JPH01151652A - Stud unit for building scaffold device - Google Patents

Stud unit for building scaffold device

Info

Publication number
JPH01151652A
JPH01151652A JP30832287A JP30832287A JPH01151652A JP H01151652 A JPH01151652 A JP H01151652A JP 30832287 A JP30832287 A JP 30832287A JP 30832287 A JP30832287 A JP 30832287A JP H01151652 A JPH01151652 A JP H01151652A
Authority
JP
Japan
Prior art keywords
joint
pillar
scaffolding
pedestal
unit
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
JP30832287A
Other languages
Japanese (ja)
Other versions
JPH0574668B2 (en
Inventor
Hatsuichi Murakami
村上 肇一
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.)
MEIKO KINZOKU KOGYO KK
Original Assignee
MEIKO KINZOKU KOGYO 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 MEIKO KINZOKU KOGYO KK filed Critical MEIKO KINZOKU KOGYO KK
Priority to JP30832287A priority Critical patent/JPH01151652A/en
Publication of JPH01151652A publication Critical patent/JPH01151652A/en
Publication of JPH0574668B2 publication Critical patent/JPH0574668B2/ja
Granted legal-status Critical Current

Links

Abstract

PURPOSE: To simply and easily assemble a freely collapsible scaffold device by providing a joint pin and an engagement hole respectively at upper and lower ends, and constructing a stud unit from studs to which connecting brackets are secured and a supporting rod. CONSTITUTION: A joint pin 14 is projected from either an upper or a lower end and an engagement hole 15 is bored in the other end; connecting brackets 16, 17 pointed in opposite directions are secured respectively to the upper and lower ends, and two studs 10 each provided with mounting parts 18, 19 respectively for braces 4 and for a handrail frame 9 are connected together by a supporting rod 11 so as to constitute each stud unit 1. The stud units 1 are vertically extended and scaffold plates 3 are connected and engaged with one another and extended laterally, with the braces 4, the handrail frames 9 and the like mounted thereon to construct a scaffold device. Then the braces 4 and the frames 9a are removed and the scaffold device is folded in a zigzag shape via a joint device 7 consisting of brackets 16, 17 and the like. The scaffold device is therefore easy to handle.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、主として多層階構築物の建設や補修に際して
用いる建築用足場装置であって、特に該足場装置を構成
するための脚柱ユニットに関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to an architectural scaffolding device mainly used in the construction or repair of multi-story structures, and particularly relates to a pedestal unit for configuring the scaffolding device. It is.

(従来の技術) 高層住宅等の建設もしくは補修にあたって使用される従
来の足場装置は、丸太を針金で組合わせて構築するか、
もしくは金属パイプで製作されたユニット枠を上下およ
び左右方向に継ぎ足し連結して構築されている。
(Prior Art) Conventional scaffolding devices used in the construction or repair of high-rise housing etc. are constructed by combining logs with wire, or
Alternatively, it is constructed by adding and connecting unit frames made of metal pipes vertically and horizontally.

(発明が解決しようとする問題点) 従って上記のような高層住宅の場合、足場を組むだけ、
あるいは高層住宅建設もしくは補修後の足場を取外すだ
けのために相当の日数と作業者数が必要で、これが足場
枠の組立費として建設費用、補修費用に喰込み、全体が
高くつく問題があった。
(Problem to be solved by the invention) Therefore, in the case of high-rise housing like the one mentioned above, all you need to do is erect scaffolding.
Alternatively, it takes a considerable number of days and workers just to construct a high-rise residential building or remove the scaffolding after repair, and this adds up to the construction and repair costs as the cost of assembling the scaffolding frame, making the whole thing expensive. .

そこで本発明は上記の点に鑑み、足場枠を短時間に構築
し、又撤去できる足場装置の製作のための脚柱ユニット
を提−供しようとするものである。
SUMMARY OF THE INVENTION In view of the above-mentioned points, the present invention provides a pedestal unit for manufacturing a scaffolding device that allows a scaffolding frame to be constructed and removed in a short period of time.

即ち、脚柱ユニットを工場、、現場で簡単に組立てて、
これに足場板を組入れ連結することにより縦横、換言す
れば高さ、横方向に自由な建築用足場装置が簡単・容易
に提供できる脚柱ユニットを提供するものである。
In other words, the pedestal unit can be easily assembled at the factory or on site.
By incorporating and connecting scaffolding boards thereto, a pedestal unit is provided that can simply and easily provide a scaffolding device for construction that is free in the vertical and horizontal directions, in other words, in the height and lateral directions.

(問題点を解決するための手段) 本発明は、所要の間隔で平行する2本の脚柱を、足場板
の端部を係止するための支持杆で連結し、各脚柱の上下
いずれかの端部にシロインドピンを突設させると共に、
他方の端部に該ジヨイントピンが突入嵌合可能な係合孔
を開設し、又脚柱上下端部にそれぞれ連結用ブラケット
を固着した建築足場装置用の脚柱ユニットを特徴とする
(Means for Solving the Problems) The present invention connects two parallel pillars at a required interval with a support rod for locking the end of a scaffold board, and A cylindrical pin is protruded from the end, and
The present invention is characterized by a pedestal unit for an architectural scaffolding device, which has an engagement hole at the other end into which the joint pin can be inserted and is fitted, and a connecting bracket is fixed to the top and bottom ends of the pedestal, respectively.

(作用) 本発明によれば、複数の脚柱ユニットを、各ユニットの
脚柱のジヨイントピンと係合孔との嵌合を利用し上下に
積み重ねて継着することで建枠を形成し、かつこのよう
な建枠を任意数構に並べて1 、かつ支持杆を利用して
、これに足場板を建枠間にそれぞれ連結することにより
上下及び横方向へ多段に架設することができ、これにプ
レースを連結すれば足場装置を簡単に構築できるもので
あって、この足場装置の大きさを、各建枠に使用する脚
柱ユニットの数、建枠数の選択によって任意なものにで
きる。
(Function) According to the present invention, a building frame is formed by stacking and joining a plurality of pedestal units vertically using the engagement between the joint pin and the engagement hole of the pedestal of each unit, and By arranging any number of such building frames and using support rods to connect scaffolding boards between the building frames, it is possible to construct the structure in multiple stages vertically and horizontally. A scaffolding device can be easily constructed by connecting places, and the size of this scaffolding device can be made arbitrary by selecting the number of pillar units used for each building frame and the number of building frames.

父上下に継着した脚柱ユニットにおいて、上側の脚柱の
連結ブラケットと下側の脚柱の連結ブラケットとを枢軸
で止めることにより、シリインドピンと係合孔との嵌合
による継手装置部分が上記枢軸を利用して折れ曲がり可
能となるから、足場装置の全体を上下厚が小さくなる方
向に折畳むことができ、かつ建築現場においても容易に
組立てできて、しかも該足場装置の格納、運搬も容易に
できると共に、足場構築時にはウィンチ等の適当な吊上
げ機器により上端の間隔規制用横枠を介し足場装置を吊
上げて伸長させ、脚柱を上下−直線方向に伸長しながら
、プレースを連結して行くことにより順次足場装置の構
築を完了することができる。
In a pedestal unit that is connected to the top and bottom, by fixing the connection bracket of the upper pedestal and the connection bracket of the lower pedestal with a pivot, the joint device part due to the fitting of the cylinder pin and the engagement hole can be fixed. Since it can be bent using the above-mentioned pivot, the entire scaffolding device can be folded in a direction that reduces the vertical thickness, and it can be easily assembled even at a construction site, and the scaffolding device can be easily stored and transported. In addition to being easy to construct, when constructing a scaffold, the scaffolding device is lifted and extended via the horizontal frame for regulating the spacing at the upper end using appropriate lifting equipment such as a winch, and the places are connected while extending the pillars vertically and in a straight line. You can complete the construction of the scaffolding device sequentially by going.

(実施例) 以下、本発明の一実施例を図面を用いて説明する。(Example) An embodiment of the present invention will be described below with reference to the drawings.

足場装置は第1図および第2図に示す脚柱ユニット(1
)を用いて構築されるもので、この脚柱ユニッ)(1)
を上下に複数本継着することで建枠(2)′(第3図に
示す)とし、この建枠(2)を横方向に一定の間隔をお
いて並設しく第3図では4本)、これら建枠間に足場板
(3)を順次架設連結し、この状態で伸長しながらプレ
ース(4)を順次連結して行くことにより第3図実線の
立体構築の建築用足場装置ができるものであり、又必要
に応じ手摺り用枠(9)を張着する。
The scaffolding device consists of a pillar unit (1) shown in Figures 1 and 2.
), and this pedestal unit) (1)
A building frame (2)' (shown in Figure 3) is created by joining multiple frames vertically and vertically, and these building frames (2) are arranged in parallel at regular intervals in the horizontal direction. ), by sequentially erecting and connecting the scaffolding boards (3) between these building frames, and sequentially connecting the places (4) while extending in this state, the three-dimensional architectural scaffolding device shown in the solid line in Figure 3 can be created. A handrail frame (9) may be attached if necessary.

又各建枠(2)・・・の最上段は間隔規制用横枠(5)
で連結するか、あるいは手摺り用枠(9)のみで、上記
横枠(5)を省略するようになしてもよい。又最下段の
各建枠(2)・・・の下端にはジヤツキ装置(8)を取
付ける。このジヤツキ装置(8)は足場装置の下端部を
水平状態で地面上に設置するためのものである。(5゛
)は間隔規制用の横杆で、建枠(1)とは自由に折り曲
げ可能に連結されている。
Also, the top row of each building frame (2)... is a horizontal frame (5) for regulating spacing.
Alternatively, the horizontal frame (5) may be omitted with only the handrail frame (9). Also, a jacking device (8) is attached to the lower end of each building frame (2) at the bottom. This jacking device (8) is for installing the lower end of the scaffolding device horizontally on the ground. (5゛) is a horizontal rod for regulating spacing, and is connected to the building frame (1) so that it can be bent freely.

さらに各建枠(2)・・・を構成する上下複数本の脚柱
ユニツl)同士は、第3図の各矢印Aに示す位置で係合
手段ををする継手装置(7)・・・で継着される。そし
て折畳むときは上記プレース(4)・・・および手摺り
用枠(9)・・・を取外すことにより、各継手装置(7
)・・・の係合が外れて建枠(2)・・・を脚柱ユニッ
ト(1)・・・毎に折畳むことができ第3図鎖線のよう
に足場装置全体を下方向に折畳めるように構成されてい
る。
Furthermore, the plurality of upper and lower pillar units 1) constituting each building frame (2)... are connected to each other by joint devices (7) that act as engagement means at the positions indicated by arrows A in Fig. 3. It is attached with. When folding, each joint device (7) is removed by removing the place (4) and the handrail frame (9).
)... are disengaged, and the building frame (2)... can be folded into the pillar units (1)..., and the entire scaffolding device can be folded downward as shown by the chain line in Figure 3. It is configured to be foldable.

脚柱ユニット(1)は第1図および第2図に示すように
前後2本の脚柱(10)(10)を有する門形伏となっ
ていて、前後脚柱(IQ)(10)の上端近傍部位同士
が支持杆(ll)で連結される。この支持杆(+1)は
前記足場板(3)の端部をフック金具で保合連結させる
ようになしている。
As shown in Figures 1 and 2, the pillar unit (1) has a portal shape with two front and rear pillars (10) (10), and the front and rear pillars (IQ) (10). The parts near the upper end are connected to each other by a support rod (ll). This support rod (+1) is adapted to securely connect the end of the scaffold board (3) with a hook fitting.

即ち第4図に示すように足場板(3)の両端部には一対
ずつのフック金具(12)(12)が取付けられ、この
フック金具(12)(12)を支持杆(ll)に係合し
て建枠(2)(2)間に足場板(3)を架設する。
That is, as shown in Fig. 4, a pair of hook fittings (12) (12) are attached to each end of the scaffold board (3), and these hook fittings (12) (12) are connected to the support rod (ll). At the same time, scaffolding boards (3) are erected between the building frames (2) (2).

前記脚柱ユニット(1)において、支持杆(II)はス
テー(13)(13)により補強支持されている。この
ステー(13)は支持杆Ht)の端部近傍と脚柱(10
)とを斜めにつないで設けられ、足場板(3)を介して
支持杆(11)に作用する荷重を脚柱(1G)により受
支する。
In the pillar unit (1), the support rod (II) is reinforced and supported by stays (13) (13). This stay (13) is located near the end of the support rod (Ht) and the pedestal (10).
) are diagonally connected, and the load acting on the support rod (11) via the scaffold board (3) is supported by the pillar (1G).

さらに脚柱ユニット(1)の上端部に前記継手装置(7
)の一部を構成するジヨイントピン(14)が突設され
ると共に、同じく下端部に継手装置(7)の一部を構成
し、かつジヨイントピン(14)が突入嵌合可能な保合
孔(15)が開設され、又脚柱(10)の上下両端部の
外側面には、支持杆(0)の長さ方向に対して直角でか
つ相反する方向に向けた状態でそれぞれブラケット(l
lli)(17)が突設、固着しである。これらジヨイ
ントピン(14)、係合孔(15)、ジヨイントブラケ
ット(+e)(17)の構成は次の継手装置(7)によ
って詳細に説明する。
Furthermore, the joint device (7) is attached to the upper end of the pillar unit (1).
) is provided in a protruding manner, and a retaining hole (15) which also constitutes a part of the joint device (7) and into which the joint pin (14) can be inserted is provided at the lower end. ) are provided on the outer surfaces of both the upper and lower ends of the pillar (10), and brackets (l
(17) is protruding and fixed. The construction of the joint pin (14), the engagement hole (15), and the joint bracket (+e) (17) will be explained in detail with reference to the next joint device (7).

脚柱ユニット(1)の各脚柱(1G)(1G)には上下
の二箇所にプレース(4)の取付は部(18)(18)
が形成され、中段に手摺り用枠(9)の取付は部(19
)が形成される。これら取付は部(18)(18)(1
9)の構造は特に限定されるものでないが、図では脚柱
(lO)に係合ピン(20)を取付け、該係合ピン(2
0)の先端に抜止め用駒片(21)を枢支し、抜止め用
駒片(21)を保合ピン(20)と−直線状に位置させ
て、プレース(4)および手摺り用枠(9)の端部を嵌
合させた後、抜止め用駒片(21)を図のように90度
曲げて抜l―めを行うようにしている。
Places (4) are attached at two locations (18) (18) at the top and bottom of each pedestal (1G) (1G) of the pedestal unit (1).
is formed, and the handrail frame (9) is installed in the middle part (19).
) is formed. These installation parts (18) (18) (1)
Although the structure of 9) is not particularly limited, in the figure, the engagement pin (20) is attached to the pillar (lO), and the engagement pin (20) is attached to the pillar (lO).
A retaining piece (21) is pivotally supported at the tip of the retaining pin (20), and the retaining piece (21) is positioned in a straight line with the retaining pin (20). After fitting the ends of the frame (9), the retaining piece (21) is bent 90 degrees as shown in the figure to remove it.

前記継手装置(7)は、第5図乃至第7図のごとく構成
される。即ち、継手装置(7)により連結すべき脚柱ユ
ニットのうち、上部側ユニー/ )の脚柱を(10a)
 、下部側ユニットの脚柱を(tob)とする時、各脚
柱は同径の金属製パイプから構成され、下部脚柱(10
b)の上端部に筒状ジヨイントピン(14)が頭部を所
定量突出させた状態に内嵌固定される。このジヨイント
ピン(I4)には鍔(22)が套嵌して一体化されてお
り、この鍔(22)が下部脚柱(10b)の上端に接合
されてジヨイントピン(14)が位置決めされる。
The joint device (7) is constructed as shown in FIGS. 5 to 7. That is, among the pillar units to be connected by the joint device (7), the pillar of the upper unit/) is connected to the pillar (10a).
, when the pillar of the lower unit is (tob), each pillar is composed of metal pipes of the same diameter, and the lower pillar (10
b) A cylindrical joint pin (14) is fitted and fixed to the upper end of the cylindrical joint pin (14) with its head protruding by a predetermined amount. A collar (22) is fitted and integrated with the joint pin (I4), and the collar (22) is joined to the upper end of the lower pillar (10b) to position the joint pin (14).

又、下部脚柱(10b)にはジヨイントピン(I4)よ
りも下側部位を挟みつけてジヨイントブラケット(1B
)が固定され、これに対応して上部脚柱(10a)にも
ジヨイントブラケット(17)が固定され、両ブラケッ
) (1G)(37)が互いに相手方向に延出されると
共に、両延出部を重合させて支点軸(23)により連結
され、これにより支点軸(23)を中心として両脚柱(
10a)(10b)が折れ曲がり自由な継手装置(7)
が構成される。各ジヨイントブラケット(1G)(17
)と脚柱(10a)(10b)とは溶接、あるいは、リ
ベット(24)(25)等で脚柱(10a)(10b)
に一体固定される。
Also, attach the joint bracket (1B) to the lower pillar (10b) by sandwiching the lower part of the joint pin (I4).
) is fixed, and correspondingly, a joint bracket (17) is also fixed to the upper pillar (10a), and both brackets (1G) (37) are extended in opposite directions, and both extended brackets (1G) (37) are The parts are overlapped and connected by the fulcrum shaft (23), so that both pillars (
10a) (10b) can be bent freely (7)
is configured. Each joint bracket (1G) (17
) and the pillars (10a) (10b) are welded, or with rivets (24) (25), etc.
It is fixed integrally.

この継手装置(7)は第5.6図のように両脚柱(IO
a)(10b)を−直線状態に伸ばす時、上部脚柱の保
合孔(15)が下部脚柱(JOb)の係合用ジヨイント
ピン04)に嵌合し、折れ曲がり時には第7図のように
ジヨイントピン(14)から係合孔(15)が脱離する
ので、下部脚柱(10b)がジヨイントピン(14)に
適確に嵌合・脱離するように、支点軸(23)と両脚柱
(10a)(10b)の接合部(26)との位置を第5
図のdに示すようにずらして配置するとよい。
This joint device (7) is connected to both pillars (IO) as shown in Fig. 5.6.
a) When (10b) is extended to a - straight state, the retaining hole (15) of the upper pillar fits into the engagement joint pin 04) of the lower pillar (JOb), and when bent, the joint pin is inserted as shown in Figure 7. Since the engagement hole (15) is detached from (14), the fulcrum shaft (23) and both leg columns (10a ) (10b) with the joint part (26) at the fifth position.
It is preferable to arrange them in a staggered manner as shown in d of the figure.

ジヨイントピン(14)と上部脚柱(lea)との嵌合
構成は脚柱端縁同士が接合するように嵌合手段(27)
を構成し、両脚柱(lea)(10b)を−直線に伸ば
した状態をシロインドピン(14)により嵌合する。又
、この際、上部脚柱(10a)側からの建゛枠垂直荷重
は主として該上部脚柱(10a)と下部脚柱(10b)
との接合部(2B)を介し下部脚柱(10b)にかかる
ようにして、支点軸(23)の破壊がないようにしてい
る。なお前記した脚柱に設けた鍔(22)は必ずしも必
姿とされるものでなく、脚柱(I0)の上下端が互いに
接合するようになればよい。
The joint pin (14) and the upper pedestal (lea) are fitted together using a fitting means (27) such that the pedestal edges are joined together.
, and the both pedestals (leas) (10b) are fitted in a straightly extended state with a cylindrical pin (14). Also, at this time, the vertical load on the building frame from the upper pedestal (10a) is mainly applied to the upper pedestal (10a) and the lower pedestal (10b).
The fulcrum shaft (23) is prevented from being damaged by hanging on the lower pillar (10b) through the joint (2B) with the fulcrum shaft (23). Note that the collar (22) provided on the pillar described above is not necessarily required, and it is sufficient that the upper and lower ends of the pillar (I0) are joined to each other.

又、当然のことであるが上記継手装置(7)による建枠
(2)の折畳みは、第4図に示すように各プレース(4
)・・・を取り外すことにより折畳みできるものである
Also, as a matter of course, the folding of the building frame (2) by the joint device (7) is performed at each place (4) as shown in Fig. 4.
)... can be folded by removing.

継手装置(7)の支点軸(23)は割りピンを用いて取
付けるようなタイプのものにすれば、上下脚柱支点軸(
23)にカラーを被せてジヨイントブラケット間の間隔
を一定に保つようにしてもよい。
If the fulcrum shaft (23) of the joint device (7) is of the type that can be attached using a split pin, the upper and lower pillar fulcrum shafts (
23) may be covered with a collar to keep the distance between the joint brackets constant.

しかして上記のように構成された足場装置は、非使用状
態、つまり格納時や運搬時は、プレース(4)および手
摺り用杆(9)を取外した状態で、継手装置(7)によ
り各建枠(2)・・・を、脚柱ユニット(+)を基本単
位としてジグザグ状に折畳むことができる。即ち脚柱ユ
ニット(1)は上下方向に順次そ゛の継手装置(7)の
向きを相反する方向に向けた状態で接続されてあり、か
つこれらの継手装置(7)は上下脚柱(10)(10)
同士を一方向にのみ回動折畳み可能にしているので、脚
柱ユニット(1)は順次ジグザグ状に折畳まれるのであ
る。
Therefore, when the scaffolding device configured as described above is not in use, that is, when storing or transporting, the place (4) and the handrail rod (9) are removed, and the joint device (7) The building frame (2)... can be folded in a zigzag shape using the pillar unit (+) as a basic unit. That is, the pedestal units (1) are connected sequentially in the vertical direction with their joint devices (7) facing in opposite directions, and these joint devices (7) are connected to the top and bottom pillars (10). (10)
Since the pillar units (1) can be rotated and folded in only one direction, the pillar units (1) are sequentially folded in a zigzag shape.

更に各足場板(3)・・・はその両端をフック金具(1
2H12)を介し各脚柱ユニット(1)・・・の支持杆
(11)・・・に連結係合させであるので、これを取り
外し、更に又割りピンを取り外し支点軸(23)を抜き
取ることにより、脚柱、足場板、プレースをそれぞれ分
解することができるものである。
Furthermore, each scaffold board (3)... has hook fittings (1
2H12) to the support rods (11) of each pillar unit (1), so remove this, remove the split pin, and remove the fulcrum shaft (23). This allows the pillars, scaffolding boards, and places to be disassembled.

(発明の効果) このように本発明にかかる脚柱ユニットは、脚柱ユニッ
ト同士を支点軸と割ピンで上下の脚柱を自由につぎたし
“できると共に、更に足場板を連結係合して行くことに
より横方向へも自由につぎたしでき、かつ伸縮折畳み自
在の足場装置を簡単容易に組立てできるものである。
(Effects of the Invention) As described above, the pedestal unit according to the present invention allows the pedestal units to be freely connected to each other using the fulcrum shaft and the cotter pin, and also allows the scaffolding boards to be connected and engaged. By moving the scaffolding device, it is possible to freely extend it horizontally, and it is possible to easily assemble a scaffolding device that is expandable and foldable.

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

図面は本発明の一実施例を示し、第1図は脚柱゛ ユニ
ットの側面図、第2図は脚柱ユニットの正面図、第3図
は足場装置の概略正面図、第4図は足場板の取付は状態
を示す斜視図、第5図は継手装置の拡大図、第6図は第
5図の側面図、第7図は継手装置の作動状態図である。 (鳳)・・・脚柱ユニツ)、(2)・・・建枠、(3)
・・・足場板、())・・・継手装置、(10)−・・
脚柱、(ll)−・・支持杆、(14)・・・ジヨイン
トピン、(15)・・・保合孔、(IIE)(17)・
・・ジヨイントブラケット。 第1図          第2図 第3図 月 第7図
The drawings show one embodiment of the present invention, in which Fig. 1 is a side view of the pedestal unit, Fig. 2 is a front view of the pedestal unit, Fig. 3 is a schematic front view of the scaffolding device, and Fig. 4 is a schematic front view of the scaffolding device. FIG. 5 is an enlarged view of the joint device, FIG. 6 is a side view of FIG. 5, and FIG. 7 is a diagram showing the operating state of the joint device. (Otori)...Pillar unit), (2)...Building frame, (3)
...Scaffolding board, ())...Joint device, (10)-...
Pillar, (ll) - Support rod, (14) - Joint pin, (15) - Retaining hole, (IIE) (17) -
...Joint bracket. Figure 1 Figure 2 Figure 3 Moon Figure 7

Claims (1)

【特許請求の範囲】[Claims] 所要の間隔で平行する2本の脚柱を、足場板の端部を係
止するための支持杆で連結し、各脚柱の上下いずれかの
端部にジョイントピンを突設させると共に、他方の端部
に該ジョイントピンが突入嵌合可能な係合孔を開設し、
又脚柱上下端部にそれぞれ連結用ブラケットを固着して
なる建築足場装置用の脚柱ユニット。
Two pillars parallel to each other at a required interval are connected with a support rod for locking the ends of the scaffolding board, and a joint pin is provided protruding from either the upper or lower end of each pillar, and the other An engagement hole into which the joint pin can be inserted is provided at the end of the
Also, a pedestal unit for architectural scaffolding equipment, in which connecting brackets are fixed to the upper and lower ends of the pedestal, respectively.
JP30832287A 1987-12-05 1987-12-05 Stud unit for building scaffold device Granted JPH01151652A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30832287A JPH01151652A (en) 1987-12-05 1987-12-05 Stud unit for building scaffold device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30832287A JPH01151652A (en) 1987-12-05 1987-12-05 Stud unit for building scaffold device

Publications (2)

Publication Number Publication Date
JPH01151652A true JPH01151652A (en) 1989-06-14
JPH0574668B2 JPH0574668B2 (en) 1993-10-18

Family

ID=17979658

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30832287A Granted JPH01151652A (en) 1987-12-05 1987-12-05 Stud unit for building scaffold device

Country Status (1)

Country Link
JP (1) JPH01151652A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63167542U (en) * 1987-04-20 1988-11-01

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63167542U (en) * 1987-04-20 1988-11-01

Also Published As

Publication number Publication date
JPH0574668B2 (en) 1993-10-18

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