JP2583892Y2 - Bracket for temporary scaffold - Google Patents

Bracket for temporary scaffold

Info

Publication number
JP2583892Y2
JP2583892Y2 JP1992087799U JP8779992U JP2583892Y2 JP 2583892 Y2 JP2583892 Y2 JP 2583892Y2 JP 1992087799 U JP1992087799 U JP 1992087799U JP 8779992 U JP8779992 U JP 8779992U JP 2583892 Y2 JP2583892 Y2 JP 2583892Y2
Authority
JP
Japan
Prior art keywords
bracket
scaffold
inner pipe
locking arm
guide groove
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 - Fee Related
Application number
JP1992087799U
Other languages
Japanese (ja)
Other versions
JPH0651392U (en
Inventor
進 神岡
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.)
Tokyu Construction Co Ltd
Original Assignee
Tokyu Construction Co Ltd
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 Tokyu Construction Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP1992087799U priority Critical patent/JP2583892Y2/en
Publication of JPH0651392U publication Critical patent/JPH0651392U/en
Application granted granted Critical
Publication of JP2583892Y2 publication Critical patent/JP2583892Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Mutual Connection Of Rods And Tubes (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本考案は、建築現場の仮設用足場
に取り付ける仮設足場用ブラケットに関し、特に足場板
を係止する足場板係止用アームを伸縮自在とした仮設足
場用ブラケットに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bracket for a temporary scaffold attached to a temporary scaffold at a construction site, and more particularly to a bracket for a temporary scaffold in which a scaffold plate locking arm for locking a scaffold plate can be extended and contracted.

【0002】[0002]

【従来の技術】建築物の建築工事においては、図9に示
すように建築物の側近に足場枠Aを建築物の高さに応じ
て何段にも積み上げて仮設足場を形成している。そして
足場枠Aは建築物の側近に積み上げるようにはしている
ものの、足場枠Aと建築物との間に隙間が生じる場合が
あり、その場合には仮設足場用ブラケット1を用意し、
ブラケットの垂直部材2に備えた取付け具3によって足
場枠Aの建地に取付け、隣接するブラケットの水平部材
4間に足場板Bのクランプ5を掛け渡して足場枠Aと建
築物との間の隙間に足場を形成している。
2. Description of the Related Art In construction work of a building, as shown in FIG. 9, a temporary scaffold is formed by stacking a plurality of scaffold frames A in the vicinity of the building in accordance with the height of the building. Although the scaffolding frame A is stacked near the building, there may be a gap between the scaffolding frame A and the building. In this case, the temporary scaffolding bracket 1 is prepared.
The bracket 3 is attached to the building of the scaffolding frame A by the fixture 3 provided on the vertical member 2 of the bracket, and the clamp 5 of the scaffolding plate B is hung between the horizontal members 4 of the adjacent brackets so that the space between the scaffolding frame A and the building is formed. A scaffold is formed in the gap.

【0003】このとき、足場枠Aと建築物との間の隙間
の距離はところによって異なることが多く、実開平4ー
84656号公報に開示されているように水平部材4を
外管材と内管材とより構成し、伸縮自在にして隙間を調
整できるようにしたものがある。そして水平部材の伸縮
時に内管材が回転したり抜脱しないように、内管材の下
部を窪ませてガイド溝を設け、外管材の内面に設けた突
起を前記ガイド溝に嵌め込むようにしたものが多い。
At this time, the distance of the gap between the scaffolding frame A and the building often varies depending on the location. As disclosed in Japanese Utility Model Laid-Open Publication No. 4-84656, the horizontal member 4 is made of an outer pipe and an inner pipe. There is a configuration in which the gap can be adjusted by making it extendable and contractible. The lower portion of the inner tube is recessed to form a guide groove so that the inner tube does not rotate or come off when the horizontal member expands and contracts, and the projection provided on the inner surface of the outer tube is fitted into the guide groove. There are many.

【0004】[0004]

【考案が解決しようとする課題】しかしながら、内管材
の下部を窪ませてガイド溝を形成すると、内管材の幅は
若干広くなる傾向にあるが、高さが低くなって断面係数
が溝無しの元の管体に比べてかなり小さくなり、所定の
曲げ強度を確保するために内管材の厚みを厚くする等の
考慮が必要となる。
However, when the guide groove is formed by depressing the lower portion of the inner tube, the width of the inner tube tends to be slightly widened, but the height is reduced and the sectional modulus is reduced without the groove. It becomes considerably smaller than the original tube body, and it is necessary to consider, for example, increasing the thickness of the inner tube material in order to secure a predetermined bending strength.

【0005】本考案は上記の点に鑑み、ガイド溝の成型
位置を工夫して断面係数の低下を極力少なくした仮設足
場用ブラケットを提供することを目的とする。
SUMMARY OF THE INVENTION In view of the above, an object of the present invention is to provide a bracket for a temporary scaffold in which a reduction in section modulus is reduced as much as possible by devising a molding position of a guide groove.

【0006】[0006]

【課題を解決するための手段】本考案は上記の目的を達
成するために、足場枠への取付け手段を備えた支柱材に
直角に取り付けた足場板係止用アームを外管材と内管材
により構成して伸縮自在とした仮設足場用ブラケットに
おいて、前記内管材の左右両側にその長手方向に沿った
ガイド溝を夫々形成し、前記外管材の左右両側の内面に
は前記内管材のガイド溝に嵌まり込み、内管材の回転
及び抜け止め防止用突起部を設けたものである。
According to the present invention, in order to achieve the above object, an arm for anchoring a scaffold plate, which is mounted at right angles to a support member having means for mounting to a scaffold frame, is formed by an outer pipe and an inner pipe. in temporary scaffolding bracket and telescopically constructed, that the longitudinal direction on both left and right sides of the inner tube member
The guide groove is formed respectively, in the left and right sides of the inner surface of the outer tube member viewed Mari write fitted in the guide grooves of the inner tube member, the rotation of the inner tube
And a projection for preventing the falling off.

【0007】[0007]

【作用】本考案によれば、内管材の基端部の一部を元の
内管材の外形形状に維持しながら内管材の両側面からプ
レスにより押圧してガイド溝を形成しているので、ガイ
ド溝を形成している部分の断面は、横方向の幅は若干狭
くなるものの、縦方向の高さには変化がなくて断面係数
の低下を極力抑えることができる。したがって加工前の
内管材の曲げ強度を余り低下させることもなく、内管材
の厚みもガイド溝の形成に伴って特に考慮する必要もな
いのである。また、内管材のガイド溝と外管材の突起部
の係合によって内管材の回り止めと抜け止め防止を図る
ことができる。
According to the present invention, a guide groove is formed by pressing both sides of the inner tube by pressing while maintaining a part of the base end of the inner tube in the original outer shape of the inner tube. Although the cross section of the portion where the guide groove is formed has a slightly narrower width in the horizontal direction, the height in the vertical direction does not change, and a decrease in the section modulus can be suppressed as much as possible. Therefore, the bending strength of the inner pipe material before processing is not significantly reduced, and the thickness of the inner pipe material does not need to be particularly considered along with the formation of the guide groove. Also, the engagement between the guide groove of the inner pipe material and the projection of the outer pipe material can prevent the inner pipe material from turning and being prevented from coming off.

【0008】[0008]

【実施例】以下本考案の実施例を図面に基づいて説明す
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the drawings.

【0009】先ず図1〜図5に基づいて説明すると、1
0は本考案のブラケットであって、適宜長さの角パイプ
から成る支柱材11を垂直部材とし、該支柱材11の両
端部には足場枠への取付け手段である取付け具12を固
着している。前記支柱材11の中間部には断面略コ字形
状をした適宜長さの回動用部材13をその凹部が支柱材
11にはまり込むような形で位置させ、その上部付近に
ボルト14を貫通させて回動用部材13を回動自在に軸
着している。
First, referring to FIG. 1 to FIG.
Reference numeral 0 denotes a bracket of the present invention, in which a column member 11 composed of a square pipe having an appropriate length is a vertical member, and a mounting member 12 as a means for mounting to a scaffold frame is fixed to both ends of the column member 11. I have. A rotation member 13 having an approximately U-shaped cross section and an appropriate length is positioned in the middle portion of the support member 11 such that a concave portion of the rotation member 13 fits into the support member 11, and a bolt 14 is inserted near an upper portion thereof. The rotation member 13 is rotatably mounted on the shaft.

【0010】そして回動用部材13の下端部には足場板
Bを係止する水平材である係止用アーム15を回動用部
材13に対して直角に固着してあり、これによって係止
用アーム15はその固着した回動用部材13を支柱材1
1に当接して水平に保持されると共に、回動用部材13
と一体で前記ボルト14の軸着部を中心に上方へ回動さ
せて跳ね上げできる構造としている。
At the lower end of the rotating member 13, a locking arm 15, which is a horizontal member for locking the scaffold B, is fixed at a right angle to the rotating member 13. Reference numeral 15 denotes the column member 1
1 and is held horizontally while the rotating member 13
The structure is such that the bolt 14 can be pivoted upward about the shaft attachment portion of the bolt 14 and jumped up.

【0011】係止用アーム15は外管材16に内管材1
7を挿入して伸縮自在に構成しており、内管材17の両
側面にはその基端部より先端部側に所定距離隔たった位
置から先端部側に向けてプレス加工により直線状に窪ま
せ、内管材17を外管材15より出没させるときのガイ
ド溝18を形成している。このように内管材17の両側
面を窪ませてガイド溝18を形成することによって内管
材17の断面係数は加工前の元の内管材の断面係数と比
べてもさほど低い値にならなくて済む。
The locking arm 15 is connected to the outer tube 16 by the inner tube 1.
7 is inserted into the inner tube 17 so that it can be expanded and contracted. The inner tube 17 is pressed straight from the base end toward the distal end from a position spaced a predetermined distance from the proximal end toward the distal end. The guide groove 18 is formed when the inner pipe 17 is made to protrude and retract from the outer pipe 15. By forming the guide grooves 18 by depressing both side surfaces of the inner pipe 17 in this manner, the section modulus of the inner pipe 17 does not have to be much lower than the section modulus of the original inner pipe before processing. .

【0012】一方、外管材16の内面の所定位置には内
管材17のガイド溝18に嵌り込む突起部19をプレス
加工によって成型している。この突起部19のプレス成
型は内管材17を外管材15に装着後に行なえばよい。
また外管材16の先端下部にはナット20を固着し、該
ナット20にはボルト21を螺着して外管材16を貫通
させ、ボルト21によって出没自在の内管材17の下面
を押し付けて内管材17を任意の位置に固定するように
している。
On the other hand, at a predetermined position on the inner surface of the outer tube 16, a projection 19 to be fitted into the guide groove 18 of the inner tube 17 is formed by press working. The press forming of the projection 19 may be performed after the inner pipe 17 is attached to the outer pipe 15.
A nut 20 is fixed to the lower end of the outer tube 16, and a bolt 21 is screwed into the nut 20 so that the outer tube 16 penetrates. 17 is fixed at an arbitrary position.

【0013】回動用部材13の軸着部付近には、回動用
部材13を係合して固定する係合体22と、係合体22
を引きつけるための引っ張りバネ23とから成る係合手
段を配設してある。前記係合体22は棒状体を渦巻状に
略方形としたもので、係合体22の上部の一辺を支柱材
11の側面に固着した管体24に装着して回動自在に取
り付けている。そして支柱材11に固着した軸体25に
取り付けた引っ張りバネ23によって前記係合体22を
支柱材11側に引っ張るように付勢している。
An engaging member 22 for engaging and fixing the rotating member 13 is provided near the shaft attachment portion of the rotating member 13.
And a tension spring 23 for attracting the spring. The engaging body 22 is a bar-shaped body having a substantially rectangular shape in a spiral shape, and one side of the upper part of the engaging body 22 is attached to a pipe 24 fixed to the side surface of the support member 11 so as to be rotatable. The engaging body 22 is urged by the tension spring 23 attached to the shaft 25 fixed to the support 11 so as to be pulled toward the support 11.

【0014】また、前記回動用部材13の上縁部は係止
用アーム15を上方に跳ね上げたときに係合体22の下
部辺22aが当接しながら回動できるように略円弧状と
すると共に、上縁部の中央部には係合体22の下部辺2
2aが嵌る大きさの係合孔26を切り欠いており、係止
用アーム15を跳ね上げて回動用部材13を水平にした
ときに前記係合孔26が係合体22の下部辺22aを嵌
り込んで係止用アーム15を跳ね上げた状態に保持でき
るようにしてある。
The upper edge of the turning member 13 is formed in a substantially arc shape so that the lower side 22a of the engaging body 22 can turn while contacting when the locking arm 15 is flipped up. The lower edge 2 of the engaging body 22 is located at the center of the upper edge.
An engagement hole 26 having a size that fits into the engagement member 2a is cut out, and the engagement hole 26 engages the lower side 22a of the engagement body 22 when the locking arm 15 is flipped up to level the rotation member 13. The locking arm 15 can be held in a flipped-up state.

【0015】また、支柱材11の下位には係止用アーム
15を支柱材11に対して直角に支持する支持材27を
突き出させており、更に支持材27の先端部には係止用
アーム15の下面を受け止める受板28を取り付けてい
る。
A support member 27 for supporting the locking arm 15 at right angles to the column member 11 is projected below the column member 11, and a locking arm is provided at the tip of the support member 27. A receiving plate 28 for receiving the lower surface of the 15 is attached.

【0016】係止用アーム15の遊端部である内管材1
7の先端部には足場板Bを係止するカラー体29及び足
場板Bが係止用アーム15に沿ってずれるのを防止する
ためのずれ止め片30を固着しており、このずれ止め片
30を貫通して係止用アーム15の遊端部には足場板B
のクランプ5を掛け留めるクランプ留め金具31を取り
付けている。
Inner tube 1 which is a free end of locking arm 15
7, a collar body 29 for locking the scaffold plate B and a slip stopper 30 for preventing the scaffold plate B from shifting along the locking arm 15 are fixed. 30 and a scaffold plate B at the free end of the locking arm 15
The clamp 5 for hanging the clamp 5 is mounted.

【0017】前記クランプ留め金具31は図6、図7に
示すように棒状体を略コ字形状に折り曲げたもので、そ
の一端部は圧縮バネ32及び圧縮バネ32とほぼ同径の
スリーブ33を介装し、受板28に一端部を固定した筒
状体34の中心部を貫通させ、内管材17の下面に穿設
した透孔35から挿入した抜け止めピン36を嵌め入れ
てクランプ留め金具31を抜け止めしている。
As shown in FIGS. 6 and 7, the clamp fastener 31 is formed by bending a rod-like body into a substantially U-shape. One end of the clamp fastener 31 includes a compression spring 32 and a sleeve 33 having substantially the same diameter as the compression spring 32. A clamp is provided by inserting a central portion of a cylindrical body 34 having one end fixed to the receiving plate 28 and inserting a retaining pin 36 inserted through a through hole 35 formed in the lower surface of the inner pipe member 17. 31 is retained.

【0018】また、前記筒状体34には放射状に嵌着溝
37を形成しており、クランプ留め金具31を圧縮バネ
32に抗して押し込んで回動させ、任意の位置で手を離
せばクランプ留め金具31の抜け止めピン36が嵌着溝
37に嵌まり込んで任意の位置で固定できるようにして
ある。またクランプ留め金具31の他端部の先端は内側
に若干折り曲げて足場板Bのクランプ5を確実に掛け止
めることができるようにしてある。
Further, a fitting groove 37 is formed radially in the cylindrical body 34, so that the clamp fastener 31 is pushed and rotated against the compression spring 32, and the hand is released at an arbitrary position. The retaining pin 36 of the clamp metal fitting 31 is fitted in the fitting groove 37 so that it can be fixed at an arbitrary position. Further, the tip of the other end of the clamp fitting 31 is slightly bent inward so that the clamp 5 of the scaffold plate B can be securely hooked.

【0019】次に上記構造を有するブラケットの使用方
法を説明する。
Next, a method of using the bracket having the above structure will be described.

【0020】先ず、図8(a)のように仮設足場の足場
枠Aにブラケット10を取付け具12を介して取り付
け、係止用アーム15を自重により回動用部材13と一
体として軸着部であるボルト14を中心に下方へと回動
させると、断面略コ字形状の回動用部材13が支柱材1
1に当接して係止用アーム15を水平状態に保持する。
この時、支柱材11に突設した支持材21の受板22は
係止用アーム15の下面に当接して補強材として作用す
る。
First, as shown in FIG. 8 (a), the bracket 10 is attached to the scaffold frame A of the temporary scaffold via the fixture 12, and the locking arm 15 is integrated with the rotating member 13 by its own weight at the shaft attachment portion. When the bolt 14 is pivoted downward around the center, the pivoting member 13 having a substantially U-shaped cross section is used.
1 to hold the locking arm 15 in a horizontal state.
At this time, the receiving plate 22 of the support member 21 protruding from the column member 11 abuts on the lower surface of the locking arm 15 and acts as a reinforcing member.

【0021】次に仮設足場の足場枠Aに取り付けた隣接
するブラケット10間に足場板Bを載置するのである
が、足場枠Aと建築物の壁との間が広い場合には係止用
アーム15を構成する外管材16の先端下部のボルト2
1を緩めて外管材16より内管材17を引き出す。
Next, the scaffold plate B is placed between the adjacent brackets 10 attached to the scaffold frame A of the temporary scaffold. When the space between the scaffold frame A and the wall of the building is wide, the scaffold plate B is used for locking. Bolt 2 at the lower end of outer tube 16 constituting arm 15
1 is loosened and the inner tube 17 is pulled out from the outer tube 16.

【0022】内管材17の両側面にはガイド溝18を形
成してあり、更に外管材16の内周面には前記ガイド溝
18に嵌り込む突起部19を突設しているので、内管材
17は突起部19により規制されて回転することなく引
き出される。またガイド溝18は内管材17の基端部よ
り先端部側に所定距離隔てて形成しているので、内管材
17の引き出し時にはガイド溝18の終端部で停止して
抜け落ちることがない。
A guide groove 18 is formed on both side surfaces of the inner pipe member 17, and a projection 19 that fits into the guide groove 18 is formed on the inner peripheral surface of the outer pipe member 16. 17 is pulled out without being rotated by being regulated by the projection 19. Further, since the guide groove 18 is formed at a predetermined distance from the base end of the inner pipe member 17 to the distal end side, when the inner pipe member 17 is pulled out, it stops at the end of the guide groove 18 and does not fall off.

【0023】このように内管材17を引き出した後にボ
ルト21をねじ込んで内管材17を押し付けて固定し、
足場板Bを内管材17と外管材16に渡って係止して足
場を形成するのである。
After the inner tube 17 is pulled out, the bolt 21 is screwed in and the inner tube 17 is pressed and fixed.
The scaffold plate B is locked across the inner pipe 17 and the outer pipe 16 to form a scaffold.

【0024】そして内管材17の断面形状は元の管形状
に比較して横幅は若干狭まっているものの高さは変化し
ないため、元の内管材17に対して断面係数もさほど小
さくならず、曲げ強度の低下も殆どないため、内管材1
7の厚みを特別厚くしなくても所定の支持強度を確保す
ることができる。
The cross-sectional shape of the inner pipe 17 is slightly smaller in width than the original pipe shape, but the height does not change. Since there is almost no decrease in strength, the inner pipe material 1
A predetermined supporting strength can be ensured without making the thickness of the 7 special.

【0025】また建築物の外壁の塗装やタイル貼り等の
工事を行なう時にはブラケット10により支持した足場
板Bが邪魔になるので、図8(b)、(c)に示すよう
に足場板Bを取り付けたまま係止用アーム15を上方に
向けて跳ね上げる。これによって、係止用アーム15は
一体的に固着した回動用部材13の軸着部のボルト14
を中心に回動する。係止用アーム15の回動に伴って図
8(b)のように回動用部材13の上縁部が係合体22
の下部辺22aを押し除けるように回転し、図8(c)
のように回動用部材13が水平状態になると上縁部の係
合孔26に下部辺22aが嵌り込んで固定される。
Further, the scaffolding plate B supported by the bracket 10 becomes an obstacle when performing construction work such as painting or tiling of the outer wall of the building, so that the scaffolding plate B is attached as shown in FIGS. 8 (b) and 8 (c). The locking arm 15 is flipped upward while being attached. As a result, the locking arm 15 is fixed to the bolt 14 of the shaft attachment portion of the rotating member 13 which is integrally fixed.
Around the center. As shown in FIG. 8B, the upper edge of the turning member 13 is brought into engagement with the engaging body 22 as the locking arm 15 turns.
8 (c).
When the rotation member 13 is in the horizontal state as described above, the lower side 22a is fitted into the engagement hole 26 at the upper edge and fixed.

【0026】また、ブラケット10から足場板Bが脱落
しないようにクランプ留め金具31で固定しておくので
あるが、このクランプ留め金具31の操作方法は、先ず
足場板Bを係止用アーム15に載置する時には図7の仮
想線で示すようにクランプ留め金具31を足場板Bの係
止の邪魔にならないように足場板の掛け止め側方向によ
って左右どちらか一方側に回動させておく。このクラン
プ留め金具31の回動操作はクランプ留め金具31を圧
縮バネ32に抗して押し込めば回動自在となる。
Further, the scaffold plate B is fixed with the clamp fastener 31 so that the scaffold plate B does not fall off from the bracket 10. The operation method of the clamp fastener 31 is as follows. At the time of mounting, as shown by the imaginary line in FIG. 7, the clamp fitting 31 is rotated leftward or rightward depending on the latching side direction of the scaffold plate so as not to hinder the locking of the scaffold plate B. The turning operation of the clamp fastener 31 can be freely rotated by pushing the clamp fastener 31 against the compression spring 32.

【0027】そしてブラケット10に足場板Bを掛け渡
せばクランプ留め金具31を垂直位置に回動させて足場
板Bのクランプ5に掛け留めしておくのである。このよ
うにクランプ留め金具31を足場板Bのクランプ5に掛
け留めしておけばブラケット10を跳ね上げても足場板
Bが脱落することはないのである。
Then, when the scaffold plate B is hung over the bracket 10, the clamp fastener 31 is rotated to the vertical position and is hung on the clamp 5 of the scaffold plate B. If the clamp fastener 31 is hung on the clamp 5 of the scaffold plate B as described above, the scaffold plate B will not fall off even if the bracket 10 is flipped up.

【0028】なお、上述の実施例では跳ね上げ式のブラ
ケットについて本考案を採用した例を説明したが、跳ね
上げ式でないブラケットにも採用できることは言うまで
もない。
In the above-described embodiment, an example in which the present invention is applied to a flip-up type bracket has been described. However, it is needless to say that the present invention can be applied to a bracket which is not a flip-up type.

【0029】[0029]

【考案の効果】以上のように本考案に係るブラケットに
よれば、足場板Bを係止する係止用アーム15の内管材
17の両側面にガイド溝18をプレス加工により成型し
たので、内管材17の断面形状は略繭形状となり、内管
材17の断面係数は元の管材そのものの断面係数よりも
さほど低下させることもなく、内管材17の厚みを従来
と同等にしても曲げ強度が低下することはない。また、
内管材17のガイド溝18と外管材16の突起部19の
係合によって内管材17の回り止めと抜け止め防止を図
ることができる。
As described above, according to the bracket according to the present invention, the guide grooves 18 are formed by press working on both side surfaces of the inner pipe member 17 of the locking arm 15 for locking the scaffold plate B. The cross-sectional shape of the tube 17 is substantially cocoon-shaped, and the cross-sectional modulus of the inner tube 17 does not decrease much less than the cross-sectional coefficient of the original tube itself. I will not do it. Also,
Engagement of the guide groove 18 of the inner pipe 17 with the projection 19 of the outer pipe 16 can prevent the inner pipe 17 from rotating and preventing it from coming off.

【0030】[0030]

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

【図1】本考案の一実施例を示す正面図である。FIG. 1 is a front view showing an embodiment of the present invention.

【図2】図1の側面図である。FIG. 2 is a side view of FIG.

【図3】図1の平面図である。FIG. 3 is a plan view of FIG. 1;

【図4】図1のC−C線拡大断面図である。FIG. 4 is an enlarged sectional view taken along line CC of FIG. 1;

【図5】外管材先端部の切り欠き部分断面図である。FIG. 5 is a partially cutaway sectional view of a distal end portion of an outer tube material.

【図6】内管材先端部の切り欠き部分断面図である。FIG. 6 is a partially cutaway sectional view of a distal end portion of an inner pipe material.

【図7】係止用アーム先端部のクランプ留め金具の動作
を説明する図である。
FIG. 7 is a view for explaining the operation of a clamp fitting at the distal end of the locking arm.

【図8】ブラケットの動作を説明する図である。FIG. 8 is a diagram illustrating the operation of the bracket.

【図9】従来のブラケットの使用状態を示す説明図であ
る。
FIG. 9 is an explanatory view showing a use state of a conventional bracket.

【符号の説明】[Explanation of symbols]

10…ブラケット 11…支柱材 12…取付け具 13…回動用部
材 14…ボルト(軸着部) 15…係止用ア
ーム 16…外管材 17…内管材 18…ガイド溝 19…突起部 22…係合体 23…引っ張り
バネ 26…係合穴 27…支持材 31…クランプ留め金具
DESCRIPTION OF SYMBOLS 10 ... Bracket 11 ... Prop material 12 ... Fixture 13 ... Rotating member 14 ... Bolt (shaft attaching part) 15 ... Locking arm 16 ... Outer pipe material 17 ... Inner pipe material 18 ... Guide groove 19 ... Projection part 22 ... Engagement body 23 ... Tension spring 26 ... Engagement hole 27 ... Support material 31 ... Clamp fastener

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E04G 5/06──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 6 , DB name) E04G 5/06

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】足場枠への取付け手段を備えた支柱材に直
角に取り付けた足場板係止用アームを外管材と内管材に
より構成して伸縮自在とした仮設足場用ブラケットにお
いて、前記 内管材の左右両側にその長手方向に沿ったガイド溝
を夫々形成し、 前記外管材の左右両側の内面には前記内管材のガイド
溝に嵌まり込み、内管材の回転及び抜け止め防止用突起
部を設けたことを特徴とする、 仮設足場用ブラケット。
1. A temporary scaffolding bracket which is made of an outer tube and an inner tube so as to be extendable and contractable, comprising a scaffold plate locking arm attached at right angles to a column member provided with means for attaching to a scaffold frame. Guide grooves along its length on the left and right sides of
The outer pipe material is fitted into each guide groove of the inner pipe material on the left and right inner surfaces thereof, and provided with a projection for preventing rotation and retaining of the inner pipe material, for a temporary scaffold. bracket.
JP1992087799U 1992-12-22 1992-12-22 Bracket for temporary scaffold Expired - Fee Related JP2583892Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1992087799U JP2583892Y2 (en) 1992-12-22 1992-12-22 Bracket for temporary scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1992087799U JP2583892Y2 (en) 1992-12-22 1992-12-22 Bracket for temporary scaffold

Publications (2)

Publication Number Publication Date
JPH0651392U JPH0651392U (en) 1994-07-12
JP2583892Y2 true JP2583892Y2 (en) 1998-10-27

Family

ID=13925033

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1992087799U Expired - Fee Related JP2583892Y2 (en) 1992-12-22 1992-12-22 Bracket for temporary scaffold

Country Status (1)

Country Link
JP (1) JP2583892Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2756235B2 (en) * 1994-09-19 1998-05-25 文雄 藤木 Scaffold cloth board, scaffold cloth board receiving member, scaffold prop, scaffold handrail member, scaffold member connecting device and scaffold device

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH029248U (en) * 1988-07-01 1990-01-22
JP2543954Y2 (en) * 1990-11-30 1997-08-13 岡部株式会社 Overhang scaffolding bracket

Also Published As

Publication number Publication date
JPH0651392U (en) 1994-07-12

Similar Documents

Publication Publication Date Title
JP2583892Y2 (en) Bracket for temporary scaffold
JPS59500138A (en) Improved adjustable brace or prop
JP4042105B2 (en) Scaffolding bracket
US5441125A (en) Platform for temporary attachment to walls
JP2504632Y2 (en) Rain avoidance device on frame scaffolding
US4771972A (en) Bracket for self-securement to a structural support member
JP2583516Y2 (en) Bracket for temporary scaffold
JP3525106B2 (en) Net bracket
JP2528769B2 (en) Fall prevention member for frame scaffolding
JP4011436B2 (en) Handrail mounting device and handrail support
JP2598084B2 (en) Clearance bracket
JPH0332675Y2 (en)
JP2561926Y2 (en) Bracket for temporary scaffold
JPS6332852Y2 (en)
JPS608037Y2 (en) Supporting hardware for temporary scaffolding boards
JP2539281Y2 (en) Telescopic structure of concrete form support rod
JP3112689U (en) Safety stepladder
JP6616456B1 (en) Stepladder combined with balance adjuster
JPH0516349Y2 (en)
JPS6236957Y2 (en)
JPH0532589Y2 (en)
JPH089315Y2 (en) Supports attached to vertical pipes such as scaffolds
JPH08432Y2 (en) Scaffold structure
JP2000303683A (en) Bracket for working floor
JP2854844B2 (en) Roof ladder

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees