間には屈曲自在にリンク接続した横棧9を連結しているため、作業中や運搬中に横棧9に強い衝撃などが加わることによって横棧9に多少歪みが生じたとしても、リンク機構という構造上、伸縮機能、即ち手摺柱8間の距離調整機能が低下してしまうといったおそれは小さく、扱いやすさを良好に維持できて好適である。   Thus, when the frame scaffold 1 is assembled, the handrail column 8 can be moved to the upper stage side of the frame scaffold 1 with the handrail column 8 along the leg column 3 of the building frame 2. There is no need for troublesome operations such as shifting from the pillar 3 and removing it. Also, the horizontal bar 9 automatically expands and contracts according to the movement of the handrail column 8, so there is no need to remove the horizontal bar 9 every time. Is simple and easy to handle. Further, even if the hand is slid at any time during the movement of the handrail pillar 8, the locking hook 10 is always in the state of holding the leg pillar 3 of the building frame 2. Is easy to be caught on the horizontal member 5 of the building frame 2 immediately below, and is highly safe and suitable. Further, since the operation handle 12 for moving operation is provided around the handrail column 8, the handrail column 8 can be moved while firmly grasping with both hands, and it is easy to handle and easy to handle. High and suitable. In addition, since the horizontal rail 9 that is flexibly linked is connected between the handrail pillars 8, the horizontal rail 9 is slightly distorted due to a strong impact applied to the horizontal rail 9 during work or transportation. However, because of the structure of the link mechanism, there is little risk that the expansion / contraction function, that is, the function of adjusting the distance between the handrail pillars 8 will be reduced, and it is preferable that the ease of handling can be maintained well.

一方、枠組足場1を解体していく場合には、手摺柱8を少し持ち上げて係止フック10の横架材5への係止を解除した後、手で係止フック10先端側を押し下げて回動させて横架材5に当たらないようにして、手摺柱8を脚柱3に沿わせて引き下ろしていく。このとき、手摺柱8の下降に応じて隣接する側の手摺柱8のリンク材21が傾倒していくと共に、横棧9は斜めに傾斜していって自動的に長さ調整が行われる。そして、係止フック10が横架材5位置を通過してから係止フック10から手を離すと、係止フック10はバネ15によって元の係止可能な位置に直ちに復帰し、あとはそのまま手摺柱8を下段側の建枠2の横架材5まで下ろせば係止フック10がその横架材5へ係止され、手摺柱8は支持固定される。   On the other hand, when disassembling the frame scaffold 1, the handrail pillar 8 is slightly lifted to release the locking hook 10 from the horizontal member 5, and then the front end of the locking hook 10 is pushed down by hand. The handrail column 8 is pulled down along the leg column 3 so as not to hit the horizontal member 5 by rotating. At this time, as the handrail column 8 descends, the link material 21 of the handrail column 8 on the adjacent side is tilted, and the reed 9 is tilted and the length is automatically adjusted. Then, when the locking hook 10 passes the horizontal member 5 position and is released from the locking hook 10, the locking hook 10 is immediately returned to the original lockable position by the spring 15, and the rest is left as it is. When the handrail pillar 8 is lowered to the horizontal member 5 of the lower building frame 2, the hook 10 is locked to the horizontal member 5, and the handrail pillar 8 is supported and fixed.

続いて、隣接する手摺柱8を上記同様に脚柱3に沿わせながら引き下ろしていくと、先程傾倒したリンク材21が上方へと押し上げられて起立状態となると共に、横棧9が再び水平状態となり、その状態で手摺柱8の係止フック10を下段側の建枠2の横架材5へ係止させて手摺柱8を固定し、その後、上段に残った建枠2を取り外す。そして、これと同様の作業を繰り返し行い、各手摺柱8を最下段の建枠2まで引き下ろし終われば、各手摺柱8間の横棧9を取り外した後、最後に各手摺柱8を上に引き上げて脚柱3上端側より引き抜く。   Subsequently, when the adjacent handrail pillar 8 is pulled down along the leg pillar 3 in the same manner as described above, the tilted link material 21 is pushed upward to be in an upright state, and the reed 9 is again in a horizontal state. In this state, the locking hook 10 of the handrail pillar 8 is locked to the horizontal member 5 of the lower building frame 2 to fix the handrail pillar 8, and then the building frame 2 remaining on the upper stage is removed. Then, the same operation is repeated, and when each handrail column 8 is pulled down to the lowermost building frame 2, the horizontal rail 9 between each handrail column 8 is removed, and finally each handrail column 8 is moved upward. Pull up and pull out from the upper end side of the pedestal 3.

このように、枠組足場1を解体していく場合にも、横架材5を回避させる間だけ係止フック10を手で回動させれば、手摺柱8を建枠2の脚柱3に沿わせた状態のまま枠組足場1下段側へ移動させることができるため、枠組足場1を組み上げていく場合と同様に、手摺柱8を脚柱3からわざわざ一旦ずらして取り外すような面倒な操作も必要なく、移動操作がシンプルで扱いやすく好適である。   As described above, even when the frame scaffold 1 is dismantled, the handrail column 8 can be moved to the leg column 3 of the building frame 2 by rotating the locking hook 10 by hand only while avoiding the horizontal member 5. Since it can be moved to the lower side of the frame scaffold 1 in the state of being placed, troublesome operations such as once shifting the handrail column 8 from the leg column 3 and removing it like the case of assembling the frame scaffold 1 are also possible. It is not necessary, and the moving operation is simple and easy to handle.

なお、上記実施例では、手摺柱8を引き下ろす場合には、係止フック10と横架材5とが当たるのを回避するのに片手を使って係止フック10を回動させているため、その間は手摺柱8をもう片方の手のみで支持することとなって多少安定度が落ちるが、例えば、係止フック10に回動用のペダルやスイッチなどを備え、それらの操作に応じて係止フック10が回動するようにしておけば、手摺柱8を引き下ろす間も両手で支持することができ、より安全性を高めることが可能となって好ましい。   In the above embodiment, when the handrail column 8 is pulled down, the locking hook 10 is rotated using one hand to avoid the locking hook 10 and the horizontal member 5 from hitting each other. In the meantime, the handrail column 8 is supported only by the other hand, and the stability is somewhat lowered. For example, the locking hook 10 is provided with a rotating pedal, a switch, and the like. If the stop hook 10 is rotated, it can be supported with both hands even while the handrail column 8 is pulled down, which is preferable because safety can be further improved.

本発明に係る先行手摺を枠組足場に設置した状態を示す図である。It is a figure which shows the state which installed the preceding handrail which concerns on this invention in the frame scaffold. 図1の要部拡大図である。It is a principal part enlarged view of FIG. 図1の手摺柱部分の拡大図である。It is an enlarged view of the handrail pillar part of FIG. 建枠の脚柱に固定した状態の手摺柱の、(a)正面図、(b)一部切り欠き側面図、(c)一部切り欠き背面図、(d)平面図である。It is (a) front view, (b) partially cutaway side view, (c) partially cutaway rear view, and (d) plan view of the handrail pillar in a state fixed to the pedestal of the building frame. 係止フックの、(a)正面図、(b)側面図、(c)平面図である。It is (a) front view, (b) side view, and (c) top view of a locking hook. 図2のA−A拡大断面図である。It is an AA expanded sectional view of FIG. 係止フックが建枠の横架材を回避する様子を説明する説明図である。It is explanatory drawing explaining a mode that a latching hook avoids the horizontal member of a building frame. 従来の先行手摺を示す図である。It is a figure which shows the conventional preceding handrail.

符号の説明Explanation of symbols

1…枠組足場 2…建枠
3…脚柱 4…筋交い
5…横架材 6…足場板
7…先行手摺 8…手摺柱
9…横棧 10…係止フック
11…固定クランプ 12…操作ハンドル
15…バネ(付勢手段) 21…リンク材
DESCRIPTION OF SYMBOLS 1 ... Frame scaffold 2 ... Building frame 3 ... Leg pillar 4 ... Bracing 5 ... Horizontal material 6 ... Scaffolding board 7 ... Leading handrail 8 ... Handrail pillar 9 ... Reed 10 ... Locking hook 11 ... Fixed clamp 12 ... Operation handle 15 ... Spring (biasing means) 21 ... Link material

Claims (3)

建枠を上方向並びに水平方向に所望数配置して組み上げる枠組足場に設置する枠組足場の先行手摺であって、建枠の脚柱に着脱自在に固定可能な複数の手摺柱と、各手摺柱間に架設する伸縮式の横棧とからなり、前記手摺柱には建枠の脚柱を抱持し、かつ建枠の横架材へ係止する係止フックを備え、該係止フックは下方向へ回動可能なように基端部を軸支していると共に、下方向へ回動した係止フックを元の位置へ復帰させるバネなどの付勢手段を備えたことを特徴とする枠組足場の先行手摺。   A plurality of handrail pillars that can be detachably fixed to the pedestal of the building frame, each of which is a leading handrail of a frame scaffolding that is installed on a frame scaffolding that is assembled by arranging a desired number of building frames in the upward and horizontal directions. The handrail column includes a locking hook for holding a leg of the building frame and locking to the horizontal frame of the building frame, and the locking hook includes: The base end portion is pivotally supported so as to be pivotable downward, and is provided with biasing means such as a spring for returning the locking hook pivoted downward to its original position. Leading handrail of frame scaffolding. 前記手摺柱の両側部には手摺柱を移動操作させる際に掴む操作ハンドルを備えたことを特徴とする請求項1記載の枠組足場の先行手摺。   The preceding handrail of the frame scaffold according to claim 1, further comprising an operation handle that is gripped when the handrail column is moved and operated on both sides of the handrail column. 前記横棧は、屈曲自在にリンク接続して手摺柱間に連結したことを特徴とする請求項1または2記載の枠組足場の先行手摺。   The preceding handrail of the frame scaffold according to claim 1 or 2, wherein the reed is linked to bendable and connected between handrail columns.
JP2004091063A 2004-03-26 2004-03-26 Preceding handrail of prefabricated scaffolding Pending JP2005273365A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2427433A (en) * 2005-06-21 2006-12-27 Andrew Charles Owens Climbing guardrail protection system for scaffolding towers
GB2447710A (en) * 2007-03-23 2008-09-24 Sgb Services Ltd Improvements in or relating to a scaffold arrangement
FR2969194A1 (en) * 2010-12-21 2012-06-22 Duarib Railing for elevated safe work structure e.g. scaffolding type work structure, used in construction site, has attachment member presenting configuration in which zone is open toward ground to cap top of railing by scale bar

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2427433A (en) * 2005-06-21 2006-12-27 Andrew Charles Owens Climbing guardrail protection system for scaffolding towers
GB2427433B (en) * 2005-06-21 2010-12-01 Andrew Charles Owens Climbing guardrail protection system for scaffolding towers
GB2447710A (en) * 2007-03-23 2008-09-24 Sgb Services Ltd Improvements in or relating to a scaffold arrangement
GB2447710B (en) * 2007-03-23 2011-06-15 Sgb Services Ltd Improvements in or relating to a scaffold arrangement
FR2969194A1 (en) * 2010-12-21 2012-06-22 Duarib Railing for elevated safe work structure e.g. scaffolding type work structure, used in construction site, has attachment member presenting configuration in which zone is open toward ground to cap top of railing by scale bar

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