JPH0711236Y2 - Scaffolding equipment - Google Patents

Scaffolding equipment

Info

Publication number
JPH0711236Y2
JPH0711236Y2 JP1988024538U JP2453888U JPH0711236Y2 JP H0711236 Y2 JPH0711236 Y2 JP H0711236Y2 JP 1988024538 U JP1988024538 U JP 1988024538U JP 2453888 U JP2453888 U JP 2453888U JP H0711236 Y2 JPH0711236 Y2 JP H0711236Y2
Authority
JP
Japan
Prior art keywords
plate
scaffolding
scaffold
hole
steel
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
JP1988024538U
Other languages
Japanese (ja)
Other versions
JPH01129433U (en
Inventor
光雄 仲田
雄三 船渡
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.)
Sumitomo Light Metal Industries Ltd
Original Assignee
Sumitomo Light Metal Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sumitomo Light Metal Industries Ltd filed Critical Sumitomo Light Metal Industries Ltd
Priority to JP1988024538U priority Critical patent/JPH0711236Y2/en
Publication of JPH01129433U publication Critical patent/JPH01129433U/ja
Application granted granted Critical
Publication of JPH0711236Y2 publication Critical patent/JPH0711236Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Ladders (AREA)
  • Movable Scaffolding (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、鉄骨造もしくは鉄骨鉄筋コンクリート造の建
築現場において、鉄骨柱に取付けて使用する足場装置に
関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a scaffolding device to be used by being attached to a steel column in a construction site of a steel frame structure or a steel frame reinforced concrete structure.

〔従来の技術〕[Conventional technology]

鉄骨柱同士の接続や鉄骨柱と鉄骨梁との接続で溶接作業
やボルト締結作業を行なう場合には、自動溶接機等の作
業機械を設置したり、作業員の作業スペースを確保する
ために足場が必要となる。この足場は鉄骨柱に設けるの
が適している。
When performing welding work or bolt fastening work by connecting steel columns to each other or connecting steel columns to steel beams, install a work machine such as an automatic welding machine or use a scaffold to secure a work space for workers. Is required. This scaffold is suitable to be installed on a steel column.

実開昭59−8442号公報にはその一例として鉄骨柱の外周
に、該鉄骨柱を中にして水平に足場板を対向して取付
け、この足場板の鉄骨柱から突出する端部同士に渡し板
を掛け渡してコ字形の足場を形成するものが示されてい
る。
As an example, in Japanese Utility Model Laid-Open No. 59-8442, scaffold plates are attached to the outer periphery of a steel frame column so that the steel frame column is in the middle and the scaffold plates are horizontally opposed to each other, and the scaffold plates are passed between the ends protruding from the steel frame column. It is shown that the boards are laid to form a U-shaped scaffold.

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

ところで、鉄骨柱は1つの躯体でもその寸法が数種に異
なる場合があり、また工事が別で建物が別になると当然
鉄骨柱の寸法は相違する。
By the way, the size of a steel frame column may be different in several types even with one skeleton, and naturally the size of the steel frame column will be different if the construction is different and the building is different.

このように鉄骨柱に取付ける足場板の相互間隔は、鉄骨
柱の寸法で異なることになりここの掛け渡される渡し板
のこの差異に対応しなければならない。
Thus, the mutual spacing of the scaffold plates attached to the steel columns will differ depending on the dimensions of the steel columns and must accommodate this difference in the spanned spans here.

しかし、実開昭59−8442号公報のものでは足場板と渡し
板たとの結合については何等示されておらず、単に載置
しただけでは渡し板が動いてしまうような不安定な状態
を生じ、また動かないように固定するとすれば、前記の
ごとく足場板相互で間隔が変更する場合にこの固定をど
のように行うかが問題である。
However, in Japanese Utility Model Laid-Open No. 59-8442, there is no description about the connection between the scaffolding plate and the bridge plate, and an unstable state in which the bridge plate moves simply by placing it will occur. Also, if it is fixed so that it does not move, the problem is how to perform this fixing when the spacing between the scaffolding plates changes as described above.

本考案の目的は前記事情に鑑み、各種の径の鉄骨柱に対
応して足場板間に渡り板を簡単かつ確実に取付けること
ができる足場装置を提供することにある。
In view of the above circumstances, an object of the present invention is to provide a scaffolding device capable of easily and reliably attaching a crossing plate between scaffolding plates corresponding to steel columns having various diameters.

〔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、鉄骨柱の外周に該鉄
骨柱を中にして相互に対向して取付けた足場板の対向す
る端面上に横向きの透孔を有する突条を形成し、該突条
間を跨ぐようにして足場板と直交する長孔を両側部に有
する渡し板を足場板間に掛け渡し、ロッドを備えたバー
部材を、前記突条に形成した横向きの透孔にロッドを挿
入することで足場板に添設し、該バー部材から出るボル
トを前記渡し板の長孔に挿通して足場板と渡し板とを固
定することを要旨とするものである。
In order to achieve the above-mentioned object, the present invention forms a ridge having lateral through holes on opposite end faces of scaffolding plates mounted on the outer periphery of a steel frame column so as to face each other with the steel column in between, A bar plate having a long hole orthogonal to the scaffold plate on both sides so as to straddle between the ridges is hung between the scaffold plates, and a bar member provided with a rod is attached to a lateral through hole formed in the ridge. Is attached to the scaffold plate by inserting the bolt, and the bolt coming out of the bar member is inserted into the long hole of the bridge plate to fix the scaffold plate and the bridge plate.

〔作用〕[Action]

本考案によれば、渡し板は突条間を跨ぐようにして足場
板間に掛け渡されるが、この突条には横向きの透孔にロ
ッドを挿入することでバー部材が添設され、このバー部
材を介してボルトで渡し板は固定される。
According to the present invention, the bridging plate is spanned between the scaffold plates so as to straddle between the ridges, and a bar member is attached to the ridges by inserting a rod into a lateral through hole. The bridge plate is fixed by bolts via the bar member.

また、該ボルトは渡し板へは長孔を介して結合し、この
長孔内を自由に移動できるので、鉄骨柱の径が異なり足
場板間が相違してもボルトの止め位置を調節することで
対応できる。
Also, since the bolt is connected to the bridge plate through a long hole and can move freely in this long hole, the bolt stop position can be adjusted even if the diameter of the steel column is different and the scaffold plates are different. Can be dealt with.

なお、予めバー部材を渡し板にボルトで固定しておき、
使用する差異にはボルトを弛めて足場板を長孔に沿って
スライドさせることもできる。
In addition, the bar member is previously fixed to the bridge plate with bolts,
The difference used is that the bolts can be loosened and the scaffolding can be slid along the slot.

さらに、渡し板の長孔は両側部に形成したものなので、
この長孔に挿通するボルトは渡し板の両側部にしか突出
せず、この渡し板の中央である通路にはボルトを突出さ
せない。
Furthermore, since the long holes of the bridge are formed on both sides,
The bolts inserted into the elongated holes project only on both sides of the bridge plate, and the bolts do not project into the passage at the center of the bridge plate.

〔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1実施例を示す外観斜視図
で、図中1は角柱や円柱などの鉄骨柱、2はこの鉄骨柱
1に取付ける足場板である。
FIG. 1 is an external perspective view showing an embodiment of the scaffolding device of the present invention, in which 1 is a steel column such as a prism or a column, and 2 is a scaffolding plate attached to the steel column 1.

先に足場板2について説明すると、第3図〜第5図に示
すようにアルミニウム合金製のアングル材、チャンネル
材による形材を格子状に組合せてなる枠材3の、長手方
向の一方の端部材3aの外側側面上を上方に突出させて突
条4として形成し、第4図に示すように該突条4に前後
に貫通する横向きの透孔27を設け、またこの端部材3aの
左右両端近く、及び中央の3ケ所に上下の透孔5を突設
する。
First, the scaffolding plate 2 will be described. As shown in FIGS. 3 to 5, one end in the longitudinal direction of the frame member 3 formed by combining aluminum alloy angle members and channel members in a lattice shape. The outer side surface of the member 3a is projected upward to form a ridge 4. As shown in FIG. 4, the ridge 4 is provided with lateral through holes 27 penetrating forward and backward, and the left and right sides of the end member 3a are also formed. Upper and lower through-holes 5 are provided so as to project at three places near both ends and in the center.

この端部材3aには、第5図に示すようにある程度の強度
のものとするため強補仕切を有する中空ボックス部材を
使用し、下面で前記突条4の直下には小さな突条9を下
向きに形成した。
As shown in FIG. 5, a hollow box member having a strong partition is used for the end member 3a so as to have a certain level of strength. Formed.

さらに、枠材3は四隅角部及び中間位置での横材と縦材
との結合部に短尺筒体からなる一連又は二連の手摺支柱
用のソケット6を取付けた。このソケット6は前記端部
材3aがある側を除いて主として外側へ出るように外周囲
に設けられ、端部材3aでは内側に2個所設けた。
Further, the frame member 3 is provided with a series of or a series of double handrail sockets 6 made of short cylinders at the joints of the horizontal members and the vertical members at the four corners and the intermediate position. The sockets 6 are provided on the outer circumference so as to mainly go out to the outside except the side where the end member 3a is located, and two end members 3a are provided inside.

この枠材3上に長手方向の一辺のみを残して周端を直角
に立上げて巾木7aとしたチェッカープレート7を載置す
るが、該プレート7は枠材3と同一の大きさで巾木7aが
ない辺が端部材3aに合致し、プレート7に設けた孔7bが
端部材3aに設けたソケット6上にくるようにする。かか
る足場板2における枠材3とチェッカープレート7との
結合はアイボルト8でプレート7を枠材3の縦材にボル
ト止めするようにして、必要に応じて両者を分離できる
ようにした。図中7cは、水切穴を示す。
On this frame member 3, a checker plate 7 having a skirting board 7a is placed by raising the peripheral edge at a right angle, leaving only one side in the longitudinal direction. The plate 7 has the same size as the frame member 3 and the width. The side without the tree 7a is aligned with the end member 3a, and the hole 7b provided in the plate 7 is located on the socket 6 provided in the end member 3a. The frame member 3 and the checker plate 7 in the scaffolding plate 2 are connected to each other by bolting the plate 7 to the vertical member of the frame member 3 with an eyebolt 8 so that they can be separated from each other as necessary. In the figure, 7c indicates a drainage hole.

第2図は鉄骨柱1側に取付ける取付金具10を示すもの
で、ボルト11a、ナット11bで鉄骨柱1へ固定する取付基
板12(図示では縦型のものを2枚)に下向開口が形成さ
れるようアングル材13を補強ブラケット14aに沿って横
向きに設け、このアングル材13で前記足場板2の突条4
が挿入する下向き開口の水平溝部15を上方支持部として
形成する。
FIG. 2 shows a mounting bracket 10 to be mounted on the steel column 1 side, and a downward opening is formed in a mounting substrate 12 (two vertical ones in the figure) which are fixed to the steel column 1 with bolts 11a and nuts 11b. So that the angle member 13 is provided laterally along the reinforcing bracket 14a, and the angle member 13 is used to project the ridges 4 of the scaffolding plate 2.
The horizontal groove portion 15 having a downward opening into which is inserted is formed as the upper support portion.

また、同じく取付基板12に前記アングル材13に対向する
ようその下方に不等辺アングル材の短辺部を取付基板12
に取着し、長辺部を水平板16として支持ブラケット14b
で支承するようにして設け、この水平板16で足場板2の
側端である端部材3aの下面を所要長にわたり支持する下
方支持部材としての水平部17とし、これら水平溝部15と
水平部17との組合せで鉄骨柱1の外周に足場板2の支承
部を形成した。
Similarly, the mounting substrate 12 is provided with a short side portion of the unequal side angle member under the mounting substrate 12 so as to face the angle member 13.
The horizontal bracket 16 on the long side to support bracket 14b.
Is provided so as to support the lower surface of the end member 3a which is a side end of the scaffolding plate 2 by the horizontal plate 16 as a lower supporting member for supporting a required length, and the horizontal groove portion 15 and the horizontal portion 17 are provided. In combination with the above, the support portion of the scaffolding plate 2 was formed on the outer circumference of the steel column 1.

水平溝部15の開口巾よりも水平部17は大きく突出し、す
なわちアングル材13よりも水平板16は巾広のものとなる
が、アングル材13に外側にフランジ18を取付け、このフ
ランジ18と水平板16とに上下方向の透孔19を形成した。
The horizontal portion 17 projects more than the opening width of the horizontal groove portion 15, that is, the horizontal plate 16 is wider than the angle member 13, but a flange 18 is attached to the outside of the angle member 13, and the flange 18 and the horizontal plate A vertical through hole 19 is formed at 16 and.

図中20は、該透孔19へ挿通する固定用ロッドであり、ま
たアングル材13の上面にも小さな小孔を形成し、この小
孔にナットを取付けてネジ穴21としてここに内側へ突出
する止ネジ22を螺合できるようにする。
In the figure, 20 is a fixing rod that is inserted into the through hole 19, and a small small hole is formed on the upper surface of the angle member 13, and a nut is attached to this small hole to project as a screw hole 21 inwardly. Set screw 22 to be screwed.

図中25は取付金具10を介して鉄骨柱1の両側へスライド
自在に取付けた足場板2,2間に掛け渡す渡し板で、第11
図〜第15図に示すようにこの渡し板25は左右両端を下方
に直角に折曲げて前記足場板2の突条4と同程度の下向
きフランジ25aを形成した偏平コ字形のもので、前後端
上面にチャンネル材による巾木28を添わせてこの巾木28
とともにフランジ25aの近くから中央に向かい伸びる長
孔29を両側部に形成した。
In the figure, 25 is a bridge plate which is slidably attached to both sides of the steel frame column 1 via the mounting brackets 10 and which is bridged between the scaffold plates 2 and 11.
As shown in FIGS. 15 and 16, the bridging plate 25 is a flat U-shaped one in which both right and left ends are bent downward at a right angle to form downward flanges 25a of the same degree as the protrusions 4 of the scaffolding plate 2. The baseboard 28 made of channel material is added to the upper end surface, and this baseboard 28
At the same time, elongated holes 29 extending from the vicinity of the flange 25a toward the center are formed on both sides.

第15図はかかる渡し板25を足場板に固定するためのバー
部材30を示し、前記渡し板25のフランジ25aと同長で、
突条4に形成した透孔27に挿入するロッド31を一側に突
設し、また両端に上下方向のボルト孔32を形成した。図
中33はこのボルト孔32に先端が螺入する蝶ボルトであ
る。
FIG. 15 shows a bar member 30 for fixing the bridge plate 25 to the scaffold plate, and has the same length as the flange 25a of the bridge plate 25,
A rod 31 to be inserted into the through hole 27 formed in the ridge 4 is provided on one side so as to project, and bolt holes 32 are formed at both ends in the vertical direction. In the figure, 33 is a butterfly bolt whose tip is screwed into this bolt hole 32.

なお、ボルト孔32と蝶ボルト33はボルトをバー部材30か
ら立上げ、このボルトとこれに螺合する蝶ナットの組合
せに代えることもできる。
The bolt holes 32 and the wing bolts 33 may be replaced with a combination of the bolts and the wing nuts screwed to the bolts which are raised from the bar member 30.

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

鉄骨柱1の外周には第2図、第6図に示すようにボルト
11a、ナット11bにより取付金具10が予め設けられてい
る。この場合、ボルト11aは鉄骨柱1に溶接される。
As shown in FIGS. 2 and 6, bolts are provided on the outer circumference of the steel column 1.
The mounting bracket 10 is provided in advance with 11a and a nut 11b. In this case, the bolt 11a is welded to the steel column 1.

このような取付金具10に対し、足場板2の端部材3aを第
7図に鎖線で示すように端面を斜めにして先に突条4が
水平溝部15内に入り込むようにし、次いで全体を垂直に
していわば障子を立てるように建込めば、端部材3aの下
面は水平部17上にすべて載るようになる。この例の場合
水平溝15はアングル材13にて形成するが、チャンネル材
でもよい。また水平支持部17もアングル材13にて形成す
るが、上記するように該部材3aが障子を立てるように建
込めればチャンネル材を適用し水平部に代えて上向き開
口としてもよい。
With respect to such a mounting bracket 10, the end member 3a of the scaffolding plate 2 is slanted as shown by the chain line in FIG. 7 so that the ridges 4 can be inserted into the horizontal groove portion 15 first, and then the whole is vertical. In other words, if it is installed so as to raise a shoji screen, the lower surface of the end member 3a can be entirely placed on the horizontal portion 17. In this example, the horizontal groove 15 is formed by the angle member 13, but it may be a channel member. Further, the horizontal support portion 17 is also formed of the angle member 13, but as described above, if the member 3a can be installed so as to raise a shoji, a channel material may be applied and an upward opening may be used instead of the horizontal portion.

なお、この例の障子建込み方式によると取付金具10の正
面から足場板を脱着できて便利であるが水平板16に代え
て上向き開口を形成するとともに足場板の端部材下方を
この上向き開口に係合させるようにして足場板を取付金
具の側方から装着することもできる。
According to the shoji construction method of this example, it is convenient that the scaffolding plate can be attached and detached from the front of the mounting bracket 10, but instead of the horizontal plate 16 an upward opening is formed and the lower end member of the scaffolding plate is set to this upward opening. The scaffolding plate can be attached from the side of the mounting member so as to be engaged.

その結果、足場板2はその側端である端部材3aが取付金
具10のアングル材13と水平板16とで上下に挟み込まれる
ようにし支承される。
As a result, the scaffolding plate 2 is supported so that the end member 3a which is the side end thereof is vertically sandwiched between the angle member 13 of the mounting member 10 and the horizontal plate 16.

そして、足場板の自重により端部材下方は取付金具12に
対して押しつけられるとともにその上方の外方に加わる
力はアングル材13で支えられる。従って取付基板12が垂
直の状態においては端部材3aが取付金具10から外れるこ
とはないが、第8図に示すように端部材3aの透孔5と取
付金具10側の透孔19とを合致させ、これらの透孔5,19へ
ロッド20を挿入し、下端をネジ孔19に螺着させれば、足
場板2は取付金具10に固定される。
The lower part of the end member is pressed against the mounting member 12 by the weight of the scaffolding plate, and the angle member 13 supports the upward force applied to the upper part. Therefore, when the mounting substrate 12 is vertical, the end member 3a does not come off from the mounting bracket 10, but as shown in FIG. 8, the through hole 5 of the end member 3a and the through hole 19 on the mounting bracket 10 side are aligned with each other. Then, the rod 20 is inserted into these through holes 5 and 19, and the lower end is screwed into the screw hole 19, so that the scaffold plate 2 is fixed to the mounting member 10.

ロッドの固定はネジ孔19に代えて鍵孔を形成し、ロッド
の先端には該鍵孔を挿通できる突起を設けロッド上方に
はスプリングを巻付ける方式のものでもよい。このよう
にすればロッドは押圧して回転させることによりロッド
の固定と開放を行うことができるので、操作が容易とな
る。なお、必要に応じて固定用止ネジ22で突条4の頭部
を押さえガタツキを防止する。
The rod may be fixed by forming a keyhole instead of the screw hole 19, and providing a projection at the tip of the rod that can be inserted through the keyhole and winding a spring above the rod. In this way, the rod can be fixed and released by pressing and rotating the rod, which facilitates the operation. If necessary, the set screw 22 holds the head of the ridge 4 to prevent rattling.

足場板2にはソケット6に第10図に示すような横コ字形
の手摺23の端を差込み、ピン24で止めてこの手摺23を数
個並べて立設する。
The end of a horizontal U-shaped handrail 23 as shown in FIG. 10 is inserted into the socket 6 on the scaffolding plate 2, and the handrail 23 is set up by arranging several handrails 23 with the pin 24 fixed.

また、足場板2は鉄骨柱1を中にして両側に対向して取
付けるものであり、その長さは鉄骨柱1の巾よりも大き
く、端部が鉄骨柱1より大きく突出するので、この突出
部相互に渡し板25を着脱自在に掛け渡す。
Further, the scaffolding plate 2 is attached so as to face each other with the steel column 1 in the middle, and the length thereof is larger than the width of the steel column 1 and the end portion thereof protrudes larger than the steel column 1. The transfer plate 25 is detachably hung between the parts.

渡し板25は突条4同士を跨ぐようにして掛け渡され、フ
ランジ25aが端部材3aの上面に当接する。
The bridging plate 25 is stretched over the ridges 4 so that the flange 25a abuts the upper surface of the end member 3a.

そして、突条4にはロッド31を透孔27に挿入することで
バー部材30が添設されるので、このバー部材30のボルト
孔32の先端を螺入するようにして長孔29へ蝶ボルト32を
挿通しこれを締付ければバー部材30と渡し板25はボルト
止めされ、このバー部材30により渡し板25と足場板2の
突条4とが連結固定される。
A bar member 30 is attached to the ridge 4 by inserting a rod 31 into the through hole 27, so that the tip of the bolt hole 32 of the bar member 30 is screwed into the elongated hole 29. When the bolt 32 is inserted and tightened, the bar member 30 and the bridge plate 25 are bolted, and the bar plate 30 connects and fixes the bridge plate 25 and the projection 4 of the scaffold plate 2.

なお、予めバー部材30を渡し板25にボルトで固定してお
き、使用する際にはボルトを弛めて足場板2を長孔29に
沿ってスライドさせることもできる。
The bar member 30 may be previously fixed to the bridge plate 25 with bolts, and the bolts may be loosened and the scaffold plate 2 may be slid along the long holes 29 when used.

このようにして、第9図に示すように鉄骨柱1の周囲に
渡し板25を含めて足場板2をコ字形に設けて作業を行
う。
In this way, as shown in FIG. 9, the scaffolding plate 2 including the bridge plate 25 around the steel column 1 is provided in a U-shape to perform the work.

そして、鉄骨柱1相互の継足しや鉄骨柱1に鉄骨梁26を
接続するなどの溶接作業やボルト締結作業が終わり、躯
体の外面にカーテンウォールなどを取付ける場合には、
渡し板25を取外し、足場板2を鉄骨柱1に対し水平にス
ライドさせて躯体の内側へ引込むようにする。
Then, when the welding work such as connecting the steel columns 1 to each other or connecting the steel beams 26 to the steel columns 1 or the bolt fastening work is completed and the curtain wall or the like is attached to the outer surface of the body,
The bridge plate 25 is removed, and the scaffold plate 2 is slid horizontally with respect to the steel frame column 1 so that the scaffold plate 2 can be pulled inside the body.

この移動作業は、固定用ロッド20を抜き、また止ネジ22
をゆるめて、水平板16上で端部材3aを摺動させればよ
く、その際アングル材13は突条4が係合していることで
該移動の際のガイドとして作用する。
For this moving work, pull out the fixing rod 20 and set screws 22
Is loosened and the end member 3a may be slid on the horizontal plate 16. At this time, the angle member 13 acts as a guide during the movement because the ridge 4 is engaged.

スライド終了のちは、取付金具10の透孔19に端部材3aの
端の方の透孔5が合致するので、再度固定用ロッド20を
挿入して固定する。
After the slide is completed, the through hole 5 of the mounting member 10 is aligned with the through hole 5 of the end member 3a. Therefore, the fixing rod 20 is inserted again and fixed.

〔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、鉄骨柱の外周に
該鉄骨柱を中にして足場板を取付け、この足場板間に渡
し板を掛け渡す場合において、鉄骨柱の寸法が異なり、
足場板相互間の距離が変更する場合でも、渡し板を足場
板へ固定するのに簡単に調節することができ、汎用性に
富むものとなる。
As described above, in the scaffolding device of the present invention, when the scaffold plate is attached to the outer periphery of the steel frame pillar with the steel frame pillar inside, and the spanning plate is hung between the scaffold plates, the dimensions of the steel frame pillar are different,
Even when the distance between the scaffold plates is changed, the bridging plate can be easily adjusted to be fixed to the scaffold plate, which is versatile.

さらに、渡し板の中央である通路にはボルトが突出しな
いように配慮したので、作業員が通行する際の安全上の
問題もないものである。
Further, since the bolts are prevented from protruding into the passage which is the center of the transfer plate, there is no safety problem when the worker passes by.

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

第1図は本考案の足場装置を示す外観斜視図、第2図は
足場板の取付金具の斜視図、第3図は足場板の一部切欠
いた平面図、第4図は一部切欠いた正面図、第5図は同
上縦断側面図、第6図は取付金具の正面図、第7図は第
6図のa−a線縦断面図、第8図は同上b−b線縦断面
図、第9図は本考案の足場装置の設置状態を示す平面的
説明図、第10図は手摺の正面図、第11図は渡し板の平面
図、第12図は同上側面図、第13図は同上要部の平面図、
第14図は同上拡大側面図、第15図はバー部材の平面図で
ある。 1……鉄骨柱、2……足場板 3……枠材、3a……端部材 4……突条、5……透孔 6……ソケット、7……チェッカープレート 7a……巾木、7b……孔 7c……水切穴、8……アイボルト 9……突条、10……取付金具 11a……ボルト、11b……ナット 12……取付基板、13……アングル材 14a,14b……ブラケット、15……水平溝部 16……水平板、17……水平部 18……フランジ、19……透孔 20……固定用ロッド、21……ネジ穴 22……止ネジ、32……手摺 24……ピン、25……渡し板 25a……フランジ、26……鉄骨梁 27……透孔、28……巾木 29……長孔、30……バー部材 31……ロッド、32……ボルト孔 33……蝶ボルト
FIG. 1 is an external perspective view showing a scaffolding device of the present invention, FIG. 2 is a perspective view of a mounting bracket for a scaffolding plate, FIG. 3 is a plan view with a part of the scaffolding plate cut away, and FIG. Front view, FIG. 5 is a vertical side view of the same as above, FIG. 6 is a front view of a mounting bracket, FIG. 7 is a vertical sectional view taken along the line aa in FIG. 6, and FIG. 8 is a vertical sectional view taken along the line bb of the same. FIG. 9 is a plan view showing the installation state of the scaffolding device of the present invention, FIG. 10 is a front view of a handrail, FIG. 11 is a plan view of a transfer board, FIG. 12 is a side view of the same, and FIG. Is a plan view of the above main part,
FIG. 14 is an enlarged side view of the same as above, and FIG. 15 is a plan view of a bar member. 1 …… Steel column, 2 …… Scaffolding plate 3 …… Frame material, 3a …… End member 4 …… Slits, 5 …… Through hole 6 …… Socket, 7 …… Checker plate 7a …… Baseboard, 7b …… Hole 7c …… Drain hole, 8 …… Eye bolt 9 …… Projection, 10 …… Mounting bracket 11a …… Bolt, 11b …… Nut 12 …… Mounting board, 13 …… Angle material 14a, 14b …… Bracket , 15 Horizontal groove 16 Horizontal plate, 17 Horizontal plate 18 Flange, 19 Through hole 20 Fixing rod, 21 Screw hole 22 Set screw, 32 Handrail 24 ...... Pin, 25 ...... Passing plate 25a …… Flange, 26 …… Steel beam 27 …… Through hole, 28 …… Baseboard 29 …… Long hole, 30 …… Bar member 31 …… Rod, 32 …… Bolt Hole 33 ... Butterfly bolt

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】鉄骨柱の外周に該鉄骨柱を中にして相互に
対向して取付けた足場板の対向する端面上に横向きの透
孔を有する突条を形成し、該突条間を跨ぐようにして足
場板と直交する長孔を両側部に有する渡し板を足場板間
に掛け渡し、ロッドを備えたバー部材を、前記突条に形
成した横向きの透孔にロッドを挿入することで足場板に
添設し、該バー部材から出るボルトを前記渡し板の長孔
に挿通して足場板と渡し板とを固定することを特徴とし
た足場装置。
1. A ridge having lateral through holes is formed on the opposite end faces of scaffold plates attached to face each other with the steel column in the outer periphery of the steel column and straddles between the ridges. In this way, the bridge plate having the long holes orthogonal to the scaffold plate on both sides is hung between the scaffold plates, and the bar member provided with the rod is inserted into the lateral through hole formed in the ridge by inserting the rod. A scaffolding device, characterized in that it is attached to a scaffolding board, and bolts coming out of the bar member are inserted into the long holes of the strut board to fix the scaffolding board and the straddle board.
JP1988024538U 1988-02-26 1988-02-26 Scaffolding equipment Expired - Lifetime JPH0711236Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1988024538U JPH0711236Y2 (en) 1988-02-26 1988-02-26 Scaffolding equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1988024538U JPH0711236Y2 (en) 1988-02-26 1988-02-26 Scaffolding equipment

Publications (2)

Publication Number Publication Date
JPH01129433U JPH01129433U (en) 1989-09-04
JPH0711236Y2 true JPH0711236Y2 (en) 1995-03-15

Family

ID=31244471

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1988024538U Expired - Lifetime JPH0711236Y2 (en) 1988-02-26 1988-02-26 Scaffolding equipment

Country Status (1)

Country Link
JP (1) JPH0711236Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2587333Y2 (en) * 1993-08-17 1998-12-16 住友軽金属工業株式会社 Work scaffold mountings

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5217938Y2 (en) * 1973-05-19 1977-04-22

Also Published As

Publication number Publication date
JPH01129433U (en) 1989-09-04

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