JPH0736002Y2 - Scaffolding equipment - Google Patents

Scaffolding equipment

Info

Publication number
JPH0736002Y2
JPH0736002Y2 JP1988064238U JP6423888U JPH0736002Y2 JP H0736002 Y2 JPH0736002 Y2 JP H0736002Y2 JP 1988064238 U JP1988064238 U JP 1988064238U JP 6423888 U JP6423888 U JP 6423888U JP H0736002 Y2 JPH0736002 Y2 JP H0736002Y2
Authority
JP
Japan
Prior art keywords
pieces
scaffolding
scaffolding work
bolt
suspension
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
Application number
JP1988064238U
Other languages
Japanese (ja)
Other versions
JPH01170744U (en
Inventor
辰雄 大藤
剛資 荘司
征治 加藤
義建 今村
勝 岡田
数雄 高石
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP1988064238U priority Critical patent/JPH0736002Y2/en
Publication of JPH01170744U publication Critical patent/JPH01170744U/ja
Application granted granted Critical
Publication of JPH0736002Y2 publication Critical patent/JPH0736002Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Movable Scaffolding (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、中層又は高層の建物で鉄骨造(S造)又は鉄
骨鉄筋コンクリート造(SRC造)の建築工事で使用する
吊足場タイプの足場装置に関する。
[Detailed Description of the Invention] [Industrial field of application] The present invention is a scaffolding device of a suspension scaffolding type used in construction work of a steel frame structure (S structure) or a steel frame reinforced concrete structure (SRC structure) in a middle- or high-rise building. Regarding

〔従来の技術〕[Conventional technology]

建物躯体の梁鉄骨などに取付ける外部足場としていわゆ
るスカイハンガーと称せられる吊足場には種々のタイプ
のものがあるが、その多くは第15図に示すように後方の
長目の支柱1,1をボルト等で回動する係止爪を有する取
付金具2梁鉄骨3に固定し、この支柱1,1を支持部材と
してその下部に作業床としての金属製足場板4を取付
け、またこの足場板4の前方から前側支柱5,5を設立
し、さらに前側支柱5,5の上端と前記後方支柱1,1の上部
とを斜部材6,6で連結する吊り篭状のものである。
There are various types of hanging scaffolds called so-called sky hangers as external scaffolds to be attached to beam steel frames of building frames, etc., but most of them have long rear columns 1 and 1 as shown in Fig. 15. It is fixed to a mounting bracket 2 having a locking claw that rotates with bolts and the like, and is fixed to a beam steel frame 3, and a metal scaffolding plate 4 as a working floor is attached to the lower part of the supporting columns 1 and 1 as a supporting member. The front support columns 5, 5 are established from the front of the front support columns 5, 5, and the upper ends of the front support columns 5, 5 and the upper parts of the rear support columns 1, 1 are connected by slanting members 6, 6 to form a hanging basket.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

しかし前記スカイハンガーのごとき吊足場では、他の足
場への移動は必ずこの足場から梁3上へ1度でて他の足
場へ入りなおさなければならない。また、工事の進行で
建物が上方へ伸びて足場を盛替える場合には1個1個取
外して再度セットしなおさなければならず、特に何層分
かを一度に立上げる鉄骨工事では、足場の盛替えは一挙
に多く行われなければならず、非常に面倒なものとな
る。
However, in the case of a suspension scaffold such as the sky hanger, it is necessary to move from one scaffold to another scaffold only once on the beam 3 from the scaffold. Also, when the building extends upward due to the progress of construction work and scaffolding is changed, it is necessary to remove one by one and reset it again, especially in the steel frame construction that raises several layers at once, The reshuffling must be done many times at a time, which is very troublesome.

そこで、前記第15図に示す足場の支柱1,1及び5,5を上下
方向に長いものとし、足場板4を複数段上下方向に間隔
を存して設けることにより連層の足場装置とすることが
考えられる。
Therefore, the pillars 1, 1 and 5, 5 of the scaffold shown in FIG. 15 are made long in the vertical direction, and a plurality of steps of the scaffolding plate 4 are provided at intervals in the vertical direction to form a multi-layered scaffolding device. It is possible.

ただ、このようにした場合、全体が大きなものとなって
不使用時の収納運搬にこまる。支柱1,1、5,5や足場板4
をすべて分解して各部材に分けることは可能であるが、
それでは分解や組立に時間がかかり、また部材管理も面
倒なものとなる。
However, in such a case, the entire size becomes large, and the storage and transportation when not in use is carried out. Posts 1, 1, 5, 5 and scaffolding 4
It is possible to disassemble all of them and divide them into each member,
Then, disassembling and assembling will take time, and member management will be troublesome.

本考案の目的は前記従来例の不都合を解消し、しっかり
と安定した状態で固定でき、鉄筋、型枠、コンクリート
工事を初めとして足場上で各種工事が同時進行で行える
とともに、全体をクレーンで簡単に吊り上げることがで
きるので、セットや取外しも容易で転用を楽に行うこと
ができ、しかも地上でワンタッチで折畳むことによりコ
ンパクトにできるので、収納及び運搬にも便利な足場装
置を提供することにある。
The object of the present invention is to eliminate the inconvenience of the conventional example, and to fix it in a stable and stable state. Various works can be performed simultaneously on the scaffolding, including reinforcing bar, formwork, and concrete work, and the whole is easy with a crane. Since it can be lifted up and down, it can be easily set and removed and can be diverted easily, and it can be made compact by folding it on the ground with one touch, and it is therefore to provide a scaffolding device that is convenient for storage and transportation. .

〔課題を解決するための手段〕[Means for Solving the Problems]

本考案は前記目的を達成するため、上下2つの片に分割
してなり、この分割した2つの片の端同士を突き合わせ
るようにしてこれら2つの片の相互端を、片側に上下端
を突出させかつ少し内側に曲げて垂直調整用突起を形成
した閉塞部を有する2枚の平行板体からなる連結片の隙
間に前記閉鎖部が内側となるように挿入し、この連結片
に挿入した2つの片の端と連結片とをリング用カラーを
介在させてボルトを回転自在に挿通し、この連結片の外
側でボルトの突出端に座金を介在させてナットを螺合
し、該ナットの外側でボルトの突出端に該ボルトを横方
向に貫通する割ピンを設けて前記2つの片を回動自在に
結合する吊支材を形成し、この吊支材の前記2つ片の連
結片に挿入する側と反対側の相互端をボルト等のピンで
上下に並ぶ足場作業床の四隅にそれぞれ回動自在に連結
し、また、この上下に並ぶ足場作業床の下面四隅で前記
吊支材の近くにパイプ状の脚体を突設し、さらに、最上
段の足場作業床以外の下層の足場作業床には、長手方向
前側にソケットを設け、このソケットを介して門型手摺
を着脱自在に立設し、また、前記足場作業床巾方向で対
向する吊支材を複数段の横桟で連結したことを要旨とす
るものである。
In order to achieve the above-mentioned object, the present invention is divided into upper and lower two pieces, and the ends of the two divided pieces are abutted to each other, and the mutual ends of these two pieces are projected to the upper and lower ends on one side. And inserting it into the connecting piece so that the closing part is inside the gap of the connecting piece made of two parallel plate bodies having the closing part formed by bending the inside slightly and forming the vertical adjustment protrusion. The bolt is rotatably inserted with the ring collar interposed between the end of one piece and the connecting piece, and the nut is screwed on the protruding end of the bolt with the washer on the outside of the connecting piece. A split pin that penetrates the bolt in the lateral direction is provided at the projecting end of the bolt to form a suspension supporting member that rotatably connects the two pieces, and the connecting piece of the two pieces of the suspension supporting member is formed. Scaffolding work in which the mutual ends on the opposite side to the insertion side are arranged vertically with pins such as bolts Are rotatably connected to the four corners of each of the above, and pipe-shaped legs are projectingly provided near the suspension struts at the four corners of the lower surface of the scaffolding work floors lined up and down. On the lower scaffolding work floor, a socket is provided on the front side in the longitudinal direction, a gate type handrail is detachably erected through this socket, and a plurality of suspension struts facing each other in the scaffolding work floor width direction are provided. The gist is that they are connected by a horizontal rail.

〔作用〕[Action]

本考案によれば、足場作業板は上下に連層するので、例
えば建物の4フロア分をカバーできる長さとすれば、鉄
筋組立、型枠組立、コンクリート打設、型枠解体のサイ
クル工程がこの各層の作業床を使用することでカバーで
きる。
According to the present invention, since the scaffolding work plates are vertically stacked, for example, if the length is enough to cover four floors of a building, the cycle steps of rebar assembly, formwork assembly, concrete placement, and formwork disassembly are It can be covered by using the work floor of each layer.

吊支材は、上下に分割した2つの片と連結片からなる
が、これらを結合するボルトはリング用カラーを介在さ
せているので、相互に極めてスムーズに回動させること
ができて折畳みやすいものとなる。
The suspension stanchion consists of two pieces that are vertically divided and a connecting piece, but the bolts that connect these pieces have ring collars interposed between them, so they can rotate very smoothly with each other and are easy to fold. Becomes

そして、このボルトの突出端は、連結片の外側で座金を
介在させてナットで螺合し、該ナットの外側でボルトの
突出端に該ボルトを横方向に貫通する割ピンを設けてい
るので、ナットが外れずらく、さらに、ボルトの抜け出
し防止を図ることができる。
The projecting end of the bolt is screwed with a nut on the outside of the connecting piece with a washer interposed, and a split pin that laterally penetrates the bolt is provided on the projecting end of the bolt outside the nut. It is possible to prevent the nut from coming off and prevent the bolt from coming off.

また、連結片は、閉塞部により分割した2つの片からな
る吊支材が外側に屈折することを防ぐことができ、さら
に、屈折状態から直立させるときにこれがガイドとなっ
て常に垂直に起立させることができ、しかも、吊支材が
直立状態のときに、外側にかかる外力に対して補強材と
しての機能も発揮することができる。
Further, the connecting piece can prevent the hanging support member composed of two pieces divided by the closing portion from being bent outward, and further, when it is made to stand upright from the bent state, it serves as a guide and always stands up vertically. Further, when the suspension supporting member is in the upright state, it can also function as a reinforcing member against an external force applied to the outside.

とくに、連結片の片側に設けた閉塞部と2つの片の間に
は、この2つの片がスムーズに回動させることができる
ようにわずかな隙間を空ける必要があるが、閉塞部は上
下端を突出させかつ少し内側に曲げて垂直調整用突起を
形成しているので、この垂直調整用突起が2つの片に当
接することで、この2つの片のそれぞれを起立状態とし
たときに傾かせずに直立を維持させることができる。
In particular, it is necessary to make a slight gap between the closing part provided on one side of the connecting piece and the two pieces so that the two pieces can be smoothly rotated, but the closing part has upper and lower ends. Since the vertical adjustment projection is formed by projecting and bending it slightly inward, the vertical adjustment projection is brought into contact with the two pieces so that the two pieces are tilted when they are in the upright state. It is possible to maintain upright without having to.

このように、不使用時には吊支材を屈折することにより
全体をアコーディオン式に折畳み、足場作業床を上下に
積み重ねてコンパクトにすることができ、再セットの場
合も吊支材を伸ばして簡単に広げられる。
In this way, when not in use, the entire suspension can be folded in an accordion style by bending it, and the scaffolding work floors can be stacked vertically to make it compact. Can be expanded.

そして、この上下に並ぶ足場作業床の下面四隅で前記吊
支材の近くに突設するパイプ状の脚体は、梁鉄骨との間
でつなぎをとるときに利用することができ、また、吊支
材の折畳み時に、この脚体により生じる間隔はその間に
吊支材が折畳まれて入り込むスペースを確保するために
用いることができる。
The pipe-shaped legs projecting near the suspension struts at the four corners of the lower surface of the scaffolding work floor arranged vertically can be used when connecting to the beam steel frame. When the struts are folded, the spacing created by the legs can be used to ensure a space for the hanging struts to fold in between.

一方、最上段の足場作業床以外の下層の足場作業床の門
型手摺はソケットを介して立設しているので、このソケ
ットがガイドとなるので簡単、迅速かつ確実に装着で
き、また、この装着部分の強度を高めることができる。
On the other hand, since the gate type handrails of the lower scaffolding work floor other than the uppermost scaffolding work floor are erected via sockets, this socket serves as a guide so that it can be easily, quickly and surely installed. The strength of the mounting portion can be increased.

さらに、この門型手摺を設ける足場作業床の長手方向前
側以外の面、すなわち足場作業床巾方向では、対向する
吊支材を横桟で連結しているので、この横桟が手摺の代
わりとなることができる。
Further, since the facing suspension struts are connected by the cross rails on the surface other than the front side in the longitudinal direction of the scaffolding work floor where the gate type handrail is provided, that is, the cross rail is used as a substitute for the handrail. Can be

このように、両端をコントロールして所定位置に嵌めな
ければならない横桟を足場作業床の幅の狭い側で用い、
足場作業床の長手方向前側の場合には幅が広いために、
両端のコントロールが必要となる横桟を適用させること
は難しいため、ソケットにより上下方向に出し入れすれ
ばすむ門型手摺を採用して、設置および撤去の簡素化を
図った。
In this way, using a horizontal crosspiece that must be controlled at both ends and fitted in place on the narrow side of the scaffolding work floor,
In the case of the front of the scaffolding work floor in the longitudinal direction, the width is wide,
Since it is difficult to apply a horizontal crosspiece that requires control of both ends, a gate-type handrail that can be inserted and removed vertically with a socket was adopted to simplify installation and removal.

〔実施例〕〔Example〕

以下、図面について本考案の実施例を詳細に説明する。 Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

第1図は本考案の足場装置の第1実施例を示す正面図、
第2図は同上側面図で、図中7aは最上段の足場作業床で
あり、金属製枠体に金属板を張設してなり、長手方向前
面及び両側部の三方に門型の手摺8,9を立上げた。さら
に、第3図に示すように、該作業床7aは例えば中央部に
作業員の出入り可能なハッチ10を形成する。
FIG. 1 is a front view showing a first embodiment of the scaffolding device of the present invention,
Fig. 2 is a side view of the same, in which 7a is a work platform for the scaffolding at the uppermost stage, which is constructed by stretching a metal plate on a metal frame body, and a gate-shaped handrail 8 on the front side in the longitudinal direction and on three sides on both sides. , 9 was launched. Further, as shown in FIG. 3, the work floor 7a forms a hatch 10 through which workers can move in and out, for example, in the center.

この最上段の足場作業床7aに対して、同じ大きさの下段
の足場作業床7bを相互にコーナー部を連結する吊支材11
で下方に吊支承し、さらに足場作業床7bに対しては同じ
く吊支材11でその下段の足場作業床7cを吊支承するとい
うようにして、下層階の足場作業床7b〜7n-1,7nを順次
に吊支承して連層の足場とする。
Hanging scaffolds 11 for connecting the corners of the scaffolding work floors 7b of the same size to the scaffolding work floors 7a of the uppermost stage are mutually connected.
In this way, the scaffolding work floors 7b to 7n -1 on the lower floors are suspended and supported on the scaffolding work floor 7b, and the scaffolding work floors 7b to 7 , 7n are sequentially hung and supported to form a multi-layered scaffold.

これら最上段の足場作業床7a以外の下段の足場作業床7b
〜7n-1,7nについても同様にハッチ10を形成するが、そ
の位置は第3図のごとく中央に設けた足場作業床の直下
の足場作業床では第4図に示すようにこのハッチ10を片
側に寄せて設け、さらにその直下の足場作業床ではまた
中央に設けるようにして上下に同一位置に並ばないよう
に千鳥状に配慮する。
Scaffolding work floors 7b in the lower tier other than these uppermost scaffolding work floors 7a
The hatches 10 to 7n -1 and 7n are similarly formed, but the position of the hatch 10 is as shown in FIG. 4 on the scaffolding work floor immediately below the scaffolding work floor provided in the center as shown in FIG. Should be placed close to one side, and the scaffolding work floor immediately below it should also be placed in the center so that they do not line up in the same position in a zigzag manner.

また、足場作業床7a〜7n-1,7nの下面四隅近くからはパ
イプ状の脚体25を突設した。
Further, pipe-shaped legs 25 are provided so as to project from the four corners of the lower surface of the scaffolding work floors 7a to 7n -1 , 7n.

足場作業床7a〜7n-1,7nの相互を連結する吊支材11は、
その上下端を作業床7a〜7n-1,7nにボルト等でピン結合
して回動自在とし、さらに該吊支材11の全体を上下2つ
の片11a,11bに分割してその相互端を連結片11cで結合し
た。
The suspension support member 11 that connects the scaffolding work floors 7a to 7n -1 and 7n to each other is
The upper and lower ends thereof are pin-connected to the work floors 7a to 7n -1 and 7n with bolts or the like so as to be rotatable, and further, the entire suspension support member 11 is divided into upper and lower two pieces 11a and 11b, and their mutual ends are formed. Were joined by a connecting piece 11c.

この連結片11cは片側を閉塞した2枚の平行板体で形成
し、片11a,11b端はその隙間に入り込んで、第5図、第
6図に示すようにボルト12で固定する。
The connecting piece 11c is formed by two parallel plate bodies closed on one side, and the ends of the pieces 11a and 11b enter the gap and are fixed with bolts 12 as shown in FIGS. 5 and 6.

さらに、その詳細について述べると、第9図に示すよう
に該ボルト12には六角ボルトを使用し、連結片11cの外
側に座金13を介在させて六角ナット14を螺合させ、さら
にこのナット14が外れないようにボルト12を横方向に貫
通する割ピン15を設けた。また、連結片11c及び片11a又
は11bの前記ボルト12の貫通個所には、リング用カラー1
6を介在させて、これら連結片11cと片11a又は11bが相互
にスムーズに回動できるようにする。
Further, as described in detail, as shown in FIG. 9, a hexagonal bolt is used as the bolt 12, a washer 13 is interposed on the outer side of the connecting piece 11c, and a hexagonal nut 14 is screwed. A split pin 15 is provided to laterally penetrate the bolt 12 so as not to come off. In addition, the ring collar 1 is provided at the penetrating portion of the bolt 12 of the connecting piece 11c and the piece 11a or 11b.
By interposing 6, the connecting piece 11c and the piece 11a or 11b can be smoothly rotated with respect to each other.

なお、連結片11cの片側閉塞個所はこれがある側へ11a,1
1bが回り込まないようにするリング受金具17として構成
し、さらにその上下端を突出させかつ少し内側に曲げて
垂直調整用突起17aとした。
In addition, the one-side closed point of the connecting piece 11c is to the side where this is 11a, 1
The ring fitting 17 is configured to prevent the 1b from going around, and the upper and lower ends thereof are projected and bent slightly inward to form a vertical adjustment projection 17a.

さらに、足場作業床7b〜7n-1,7nの巾方向において、前
記吊支材11の各片11a,11bは対向するもの同士を複数段
の(図示では各2段)横桟18で連結し、また該足場作業
床7b〜7n-1,7nの長手方向前側にはパイプ状のソケット1
9を介して手摺8と同様な門型の手摺20を着脱自在に立
設する。
Further, in the width direction of the scaffolding work floors 7b to 7n -1 and 7n, the pieces 11a and 11b of the suspension supporting member 11 that are opposed to each other are connected by a plurality of horizontal bars 18 (two in the figure). Moreover, the pipe-shaped socket 1 is provided on the front side in the longitudinal direction of the scaffolding work floors 7b to 7n -1 , 7n.
A gate-shaped handrail 20 similar to the handrail 8 is detachably set up via 9 through.

そして、上下の足場作業床間に上下の足場作業床のハッ
チ10の位置に合致させタラップ21をその端部をボルト止
めすることで着脱自在に掛け渡す。
Then, between the upper and lower scaffolding work floors, the positions of the hatches 10 on the upper and lower scaffolding work floors are matched with each other, and the turret 21 is detachably hung by bolting the end portion thereof.

図中22は梁鉄骨3に取付け前方に突出させるブラケット
で、第10図〜第12図に示すような平行な支持部材22aの
上面にアングル材により、その垂直片にボルト止め用の
長穴27を形成したフランジ22b,22b′を足場作業床7aの
巾だけ離間させて立上げ、また該支持部材22aの下部は
先端を角部とする直角三角形状のトラス部材22cを設け
た。該トラス部材22cの下側角部を後方水平方向に少し
延設し、ここにナット23によるネジ穴を形成して水平方
向の長さ調節用のボルト24を螺合する。
Reference numeral 22 in the drawing denotes a bracket which is attached to the beam steel frame 3 and protrudes forward. An angle member is provided on the upper surface of the parallel support member 22a as shown in FIGS. The flanges 22b and 22b 'formed with the above are spaced apart from each other by the width of the scaffolding work floor 7a to stand up, and the lower portion of the support member 22a is provided with a truss member 22c having a right-angled triangle shape whose tip is a corner. A lower corner portion of the truss member 22c is slightly extended rearward in the horizontal direction, a screw hole is formed by a nut 23 therein, and a horizontal length adjusting bolt 24 is screwed into the screw hole.

次に、使用法ついて説明する。Next, the usage will be described.

第2図に示すようにブラケット22は梁鉄骨3に固設して
水平に突出させるが、その場合支持部材22aの後端を梁
鉄骨3の上フランジ上にPCファスナー取付用の金具を介
してボルト止めでしっかりと固定し、ボルト24を適宜伸
長させてウエブに当接させる。
As shown in FIG. 2, the bracket 22 is fixed to the beam steel frame 3 and protrudes horizontally. In this case, the rear end of the support member 22a is placed on the upper flange of the beam steel frame 3 via a metal fitting for mounting a PC fastener. Fix it securely with bolts and extend the bolts 24 as appropriate to abut the web.

前記のごとく吊支材11を介して足場作業床7a〜7n-1,7n
を連層とした足場全体を最上段の足場作業床7aに設けた
フックを用いてクレーン等で吊上げ、最上段の足場作業
床7aを前記ブラケット22のフランジ22b,22b′間に収
め、長穴27を用いてボルト止めすることでこのブラケッ
ト22で作業床7aの下面を左右から支承する。
As mentioned above, the scaffolding work floors 7a to 7n -1 and 7n via the suspension supporting members 11
The entire scaffold with the above layers is hung by a crane or the like using the hooks provided on the uppermost scaffolding work floor 7a, and the uppermost scaffolding work floor 7a is placed between the flanges 22b and 22b 'of the bracket 22 to form a long hole. The lower surface of the work floor 7a is supported from the left and right by this bracket 22 by bolting using 27.

吊支材11は、その分割された片11a,11bが第1図、第2
図に示すように直線状に伸びており、下層階の足場作業
床7b〜7nのうち適宜なものとを選択し、脚体25を利用し
て梁鉄骨3との間でつなぎ26をとる。
As for the suspension supporting member 11, the divided pieces 11a and 11b are shown in FIGS.
As shown in the figure, it extends straightly, and an appropriate one is selected from among the scaffolding work floors 7b to 7n on the lower floor, and the leg 25 is used to connect the beam steel frame 3 to the joint 26.

これで、足場装置のセットは完了し、各足場作業床7a〜
7n-1,7nは長手方向後面側、すなわち建物躯体側は手摺
もなく開放されているので、作業員はこの作業床上で各
種の作業を行う。
This completes the setting of the scaffolding equipment, and each scaffolding work floor 7a ~
Since 7 n-1 and 7 n are open on the rear surface side in the longitudinal direction, that is, on the side of the building body without handrails, workers perform various works on this work floor.

また、作業床間の上下移動はタラップ21を使用し、ハッ
チ10を開閉して行う。
In addition, the vertical movement between the work floors is performed by opening and closing the hatch 10 by using the ramp 21.

次に、足場の転用を行うには前記つなぎ26を撤去し、最
上段の足場作業床7aをクレーンで吊り上げればこれがブ
ラケット22から外れて全体が持ち上がるので、例えば上
部階の他のブラケット22に再度掛け直し、またつなぎ26
を取り直せばよい。
Next, in order to convert the scaffolding, the connection 26 is removed, and if the uppermost scaffolding work floor 7a is lifted by a crane, it is removed from the bracket 22 and the whole is lifted, so for example, to another bracket 22 on the upper floor. Redo and reconnect 26
Please retake.

一方、地上に降ろして収納するには、タラップ21を取外
し、さらに下層階の足場作業床7b〜7n-1,7nに立設した
手摺20をソケット19から抜いて取外す。
On the other hand, in order to unload and store it on the ground, the turret 21 is removed, and further, the handrail 20 standing on the scaffolding work floors 7b to 7n -1 , 7n on the lower floor is pulled out from the socket 19 and removed.

このようにしてから、吊支材11の連結片11cが内側に移
動するようにこの部分で吊支材11をくの字に折曲げる。
その結果、第12図に示すように全体が上下にアコーデオ
ン式に折畳まれ、最終的には第13図に示すように各足場
作業床7a〜7n-1,7nは脚体25の間隔を存して重なり合い
全体に小さく畳まれる。なお、この脚体25の間隔はその
間に吊支材11が折畳まれて入り込むスペースを確保する
ためのものである。
After this, the suspension supporting member 11 is bent in a V shape at this portion so that the connecting piece 11c of the suspension supporting member 11 moves inward.
As a result, as shown in FIG. 12, the whole is folded up and down in an accordion manner, and finally, as shown in FIG. 13, the scaffolding work floors 7a to 7 n-1 and 7 n are separated by the space between the legs 25. It overlaps and is folded small in the whole. The interval between the legs 25 is to secure a space in which the suspension supporting member 11 is folded and enters.

ところで、吊支材11の上下はボルト等で足場作業床の上
下に自在に結合できるものであり、これにより下層階の
足場作業床の数を自由に設定できる。また、該吊支材11
は連結片11cにリング受け金物17があるので外側に出張
るような屈折をすることはなく、伸ばされた場合は片11
a,11bは垂直調整用突起17aに当接することで一直線状に
なる。
By the way, the upper and lower sides of the suspension supporting member 11 can be freely connected to the upper and lower sides of the scaffolding work floor by bolts or the like, and thereby the number of scaffolding work floors on the lower floor can be freely set. In addition, the suspension support 11
Since there is a ring bracket 17 on the connecting piece 11c, there is no refraction such as traveling to the outside, and when it is extended, the piece 11c
The a and 11b are aligned by contacting the vertical adjustment protrusion 17a.

〔考案の効果〕[Effect of device]

以上述べたように本考案の足場装置は、足場作業床は上
下に連層するので、例えば建物の4フロア分をカバーで
きる長さとすれば、鉄筋組立、型枠組立、コンクリート
打設、型枠解体のサイクル工程がこの各層の作業床を使
用することでカバーでき、これら複数の工程を同時進行
させることができ、工事の短時間化を図ることができる
ものである。
As described above, in the scaffolding device of the present invention, since the scaffolding work floors are vertically stacked, for example, if the length is enough to cover four floors of a building, reinforcing bar assembly, formwork assembly, concrete placement, formwork The dismantling cycle process can be covered by using the work floor of each layer, and a plurality of these processes can be performed at the same time, which can shorten the construction time.

そして、吊支材は、上下に分割した2つの片と連結片か
らなるが、これらを結合するボルトはリング用カラーを
介在させているので、相互に極めてスムーズに回動させ
ることができて折畳みやすく、また、これらを結合する
ボルトの抜け出し防止策も図られている。
The suspension supporting member is composed of two pieces, which are vertically divided, and a connecting piece. Since the bolts that connect these pieces have ring collars, they can be rotated very smoothly and folded. It is easy, and the measures for preventing the bolts connecting them from coming off are also taken.

また、連結片は、閉塞部により分割した2つの片からな
る吊支材が外側に屈折することを防ぐことができ、さら
に、屈折状態から直立させるときにこれがガイドとなっ
て常に垂直に起立させることができ、しかも、吊支材が
直立状態のときに、外側にかかる外力に対して補強材と
しての機能も発揮することができるものである。
Further, the connecting piece can prevent the hanging support member composed of two pieces divided by the closing portion from being bent outward, and further, when it is made to stand upright from the bent state, it serves as a guide and always stands up vertically. In addition, when the suspension supporting member is in the upright state, it can also function as a reinforcing member against an external force applied to the outside.

このように、不使用時には吊支材を屈折することにより
全体をアコーディオン式に折畳み、足場作業床を上下に
積み重ねてコンパクトにすることができて撤去の時の邪
魔とならず、再セットの場合も吊支材を伸ばして簡単に
広げられるので、簡単かつ迅速に行えるものである。
In this way, when not in use, the entire suspension can be folded in an accordion style by bending the suspension struts, and the scaffolding work floors can be stacked vertically to make it compact, and it does not interfere with the removal, and in the case of re-setting. Also, since the suspension struts can be stretched and unfolded easily, this can be done easily and quickly.

そして、この上下に並ぶ足場作業床の下面四隅で前記吊
支材の近くに突設するパイプ状の脚体は、梁鉄骨との間
でつなぎをとるときに利用することができ使用時の安全
性を向上させ、また、吊支材の折畳み時に、この脚体に
より生じる間隔はその間に吊支材が折畳まれて入り込む
スペースを確保するために用いることができ、撤去時の
コンパクト化および収納時の損傷防止に貢献するもので
ある。
The pipe-shaped legs projecting near the suspension struts at the four corners of the lower surface of the scaffolding work floor that are lined up and down can be used when connecting to the beam steel frame and can be used safely. In addition, the space created by this leg can be used to secure a space for the suspension struts to fold in when folding the suspension struts, and to make it compact and easy to store when removed. It contributes to the prevention of damage.

一方、最上段の足場作業床以外の下層の足場作業床の門
型手摺はソケットを介して立設しているので、このソケ
ットがガイドとなるので簡単、迅速かつ確実に装着で
き、また、この装着部分の強度を高めることができるも
のである。
On the other hand, since the gate type handrails of the lower scaffolding work floor other than the uppermost scaffolding work floor are erected via sockets, this socket serves as a guide so that it can be easily, quickly and surely installed. The strength of the mounting portion can be increased.

さらに、この門型手摺を設ける足場作業床の長手方向前
側以外の面、すなわち足場作業床巾方向では、対向する
吊支材を横桟で連結しているので、この横桟が手摺の代
わりとなって迅速な設置、撤去を実現できるものであ
る。
Further, since the facing suspension struts are connected by the cross rails on the surface other than the front side in the longitudinal direction of the scaffolding work floor where the gate type handrail is provided, that is, the cross rail is used as a substitute for the handrail. As a result, quick installation and removal can be realized.

このように、両端をコントロールして所定位置に嵌めな
ければならない横桟を足場作業床の幅の狭い側で用い、
足場作業床の長手方向前側の場合には幅が広いために、
両端のコントロールが必要となる横桟を適用させること
は難しいため、ソケットにより上下方向に出し入れすれ
ばすむ門型手摺を採用して、設置および撤去の簡素化を
図ったものである。
In this way, using a horizontal crosspiece that must be controlled at both ends and fitted in place on the narrow side of the scaffolding work floor,
In the case of the front of the scaffolding work floor in the longitudinal direction, the width is wide,
Since it is difficult to apply a horizontal crosspiece that requires control of both ends, a gate-type handrail that can be moved in and out by a socket is used to simplify installation and removal.

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

第1図は本考案の足場装置の第1実施例を示す一部省略
した正面図、第2図は同上側面図、第3図、第4図はそ
れぞれ足場作業床の平面図、第5図は吊支材の中央部の
伸ばした状態での正面図、第6図は同上側面図、第7図
は同上屈折された状態での正面図、第8図は同上側面
図、第9図は同上要部の一部切欠いた側面図、第10図は
ブラケットの正面図、第11図は同上平面図、第12図は同
上側面図、第13図、第14図は折畳過程を示す説明斜視
図、第15図は従来例を示す斜視図である。 1……支柱、2……取付け金具 3……梁鉄骨、4……足場板 5……前側支柱、6……斜部材 7a〜7n……足場作業床、8,9……手摺 10……ハッチ、11……吊支材 11a,11b……片、11c……連結片 12……ボルト、13……座金 14……ナット、17……割ピン 16……リング用カラー、17……リング受金具 17a……垂直調整用突起、18……横桟 19……ソケット、20……手摺 21……タラップ、22……ブラケット 22a……支持部材、22b,22b′……フランジ 22c……トラス部材、23……ナット 24……長さ調節用のボルト、25……脚体 26……つなぎ、27……長穴
FIG. 1 is a partially omitted front view showing a first embodiment of the scaffolding device of the present invention, FIG. 2 is a side view of the same, FIG. 3 and FIG. 4 are plan views of a scaffolding work floor, and FIG. Is a front view of the suspension struts in a stretched state, FIG. 6 is a side view of the same as above, FIG. 7 is a front view of the same in a bent state, FIG. 8 is a side view of the same, and FIG. Same as above, partially cutaway side view, FIG. 10 is a front view of the bracket, FIG. 11 is a plan view of the same, FIG. 12 is a side view of the same, FIG. 13 and FIG. 14 are explanations showing a folding process. FIG. 15 is a perspective view showing a conventional example. 1 ... Post, 2 ... Mounting bracket 3 ... Beam steel frame, 4 ... Scaffolding plate 5 ... Front strut, 6 ... Slanting member 7a-7n ... Scaffolding work floor, 8,9 ... Handrail 10 ... Hatch, 11 …… Suspension support 11a, 11b …… One piece, 11c …… Connecting piece 12 …… Bolt, 13 …… Washer 14 …… Nut, 17 …… Split pin 16 …… Ring collar, 17 …… Ring Bracket 17a …… Protrusion for vertical adjustment, 18 …… Horizontal bar 19 …… Socket, 20 …… Handrail 21 …… Trap, 22 …… Bracket 22a …… Supporting member, 22b, 22b ′ …… Flange 22c …… Truss Parts, 23 ... Nuts 24 ... Length adjustment bolts, 25 ... Legs 26 ... Connections, 27 ... Oblong holes

フロントページの続き (72)考案者 加藤 征治 新潟県新潟市万代1―3―4 鹿島建設株 式会社北陸支店内 (72)考案者 今村 義建 新潟県新潟市万代1―3―4 鹿島建設株 式会社北陸支店内 (72)考案者 岡田 勝 東京都港区白金台3―16―8―1002 (72)考案者 高石 数雄 東京都杉並区阿佐谷南1―33―30 (56)参考文献 実開 昭58−95445(JP,U) 実開 昭60−177248(JP,U) 実開 昭60−82045(JP,U)Front page continuation (72) Inventor Seiji Kato 1-3-4 Bandai, Niigata City, Niigata Prefecture Hokuriku Branch (72) Inventor Yoshiken Imamura 1-3-4 Bandai, Niigata City, Niigata Prefecture Kashima Construction Co., Ltd. Formula company Hokuriku Branch (72) Inventor Masaru Okada 3-16-8-1002 Shirokanedai, Minato-ku, Tokyo (72) Inventor Kazuo Takaishi 1-33-30 (56) Asaya Minami, Suginami-ku, Tokyo (56) References 58-95445 (JP, U) Actually opened 60-177248 (JP, U) Actually opened 60-82045 (JP, U)

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】上下2つの片に分割してなり、この分割し
た2つの片の端同士を突き合わせるようにしてこれら2
つの片の相互端を、片側に上下端を突出させかつ少し内
側に曲げて垂直調整用突起を形成した閉塞部を有する2
枚の平行板体からなる連結片の隙間に前記閉鎖部が内側
となるように挿入し、この連結片に挿入した2つの片の
端と連結片とをリング用カラーを介在させてボルトを回
動自在に挿通し、この連結片の外側でボルトの突出端に
座金を介在させてナットを螺合し、該ナットの外側でボ
ルトの突出端に該ボルトを横方向に貫通する割ピンを設
けて前記2つの片を回動自在に結合する吊支材を形成
し、この吊支材の前記2つ片の連結片に挿入する側と反
対側の相互端をボルト等のピンで上下に並ぶ足場作業床
の四隅にそれぞれ回動自在に連結し、また、この上下に
並ぶ足場作業床の下面四隅で前記吊支材の近くにパイプ
状の脚体を突設し、さらに、最上段の足場作業床以外の
下層の足場作業床には、長手方向前側にソケットを設
け、このソケットを介して門型手摺を着脱自在に立設
し、また、前記足場作業床巾方向で対向する吊支材を複
数段の横桟で連結したことを特徴とする足場装置。
1. The upper and lower parts are divided into two pieces, and the ends of the divided two pieces are abutted to each other, and
The mutual end of the two pieces has a closed portion in which the upper and lower ends project to one side and are bent slightly inward to form a vertical adjustment protrusion.
Inserted into the gap between the connecting pieces made of parallel plates so that the closing part is on the inner side, and inserting the ring collar between the ends of the two pieces inserted into the connecting pieces and turning the bolt. A nut is threaded through the washer on the protruding end of the bolt on the outside of the connecting piece, and a split pin is provided on the protruding end of the bolt on the outside of the nut. Forming a suspension support member that rotatably connects the two pieces, and the mutual ends of the suspension support member on the side opposite to the side to be inserted into the connecting piece of the two pieces are arranged vertically with pins such as bolts. The scaffolding work floors are rotatably connected to the four corners respectively, and pipe-shaped legs are projected near the suspension struts at the four lower corners of the scaffolding work floors that are vertically arranged. On the lower scaffolding work floor other than the work floor, a socket is provided on the front side in the longitudinal direction, and the socket is The gate-shaped handrail freely upright detachable Te, also, scaffold, characterized in that the concatenation of hanging struts facing in the scaffold working floor width direction rungs of a plurality of stages.
JP1988064238U 1988-05-16 1988-05-16 Scaffolding equipment Expired - Lifetime JPH0736002Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1988064238U JPH0736002Y2 (en) 1988-05-16 1988-05-16 Scaffolding equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1988064238U JPH0736002Y2 (en) 1988-05-16 1988-05-16 Scaffolding equipment

Publications (2)

Publication Number Publication Date
JPH01170744U JPH01170744U (en) 1989-12-04
JPH0736002Y2 true JPH0736002Y2 (en) 1995-08-16

Family

ID=31289711

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1988064238U Expired - Lifetime JPH0736002Y2 (en) 1988-05-16 1988-05-16 Scaffolding equipment

Country Status (1)

Country Link
JP (1) JPH0736002Y2 (en)

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53118829A (en) * 1977-03-25 1978-10-17 Hitachi Shipbuilding Eng Co Scaffold unit
JPS5895445U (en) * 1981-12-21 1983-06-28 三菱重工業株式会社 foldable scaffolding equipment
JPS6082045U (en) * 1983-11-10 1985-06-06 石川島播磨重工業株式会社 hanging scaffolding equipment
JPS60177248U (en) * 1984-05-04 1985-11-25 石川島播磨重工業株式会社 Hanging scaffolding device
JPS61204469A (en) * 1985-03-06 1986-09-10 日立プラント建設株式会社 Multistage hanging scaffold structure
JPS6278353A (en) * 1985-09-27 1987-04-10 フナツ産業株式会社 Frame unit for scaffold

Also Published As

Publication number Publication date
JPH01170744U (en) 1989-12-04

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