JP3631400B2 - Scaffolding frame connector - Google Patents

Scaffolding frame connector Download PDF

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Publication number
JP3631400B2
JP3631400B2 JP21699599A JP21699599A JP3631400B2 JP 3631400 B2 JP3631400 B2 JP 3631400B2 JP 21699599 A JP21699599 A JP 21699599A JP 21699599 A JP21699599 A JP 21699599A JP 3631400 B2 JP3631400 B2 JP 3631400B2
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Japan
Prior art keywords
building frame
scaffold building
pin
scaffold
connecting rod
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JP21699599A
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Japanese (ja)
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JP2001040871A (en
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壮平 高田
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Alinco Inc
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Alinco Inc
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Publication of JP2001040871A publication Critical patent/JP2001040871A/en
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Description

【0001】
【発明の属する技術分野】
本発明は、足場建枠によって枠組足場を仮設するにあたり、足場建枠相互を上下に接続するのに使用される連結具に関する。
【0002】
【従来の技術】
足場建枠は、左右一対の縦管と両縦管をつなぐ横管と縦横両管に亘って取り付けられる補強杆とからなるものであるが、これを順次組み立てて枠組足場を仮設するには、上下に対向する足場建枠相互を連結するための連結手段が必要となる。この連結手段として、上側足場建枠の縦管と下側足場建枠の縦管とに上下のピン部を差し込むようにした連結ピンが従来より使用されている。
【0003】
【発明が解決しようとする課題】
ところで、上記足場建枠には、相当古くからの規格品が使用されているため、足場建枠の高さが、平均身長が高くなっている近年の作業者の背丈に比べて可なり低く、従って作業者がヘルメットを被って枠組足場を通行する際に、そのヘルメットが足場建枠の横管に当たると云った不都合を生じている。このような不都合を解消するために、全て丈の高い足場建枠に作り替えようとすれば、その製作に莫大な費用がかかる上、現在使用している足場建枠が無駄になり、またその処分にも非常に困ることになる。
【0004】
そこで、本発明者は、足場建枠を上下に連結する連結ピンの長さを今まで使用していたものよりも長くしたロング連結ピンを使用することによって、枠組足場における各足場建枠の高さを高くすることを試みたが、そのようなロング連結ピンを使用した場合、連結ピンの長さが長くなることによって、足場としての支柱の座屈強度が低下すると云う新たな問題が生じている。これは、足場建枠に作用する荷重により、また連結ピンと足場建枠との嵌合上必要な隙間によって、連結ピンが揺動し、座屈が発生しやすい状況となるためである。
【0005】
本発明は、枠組足場における各足場建枠の高さが高くなるように上記のようなロング連結ピン(連結杆)を単体で使用するわけであるが、足場建枠に作用する荷重や連結ピンと足場建枠の縦管との嵌合隙間によって生ずる当該連結ピンの揺動を低減させ、枠組み足場全体の強度低下を抑制することのできる足場建枠用連結具を提供することを目的とする。
【0006】
【課題を解決するための手段】
請求項1に係る発明の足場建枠用連結具は、左右一対の縦管1,1と両縦管1,1をつなぐ横管2と縦横両管1,2に亘って取り付けられる補強杆3とからなる足場建枠a〜dを上下に連結すると共に、上側に連結される各足場建枠b〜dの高さを所要長さ高くするための連結具であって、上端部に上側足場建枠bの縦管1に差し込まれる上部連結ピン7bを形成し、下端部に下側足場建枠aの縦管1に差し込まれる下部連結ピン7aを形成した連結杆7からなり、この連結杆7には、上部連結ピン7bの側面より突出すると共にその側面から内部に退入自在な係合突起12と、この係合突起12と一体に形成されて連結杆7のレバー孔13から突出するレバー杆14とが設けられていると共に、係合突起12とレバー杆14とを一体形成した一体構造物15を係合突起12及びレバー杆14の突出方向に付勢させるU字状の板ばね16が内蔵され、且つ下部連結ピン7aの側面より突出する連結用突起18が設けられ、該連結用突起18をその突出方向に付勢するU字状の板ばね20が内蔵されてなり、この連結杆7には、更にこの連結杆7と、前後に対向して配置される足場建枠a〜dとの間に架け渡して前記連結杆7を補強する補強用筋かい8の端部を止着するための止着部を設け、前記補強用筋かい8の他端部はその一端部を止着する側の連結具4と前後に対向する側の連結具4によって連結される上側足場建枠bの縦管1の上端部に設けた止着部に止着するようにしてなることを特徴とする。
【0007】
請求項2は、請求項1に記載の足場建枠用連結具において、前記止着部は、補強用筋かい8の端部に設けられたピン孔9を挿通させるロック爪10a付きピン10からなることを特徴とする。
【0008】
【発明の実施の形態】
図1は、足場建枠a〜dが本発明に係る足場建枠用連結具4によって上下複数段に連結された状態を示す正面図、図2は、上下複数段に連結された足場建枠a〜dが前後方向に所定間隔おきに配設された状態を示す側面図であり、図3は本発明に係る足場建枠用連結具4を示す。図1及び図2に示すように、各足場建枠a〜dは、左右一対の縦管1,1と、両縦管1,1をつなぐ横管2と、縦管1と横管2とに亘って取り付けられる補強杆3とからなる。
【0009】
足場建枠用連結具4は、図3及び図4に示すように、上端部に上側足場建枠bの縦管1に差し込まれる上部連結ピン7bを形成し、下端部に下側足場建枠aの縦管1に差し込まれる下部連結ピン7aを形成した連結杆7からなり、この連結杆7の上端部には、この連結杆7と、前後に対向して配置される足場建枠a〜dとの間に架け渡して当該連結杆7を補強する補強用筋かい8の端部のピン孔9を挿通して止着するためのロック爪10a付きピン10(止着部)が、連結杆7の長手方向に直角に突設されている。
【0010】
上記足場建枠用連結具4について図3及び図4を参照して詳細に説明すると、連結杆7は、全体が上下に貫通する円管状本体5を有し、この円管状本体5の長さ方向中央部側に短管部材6が嵌合されて溶接により円管状本体5に一体的に固着され、この短管部材6の上端から上方に延びる円管状本体5の上方部分が上部連結ピン7bを形成し、短管部材6の下端から下方に延びる円管状本体5の下方部分が下部連結ピン7aを形成している。
【0011】
そして、上記短管部材6と上下連結ピン7a,7bとの間に外周段部11,12を形成し、図4に示すように、上部連結ピン7bが差し込まれる上側足場建枠aの縦管1はその下端面が上側の外周段部11に当接することによって位置決めされ、また下部連結ピン6bが差し込まれる下側足場建枠bの縦管1はその上端面が下側の外周段部12に当接することによって位置決めされる。
【0012】
また図4に示すように、各連結杆7には、上部連結ピン7bの側面より突出すると共にその側面から内部に退入自在な係合突起12と、この係合突起12と一体に形成されて連結杆7のレバー孔13から突出するレバー杆14とが設けられていると共に、係合突起12とレバー杆14とを一体形成した一体構造物15を係合突起12及びレバー杆14の突出方向に付勢させるU字状の板ばね16が内蔵されている。
【0013】
また、連結杆7の下端部には下部連結ピン7aの側面より突出する連結用突起18が設けられ、下側足場建枠bの縦管1の上端部には連結用突起18に係合する連結孔19が設けられ、該連結用突起18は、U字状の板ばね20によって互いに連結されていると共に、その板ばね20によって下部連結ピン7aの側面から突出付勢されている。
【0014】
連結杆7の上端部に突設されたピン10(止着部)は、ばね付勢式ロック爪10aを有するもので、このピン10に補強用筋かい8の一端部を止着するにあたっては、補強用筋かい8の端部のピン孔9を図3の実線で示す位置から連結杆7のピン10に押し込むように挿通させると、このピン孔9の挿通時にロック爪10aが引っ込み、ピン孔9が図3の仮想線図示及び図4の実線図示のようにピン10の根元まで入ると、ロック爪10aがばね付勢力で図示のようなロック位置に突出して補強用筋かい8の端部を止着する。この補強用筋かい8の他端部は、この補強用筋かい8の一端部を止着する側の足場建枠用連結具4と前後に対向する側の足場建枠用連結具4によって連結される上側足場建枠bの縦管1の上端部に設けてある同様なロック爪10a付きピン10に止着される(図5参照)。
【0015】
上記足場建枠用連結具4の寸法の一例を示せば、図3に示すように、連結杆7の全長Lは350mm、この連結杆7の上下端部に形成される上部連結ピン7b及び下部連結ピン7aのそれぞれの長さnは85mm、連結杆7の全長から上下両連結ピン7a,7bを除いた部分の長さ(短管部材6の長さ)mは180mmとされる。因みに、従来の連結ピンでは、その全長が例えば200mm、上下ピン部のそれぞれ長さが85mmで、上側ピン部と下側ピン部との間の長さが30mmであるから、本発明に係る連結杆7を使用すれば、従来の連結ピンの使用時よりも、足場建枠の高さを約150mm高くすることができる。
【0016】
上記のように構成される足場建枠用連結具4を使用して足場建枠a〜dを上下に連結するには、図3及び図4に示すように、先ず、連結杆7の下部連結ピン7aを下側足場建枠aの縦管1上端部に差し込む。この際、連結杆7の下部連結ピン7a側面から突出している連結用突起18を板ばね20に抗して内方へ押し込んだ状態で下部連結ピン7aを縦管1の上端部に差し込むと、連結杆7の下側外周段部12が縦管1の上端面に当接した位置で連結用突起18が縦管1上端部の連結孔19に係合し、それにより連結杆7の下部連結ピン7aが下側足場建枠aの縦管1にロックされて、足場建枠用連結具4が下側足場建枠aに固定される。尚、下部連結ピン7aを縦管1から抜き出す際には、連結用突起18は板ばね20の付勢力に抗して指で縦管1内に没入させて連結用突起18と縦管1との係合状態を解除させればよい。
【0017】
次に、上記のように下側足場建枠aに固定させた足場建枠用連結具4の連結杆7の上部連結ピン7bに、上側足場建枠bの縦管1を差し込む。この際、差し込み途上で係合突起12と一体のレバー杆14を作業者の足先で下方側に且つ退入方向に押圧することによって係合突起12が連結杆7の内部に退入することになるから、上側足場建枠bの縦管1下端部が連結杆7に挿入されるのを許し、しかして縦管1下端部の係合孔17に係合突起12が面する位置まで挿入されると、この係合突起12は板ばね16により付勢突出して係合孔17に係合し、連結杆7の上部連結ピン7bが上側足場建枠bの縦管1にロックされ、それによって上下の足場建枠a,bが互いに連結されることになる。以上は足場建枠a,b相互の連結について説明したが、足場建枠b〜d相互の連結についても上記と同様に行う。
【0018】
こうして足場建枠a〜dを足場建枠用連結具4によって上下複数段に連結すると共に、この上下複数段に連結した足場建枠a〜dを前後方向に複数組枠組みし、しかして図5に示すように前後に対向する各段の足場建枠a〜d相互間に補強用筋かい8をX字状に張架する。この場合、補強用筋かい8の一端部(ピン孔9)は、足場建枠用連結具4の連結杆7に設けてある止着部(ピン10)に止着し、その他端部(ピン孔)は、この補強用筋かい8の一端部を止着する側の足場建枠用連結具4と前後に対向する側の足場建枠用連結具4によって連結される足場建枠a〜dの縦管1の上端部に設けてある同様な止着部(ピン)に止着する。
【0019】
上記のようにして前後に対向する各段の足場建枠a〜d相互間に補強用筋かい8をX字状に張架した後、前後に対向する各段の足場建枠a〜d相互間における横管2,2に足場板21をフック22を介して架け渡す。尚、図1及び図2において、23及び24は根がらみ用単管で、足場建枠aの縦管1にそれぞれパイプクランプで取り付けられる。
【0020】
以上のように下側足場建枠aの縦管1上端部と上側足場建枠bの縦管1下端部とが足場建枠用連結具5により連結されることによって(他の足場建枠c,dについても同じ)、上側足場建枠bの高さが連結杆7の短管部材6長さ分だけ高くなる。この場合、短管部材6の長さが180mm程度、連結杆7の全長は350mm程度と従来の連結ピンに比べて相当長くなっているが、この足場建枠用連結具4の使用にあっては、足場建枠用連結具4の連結杆7と、前後に対向して配置される足場建枠との間に補強用筋かい8を架け渡すことによって、連結杆7を補強するようにしているから、足場建枠b〜dに作用する荷重や連結杆7と足場建枠a〜dの縦管1との嵌合隙間によって生ずる当該連結杆7の揺動を低減させ、それによって連結杆7の座屈を防止できると共に、枠組み足場全体の強度低下を抑制でき、それによってまた枠組み足場全体が構造的にきわめて安定したものとなり、使用上の安全が確保される。
【0021】
また、足場建枠用連結具4の連結杆7と、前後に対向して配置される足場建枠との間に補強用筋かい8を架け渡すにあたって、連結杆7の上端部側に止着部としてのロック爪10a付きピン10を突設し、このピン10に補強用筋かい8の一端部に設けてあるピン孔9を挿通させ、また補強用筋かい8の他端部はそのピン孔9を足場建枠a〜dの縦管1の上端部に設けてある同様なロック爪付きピンに挿通させるようにしているから、補強用筋かい8の架け渡し作業を簡単容易に行うことができると共に、補強用筋かい8の端部がその止着部から容易に外れることがなく、安全性を確保できる。
【0022】
また、以上の実施形態では、足場建枠用連結具4の上下連結ピン7a,7bを足場建枠a〜dの縦管1にそれぞれ差し込んだ状態でロックするロック手段についても説明しているが、このロック手段は一例を示したもので、これ以外のどのようなロック手段を使用してもよい。
【0023】
【発明の効果】
請求項1に係る発明の足場建枠用連結具は、上端部に上側足場建枠の縦管に差し込まれる上部連結ピンを形成し、下端部に下側足場建枠の縦管に差し込まれる下部連結ピンを形成した連結杆からなるもので、この連結杆に、この連結杆と、前後に対向して配置される足場建枠との間に架け渡して前記連結杆を補強する補強用筋かいの端部を止着するための止着部を設けているから、枠組足場における足場建枠の高さを高くすることができながら、連結杆と、前後に対向して配置される足場建枠との間に補強用筋かいを架け渡すことによって、足場建枠に作用する荷重や連結杆と足場建枠の縦管との嵌合隙間によって生ずる当該連結杆の揺動を低減させ、それによって連結杆の座屈を防止できると共に、枠組み足場全体の強度低下を抑制でき、それによってまた枠組み足場全体が構造的にきわめて安定したものとなり、使用上の安全を確保することができる。
【0024】
請求項2に記載のように、止着部が、補強用筋かいの端部に設けられたピン孔を挿通させるロック爪付きピンからなるため、連結杆への補強用筋かいの止着作業が簡単容易に行えると共に、補強用筋かいの端部がその止着部から容易に外れることがなく、安全性を確保できる。
【図面の簡単な説明】
【図1】足場建枠が本発明に係る足場建枠用連結具によって上下複数段に 連結された状態を示す正面図。
【図2】上下複数段に連結された足場建枠が前後方向に所定間隔おきに配 設された状態を示す側面図である。
【図3】足場建枠用連結具を示す拡大正面図である。
【図4】図1に矢印Aで囲まれる部分の足場建枠用連結具の一部断面拡大 正面図である。
【図5】足場建枠用連結具の連結杆と足場建枠の縦管とにわたって補強用筋かいが架け渡された状態を示す背面図である。
【符号の説明】
a,b,c,d 足場建枠
1 足場建枠の縦管
2 足場建枠の横管
3 補強杆
4 足場建枠用連結具
7 連結杆
7a 下部連結ピン
7b 上部連結ピン
8 補強用筋かい
9 ピン孔
10 ロック爪付きピン(止着部)
10a ロック爪
[0001]
BACKGROUND OF THE INVENTION
TECHNICAL FIELD The present invention relates to a connector used to connect scaffold building frames up and down when temporarily constructing a frame scaffold with a scaffold building frame.
[0002]
[Prior art]
The scaffolding frame consists of a pair of left and right vertical pipes, a horizontal pipe that connects both vertical pipes, and a reinforcing rod that is attached across the vertical and horizontal pipes. A connecting means for connecting the scaffolding frames facing vertically is necessary. As this connection means, a connection pin in which upper and lower pin portions are inserted into the vertical pipe of the upper scaffold building frame and the vertical pipe of the lower scaffold building frame has been conventionally used.
[0003]
[Problems to be solved by the invention]
By the way, since the above-mentioned scaffold building frame uses a standard product that is quite old, the height of the scaffold building frame is considerably lower than the height of recent workers whose average height is high, Therefore, when an operator wears a helmet and passes through the framework scaffold, there is a disadvantage that the helmet hits the horizontal pipe of the scaffold building frame. In order to eliminate such inconvenience, if it is going to be rebuilt to a tall scaffolding frame, the production cost will be enormous and the scaffolding frame currently used will be wasted. Disposal is also very troublesome.
[0004]
Therefore, the present inventor uses a long connection pin that is longer than the length of the connection pin that connects the scaffold building frame up and down, thereby increasing the height of each scaffold building frame in the frame scaffold. However, when such a long connecting pin is used, the length of the connecting pin becomes longer, which causes a new problem that the buckling strength of the support pillar as a scaffold is lowered. Yes. This is because the connecting pin swings due to a load acting on the scaffold building frame and a gap necessary for fitting between the connecting pin and the scaffold building frame, and buckling is likely to occur.
[0005]
In the present invention, the long connecting pins (connecting rods) as described above are used alone so that the height of each scaffold building frame in the framework scaffold is increased. An object of the present invention is to provide a scaffold building frame connector that can reduce the swing of the connecting pin caused by the fitting gap between the scaffold building frame and the vertical pipe, and can suppress a decrease in strength of the entire framework scaffold.
[0006]
[Means for Solving the Problems]
The scaffold building frame connector according to the first aspect of the present invention is a reinforcing rod 3 attached over a pair of left and right vertical tubes 1, 1 and a horizontal tube 2 connecting both vertical tubes 1, 1 and both vertical and horizontal tubes 1, 2. Is a connecting tool for vertically increasing the height of each scaffold building frame b to d connected to the upper side, the upper scaffolding on the upper end. forming an upper connecting pin 7b to be inserted into the vertical tube 1 Kenwaku b, it consists connecting rod 7 to form a lower connecting pin 7a to be inserted into the vertical pipe 1 of the lower scaffold Kenwaku a the lower end, the connecting rod 7, which protrudes from the side surface of the upper connecting pin 7 b and can be retracted into the inside from the side surface, and is formed integrally with the engaging protrusion 12 and protrudes from the lever hole 13 of the connecting rod 7. The lever rod 14 is provided, and the engaging projection 12 and the lever rod 14 are integrally formed. A U-shaped leaf spring 16 for urging the integrated structure 15 in the protruding direction of the engaging protrusion 12 and the lever rod 14 is provided, and a connecting protrusion 18 protruding from the side surface of the lower connecting pin 7a is provided. A U-shaped leaf spring 20 for urging the connecting protrusion 18 in the protruding direction is incorporated, and the connecting rod 7 is further provided with a scaffolding frame disposed opposite to the connecting rod 7 in the front-rear direction. A fastening portion is provided to fasten the end of the reinforcing brace 8 that spans between ad and reinforces the connecting rod 7, and the other end of the reinforcing brace 8 is one end thereof. It attaches to the fastening part provided in the upper end part of the vertical pipe 1 of the upper scaffold building frame b connected by the connection tool 4 of the side which opposes the part and the connection tool 4 of the side facing front and back. It is characterized by that.
[0007]
The second aspect of the present invention is the scaffold building frame connector according to the first aspect, wherein the fastening portion is from a pin 10 with a lock claw 10a through which a pin hole 9 provided at an end of the reinforcing brace 8 is inserted. It is characterized by becoming.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
FIG. 1 is a front view showing a state in which scaffold building frames a to d are connected to a plurality of upper and lower stages by a scaffold building frame connector 4 according to the present invention, and FIG. 2 is a scaffold building frame connected to a plurality of upper and lower stages. FIG. 3 is a side view showing a state in which a to d are arranged at predetermined intervals in the front-rear direction, and FIG. 3 shows a scaffold building frame connector 4 according to the present invention. As shown in FIGS. 1 and 2, each scaffold building frame a to d includes a pair of left and right vertical tubes 1, 1, a horizontal tube 2 connecting both vertical tubes 1, 1, a vertical tube 1 and a horizontal tube 2. It consists of the reinforcement rod 3 attached over.
[0009]
As shown in FIGS. 3 and 4, the scaffold building frame connector 4 is formed with an upper connection pin 7 b inserted into the vertical pipe 1 of the upper scaffold building frame b at the upper end portion, and with the lower scaffold building frame at the lower end portion. It consists of the connecting rod 7 which formed the lower connecting pin 7a inserted in the vertical pipe 1 of a, and the upper end part of this connecting rod 7 is opposite to this connecting rod 7, and the scaffolding building frame a- A pin 10 (fastening portion) with a locking claw 10a for fastening through a pin hole 9 at the end of a reinforcing brace 8 that reinforces the connecting rod 7 spanning between d and the connecting rod 7 is connected. It protrudes perpendicularly to the longitudinal direction of the flange 7.
[0010]
The scaffold building frame connector 4 will be described in detail with reference to FIG. 3 and FIG. 4. The connecting rod 7 has a circular tubular body 5 that vertically penetrates the entire length. The short tube member 6 is fitted to the central portion in the direction, and is integrally fixed to the tubular body 5 by welding, and the upper portion of the tubular body 5 extending upward from the upper end of the short tube member 6 is the upper connecting pin 7b. The lower portion of the tubular body 5 extending downward from the lower end of the short tube member 6 forms a lower connecting pin 7a.
[0011]
And the outer periphery step part 11 and 12 is formed between the said short pipe member 6 and the upper and lower connection pins 7a and 7b, and as shown in FIG. 4, the vertical pipe of the upper scaffold building frame a into which the upper connection pin 7b is inserted. 1 is positioned by abutting the lower end surface thereof on the outer peripheral step portion 11 on the upper side, and the vertical pipe 1 of the lower scaffold building frame b into which the lower connecting pin 6b is inserted is the outer peripheral step portion 12 having the upper end surface on the lower side. It is positioned by abutting on.
[0012]
As shown in FIG. 4, each connecting rod 7 is formed integrally with an engaging protrusion 12 that protrudes from the side surface of the upper connecting pin 7 b and is retractable into the inside from the side surface. And a lever rod 14 projecting from the lever hole 13 of the coupling rod 7, and an integral structure 15 in which the engagement projection 12 and the lever rod 14 are integrally formed is projected from the engagement projection 12 and the lever rod 14. A U-shaped leaf spring 16 for biasing in the direction is incorporated.
[0013]
Further, a connecting projection 18 protruding from the side surface of the lower connecting pin 7a is provided at the lower end portion of the connecting rod 7, and the upper end portion of the vertical pipe 1 of the lower scaffold building frame b is engaged with the connecting projection 18. A connection hole 19 is provided, and the connection protrusions 18 are connected to each other by a U-shaped plate spring 20 and are urged and projected from the side surface of the lower connection pin 7 a by the plate spring 20.
[0014]
A pin 10 (fastening portion) protruding from the upper end portion of the connecting rod 7 has a spring-biased locking claw 10a. When the end portion of the reinforcing brace 8 is fastened to the pin 10, the pin 10 is fixed. When the pin hole 9 at the end of the reinforcing brace 8 is inserted so as to be pushed into the pin 10 of the connecting rod 7 from the position indicated by the solid line in FIG. 3, the lock claw 10a is retracted when the pin hole 9 is inserted, When the hole 9 enters the base of the pin 10 as shown in the phantom line of FIG. 3 and the solid line of FIG. 4, the lock claw 10a protrudes to the lock position as shown by the spring biasing force, and the end of the reinforcing brace 8 Fasten the part. The other end portion of the reinforcing brace 8 is connected by the scaffold building frame connector 4 on the side where the one end portion of the reinforcing brace 8 is fastened to the scaffold building frame connector 4 on the opposite side. Is fixed to a similar pin 10 with a lock claw 10a provided at the upper end of the vertical pipe 1 of the upper scaffold building frame b (see FIG. 5).
[0015]
If an example of the dimension of the said scaffold building frame connector 4 is shown, as shown in FIG. 3, the total length L of the connecting rod 7 is 350 mm, and the upper connecting pin 7b and the lower portion formed at the upper and lower ends of the connecting rod 7 The length n of each of the connecting pins 7a is 85 mm, and the length of the portion excluding the upper and lower connecting pins 7a and 7b from the entire length of the connecting rod 7 (the length of the short tube member 6) m is 180 mm. Incidentally, in the conventional connecting pin, the total length is, for example, 200 mm, the length of each of the upper and lower pin portions is 85 mm, and the length between the upper pin portion and the lower pin portion is 30 mm. If the heel 7 is used, the height of the scaffold building frame can be increased by about 150 mm compared to when using the conventional connecting pin.
[0016]
In order to connect the scaffold building frames a to d up and down using the scaffold building frame connector 4 configured as described above, first, as shown in FIG. 3 and FIG. The pin 7a is inserted into the upper end of the vertical pipe 1 of the lower scaffold building frame a. At this time, when the lower connecting pin 7a is inserted into the upper end portion of the vertical tube 1 in a state where the connecting protrusion 18 protruding from the side surface of the lower connecting pin 7a of the connecting rod 7 is pushed inward against the leaf spring 20, The connecting projection 18 engages with the connecting hole 19 in the upper end portion of the vertical tube 1 at the position where the lower outer peripheral step portion 12 of the connecting rod 7 contacts the upper end surface of the vertical tube 1, thereby the lower connection of the connecting rod 7. The pin 7a is locked to the vertical pipe 1 of the lower scaffold building frame a, and the scaffold building frame connector 4 is fixed to the lower scaffold building frame a. When the lower connecting pin 7a is extracted from the vertical tube 1, the connecting projection 18 is immersed in the vertical tube 1 with a finger against the urging force of the leaf spring 20, and the connecting projection 18 and the vertical tube 1 The engagement state may be released.
[0017]
Next, the vertical pipe 1 of the upper scaffold building frame b is inserted into the upper coupling pin 7b of the coupling rod 7 of the scaffold building frame connector 4 fixed to the lower scaffold building frame a as described above. At this time, the engaging projection 12 is retracted into the connecting rod 7 by pressing the lever rod 14 integrated with the engaging projection 12 downward with the operator's foot in the retraction direction during insertion. Therefore, the lower end portion of the vertical pipe 1 of the upper scaffold building frame b is allowed to be inserted into the connecting rod 7, and is inserted until the engagement projection 12 faces the engagement hole 17 at the lower end portion of the vertical pipe 1. Then, the engaging protrusion 12 is urged and projected by the leaf spring 16 to engage with the engaging hole 17, and the upper connecting pin 7b of the connecting rod 7 is locked to the vertical pipe 1 of the upper scaffold building frame b, Thus, the upper and lower scaffold building frames a and b are connected to each other. The above description has been made on the mutual connection of the scaffolding frames a and b.
[0018]
In this way, the scaffold building frames a to d are connected to a plurality of upper and lower stages by the scaffold building frame connector 4, and a plurality of scaffold building frames a to d connected to the upper and lower stages are framed in the front-rear direction. As shown in Fig. 2, reinforcing braces 8 are stretched in an X shape between the scaffolding frames a to d at the respective stages facing each other in the front-rear direction. In this case, one end portion (pin hole 9) of the reinforcing brace 8 is fastened to a fastening portion (pin 10) provided in the connecting rod 7 of the scaffold building frame connector 4, and the other end portion (pin). The holes) are scaffold building frames a to d which are connected by the scaffold building frame connector 4 on the side to which one end of the reinforcing brace 8 is fastened and the scaffold building frame connector 4 on the opposite side. It fastens to the same fastening part (pin) provided at the upper end of the vertical pipe 1.
[0019]
As described above, the reinforcing brace 8 is stretched in an X-shape between the scaffolding frames a to d at each step facing the front and back, and then the scaffolding frames a to d at each step facing the front and back. The scaffolding plate 21 is bridged via the hook 22 between the horizontal tubes 2 and 2 therebetween. In FIGS. 1 and 2, reference numerals 23 and 24 denote single pipes for rooting, which are each attached to the vertical pipe 1 of the scaffold building frame a by pipe clamps.
[0020]
As described above, the upper end of the vertical pipe 1 of the lower scaffold building frame a and the lower end of the vertical pipe 1 of the upper scaffold building frame b are connected by the scaffold building frame connector 5 (other scaffold building frames c). , D), the height of the upper scaffold building frame b is increased by the length of the short pipe member 6 of the connecting rod 7. In this case, the length of the short tube member 6 is about 180 mm, and the total length of the connecting rod 7 is about 350 mm, which is considerably longer than the conventional connecting pin. Is to reinforce the connecting rod 7 by bridging the reinforcing brace 8 between the connecting rod 7 of the scaffold building frame connector 4 and the scaffold building frame arranged opposite to the front and rear. Therefore, the load acting on the scaffolding building frames b to d and the swinging of the coupling rod 7 caused by the fitting gap between the coupling rods 7 and the vertical pipes 1 of the scaffolding building frames a to d are reduced. 7 can be prevented, and a decrease in strength of the entire frame scaffold can be suppressed, which also makes the entire frame scaffold structurally extremely stable and secures safety in use.
[0021]
In addition, when the reinforcing brace 8 is bridged between the connecting rod 7 of the scaffold building frame connector 4 and the scaffold building frame arranged facing the front and rear, it is fixed to the upper end side of the connecting rod 7. A pin 10 with a lock claw 10a as a portion is protruded, and a pin hole 9 provided at one end of the reinforcing brace 8 is inserted into the pin 10, and the other end of the reinforcing brace 8 is the pin Since the hole 9 is inserted into a similar pin with a locking claw provided in the upper end portion of the vertical pipe 1 of the scaffold building frames a to d, the bridging work of the reinforcing brace 8 can be performed easily and easily. In addition, the end of the reinforcing brace 8 is not easily detached from the fastening portion, and safety can be ensured.
[0022]
Moreover, although the above embodiment also demonstrated the locking means which locks in the state which inserted the vertical connection pins 7a and 7b of the scaffold building frame coupling tool 4 into the vertical pipes 1 of the scaffold building frames a to d, respectively. This locking means is only an example, and any other locking means may be used.
[0023]
【The invention's effect】
The connecting device for a scaffold building frame of the invention according to claim 1 has an upper connecting pin inserted into the vertical pipe of the upper scaffold building frame at the upper end portion, and a lower portion inserted into the vertical tube of the lower scaffold building frame at the lower end portion. Reinforcing brace that reinforces the connecting rod by spanning between the connecting rod and a scaffolding frame arranged opposite to the front and rear. Since the fixing part for fixing the end part of the frame is provided, the height of the scaffolding frame in the framed scaffolding can be increased, while the scaffolding frame arranged facing the connecting rod and the front and rear By laying a reinforcing brace between and the frame, the load acting on the scaffolding frame and the swinging of the coupling rod caused by the fitting gap between the coupling rod and the vertical pipe of the scaffolding frame are reduced, thereby While preventing buckling of the connecting rod, it is possible to suppress a decrease in strength of the entire framework scaffold, Or whole framework scaffold by Les structurally becomes that highly stable, it is possible to ensure the safety of the use.
[0024]
As described in claim 2, since the fastening portion is composed of a pin with a lock claw for inserting a pin hole provided at an end of the reinforcing brace, the fastening operation of the reinforcing brace to the connecting rod is performed. Can be easily and easily performed, and the end of the reinforcing brace is not easily detached from the fastening portion, thereby ensuring safety.
[Brief description of the drawings]
FIG. 1 is a front view showing a state in which a scaffold building frame is connected to a plurality of upper and lower stages by a scaffold building frame connector according to the present invention.
FIG. 2 is a side view showing a state in which scaffold building frames connected to a plurality of upper and lower stages are arranged at predetermined intervals in the front-rear direction.
FIG. 3 is an enlarged front view showing a scaffold building frame connector.
4 is an enlarged front view of a part of the scaffold building frame connector in a part surrounded by an arrow A in FIG. 1. FIG.
FIG. 5 is a rear view showing a state in which a reinforcing brace is stretched over the connecting rod of the scaffold building frame connector and the vertical pipe of the scaffold building frame.
[Explanation of symbols]
a, b, c, d Scaffolding frame 1 Scaffolding frame vertical pipe 2 Scaffolding frame horizontal pipe 3 Reinforcement rod 4 Scaffolding frame connector 7 Linkage rod 7a Lower connection pin 7b Upper connection pin 8 Reinforcing brace 9 Pin hole 10 Pin with lock claw (fastening part)
10a Lock claw

Claims (2)

左右一対の縦管と両縦管をつなぐ横管と縦横両管に亘って取り付けられる補強杆とからなる足場建枠を上下に連結すると共に、上側に連結される各足場建枠の高さを所要長さ高くするための連結具であって、上端部に上側足場建枠の縦管に差し込まれる上部連結ピンを形成し、下端部に下側足場建枠の縦管に差し込まれる下部連結ピンを形成した連結杆からなり、この連結杆には、上部連結ピンの側面より突出すると共にその側面から内部に退入自在な係合突起と、この係合突起と一体に形成されて連結杆のレバー孔から突出するレバー杆とが設けられていると共に、係合突起とレバー杆とを一体形成した一体構造物を係合突起及びレバー杆の突出方向に付勢させるU字状の板ばねが内蔵され、且つ下部連結ピンの側面より突出する連結用突起が設けられ、該連結用突起をその突出方向に付勢するU字状の板ばねが内蔵されてなり、この連結杆には、更にこの連結杆と、前後に対向して配置される足場建枠との間に架け渡して前記連結杆を補強する補強用筋かいの端部を止着するための止着部を設け、前記補強用筋かいの他端部はその一端部を止着する側の連結具と前後に対向する側の連結具によって連結される上側足場建枠の縦管の上端部に設けた止着部に止着するようにしてなる足場建枠用連結具。The scaffolding frame consisting of a pair of left and right vertical pipes, a horizontal pipe connecting the vertical pipes and a reinforcing rod attached across the vertical and horizontal pipes is connected up and down, and the height of each scaffold building frame connected to the upper side is It is a connecting tool for increasing the required length, and an upper connecting pin inserted into the vertical pipe of the upper scaffold building frame is formed at the upper end portion, and a lower connecting pin inserted into the vertical pipe of the lower scaffold building frame at the lower end portion. The connecting rod is formed with an engaging protrusion that protrudes from the side surface of the upper connecting pin and is retractable from the side surface, and is formed integrally with the engaging protrusion. A U-shaped leaf spring that is provided with a lever rod projecting from the lever hole and urges an integral structure integrally formed with the engagement projection and the lever rod in the projecting direction of the engagement projection and the lever rod. Built-in projection that protrudes from the side of the lower coupling pin Is provided, U-shaped plate spring that urges the coupling projections on its projecting direction is built, this connecting rod, further and the connecting rod, the scaffold construction are arranged to face the front and rear A fastening portion is provided for fastening the end of the reinforcing brace that spans between the frame and reinforces the connecting rod, and the other end of the reinforcing brace attaches one end thereof. A scaffold building frame connector configured to be fixed to a fixing portion provided at an upper end portion of a vertical pipe of an upper scaffold building frame that is connected to a side connector in front and back. 前記止着部は、補強用筋かいの端部に設けられたピン孔を挿通させるロック爪付きピンからなる請求項1に記載の足場建枠用連結具。2. The scaffold building frame connector according to claim 1, wherein the fastening portion is a pin with a lock claw through which a pin hole provided in an end portion of a reinforcing brace is inserted.
JP21699599A 1999-07-30 1999-07-30 Scaffolding frame connector Expired - Fee Related JP3631400B2 (en)

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JP21699599A JP3631400B2 (en) 1999-07-30 1999-07-30 Scaffolding frame connector

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Application Number Priority Date Filing Date Title
JP21699599A JP3631400B2 (en) 1999-07-30 1999-07-30 Scaffolding frame connector

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JP2001040871A JP2001040871A (en) 2001-02-13
JP3631400B2 true JP3631400B2 (en) 2005-03-23

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Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4020894B2 (en) * 2004-07-08 2007-12-12 アルインコ株式会社 Aluminum scaffolding and scaffolding equipment
CN109184183B (en) * 2018-09-05 2021-06-01 天长市华利机械实业有限公司 Scaffold connecting assembly
CN113202275B (en) * 2021-05-07 2022-05-31 中交一公局集团有限公司 Coiled buckle support for continuous beam construction

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