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JPH0220786B2 - - Google Patents
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JPH0220786B2 - - Google Patents

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Publication number
JPH0220786B2
JPH0220786B2 JP58220058A JP22005883A JPH0220786B2 JP H0220786 B2 JPH0220786 B2 JP H0220786B2 JP 58220058 A JP58220058 A JP 58220058A JP 22005883 A JP22005883 A JP 22005883A JP H0220786 B2 JPH0220786 B2 JP H0220786B2
Authority
JP
Japan
Prior art keywords
support
reference line
flange member
wedge
main body
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
JP58220058A
Other languages
Japanese (ja)
Other versions
JPS60112961A (en
Inventor
Shunsaku Inoe
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.)
ARUINKO KK
Original Assignee
ARUINKO KK
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 ARUINKO KK filed Critical ARUINKO KK
Priority to JP22005883A priority Critical patent/JPS60112961A/en
Publication of JPS60112961A publication Critical patent/JPS60112961A/en
Publication of JPH0220786B2 publication Critical patent/JPH0220786B2/ja
Granted legal-status Critical Current

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  • Mutual Connection Of Rods And Tubes (AREA)
  • Electric Cable Installation (AREA)
  • Farming Of Fish And Shellfish (AREA)
  • Ladders (AREA)

Description

【発明の詳細な説明】 (発明の対象・産業上の利用分野) 本発明は、建築に用いられる仮設足場等の部材
連結装置に関する。本発明は、垂直方向に設けら
れた支柱と水平方向の横ステーとを連結するため
の連結装置として有用である。
DETAILED DESCRIPTION OF THE INVENTION (Object of the Invention/Field of Industrial Application) The present invention relates to a device for connecting members such as temporary scaffolding used in construction. INDUSTRIAL APPLICABILITY The present invention is useful as a connecting device for connecting a column provided in a vertical direction and a horizontal stay.

(従来技術) 従来より、円管状の支柱本体を有する足場の支
柱と横ステーとを連結するための装置として、特
公昭54−36407号公報に記載のものがある。
(Prior Art) Conventionally, there is a device described in Japanese Patent Publication No. 54-36407 as a device for connecting a horizontal stay to a scaffolding support having a cylindrical support main body.

これは、支柱本体に鍔状のフランジ部材を溶接
し、横ステーの先端に該フランジ部材に跨嵌する
側面略コ字状の接続部を固着し、フランジ部材及
び接続部に設けた係合孔にわたつて楔を挿入して
連結したものである。これは横ステーの鉛直面内
での回転力を阻止する固定力は強いが、水平面内
での回転力を阻止する固定力は弱い。すなわち、
水平面内での回転力を受けるのは、楔と係合孔
部、及び支柱本体の外周面と接続部先端との、そ
れぞれ当接している部分の摩擦力であつて、これ
は上述回転力に対しては有効に作用しない。この
意味において、この連結部分は滑節的な性質を有
しているといえるので、足場を強固にするには多
数の横ステーと筋交いを必要とするという欠点を
有している。したがつて、この従来の連結装置に
よつて一側足場を組み立てると、一側足場の鉛直
面に垂直な方向にふらついて非常に不安的な状態
となるため、外方から適当なステーを設けなけれ
ば使用することができない。しかもそのようなス
テーを設けることは、他の設置物を傷つけること
にもなり、且つその作業の困難性とも相俟つて実
用面でなお問題があつた。
This involves welding a brim-shaped flange member to the main body of the support, fixing a connection part with a substantially U-shaped side surface that straddles the flange member to the tip of the side stay, and making an engagement hole in the flange member and the connection part. They are connected by inserting wedges across them. This has a strong fixing force that prevents rotational force in the vertical plane of the horizontal stay, but a weak fixing force that prevents rotational force in the horizontal plane. That is,
What receives the rotational force in the horizontal plane is the frictional force of the parts where the wedge and the engagement hole are in contact with each other, and the outer peripheral surface of the column body and the tip of the connection part, respectively, and this is due to the rotational force mentioned above. It does not work effectively against. In this sense, this connecting part can be said to have a glide-like property, so it has the disadvantage of requiring a large number of horizontal stays and braces to strengthen the scaffolding. Therefore, if one side of the scaffold is assembled using this conventional connecting device, the one side of the scaffold will sway in a direction perpendicular to the vertical plane, resulting in a very unstable condition. Therefore, it is necessary to install an appropriate stay from the outside. It cannot be used without it. In addition, providing such a stay would damage other installed objects, and this together with the difficulty of the work posed a problem from a practical standpoint.

(発明の目的) 本発明は、横ステーの水平面内での回転力を阻
止する固定力が強く、連結部分が剛節的な性質を
有し、少数の横ステーによつても強固な足場とす
ることのできる部材連結装置を提供することを目
的としている。
(Objective of the Invention) The present invention has a strong fixing force that prevents rotational force in the horizontal plane of the horizontal stay, a connecting part has a rigid property, and even a small number of horizontal stays can provide a strong scaffolding. The object of the present invention is to provide a member connecting device that can perform the following functions.

(発明の技術的手段) 本発明は、足場等の支柱は円管状の支柱本体に
鍔状のフランジ部材が取付けられており、上記支
柱に連結される横ステーには側面略コ字状の接続
部が固着されており、上記接続部が上記フランジ
部材に跨嵌するとともに上記フランジ部材及び上
記接続部にそれぞれ設けられた係合孔にわたつて
楔を挿入して連結する部材連結装置において、上
記支柱の横断面の中心を通る径方向線上に横ステ
ーが配置されると共に、上記支柱の横断面の中心
を通り且つ上記横ステーの軸線と平行な仮想の線
を基準線Aとし、上記接続部には、基準線Aの近
辺を境界として一方側のみに支持部が形成され、
上記楔は基準線Aよりも上記支持部側へ偏倚した
位置に設けられ、上記支持部は、上記楔と上記支
柱の横断面中心とを結ぶ仮想線Cを挟んで少なく
とも2点において上記支柱の外周面に当接すると
共に、その当接点の少なくとも1点は基準線A上
またはその近辺に設けられてなることを特徴とす
るものである。
(Technical Means of the Invention) The present invention provides that a support for a scaffolding or the like has a flange member attached to a cylindrical support main body, and a side stay connected to the support has a substantially U-shaped connection on the side. In the member connecting device, the connecting portion is fitted over the flange member, and the connecting portion is connected by inserting a wedge across engagement holes provided in the flange member and the connecting portion, respectively. A horizontal stay is arranged on a radial line passing through the center of the cross section of the strut, and an imaginary line passing through the center of the cross section of the strut and parallel to the axis of the horizontal stay is defined as a reference line A, and the connecting portion A support part is formed only on one side with the vicinity of the reference line A as the boundary,
The wedge is provided at a position offset from the reference line A toward the support portion, and the support portion is located at at least two points on the support portion across an imaginary line C connecting the wedge and the center of the cross section of the support support. It is characterized in that it comes into contact with the outer circumferential surface, and at least one of the contact points is provided on or near the reference line A.

(実施例) 以下、本発明を実施例に基づき、図面を参照し
ながら説明する。
(Examples) Hereinafter, the present invention will be described based on examples and with reference to the drawings.

第1図において、1は仮設足場等の構成部材で
ある鉛直方向に設けられた支柱であつて、これら
支柱1は一定の間隔をおいて多数並設される。各
支柱1は、水平方向に仮設した横ステー2によつ
て連結、支持されており、必要な強度、形状、寸
法を有した構造物に組立てられている。支柱1
は、金属製の円管よりなる支柱本体3と、支柱本
体3に溶接等により取付けられた鍔状のフランジ
部材4とを有しており、一方、横ステー2は、金
属製の管材5の両端に側面視略コ字状の接続部6
が溶接等により固着されてなつている。
In FIG. 1, reference numeral 1 denotes vertically provided columns 1 that are constituent members of a temporary scaffolding, etc., and a large number of these columns 1 are arranged side by side at regular intervals. Each support column 1 is connected and supported by horizontal stays 2 temporarily installed in the horizontal direction, and is assembled into a structure having the necessary strength, shape, and dimensions. Pillar 1
has a column main body 3 made of a metal circular tube, and a brim-shaped flange member 4 attached to the column main body 3 by welding or the like, while the horizontal stay 2 is made of a metal tube 5. Connecting parts 6 that are approximately U-shaped when viewed from the side at both ends.
is fixed by welding etc.

第2図において、支柱本体3の横断面の中心を
点Pとし、この点Pを通る径方向線上に横ステー
2たる管材5が配置されると共に、管材5の軸線
と平行な仮想の線を基準線Aとする。本実施例に
おいては、図で明らかなように管材5の軸線と基
準線Aとが一致している。さて、フランジ部材4
には、後述する楔13を挿入するための4個の係
合孔7……が、互いに等分位置に且つ基準線Aか
ら一方へ角度B度だけ回転した状態の位置に設け
られている。このフランジ部材4は例えば金属板
のプレス打抜きにより製作し、支柱本体3の長手
方向の2個所においてそれぞれのフランジ部材4
が同一角度位置となるようにして固定されてい
る。
In FIG. 2, the center of the cross section of the strut body 3 is taken as a point P, and the pipe material 5, which is the horizontal stay 2, is placed on a radial line passing through this point P, and an imaginary line parallel to the axis of the pipe material 5 is placed. Let it be the reference line A. In this embodiment, the axis of the tube material 5 and the reference line A coincide with each other, as is clear from the figure. Now, flange member 4
, four engaging holes 7 for inserting wedges 13, which will be described later, are provided at positions that are equally spaced from each other and rotated by an angle B degree in one direction from the reference line A. This flange member 4 is manufactured, for example, by press punching a metal plate, and each flange member 4 is formed at two locations in the longitudinal direction of the support main body 3.
are fixed at the same angular position.

一方、接続部6は、第3図においてよく示され
ているように、上下の両側板部8,8と中央板部
9とよりなる側面視コ字状に形成されている。側
板部8には、基準線Aよりも一方側(第2図の下
方側)に支持部10が形成されており、この支持
部10の先端は、支柱本体3の外径と同一径で且
つ角度Bの約2倍の角度の中心角を有する円弧状
の当接面10aに形成され、支柱本体3の外周面
に当接している。側板部8の基準線Aよりも他方
側、つまり支持部10と反対側は、基準線Aに垂
直な先端部11aと、これに続くアール状のアー
ル状部11bに形成されている。また、上方の側
板部8には、フランジ部材4から側板部8を離す
ためのスペーサー部11cがプレス成形されてい
る。側板部8には、基準線Aよりも支持部10側
へ角度Bだけ転して偏倚した位置に係合孔12が
設けられており、これら係合孔12,7,12に
わたつて楔13が挿入されて打込まれている。
On the other hand, as clearly shown in FIG. 3, the connecting portion 6 is formed into a U-shape in side view, consisting of upper and lower side plate portions 8, 8 and a central plate portion 9. A support portion 10 is formed on the side plate portion 8 on one side of the reference line A (lower side in FIG. 2), and the tip of this support portion 10 has the same diameter as the outer diameter of the column main body 3. The contact surface 10a is formed into an arcuate shape having a central angle approximately twice the angle B, and is in contact with the outer peripheral surface of the support main body 3. The other side of the side plate part 8 from the reference line A, that is, the side opposite to the support part 10, is formed with a tip part 11a perpendicular to the reference line A and a rounded part 11b following the tip part 11a. Furthermore, a spacer portion 11c for separating the side plate portion 8 from the flange member 4 is press-molded on the upper side plate portion 8. The side plate portion 8 is provided with an engagement hole 12 at a position shifted by an angle B toward the support portion 10 from the reference line A, and a wedge 13 is provided across these engagement holes 12, 7, and 12. has been inserted and typed.

この楔13によつて、両側板部8,8は支柱本
体3の側へ強く引きつけられ、それぞれの当接面
10a,10aが支柱本体3の外周面に当接して
強固に連結されている。つまり、横ステー2に外
部から作用する鉛直面内での回転力に対しては、
フランジ部材4を挟んで接続部6の上下2個所が
支柱本体3に当接して規制され、水平面内での回
転力に対しては、楔13と点Pとを結ぶ仮想線C
を挟んで水平方向に長い当接面10aが支柱本体
3に当接して規制されている。したがつて、横ス
テー2がいずれの方向へ回転しようとしてもそれ
を阻止する強い固定力が作用するので、この連結
部分は剛節的な性質を有しているということがで
きる。したがつて上述の実施例の部材連結装置を
用いて仮設足場を構成すると、少数の横ステー2
によつても強固な足場とすることができ、特に狭
い場所において使用される一側足場をも強固に構
成することができ、別のステー等を要せず作業が
著しく容易なものとなる。
By this wedge 13, both side plate parts 8, 8 are strongly attracted to the side of the column main body 3, and the respective contact surfaces 10a, 10a abut against the outer circumferential surface of the column main body 3, and are firmly connected. In other words, for the rotational force in the vertical plane that acts on the horizontal stay 2 from the outside,
The two upper and lower parts of the connection part 6 are in contact with the support main body 3 with the flange member 4 in between, and the rotational force in the horizontal plane is regulated by an imaginary line C connecting the wedge 13 and the point P.
A horizontally long abutting surface 10a that is sandwiched therebetween is in contact with and regulated by the support main body 3. Therefore, no matter which direction the horizontal stay 2 attempts to rotate, a strong fixing force is applied to prevent it from rotating, so this connecting portion can be said to have rigid joint properties. Therefore, when a temporary scaffold is constructed using the member connecting device of the above embodiment, a small number of horizontal stays 2
This also makes it possible to make a strong scaffold, and in particular, even a one-sided scaffold used in a narrow place can be made strong, and the work becomes extremely easy without the need for a separate stay or the like.

上述の横ステー2を取外すには、楔13を抜
き、横ステー2を水平方向で且つ支持部10のあ
る方向へ引張ることによつて簡単に取外すことが
でき、また横ステー2を取付けて支柱1に連結す
るにはこの逆を行えばよい。つまり、接続部6は
その先端の当接面10aが支柱本体3の外周面方
向に線接触するにもかかわらず、当接面10aが
基準線Aよりも一方側のみにあるので、横ステー
2の両端の支柱本体3,3間への取付け取外しが
容易に行えるのである。しかも、基準線A上に横
ステー2が配置されると共に、基準線Aの近辺に
おいても当接面10aと支柱本体3とが当接して
いるので、基準線Aの方向の引き付け力が強く、
横ステー2の本来の機能を損なわない。
To remove the above-mentioned horizontal stay 2, remove the wedge 13 and pull the horizontal stay 2 horizontally and in the direction of the support section 10. To connect to 1, do the opposite. In other words, although the contact surface 10a at the tip of the connecting portion 6 makes line contact in the direction of the outer peripheral surface of the column main body 3, since the contact surface 10a is only on one side of the reference line A, the horizontal stay 2 It is easy to attach and detach between the support bodies 3 and 3 at both ends of the column. Moreover, since the horizontal stay 2 is arranged on the reference line A, and the contact surface 10a and the support main body 3 are in contact with each other near the reference line A, the attractive force in the direction of the reference line A is strong.
The original function of the horizontal stay 2 is not impaired.

また、当接面10aが周方向に長いので、側板
部8の板厚をも考慮すれば支柱本体3とは面接触
を行つていることとなり、支柱本体3に作用する
面圧が著しく低減するので、支柱本体3に用いる
円管の肉厚を薄いものとしても圧潰するおそれが
少なくなる。
Furthermore, since the abutment surface 10a is long in the circumferential direction, if the thickness of the side plate portion 8 is also considered, it will be in surface contact with the column main body 3, and the surface pressure acting on the column main body 3 will be significantly reduced. Therefore, even if the wall thickness of the circular tube used for the support main body 3 is thin, the risk of crushing is reduced.

本実施例においては、角度Bを30度としたが、
特にこれに限定されることはない。しかし、当接
面10aの中心角は90度程度以下とし、角度Bは
その1/2程度とするのが好ましい。支持部10は
基準線Aの近辺を境界として一方側に設ければよ
く、したがつて当接面10aは、基準線Aまで若
干不足しても、または若干越えることがあつても
差し支えない。支持部10の先端は円弧状の当接
面10aとしたが、多角形状の当接面でもよく、
当接面10aにローレツト加工等を施してすべり
止めとしてもよく、また当接面10aに有限個の
突起を設けてこの突起が支柱本体3に当接するよ
うにしてもよい。支柱本体3として、円管の外周
に補強用のリングが外嵌しているものでもよく、
このリングがフランジ部材4と一体になつている
ものでもよい。
In this example, the angle B was 30 degrees, but
It is not particularly limited to this. However, it is preferable that the central angle of the abutting surface 10a is about 90 degrees or less, and the angle B is about 1/2 of that. The support portion 10 may be provided on one side with the vicinity of the reference line A as a boundary, and therefore, there is no problem even if the contact surface 10a is slightly short of the reference line A or slightly exceeds the reference line A. Although the tip of the support portion 10 is an arcuate abutment surface 10a, it may be a polygonal abutment surface.
The abutting surface 10a may be knurled or the like to prevent slipping, or the abutting surface 10a may be provided with a finite number of protrusions so that these protrusions abut against the column body 3. The strut body 3 may be a circular tube with a reinforcing ring fitted around the outer periphery.
This ring may be integrated with the flange member 4.

本実施例においては、フランジ部材4に係合孔
7を4個設けたが、任意の個数でよい。例えば係
合孔7を基準線Aと対象位置にそれぞれ設けて8
個とし、横ステー2の両端の接続部6,6の同方
向に支持部10を設けて連結することができる。
また第4図に示すように、円形のフランジ部材4
aに係合孔7と異なる形状及び位置関係にも適当
な係合孔7a……を設けておき、他の横ステーの
ために使用することもできる。フランジ部材4を
支柱本体3に対して着脱可能なように構成しても
よい。接続部6は、管材5の両端に支持部10が
互いに反対方向になるように設けるか、又は上述
のように同方向に設けてもよい。しかし、接続部
6は管材5の一端のみに設け、他端には別の連続
部材を取付けるようにすることもできる。スペー
サー部11cは2個所以上設けてもく、または省
略することも可能である。管材5を、その軸線が
基準線Aからずれた状態で取付けるようにするこ
とも可能である。楔13の下端部に適当な突起を
形成し、係合孔7には挿脱可能であるが上方の係
合孔12からは抜けないようにすると、楔13を
紛失するおそれがなくなる。
In this embodiment, four engaging holes 7 are provided in the flange member 4, but any number may be used. For example, the engagement holes 7 are provided at the reference line A and the target position, respectively.
They can be connected by providing support parts 10 in the same direction of the connecting parts 6, 6 at both ends of the horizontal stay 2.
Further, as shown in FIG. 4, a circular flange member 4
It is also possible to provide suitable engagement holes 7a in shapes and positional relationships different from those of the engagement holes 7 in a, and use them for other horizontal stays. The flange member 4 may be configured to be detachable from the support main body 3. The connecting portions 6 may be provided at both ends of the tube material 5 so that the supporting portions 10 are in opposite directions, or may be provided in the same direction as described above. However, it is also possible to provide the connecting portion 6 only at one end of the tube 5 and to attach another continuous member to the other end. The spacer portions 11c may be provided at two or more locations, or may be omitted. It is also possible to install the tube 5 with its axis shifted from the reference line A. By forming a suitable protrusion on the lower end of the wedge 13 so that it can be inserted into and removed from the engagement hole 7 but cannot be removed from the upper engagement hole 12, there is no risk of the wedge 13 being lost.

(発明の効果) 本発明によれば、横ステーに外部から作用する
鉛直面内での回転力に対しては、支柱に突設した
フランジ部材を挟んで横ステーに突設した接続部
の上下2個所が支柱本体に当接して規制され、水
平面内での回転力に対しては、楔と支柱横断面中
心とを結ぶ仮想線Cを挟んで水平方向に長い少な
くとも2点の当接面が支柱本体に当接して規制さ
れ、したがつて横ステーがいずれかの方向へ回転
しようとしてもそれを阻止する強い固定力が作用
し、これがために少数の横ステーによつて強力な
足場を形成することができる。
(Effects of the Invention) According to the present invention, in response to a rotational force in a vertical plane that acts on the horizontal stay from the outside, the upper and lower connecting portions protruding from the horizontal stay sandwich the flange member protruding from the support. Two points are regulated by contacting the support body, and in response to rotational force in the horizontal plane, at least two long contact surfaces in the horizontal direction across the imaginary line C connecting the wedge and the center of the cross section of the support are regulated. It is regulated by coming into contact with the main body of the column, so even if the horizontal stay tries to rotate in either direction, a strong fixing force acts to prevent it, and this creates a strong foothold with a small number of horizontal stays. can do.

また本発明によれば、支柱の横断面の中心を通
り且つ横ステーの軸線と平行な仮想の線を基準線
Aとすれば、横ステーの接続部には、基準線Aの
近辺を境界として一方側のみに支持部が形成さ
れ、且つ上記楔は基準線Aよりも上記支持部側へ
偏倚した位置に設けられてなるため、横ステーの
取付け取外しが支持部側のある方向から水平方向
に横ステーを移動させることによつて簡単に行う
ことができる。
Further, according to the present invention, if the reference line A is an imaginary line that passes through the center of the cross section of the support and is parallel to the axis of the horizontal stay, then the connecting portion of the horizontal stay has a border near the reference line A. Since the support part is formed only on one side, and the wedge is provided at a position offset from the reference line A toward the support part side, the horizontal stay can be installed and removed from a certain direction on the support part side in the horizontal direction. This can be easily done by moving the horizontal stay.

しかも本発明によれば、横ステーは上記支柱の
横断面の中心を通る径方向線上に配置されると共
に、上記支持部の支柱への少なくとも2点の当接
面のうち1点は基準線A上またはその近辺に設け
られてなるため、上述のように横ステーの取付け
取り外しが容易であるにもかかわらず、取付け時
には基準線Aの方向、即ち横ステーを軸線方向に
支柱に強く引き付けて両者を強力に固定し、横ス
テーの本来の機能を損なうことは全くないという
効果がある。
Moreover, according to the present invention, the horizontal stay is arranged on a radial line passing through the center of the cross section of the support, and one of the at least two abutting surfaces of the support to the support is aligned with the reference line A. Although it is easy to install and remove the horizontal stay as described above, when installing it, the horizontal stay is strongly pulled to the support in the direction of reference line A, that is, in the axial direction. This has the effect of strongly fixing the lateral stay without impairing the original function of the lateral stay.

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

図面は本発明の実施例を示し、第1図は足場の
一部分を示す正面図、第2図は部材連結装置の平
面図、第3図は第2図の矢視部分断面図、第4
図はフランジ部材の他の実施例を示す平面図であ
る。 A……基準線、1……支柱、2……横ステー、
3……支柱本体、4,4a……フランジ部材、6
……接続部、7,7a,12……係合孔、10…
…支持部、10a……当接面、13……楔。
The drawings show an embodiment of the present invention, and FIG. 1 is a front view showing a part of the scaffold, FIG. 2 is a plan view of a member connecting device, FIG.
The figure is a plan view showing another embodiment of the flange member. A... Reference line, 1... Support, 2... Horizontal stay,
3... Support main body, 4, 4a... Flange member, 6
... Connection part, 7, 7a, 12 ... Engagement hole, 10 ...
...Support part, 10a...Abutting surface, 13...Wedge.

Claims (1)

【特許請求の範囲】 1 足場等の支柱は円管状の支柱本体に鍔状のフ
ランジ部材が取付けられており、上記支柱に連結
される横ステーには側面略コ字状の接続部が固着
されており、上記接続部が上記フランジ部材に跨
嵌するとともに上記フランジ部材及び上記接続部
にそれぞれ設けられた係合孔にわたつて楔を挿入
して連結する部材連結装置において、上記支柱の
横断面の中心を通る径方向線上に横ステーが配置
されると共に、上記支柱の横断面の中心を通り且
つ上記横ステーの軸線と平行な仮想の線を基準線
Aとし、上記接続部には、基準線Aの近辺を境界
として一方側のみに支持部が形成され、上記楔は
基準線Aよりも上記支持部側へ偏倚した位置に設
けられ、上記支持部は、上記楔と上記支柱の横断
面中心とを結ぶ仮想線Cを挟んで少なくとも2点
において上記支柱の外周面に当接すると共に、そ
の当接点の少なくとも1点は基準線A上またはそ
の近辺に設けられてなることを特徴とする足場等
の部材連結装置。 2 上記支持部の先端は、上記支柱本体の外周面
と同一形状の当接面に形成されてなる特許請求の
範囲第1項記載の足場等の部材連結装置。
[Scope of Claims] 1. A support for a scaffolding, etc. has a cylindrical support main body with a brim-like flange member, and a side stay connected to the support has a substantially U-shaped connection portion fixed to the side. In a member connecting device in which the connecting portion fits over the flange member and connects by inserting a wedge across engagement holes provided in the flange member and the connecting portion, respectively, the cross section of the support column is A horizontal stay is arranged on a radial line passing through the center of the support, and an imaginary line passing through the center of the cross section of the support and parallel to the axis of the horizontal stay is defined as a reference line A. A support part is formed only on one side with the vicinity of the line A as a boundary, the wedge is provided at a position offset toward the support part from the reference line A, and the support part is formed in a cross section of the wedge and the pillar. A scaffold that contacts the outer peripheral surface of the support at at least two points across an imaginary line C connecting the center, and at least one of the contact points is provided on or near the reference line A. etc. component connecting device. 2. The device for connecting members such as a scaffold according to claim 1, wherein the tip of the support portion is formed into an abutment surface having the same shape as the outer peripheral surface of the support main body.
JP22005883A 1983-11-22 1983-11-22 Member connecting apparatus of scaffold Granted JPS60112961A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22005883A JPS60112961A (en) 1983-11-22 1983-11-22 Member connecting apparatus of scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22005883A JPS60112961A (en) 1983-11-22 1983-11-22 Member connecting apparatus of scaffold

Related Child Applications (2)

Application Number Title Priority Date Filing Date
JP26903591A Division JPH0658008B2 (en) 1991-09-19 1991-09-19 Member connection device for scaffolding
JP26903691A Division JPH0658009B2 (en) 1991-09-19 1991-09-19 Member connection device for scaffolding

Publications (2)

Publication Number Publication Date
JPS60112961A JPS60112961A (en) 1985-06-19
JPH0220786B2 true JPH0220786B2 (en) 1990-05-10

Family

ID=16745273

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22005883A Granted JPS60112961A (en) 1983-11-22 1983-11-22 Member connecting apparatus of scaffold

Country Status (1)

Country Link
JP (1) JPS60112961A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0540193Y2 (en) * 1986-06-25 1993-10-13

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8112653U1 (en) * 1981-04-29 1981-11-05 Layher, Eberhard, 7129 Güglingen "FRAME ELEMENT"

Also Published As

Publication number Publication date
JPS60112961A (en) 1985-06-19

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