JPH083577Y2 - Frame for scaffolding - Google Patents

Frame for scaffolding

Info

Publication number
JPH083577Y2
JPH083577Y2 JP1991083609U JP8360991U JPH083577Y2 JP H083577 Y2 JPH083577 Y2 JP H083577Y2 JP 1991083609 U JP1991083609 U JP 1991083609U JP 8360991 U JP8360991 U JP 8360991U JP H083577 Y2 JPH083577 Y2 JP H083577Y2
Authority
JP
Japan
Prior art keywords
building frame
frame
building
scaffolding
scaffold
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
JP1991083609U
Other languages
Japanese (ja)
Other versions
JPH056004U (en
Inventor
哲人 水野
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP1991083609U priority Critical patent/JPH083577Y2/en
Publication of JPH056004U publication Critical patent/JPH056004U/en
Application granted granted Critical
Publication of JPH083577Y2 publication Critical patent/JPH083577Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案は、建築現場に仮設する枠
組足場に関し、詳細には、枠組足場に使用する鳥居型の
建枠の構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a frame scaffold temporarily installed at a construction site, and more particularly to a structure of a torii type building frame used for the frame scaffold.

【0002】[0002]

【従来の技術】建築現場においては、建築物の内部又は
外部の高所作業を行うために足場を仮設するが、この足
場として、例えば図5に示し、また実公昭63−487
61号公報に開示されているような枠組足場が一般に採
用されている。
2. Description of the Related Art At a construction site, a scaffold is temporarily installed in order to carry out high-altitude work inside or outside the building. As this scaffold, for example, shown in FIG.
Frame scaffolding as disclosed in Japanese Patent No. 61 is generally adopted.

【0003】枠組足場は、左右一対の建枠を筋かいで連
結し、各建枠に足場板を掛け渡して組立てるものである
が、必要に応じて多段・多列に組立てる。例えば、図5
に示す枠組足場は、上下二段に組立たものであり、一段
目の足場10については、左右一対の建枠11を敷板1
2に設置したジヤツキベース13に差込み、図示しない
筋かいで連結した後に通り心を揃え、ジヤツキベース1
3を敷板12に釘、スクリユボルト等で固定して枠組
し、足場板14を各建枠11に掛け渡し、足場板14が
水平になるようにジヤツキベース13を調節することに
よつて組立てる。二段目の足場15については、下段の
各建枠11の上端に連結ピン16を差込み、これらの連
結ピン16に各建枠11を差込んだ後に筋かいで連結し
て枠組し、各建枠11に足場板14を掛け渡して組立て
る。
The frame scaffold is a structure in which a pair of left and right building frames are connected by braces, and a scaffolding board is laid over each building frame to assemble them. However, if necessary, they are assembled in multiple stages and multiple rows. For example, in FIG.
The framed scaffold shown in FIG. 2 is assembled in upper and lower tiers. For the first tier scaffolding 10, a pair of left and right building frames 11 are provided on the floor board 1.
Insert into the jack base 13 installed in 2 and connect them with the braces (not shown), then align the center of the
3 is fixed to the base plate 12 with nails, screw bolts or the like to form a frame, the scaffolding plate 14 is bridged over each building frame 11, and the scaffolding plate 14 is adjusted so that the scaffolding plate 14 is horizontal. Regarding the second-stage scaffolding 15, connecting pins 16 are inserted into the upper ends of the lower building frames 11 and the respective building frames 11 are inserted into these connecting pins 16 and then connected by braces to form a frame. The scaffolding board 14 is hung over the frame 11 to assemble.

【0004】ところで、図5に示す枠組足場の建枠11
は、図6にも示すように、鋼管からなる建枠柱本体17
に建枠袖材18を設けた一対の建枠柱19を備え、各建
枠柱の建枠柱本体17の上端側を横桟20で固定連結し
鳥居型に形成したものである。この建枠11は、重量が
14〜20Kg、高さが1524〜1930mm、幅が
900〜1219mmのものが一般に使用されている。
By the way, the building frame 11 of the frame scaffold shown in FIG.
As shown in FIG. 6, the building frame main body 17 made of steel pipe
A pair of building frame pillars 19 provided with a building frame sleeve material 18 are provided, and the upper end side of the building frame pillar body 17 of each building frame pillar is fixedly connected by a horizontal rail 20 to form a torii type. The building frame 11 generally has a weight of 14 to 20 kg, a height of 1524 to 1930 mm, and a width of 900 to 1219 mm.

【0005】[0005]

【考案が解決しようとする課題】ところが、上記枠組足
場については、高所における建枠の組付作業性が低く、
組立作業を円滑に行い難いという問題点がある。すなわ
ち、多段階の枠組足場を組立てる際、各段の建枠の組付
けを下段の足場に上がつて行うが、建枠が鳥居型であ
り、両側の建枠柱をほぼ同時に連結ピンに差込まねばな
らないため、作業者が下段の足場の端縁寄りに移動して
作業することになる。下段の足場は高所であり、しかも
何の囲いもないため、作業者に心理的な圧迫感が生じ
る。その結果、作業者がふらつき易く、建枠を円滑に組
付け難い状況である。特に、建枠は重量が14〜20K
gであつても高所作業を継続して行うには比較的重量物
となり、作業者が疲労し易く、作業能率が益々低下する
という状況である。
[Problems to be Solved by the Invention] However, regarding the above-mentioned frame scaffolding, the workability of assembling the building frame at high places is low,
There is a problem that it is difficult to smoothly perform the assembly work. That is, when assembling a multi-stage frame scaffold, the assembling of the building frames at each stage is done by raising the scaffold at the lower stage. Since it has to be put in, the worker moves to the edge of the lower scaffold to work. Since the lower scaffold is a high place and there is no enclosure, the operator feels a psychological pressure. As a result, workers are likely to wander and it is difficult to assemble the building frame smoothly. Especially, the building frame weighs 14 to 20K.
Even in the case of g, it is relatively heavy to continuously perform work at high places, the operator is easily tired, and the work efficiency is further reduced.

【0006】上層階の足場を組立てる際には、建築物又
は既に組立てた足場間の階段等を利用して建枠等の足場
部材を運搬するが、建枠については鳥居型で上記階段の
空間に比べて大型であるため、建築物の壁や足場に当て
ないように運搬することが難しいという問題点がある。
When assembling the scaffolds on the upper floors, scaffold members such as a building frame are transported by using a building or a stairway between the already assembled scaffolds. The building frame is a torii type stairway space. Since it is larger than, it is difficult to carry it without hitting the walls and scaffolds of buildings.

【0007】枠組足場は、使用した後に分解して保管す
るが、建枠については、一対の建枠柱を横桟で連結固定
した鳥居型であり、広い収納空間が必要であるため、在
庫管理が困難となつている。また、枠組足場の設置場所
によって幅寸法の異なった複数種の建枠を使用するが、
これらを常時用意しておくためには広い収納空間が必要
であり、在庫管理が益々困難となつている。
The frame scaffolding is disassembled and stored after use, but the building frame is a torii type in which a pair of building frame columns are connected and fixed by a horizontal cross, and a large storage space is required, so inventory control is performed. Has become difficult. Also, although multiple types of building frames with different width dimensions are used depending on the installation location of the frame scaffolding,
A large storage space is required to keep these items available at all times, making inventory management even more difficult.

【0008】本考案は、上記従来の問題点を解消するた
めになされたものであつて、その課題は、高所での組付
作業、運搬作業及び在庫管理を円滑に行い得る枠組足場
用建枠を提供することにある。
The present invention has been made to solve the above-mentioned conventional problems, and its problem is to construct a frame scaffold for smoothly carrying out assembly work, transportation work and inventory control at a high place. To provide a frame.

【0009】[0009]

【課題を解決するための手段】上記課題を解決するため
に、本考案では、一対の建枠柱と横桟とを別体とし、横
桟に連結ピンを一体に設け、横桟を上下方向に移動して
連結ピンを各建枠柱に差込んで連結することにより、鳥
居型に組立・分解可能な構造にしている。すなわち、本
考案は、一対の建枠柱の上端側と横桟とを連結ピンで連
結して鳥居型に組立てる枠組足場用建枠であつて各建
枠柱は管状体からなる建枠柱本体と、建枠柱本体の側方
に沿つて一体に設けられた補強用の建枠袖材と、建枠袖
材に一体に設けられ、少なくとも上方に開放した管状体
からなる補助ピン受部とを備えてなり横桟は管状体か
らなる横桟本体と、横桟本体の両端側に上下に突出して
一体に設けられ、各建枠柱本体の上端側に差込む連結ピ
ンと、連結ピンと平行で横桟本体の下方に突出して設け
られ、各建枠袖材に設けられた補助ピン受部にそれぞれ
差込む一対の補助ピンとを備えてなることを特徴として
いる
In order to solve the above-mentioned problems, in the present invention, a pair of building frame pillars and cross rails are provided separately,
A connecting pin is integrally provided on the rail, and the horizontal rail can be moved up and down.
By connecting the connecting pin by inserting it into each building frame pillar,
It has a structure that allows it to be assembled and disassembled into a living style . That is, according to the present invention , the upper end side of the pair of building frame columns and the horizontal rail are connected by the connecting pin.
It shall apply in the framework scaffolding for construction frame to assemble binding to the U-shaped, each Ken
The frame pillar is the building frame pillar body consisting of a tubular body and the side of the building frame pillar body
Building frame sleeve material for reinforcement that is integrally provided along the
Tubular body provided integrally with the material and open at least upward
It becomes an auxiliary pin-receiving portion composed of, rungs or tubular body
And the horizontal rail body that consists of
A connecting pin that is provided integrally and is inserted into the upper end of each building frame main body.
And projecting below the horizontal rail body in parallel with the connecting pin.
And the auxiliary pin receiving part provided on each sleeve of the building frame.
Characterized by comprising a pair of auxiliary pins to be inserted
There is .

【0010】[0010]

【実施例】本考案の実施例を図1〜4に基づいて説明す
る。図に示す建枠1は鳥居型で、一対の建枠柱2と横桟
3とが組立・分解可能な構造になつている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to FIGS. The building frame 1 shown in the figure is a torii type, and has a structure in which a pair of building frame pillars 2 and horizontal rails 3 can be assembled and disassembled.

【0011】各建枠柱2は、図2にも示すように鋼管等
の管状体からなる建枠柱本体2aを備え、この建枠柱本
体2aには補強用の建枠袖材2bを一体に設けている。
建枠袖材2bの上端側方には、後述する横桟の補助ピン
3cを差込む補助ピン受部2cを設けている。
As shown in FIG. 2, each building frame pillar 2 is provided with a building frame pillar body 2a made of a tubular body such as a steel pipe, and a building frame sleeve material 2b for reinforcement is integrated with this building frame pillar body 2a. It is provided in.
An auxiliary pin receiving portion 2c into which an auxiliary pin 3c of a horizontal rail to be described later is inserted is provided on the upper side of the building frame sleeve member 2b.

【0012】横桟3は、図3にも示すように鋼管等の管
状体からなる横桟本体3aを備え、この横桟本体3aの
両端側に建枠柱本体2aに差込む連結ピン3bを上下に
突出して設けており、各連結ピン3bを各建枠柱本体2
aの上端側に差込むことにより各建枠柱2を一体的に連
結するようになつている。また、横桟本体3aの中間部
には、建枠柱の補助ピン受部2cに対応した位置に補助
ピン3cを設けている。この補助ピン3cは、連結ピン
3bよりも短寸であり、各建枠柱2を横桟3で連結する
際に連結ピン3bが各建枠柱本体2aに係合した直後に
補助ピン受部2cに係合するようになつている。なお、
補助ピン3cは、連結ピン3bと建枠柱本体2aとの係
合時点と異なる時点に補助ピン受部2cに係合するよう
になつていることが好ましく、連結ピン3bよりも長尺
でもよい。
As shown in FIG. 3, the horizontal rail 3 is provided with a horizontal rail main body 3a made of a tubular body such as a steel pipe, and connecting pins 3b for inserting into the building frame main body 2a are provided at both ends of the horizontal rail main body 3a. It is provided so as to project vertically, and each connecting pin 3b is attached to each building frame pillar main body 2
Each building frame pillar 2 is integrally connected by being inserted in the upper end side of a. Further, an auxiliary pin 3c is provided at a position corresponding to the auxiliary pin receiving portion 2c of the building frame pillar in the middle portion of the horizontal rail main body 3a. The auxiliary pin 3c is shorter than the connecting pin 3b, and when the building frame columns 2 are connected by the horizontal rails 3, immediately after the connecting pin 3b engages with each building frame column body 2a, the auxiliary pin receiving portion. 2c is engaged. In addition,
The auxiliary pin 3c is preferably adapted to engage with the auxiliary pin receiving portion 2c at a time different from the time when the connecting pin 3b and the building frame main body 2a are engaged, and may be longer than the connecting pin 3b. .

【0013】本実施例の建枠1は上記のように構成され
ており、枠組足場を組立てる際における建枠の組付作業
の1例を図4を参照して説明する。
The building frame 1 of this embodiment is constructed as described above, and one example of the work of assembling the building frame when assembling the frame scaffold will be described with reference to FIG.

【0014】図4において、下段の足場4は、左右一対
の建枠の各建枠柱2を横桟3で連結した後、図5に示す
従来のものと同様にして各建枠1を図示しない筋かいで
連結して枠組し、各建枠の横桟3に図示しない足場板を
掛け渡して組立てられている。上段の足場5は、建枠柱
2の高さが通常の作業者の上背とほぼ等しく、コンパク
トで比較的軽量であることから、下段の足場4の足場板
を掛け渡す前に建枠柱2を持ち上げて下段の建枠1に連
結する。そして、下段の足場4に上がり、左右の建枠の
建枠柱2を図示しない筋かいで連結し枠組した後、上段
の横桟3を持ち上げてA矢印方向に移動し、連結ピン3
bと補助ピン3cをそれぞれ建枠柱本体2aと補助ピン
受部2cに差込んで組付ける。その際、補助ピン3cが
連結ピン3bよりも短寸であり、連結ピン3bが建枠柱
本体2aに係合した後に補助ピン受部2cに係合するた
め、連結ピン3bを建枠柱本体2aに円滑に係合するこ
とができる。また、補助ピン3cを補助ピン受部2cに
差込むことにより、各建枠柱の建枠袖材2bが同一面内
に位置し、各建枠柱2を堅固に連結することになる。
In FIG. 4, the scaffold 4 in the lower stage shows each building frame 1 in the same manner as the conventional one shown in FIG. 5, after connecting the building frame columns 2 of the pair of left and right building frames with the horizontal crosspieces 3. It is assembled by connecting with a braces to form a frame, and a scaffolding plate (not shown) is hung over the horizontal rail 3 of each building frame. The upper scaffold 5 is compact and relatively lightweight because the height of the building frame columns 2 is almost the same as the upper back of an ordinary worker, and therefore the scaffolding board of the lower scaffolding 4 is hung before the scaffolding plates are bridged. 2 is lifted and connected to the lower building frame 1. Then, after going up to the scaffolding 4 on the lower stage and connecting the building frame columns 2 of the left and right building frames with the braces (not shown) to form a frame, the upper horizontal rail 3 is lifted and moved in the direction of the arrow A, and the connecting pin 3
b and the auxiliary pin 3c are inserted and assembled in the building frame pillar main body 2a and the auxiliary pin receiving portion 2c, respectively. At that time, the auxiliary pin 3c is shorter than the connecting pin 3b, and the connecting pin 3b engages with the auxiliary pin receiving portion 2c after engaging with the building frame main body 2a. 2a can be smoothly engaged. Further, by inserting the auxiliary pin 3c into the auxiliary pin receiving portion 2c, the building frame sleeve material 2b of each building frame column is located in the same plane, and the respective building frame columns 2 are firmly connected.

【0015】さらに上層階の足場を組立てる場合には、
上段の足場5を枠組した後に各建枠柱2を持ち上げてB
矢印方向に移動し連結ピン3bに差込む。以後、上記と
同様にして横桟3で各建枠柱2を連結する。なお、各段
の建枠柱2を連結ピン3bに差込んだ後、図示しないア
ームロツクで下段の建枠柱2に連結する。
When assembling the scaffolding on the upper floor,
After framing the scaffold 5 on the upper stage, lift each building frame pillar 2 to B
It moves in the direction of the arrow and is inserted into the connecting pin 3b. After that, in the same manner as above, the horizontal frame 3 connects the respective building frame columns 2. In addition, after inserting the building frame pillar 2 of each step into the connecting pin 3b, it is connected to the lower building frame pillar 2 by an arm lock (not shown).

【0O16】上記のように、各段の足場の建枠1の組付
作業は、予め枠組された下段の足場4又は組付けられた
建枠柱2で囲まれた状態で行い、しかも各部材2、3が
コンパクトで軽量であり取扱い易いため、高所による心
理的な圧迫感が軽減され、能率良く行うことができる。
また、分解作業については、上記組付けとは逆の手順で
行うことにより、組付作業と同様に能率良く行うことが
できる。
As described above, the assembling work of the building frame 1 of each stage of scaffolding is performed while being surrounded by the pre-framed lower stage scaffolding 4 or the assembled building frame column 2 and each member. Since 2 and 3 are compact and lightweight and easy to handle, the feeling of pressure from a high place can be reduced and the operation can be performed efficiently.
Further, the disassembling work can be performed as efficiently as the assembling work by performing the disassembling work in the reverse order of the assembling work.

【0017】足場を分解した後、各部材2、3を保管場
所に運搬し保管するが、建枠1については一対の建枠柱
2と横桟3の3部材に分解されており、各部材2、3が
コンパクトで軽量であるため、広い収納空間を必要とせ
ず整然と収納することができる。従って、保管場所への
運搬作業及び在庫管理を円滑に行うことができる。
After disassembling the scaffold, the members 2 and 3 are transported to and stored in a storage location. The building frame 1 is disassembled into a pair of building frame columns 2 and horizontal rails 3, and each member is Since 2 and 3 are compact and lightweight, they can be stored neatly without requiring a large storage space. Therefore, the transportation work to the storage location and the inventory control can be smoothly performed.

【0018】また、長さの異なる横桟を使用することの
みにより、建枠の幅を各種変更することができるため、
枠組足場の設置場所に応じて幅の異なる複数種の建枠を
保管する場合であつても、広い収納空間を必要とせず、
建枠の在庫管理を円滑に行うことができる。
Further, since the width of the building frame can be variously changed only by using the horizontal rails having different lengths,
Even when storing multiple types of building frames with different widths depending on the installation location of the frame scaffold, a wide storage space is not required,
It is possible to smoothly manage the inventory of building frames.

【0019】なお、本実施例では、補助ピン受部を建枠
袖材の側方に設けているが、建枠袖材を管状体で形成
し、その上端側を建枠柱本体と同様に開放状態とするこ
とにより、建枠袖材が兼用するようになつていてもよ
い。
In this embodiment, the auxiliary pin receiving portion is provided on the side of the building frame sleeve material. However, the building frame sleeve material is formed of a tubular body, and its upper end side is the same as the building frame pillar body. The sleeve material for the building frame may also be used by being opened.

【0020】[0020]

【考案の効果】本考案によれば、枠組足場用建枠が組立
・分解可能な構造であり、各部材がコンパクトで軽量で
あるため、高所での組付・分解作業、運搬作業、在庫管
理等を従来よりもはるかに円滑に行うことが可能になつ
た。特に、高所での組付・分解作業については、各部材
がコンパクトで軽量であり、横桟を下方又は上方に移動
して連結ピン及び補助ピンをそれぞれ建枠柱本体又は補
助ピン受部に差込み又は抜き出すという単純作業のみに
よつて組立・分解することができることから、作業者の
疲労も少なく、ふらつくことがなく能率良く行うことが
可能になつた。しかも、上段の足場の建枠の組付・分解
作業については、建枠柱を予め枠組された下段の足場で
囲まれた状態で組付・分解し、横桟を予め組付けられた
上段の建枠柱に囲まれた状態で組付・分解することがで
きるため、高所による心理的な圧迫感が減少し、能率良
く組付・分解することが可能になつた。そして、鳥居型
に組立てられた枠組足場用建枠は、横桟と各建枠柱とが
連結ピンと補助ピンにより2個所で結合され、しかも各
ピンが管状体からなる建枠柱本体又は補助ピン受部に差
込まれているため、従来以上に剛性に優れ変形し難い構
造となつている
[Effects of the Invention] According to the present invention, the construction frame for scaffolding scaffolding can be assembled and disassembled, and each member is compact and lightweight, so that assembly / disassembly work at high places, transportation work, and inventory work It has become possible to perform management, etc. much more smoothly than before. Particularly moving, for assembling and disassembling work at heights, each member Ri lightweight der compact, the rungs below or above
The connecting pin and auxiliary pin respectively
Only for simple work of inserting or withdrawing into the auxiliary pin receiving part
Since it can be easily assembled and disassembled, there is little operator fatigue and it has become possible to perform operations efficiently without wobbling. Moreover, assembling and disassembling the building frame of the upper scaffold
For work, pre-framework has been the lower part of the assembly, to decompose in a state of being surrounded by scaffolding, the assembly and disassembly in a state of being surrounded by the rungs pre-assembled with the upper part of Kenwaku pillars Kenwaku post since it is to Rukoto, psychological feeling of pressure is reduced by the high altitude, was the summer to be able to you to efficiently assembling and disassembling. And the torii type
In the building frame for frame scaffolding assembled in, the horizontal rail and each building frame pillar are
Connected in two places by connecting pin and auxiliary pin, and each
Insert the pin into the main body of the building frame, which consists of a tubular body, or the auxiliary pin receiving part.
Since it is embedded, it has better rigidity than before and is hard to deform.
It is built .

【0021】また、長さの異なる横桟を使用することに
より建枠の幅を変更することができることから、長さの
異なる複数種の横桟を用意することにより設置空間に応
じた枠組足場を仮設することができる。従つて、幅の異
なる複数種の建枠を保管する場合であつても、従来のよ
うに広い収納空間を必要とせず、在庫管理を円滑に行う
ことが可能になつた。
Further, since the width of the building frame can be changed by using the horizontal rails having different lengths, by preparing a plurality of types of horizontal rails having different lengths, a frame scaffold corresponding to the installation space can be obtained. It can be temporarily installed. Therefore, even when a plurality of types of building frames with different widths are stored, it is possible to smoothly manage inventory without requiring a large storage space as in the past.

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

【図1】本考案の実施例の建枠の正面図である。FIG. 1 is a front view of a building frame according to an embodiment of the present invention.

【図2】同じく建枠柱の正面図である。FIG. 2 is also a front view of a building frame column.

【図3】同じく横桟の正面図である。FIG. 3 is a front view of the horizontal rail.

【図4】本考案の実施例を使用して枠組足場を組立てる
際の建枠の組付行程の1例を説明する説明図である。
FIG. 4 is an explanatory view illustrating an example of an assembling process of a building frame when assembling a frame scaffold using the embodiment of the present invention.

【図5】従来の枠組足場の斜視図である。FIG. 5 is a perspective view of a conventional frame scaffold.

【図6】従来の枠組足場用建枠の正面図である。FIG. 6 is a front view of a conventional framed scaffolding frame.

【符号の説明】[Explanation of symbols]

1 建枠 2 建枠柱 2a 建枠柱本体 3
横桟 3b 連結ピン
1 Building frame 2 Building frame pillar 2a Building frame pillar body 3
Horizontal bar 3b Connection pin

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 一対の建枠柱(2)の上端側と横桟
(3)とを連結ピン(3b)で連結して鳥居型に組立て
る枠組足場用建枠(1)であつて各建枠柱(2)は管
状体からなる建枠柱本体(2a)と、建枠柱本体(2
a)の側方に沿つて一体に設けられた補強用の建枠袖材
(2b)と、建枠袖材(2b)に一体に設けられ、少な
くとも上方に開放した管状体からなる補助ピン受部(2
c)とを備えてなり横桟(3)は管状体からなる横桟
本体(3a)と、横桟本体(3a)の両端側に上下に突
出して一体に設けられ、各建枠柱本体(2a)の上端側
に差込む連結ピン(3b)と、連結ピン(3b)と平行
で横桟本体(3a)の下方に突出して設けられ、各建枠
袖材(2b)に設けられた補助ピン受部(2c)にそれ
ぞれ差込む一対の補助ピン(3c)とを備えてなること
を特徴とする枠組足場用建枠。
1. A pair of building frame pillars (2) on the upper end side and a cross rail.
Assemble torii type by connecting (3) with connecting pin (3b)
A frame (1) for scaffolding , where each column (2) is a pipe
Building frame pillar body (2a) made of a shape, and building frame pillar body (2a)
Reinforcing frame sleeve material provided integrally along the side of a)
(2b) and the building frame sleeve material (2b) are integrally provided,
Auxiliary pin receiving part (2
c) and the cross rail (3) comprises a tubular body.
Project vertically on both ends of the main body (3a) and the horizontal rail main body (3a).
It is taken out and provided integrally, and the upper end side of each building frame pillar body (2a)
Parallel to the connecting pin (3b) and the connecting pin (3b)
Is provided so as to project below the cross rail main body (3a), and
The auxiliary pin receiving portion (2c) provided on the sleeve material (2b)
A construction frame for a framed scaffold, comprising a pair of auxiliary pins (3c) to be inserted into each .
JP1991083609U 1991-07-11 1991-07-11 Frame for scaffolding Expired - Lifetime JPH083577Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991083609U JPH083577Y2 (en) 1991-07-11 1991-07-11 Frame for scaffolding

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991083609U JPH083577Y2 (en) 1991-07-11 1991-07-11 Frame for scaffolding

Publications (2)

Publication Number Publication Date
JPH056004U JPH056004U (en) 1993-01-29
JPH083577Y2 true JPH083577Y2 (en) 1996-01-31

Family

ID=13807232

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1991083609U Expired - Lifetime JPH083577Y2 (en) 1991-07-11 1991-07-11 Frame for scaffolding

Country Status (1)

Country Link
JP (1) JPH083577Y2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5214027A (en) * 1975-07-22 1977-02-02 Yoshiji Hayashi Combined frames for frame scaffold

Also Published As

Publication number Publication date
JPH056004U (en) 1993-01-29

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