JP2001040871A - Coupling device for scaffold building frame - Google Patents

Coupling device for scaffold building frame

Info

Publication number
JP2001040871A
JP2001040871A JP11216995A JP21699599A JP2001040871A JP 2001040871 A JP2001040871 A JP 2001040871A JP 11216995 A JP11216995 A JP 11216995A JP 21699599 A JP21699599 A JP 21699599A JP 2001040871 A JP2001040871 A JP 2001040871A
Authority
JP
Japan
Prior art keywords
pin
scaffolding
scaffolding frame
frame
connecting rod
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.)
Granted
Application number
JP11216995A
Other languages
Japanese (ja)
Other versions
JP3631400B2 (en
Inventor
Sohei Takada
壮平 高田
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.)
Alinco Inc
Original Assignee
Alinco Inc
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 Alinco Inc filed Critical Alinco Inc
Priority to JP21699599A priority Critical patent/JP3631400B2/en
Publication of JP2001040871A publication Critical patent/JP2001040871A/en
Application granted granted Critical
Publication of JP3631400B2 publication Critical patent/JP3631400B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a coupling device for scaffold building frame capable of restricting a decrease in the strength in the whole of a framework scaffold by decreasing the oscillation of a coupling pin caused by a load acting to the scaffold building frame or fitting gap between the coupling pin and the scaffold building frame. SOLUTION: This coupling device for scaffold building frame is a coupling device for coupling scaffold building frames a, b up and down and also for increasing a height of the scaffold building frame b to be coupled to the upper side, an upper coupling pin 7b to be inserted to a vertical pipe 1 of the upper side scaffold building frame b is formed at the upper end portion, and a lower end portion comprises a coupling rod 7 forming a bottom coupling pin 7a to be inserted to a vertical pipe 1 of the lower side scaffold building frame a, and this coupling rod 7 is provided with a securing portion 10 for securing the end portion of reinforcing braces 8 for reinforcing the coupling rod 7 by erecting and crossing between the scaffold building frames a to d arranged by facing the coupling rod 7 from the front and rear.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[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。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting tool used to connect scaffolding frames vertically to each other when a framed scaffold is temporarily provided by the scaffolding frames.

【0002】[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。
2. Description of the Related Art A scaffold building frame is composed of a pair of left and right vertical tubes, a horizontal tube connecting both vertical tubes, and a reinforcing rod attached to both the vertical and horizontal tubes. For temporary installation, connecting means for connecting the vertically opposed scaffolding frames is required. As this connection means,
Conventionally, connecting pins in which upper and lower pin portions are inserted into a vertical pipe of an upper scaffolding frame and a vertical pipe of a lower scaffolding frame have been used.

【0003】[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。
By the way, since the above scaffolding frame uses a considerably old standard product,
The height of the scaffolding frame is considerably lower than the height of recent workers whose average height has been increased, so that when the worker wears a helmet and passes through the framework scaffold, the helmet is attached to the scaffolding frame. The problem is that it hits the horizontal tube. If it is attempted to rebuild all tall scaffolding frames to eliminate such inconveniences, the production of such scaffolding would be enormous, and the scaffolding frames currently in use would be wasted. It will be very troublesome for disposal.

【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。
Therefore, the present inventor has proposed that each of the scaffolds in the frame scaffold is constructed by using the long connecting pins for connecting the scaffolding frames vertically, which are longer than those used up to now. An attempt was made to increase the height of the frame, but when such a long connecting pin was used, a new problem that the buckling strength of the pillar as a scaffold was reduced due to the increase in the length of the connecting pin. Has occurred. This is because the connection pin swings due to a load acting on the scaffolding frame and a gap required for fitting between the connection pin and the scaffolding frame, and buckling is likely to occur.

【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。
According to the present invention, the above-described long connecting pin (connecting rod) is used alone so that the height of each scaffolding frame in the framed scaffold is increased. However, a load acting on the scaffolding frame is used. To provide a connecting device for a scaffolding frame capable of reducing the swing of the connecting pin caused by the fitting gap between the connecting pin and the vertical pipe of the scaffolding frame, and suppressing a decrease in the strength of the entire framework scaffold. And

【0006】[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、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
を設けてなることを特徴とする。
According to a first aspect of the present invention, there is provided a connecting device for a scaffolding frame, comprising: a pair of right and left vertical tubes;
The scaffolding frames a to d, which are composed of a horizontal pipe 2 connecting the first and second reinforcing pipes 3 attached to the vertical and horizontal pipes 1 and 2, are vertically connected, and each of the scaffolding frames b to d connected to the upper side is connected. A connecting tool for increasing the height to a required length, wherein an upper connecting pin 7b is formed at the upper end to be inserted into the vertical pipe 1 of the upper scaffolding frame b, and the lower end of the lower scaffolding frame a is formed at the lower end. It comprises a connecting rod 7 having a lower connecting pin 7a inserted into the pipe 1. The connecting rod 7 is connected between the connecting rod 7 and scaffolding frames a to d arranged to face each other. It is characterized in that a fastening portion for fastening an end of a reinforcing brace 8 for extending the connecting rod 7 and reinforcing the connecting rod 7 is provided.

【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。
According to a second aspect of the present invention, in the connecting device for a scaffolding frame according to the first aspect, the fastening portion has a lock claw 10a for inserting a pin hole 9 provided at an end of a reinforcing brace 8. It is characterized by comprising a pin 10.

【0008】[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。
FIG. 1 is a front view showing a state in which scaffolding frames a to d are connected in a plurality of upper and lower stages by a scaffolding frame connecting tool 4 according to the present invention. FIG. Is a side view showing a state in which scaffolding frames a to d are arranged at predetermined intervals in the front-rear direction, and FIG. 3 shows a scaffolding frame connecting device 4 according to the present invention. As shown in FIGS. 1 and 2, each of the scaffolding frames a to d includes a pair of left and right vertical tubes 1, 1 and both vertical tubes 1, 1.
1 and a reinforcing rod 3 attached to the vertical pipe 1 and the horizontal pipe 2.

【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。
As shown in FIGS. 3 and 4, the scaffolding frame connecting member 4 has an upper connecting pin 7b formed at the upper end thereof to be inserted into the vertical pipe 1 of the upper scaffolding frame b, and a lower side formed at the lower end. A connecting rod 7 having a lower connecting pin 7a inserted into the vertical tube 1 of the scaffolding frame a is provided at an upper end portion of the connecting rod 7 with the connecting rod 7 and a scaffolding structure disposed to face the front and rear. A pin 10 with a locking claw 10a for fastening by inserting a pin hole 9 at an end of a reinforcing bracing 8 that extends between the frames a to d and reinforces the connecting rod 7 (fastening portion). Are projected at right angles to the longitudinal direction of the connecting rod 7.

【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。
Referring to FIGS. 3 and 4, the connecting member 4 for a scaffolding frame will be described in detail. The connecting rod 7 has a tubular body 5 entirely penetrating vertically.
A short pipe member 6 is fitted to the central portion in the length direction and is integrally fixed to the tubular main body 5 by welding, and an upper portion of the tubular main body 5 extending upward from an upper end of the short pipe member 6 has an upper portion. The connecting pin 7b is formed, and the lower part of the tubular body 5 extending downward from the lower end of the short pipe member 6 forms the lower connecting pin 7a.

【0011】そして、上記短管部材6と上下連結ピン7
a,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6
b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。
The short pipe member 6 and the upper and lower connecting pins 7
As shown in FIG. 4, the vertical pipe 1 of the upper scaffolding frame a into which the upper connecting pin 7b is inserted has an outer peripheral step having an upper end on the upper side. 11 and the lower connecting pin 6
The vertical pipe 1 of the lower scaffolding frame “b” into which “b” is to be inserted is positioned by its upper end surface being in contact with the lower outer peripheral step portion 12.

【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1
2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。
As shown in FIG. 4, each connecting rod 7 has
An engagement protrusion 12 protruding from the side surface of the upper connecting pin 7b and capable of retracting into the inside from the side surface;
And a lever rod 14 formed integrally with and protruding from the lever hole 13 of the connecting rod 7, and
U for urging an integrated structure 15 integrally formed with the lever rod 14 in the engaging projection 12 and the lever rod 14 projecting direction.
A letter-shaped leaf spring 16 is incorporated.

【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。
The lower end of the connecting rod 7 is provided with a connecting projection 18 protruding from the side surface of the lower connecting pin 7a, and the upper end of the vertical tube 1 of the lower scaffolding frame b is provided with a connecting projection 18 at the upper end. A connecting hole 19 for engaging is provided, and the connecting projection 18 is
They are connected to each other by a U-shaped leaf spring 20 and are urged by the leaf spring 20 to project from the side surface of the lower connecting pin 7a.

【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1
0a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)。
A pin 10 projecting from the upper end of the connecting rod 7
The (fixing portion) has a spring-biased lock claw 10a. To fix one end of the reinforcing brace 8 to the pin 10, a pin hole 9 at the end of the reinforcing brace 8 is used. Figure 3
When the pin is inserted into the pin 10 of the connecting rod 7 from the position shown by the solid line, the lock claw 1 is inserted when the pin hole 9 is inserted.
0a is retracted, and the pin hole 9 is shown by a virtual line in FIG.
When the lock claw 10a enters the root of the pin 10 as shown by the solid line in FIG. The other end of the reinforcing brace 8 is connected to the scaffolding frame connecting member 4 on the side to which one end of the reinforcing brace 8 is fastened by the scaffolding frame connecting member 4 on the side facing the front and rear. The upper scaffolding frame b is fastened to a similar pin 10 with a lock claw 10a provided at the upper end of the vertical pipe 1 (see FIG. 5).

【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350m
m、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85m
m、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150m
m高くすることができる。
An example of the dimensions of the scaffolding frame connecting member 4 is as shown in FIG. 3, where the total length L of the connecting rod 7 is 350 m.
m, the length n of each of the upper connecting pin 7b and the lower connecting pin 7a formed at the upper and lower ends of the connecting rod 7 is 85m.
m, the length (length of the short tube member 6) m excluding the upper and lower connecting pins 7a and 7b from the total length of the connecting rod 7 is 180 mm. Incidentally, in the conventional connecting pin, the total length is, for example, 200 mm, and the length of each of the upper and lower pin portions is 85 mm.
Since the length between the upper pin portion and the lower pin portion is 30 mm, the height of the scaffolding frame is higher when the connecting rod 7 according to the present invention is used than when the conventional connecting pin is used. About 150m
m higher.

【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1
9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。
In order to vertically connect the scaffolding frames a to d using the scaffolding frame connecting tool 4 constructed as described above, first, as shown in FIGS. Is inserted into the upper end of the vertical pipe 1 of the lower scaffolding frame a. At this time, when the lower connecting pin 7a is inserted into the upper end of the vertical pipe 1 in a state where the connecting projection 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, At a position where the lower outer peripheral step portion 12 of the connecting rod 7 is in contact with the upper end surface of the vertical pipe 1, the connecting projection 18 is connected to the connecting hole 1 at the upper end of the vertical pipe 1.
9, whereby the lower connecting pin 7 a of the connecting rod 7 is locked to the vertical pipe 1 of the lower scaffolding frame a, and the scaffolding frame connecting tool 4 is fixed to the lower scaffolding frame a. . When the lower connecting pin 7a is pulled out of the vertical pipe 1, the connecting projection 18 is immersed in the vertical pipe 1 by a finger against the urging force of the leaf spring 20, and the connecting projection 18 and the vertical pipe 1 are connected to each other. May be released.

【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7
b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。
Next, the upper connecting pin 7 of the connecting rod 7 of the connecting tool 4 for the scaffolding frame fixed to the lower scaffolding frame a as described above.
b, the vertical pipe 1 of the upper scaffolding frame b is inserted. At this time, when the lever rod 14 integrated with the engaging projection 12 is pressed downward and in the retreating direction by the operator's toe during the insertion, the engaging projection 12 retreats into the connecting rod 7. Therefore, the lower end of the vertical tube 1 of the upper scaffolding frame b is allowed to be inserted into the connecting rod 7, so that the lower end of the vertical tube 1 is inserted into the engaging hole 17 at the position where the engaging projection 12 faces. Then, the engaging projection 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
, Thereby connecting the upper and lower scaffolding frames a and b to each other. Although the connection of the scaffolding frames a and b has been described above, the scaffolding frames b to d
The mutual connection is performed in the same manner as described above.

【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。
In this way, the scaffolding frames ad are connected in a plurality of upper and lower stages by the scaffolding frame connecting tool 4, and the scaffolding frames ad connected in the upper and lower stages are framed in a plurality of sets in the front-rear direction. As shown in FIG. 5, the reinforcing bracing 8 is stretched in an X-shape between the scaffolding frames a to d of the respective steps facing each other in the front and rear directions. In this case, one end of the reinforcing bracing 8 (pin hole 9)
Is fastened to a fastening portion (pin 10) provided on the connecting rod 7 of the scaffolding frame connecting tool 4, and the other end (pin hole) is fastened to one end of the reinforcing bracing 8 A similar fastening portion provided at the upper end portion of the vertical pipe 1 of the scaffolding frames a to d connected by the scaffolding frame connecting device 4 on the side to be connected and the scaffolding frame connecting device 4 on the front and rear sides. (Pin).

【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。
After the reinforcing braces 8 are stretched in an X-shape between the scaffolding frames a to d of the respective steps opposing each other as described above, the scaffolding frames a of the respective steps opposing each other in the front and rear directions The scaffold plate 21 is bridged via the hooks 22 between the horizontal pipes 2 and 2 between. In FIGS. 1 and 2, reference numerals 23 and 24 denote single pipes for rooting, which are attached to the vertical pipes 1 of the scaffolding frame a by pipe clamps.

【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350m
m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。
As described above, the upper end of the vertical tube 1 of the lower scaffolding frame a and the lower end of the vertical tube 1 of the upper scaffolding frame b are connected by the scaffolding frame connecting member 5 (another scaffold). Frame c,
d), and the height of the upper scaffolding frame b is
Is increased by the length of the short pipe member 6. In this case, the length of the short pipe member 6 is about 180 mm, and the total length of the connecting rod 7 is 350 m.
m, which is considerably longer than the conventional connecting pin. However, in the use of the connecting tool 4 for a scaffolding frame, the connecting rod 7 of the connecting tool 4 for a scaffolding frame is opposed to the connecting rod 7 in the front-rear direction. Since the connecting rods 7 are reinforced by bridging the reinforcing braces 8 between the scaffolding frames to be arranged, the loads acting on the scaffolding frames b to d and the connecting rods 7 and the scaffolding members are strengthened. The swing of the connecting rod 7 caused by the fitting gap between the frames a to d and the vertical pipe 1 is reduced, whereby the buckling of the connecting rod 7 can be prevented, and the reduction in the strength of the entire frame scaffold can be suppressed. This also ensures that the entire framework scaffold is structurally very stable and safe to use.

【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。
A connecting rod 7 of the scaffolding frame connecting tool 4;
A pin 10 with a lock claw 10a as a fastening portion is protrudingly provided on the upper end side of the connecting rod 7 when the reinforcing bracing 8 is bridged between the scaffolding frame arranged opposite to the front and rear. 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 inserted through the pin hole 9 at the upper end of the vertical pipe 1 of the scaffolding frame ad. Since it is made to pass through a similar pin with a locking claw provided in the portion, the work of bridging the reinforcing brace 8 can be performed easily and easily, and the end of the reinforcing brace 8 can be stopped. The safety can be ensured without easily coming off the attachment part.

【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。
Further, in the above embodiment, the locking means for locking the upper and lower connecting pins 7a and 7b of the connecting tool 4 for a scaffolding frame while inserting the pins 7a and 7b into the vertical pipes 1 of the scaffolding frames a to d will be described. However, this locking means is merely an example, and any other locking means may be used.

【0023】[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。
According to the first aspect of the present invention, a connecting tool for a scaffolding frame has an upper connecting pin formed at an upper end thereof and inserted into a vertical pipe of an upper scaffolding frame, and a lower end of the lower scaffolding frame. It consists of a connecting rod that forms a lower connecting pin inserted into the tube,
A fastening portion for fastening the end of a reinforcing bracing that extends between the connecting rod and a scaffolding frame that is disposed to face the front and rear to reinforce the connecting rod. Since the height of the scaffolding frame in the framework scaffold can be increased, the reinforcing brace is bridged between the connecting rod and the scaffolding frame arranged opposite to each other. By
Reduce the swing of the connecting rod caused by the load acting on the scaffolding frame or the fitting gap between the connecting rod and the vertical pipe of the scaffolding frame,
As a result, buckling of the connecting rod can be prevented, and a decrease in the strength of the entire framework scaffold can be suppressed, whereby the entire framework scaffold becomes structurally extremely stable, and safety in use can be ensured.

【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。
According to a second aspect of the present invention, since the fastening portion is formed of a pin with a lock claw for inserting a pin hole provided at an end of the reinforcing brace, the reinforcing brace for the connecting rod is provided. The fastening operation can be performed easily and easily, and the end of the reinforcing braid does not easily come off from the fastening portion, so that safety can be secured.

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

【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。
FIG. 1 is a front view showing a state in which a scaffolding frame is connected in a plurality of upper and lower stages by a scaffolding frame connecting tool according to the present invention.

【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。
FIG. 2 is a side view showing a state where scaffolding frames connected in a plurality of upper and lower stages are arranged at predetermined intervals in the front-rear direction.

【図3】 足場建枠用連結具を示す拡大正面図である。FIG. 3 is an enlarged front view showing a scaffolding frame connecting tool.

【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。
FIG. 4 is an enlarged front view, partially in section, of the scaffolding frame coupling device in a portion surrounded by an arrow A in FIG. 1;

【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。
FIG. 5 is a rear view showing a state in which a reinforcing bracing is spanned over a connecting rod of the connecting device for a scaffolding frame and a vertical pipe of the scaffolding frame.

【符号の説明】[Explanation of symbols]

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 a, b, c, d Scaffolding frame 1 Vertical tube of scaffolding frame 2 Horizontal tube of scaffolding frame 3 Reinforcement rod 4 Connecting tool for scaffolding frame 7 Connecting rod 7a Lower connecting pin 7b Upper connecting pin 8 Reinforcement bracing 9 Pin hole 10 Pin with locking claw (fastening part) 10a Lock claw

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 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、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なる足場建枠
用連結具。
1. A scaffolding frame composed of a pair of left and right vertical tubes, a horizontal tube connecting the vertical tubes, and a reinforcing rod attached to both the vertical and horizontal tubes, is vertically connected, and each of the scaffold buildings connected upward is connected. A connector for increasing the height of the frame to the required length,
At the upper end, an upper connecting pin is formed to be inserted into the vertical pipe of the upper scaffolding frame, and at the lower end, a lower connecting pin is formed to be inserted into the vertical pipe of the lower scaffolding frame. And a fastening portion for fastening an end of a reinforcing strut for reinforcing the connecting rod by bridging between the connecting rod and a scaffolding frame arranged front and rear. A connector for scaffolding frames.
【請求項2】 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 scaffolding frame connecting device according to claim 1, wherein the fastening portion comprises a pin with a locking claw for inserting a pin hole provided at an end of the reinforcing bracing.
JP21699599A 1999-07-30 1999-07-30 Scaffolding frame connector Expired - Fee Related JP3631400B2 (en)

Priority Applications (1)

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

Applications Claiming Priority (1)

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

Publications (2)

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

Family

ID=16697174

Family Applications (1)

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

Country Status (1)

Country Link
JP (1) JP3631400B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100334310C (en) * 2004-07-08 2007-08-29 阿禄因康株式会社 Main frame for illuminium scaffold and scaffold device
CN109184183A (en) * 2018-09-05 2019-01-11 天长市华利机械实业有限公司 Scaffold connection component
CN113202275A (en) * 2021-05-07 2021-08-03 中交一公局集团有限公司 Coiled buckle support for continuous beam construction

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100334310C (en) * 2004-07-08 2007-08-29 阿禄因康株式会社 Main frame for illuminium scaffold and scaffold device
CN109184183A (en) * 2018-09-05 2019-01-11 天长市华利机械实业有限公司 Scaffold connection component
CN113202275A (en) * 2021-05-07 2021-08-03 中交一公局集团有限公司 Coiled buckle support for continuous beam construction

Also Published As

Publication number Publication date
JP3631400B2 (en) 2005-03-23

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