JP2500347Y2 - Brace handrail frame for temporary scaffolding - Google Patents

Brace handrail frame for temporary scaffolding

Info

Publication number
JP2500347Y2
JP2500347Y2 JP1993018320U JP1832093U JP2500347Y2 JP 2500347 Y2 JP2500347 Y2 JP 2500347Y2 JP 1993018320 U JP1993018320 U JP 1993018320U JP 1832093 U JP1832093 U JP 1832093U JP 2500347 Y2 JP2500347 Y2 JP 2500347Y2
Authority
JP
Japan
Prior art keywords
frame
building
brace
building frame
handrail frame
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
JP1993018320U
Other languages
Japanese (ja)
Other versions
JPH0678492U (en
Inventor
正大 松浦
映一 合川
洋 寺田
哲雄 戸井
基史 佐竹
Original Assignee
アサヒ産業株式会社
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 アサヒ産業株式会社 filed Critical アサヒ産業株式会社
Priority to JP1993018320U priority Critical patent/JP2500347Y2/en
Publication of JPH0678492U publication Critical patent/JPH0678492U/en
Application granted granted Critical
Publication of JP2500347Y2 publication Critical patent/JP2500347Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

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

【0001】[0001]

【産業上の利用分野】この考案は、枠組仮設足場の組立
てに使用するブレース手摺枠、更に詳しくは、建枠の上
部を結合すると共に、足場板の上部に上階床用の安全手
摺枠を構築することができる仮設足場用ブレース手摺枠
に関する。
[Industrial application] This invention relates to a brace handrail frame used for assembling a frame temporary scaffold, and more specifically, connecting the upper part of a building frame with a safety handrail frame for upper floors on the upper part of the scaffold plate. The present invention relates to a brace handrail frame for temporary scaffolding that can be constructed.

【0002】[0002]

【従来の技術】従来、建枠を用いて枠組仮設足場を構築
するには、対向状に配置した建枠をX字状のブレースで
結合すると共に、両建枠の上部横桟間に足場板を架設し
て両建枠を自立させ、これを横方向に連続して一階床を
構築し、次に足場板上に載って各建枠上に新たな建枠を
継ぎ足し、対向する建枠をブレースによる結合と足場板
の架設によって組み、二階床を構築する。
2. Description of the Related Art Conventionally, in order to construct a framed temporary scaffolding using a building frame, the building frames arranged opposite to each other are connected by an X-shaped brace, and scaffolding boards are provided between the upper horizontal rails of both building frames. Erection of both building frames to make them stand-alone, which are continuously constructed in the lateral direction to build a first-floor floor, and then placed on scaffolding boards to add new building frames on each building frame, and the opposing building frames The second floor is constructed by combining with the braces and installing scaffolding boards.

【0003】このように、各階床を上方へ順次繰返して
組立てることにより、所望する高さの枠組架設足場を構
築するものであり、足場の解体は上記と逆に上位の階床
から順に解体していく。
In this way, by constructing a framed erection scaffold of a desired height by sequentially and repeatedly assembling each floor, the scaffolds are disassembled in order from the upper floors. To go.

【0004】[0004]

【考案が解決しようとする課題】ところで、従来のブレ
ースは、二本のパイプをX字状に結合した構造になって
いるため、対向する建枠を互に結合するだけであり、階
床の組立て後においては足場板の両側に安全柵を形成す
る機能をもつことになるが、上位階床を組立てる作業時
は、建枠の建込み後に対向する建枠を結合するため、上
位階床の組立て作業時には足場板の両側に手摺等の安全
を確保するものが全く存在しないことになり、足場組立
てが高くなるにつれ作業の危険度が増すという問題があ
る。また、解体時も同様である。
By the way, since the conventional brace has a structure in which two pipes are connected to each other in an X-shape, it is only necessary to connect the opposing building frames to each other, and After assembly, it will have the function of forming safety fences on both sides of the scaffolding board, but when assembling the upper floors, the opposite building frames are connected after the building frames are installed, so At the time of assembling work, there is no such thing as a handrail to secure safety on both sides of the scaffolding plate, and there is a problem that the risk of work increases as the scaffolding assembly becomes higher. The same applies when dismantling.

【0005】また、市街地などにおいて、近年、環境美
化の向上が大きな課題になっており、建物の外周を囲む
仮設足場においても美感が要求されるようになっている
が、従来の仮設足場は、建枠をX字状のブレースで連結
した外観になっているため、デザイン性にとぼしく美感
に欠けるという問題がある。
Further, in recent years, improvement of environmental beautification has become a major issue in urban areas and the like, and a temporary scaffold surrounding the outer periphery of a building is now required to have a beautiful appearance. There is a problem in that the building frame has an unsightly design and lacks aesthetics because it has the appearance of connecting building frames with X-shaped braces.

【0006】そこでこの考案は、上記のような問題点を
解決するため、仮設足場の組立て及び解体作業の安全性
を大幅に向上させることができると共に、デザイン性も
向上させることができる仮設足場用ブレース手摺枠を提
供することを課題としている。
Therefore, in order to solve the above problems, the present invention can significantly improve the safety of the assembly and dismantling work of the temporary scaffold, and at the same time, improve the design of the temporary scaffold. The challenge is to provide brace handrail frames.

【0007】[0007]

【課題を解決するための手段】上記のような課題を解決
するため、この考案は、対向する建枠間に納まる幅と建
枠の高さの2分の1程度の高さを有する枠状に形成した
ブレース手摺枠の両側で下端部寄りの位置に、建枠の横
桟と縦柱に係止するクランプ金具と、このクランプ金具
よりも下方に位置し、建枠の縦柱に設けたブレースピン
に係止するロックプレートと、このロックプレートの下
方に位置し、水平状態から上方に起立する回動が自在と
なるよう枢着され、水平状態で建枠の縦柱に先端の凹欠
が外接する建枠ホルダーを設けた構成を採用したもの
である。
In order to solve the above problems, the present invention has a width and a building which can be accommodated between opposing building frames.
The position of the lower end portion toward both sides of the brace handrail frame formed in a frame shape having one degree of the height of half the height of the frame, a clamp fitting for locking the rungs and longitudinal columns of Kenwaku, this Clamp metal
Lock plate that is located below the lock plate that locks to the brace pin provided on the vertical column of the building frame, and below this lock plate.
It is located in one direction and can be rotated freely to stand upright from the horizontal state.
It is pivotally attached so that it is horizontal, and the vertical pillar of the building frame is notched at the tip .
The structure employs a structure in which a building frame holder is circumscribed.

【0008】[0008]

【作用】対向する建枠間にブレース手摺枠を臨ませ、ク
ランプ金具を建枠の横桟と縦柱に係止すると共に、ロッ
クプレートを建枠の上部ブレースピンに係止し、建枠ホ
ルダーで建枠の縦柱を保持すると、対向する建枠をブレ
ース手摺枠で結合することができると共に、ブレース手
摺枠の上半部が建枠の横桟間に架設した足場板の上部側
方に突出して起立し、上位足場板上で行なう建枠継足し
作業時にブレース手摺枠で作業者の安全を確保すること
ができる。
[Function] A brace handrail frame is made to face between the opposing building frames, the clamp metal fittings are locked to the horizontal rails and the vertical columns of the building frame, and the lock plate is locked to the upper brace pins of the building frame, thereby building frame holders. By holding the vertical columns of the building frame with, the opposing building frames can be joined with the brace handrail frame, and the upper half of the brace handrail frame is located on the upper side of the scaffolding board installed between the horizontal rails of the building frame. It is possible to secure the worker's safety with the brace handrail frame at the time of projecting to stand up and adding the building frame on the upper scaffolding plate.

【0009】[0009]

【実施例】以下、この考案の実施例を添付図面に基づい
て説明する。
Embodiments of the present invention will be described below with reference to the accompanying drawings.

【0010】先ず、建枠1は周知のように、パイプを用
いた一対の縦柱2、2を横桟3で結合した門形や鳥居形
に形成され、縦柱2、2の上下端部にブレースピン4、
5が突設され、横桟3に足場板6が架設されると共に、
上下の建枠はジョイント7で結合されて上方に継足され
ることになる。
First, as is well known, the building frame 1 is formed in a gate shape or a torii shape in which a pair of vertical columns 2 and 2 using pipes are connected by a horizontal rail 3, and the upper and lower ends of the vertical columns 2 and 2 are formed. Brace pin 4,
5, the scaffolding plate 6 is erected on the horizontal rail 3, and
The upper and lower building frames will be joined by a joint 7 and added upward.

【0011】次に、ブレース手摺枠8は、図2のよう
に、両側に平行配置となる一対の支柱9、9と、両支柱
9、9の下端部を結合する下部横桟10と、両支柱9、
9の上端部を結合する上部横桟11と、両支柱9、9の
途中を結合する補強パイプ12とからなり、これらは鋼
管等を用い、所定の間隔で対向する建枠1、1間に納ま
る幅と建枠1の高さの2分の1強の高さに形成されてい
る。なお、ブレース手摺枠8のパターン形状は、強度的
に実用化できる範囲で任意のデザインを採用すればよ
い。
Next, as shown in FIG. 2, the brace handrail frame 8 has a pair of columns 9 and 9 arranged in parallel on both sides, a lower cross rail 10 connecting the lower ends of both columns 9 and 9, and both. Prop 9,
An upper horizontal rail 11 for connecting the upper end of 9 and a reinforcing pipe 12 for connecting the middle of both columns 9, 9 are made of steel pipe or the like, and are provided between the building frames 1, 1 facing each other at a predetermined interval. It is formed with a width that fits in and a height that is slightly over half the height of the building frame 1. The pattern shape of the brace handrail frame 8 may be any design as long as it can be practically used in terms of strength.

【0012】上記ブレース手摺枠8における両支柱9、
9には、このブレース手摺枠8と建枠1、1を結合して
建枠1の起立保持と強度を向上させ、同時に建枠1に対
するブレース手摺枠8の固定化を図るため、縦柱2と横
桟3に係止するクランプ金具13と、縦柱2に係止する
ロックプレート14及び建枠ホルダー15とが取付けら
れている。
Both columns 9 of the brace handrail frame 8,
In FIG. 9, the brace handrail frame 8 and the building frames 1 and 1 are connected to each other in order to improve the upright holding and strength of the building frame 1 and at the same time to fix the brace handrail frame 8 to the building frame 1. A clamp fitting 13 that is locked to the horizontal rail 3, a lock plate 14 and a building frame holder 15 that are locked to the vertical column 2 are attached.

【0013】クランプ金具13は、両支柱9、9の下端
部に近い位置に固定され、このクランプ金具13を建枠
1の上部横桟3と縦柱2に係止することにより、建枠1
に対するブレース手摺枠8の取付け位置の基準が設定さ
れることになる。
The clamp metal fitting 13 is fixed at a position close to the lower end portions of both columns 9, and the clamp metal fitting 13 is locked to the upper horizontal rail 3 and the vertical pillar 2 of the building frame 1 so that the building frame 1
The reference of the mounting position of the brace handrail frame 8 with respect to is set.

【0014】上記クランプ金具13は、図4と図5に示
すように、ブレース手摺枠8の支柱9に外方へ突出する
よう固定した金具本体16と、この金具本体16に取付
けたフック17とからなり、金具本体16は、水平上壁
18の先端に、縦柱2の外周面で横桟3側の略4分の1
外周面に当接する凹欠部19を設け、上壁18の両側に
設けた側壁20、21の一方で、横桟3側に位置する側
壁20の先端に、横桟3の上部略4分の1外周面に当接
する凹欠部22を設け、両側壁20、21の後端に突設
した取付片23、24をピン25で支柱9に固定した構
造になっている。従って、金具本体16は、その先端が
縦柱2に外接すると同時に横桟3上に当接することにな
る。
As shown in FIGS. 4 and 5, the clamp metal fitting 13 includes a metal fitting body 16 fixed to the pillar 9 of the brace handrail frame 8 so as to project outward, and a hook 17 attached to the metal fitting body 16. The metal fitting body 16 is formed at the tip of the horizontal upper wall 18 at the outer peripheral surface of the vertical column 2 and is approximately a quarter on the horizontal rail 3 side.
One of the side walls 20 and 21 provided on both sides of the upper wall 18 is provided with a recessed portion 19 that comes into contact with the outer peripheral surface, and at the tip of the side wall 20 located on the side of the horizontal rail 3, the upper portion of the horizontal rail 3 is divided into approximately four quarters. 1 is provided with a recess 22 that abuts the outer peripheral surface, and mounting pieces 23 and 24 projecting from the rear ends of the side walls 20 and 21 are fixed to the column 9 by pins 25. Therefore, the metal fitting body 16 comes into contact with the horizontal rail 3 at the same time as the tip of the metal fitting 16 contacts the vertical column 2.

【0015】フック17は金具本体16の両側壁20、
21間に納まるよう側面略三角形に形成され、側壁2
0、21間に架設した支点ピン26で途中が支持されて
揺動自在となっている。このフック17は上壁18及び
側壁20に設けた凹欠部19、20と丁度上下逆になる
ように、先端部に縦柱2の横桟3と反対側の外面に略2
分の1の範囲で外接する半円状の凹欠部27が設けら
れ、一方側板28の先端部上縁が横桟3の下部に対する
当接部29となっている。
The hook 17 is formed on both side walls 20 of the metal fitting body 16,
The side wall 2 is formed into a substantially triangular shape so as to fit between the two 21
The midway is supported by a fulcrum pin 26 installed between 0 and 21 and is swingable. The hook 17 has a recessed portion 19 and 20 provided on the upper wall 18 and the side wall 20, which are turned upside down.
A semicircular concave cutout portion 27 that is circumscribed in a range of one-half is provided, and the upper edge of the tip of one side plate 28 serves as a contact portion 29 for the lower portion of the horizontal rail 3.

【0016】金具本体16における両側壁20、21の
上部に上下方向の長孔30を設け、両長孔30間にロッ
クピン31を上下動可能に架設し、このロックピン31
が下降位置にあるときフック17の上面に当接し、フッ
ク17が図4(A)の時計方向へ回動するのを阻止し、
先端が縦柱2及び横桟3に当接する状態を固定化すると
共に、ロックピン31を引上げるとフック17は自重で
図4(A)の時計方向に回動し、縦柱2及び横桟3への
当接を解くようになっている。
Vertical holes 30 are provided in the upper portions of both side walls 20 and 21 of the metal fitting body 16, and a lock pin 31 is vertically movably installed between the long holes 30.
Comes into contact with the upper surface of the hook 17 when it is in the lowered position to prevent the hook 17 from rotating clockwise in FIG. 4 (A),
While fixing the state in which the tip is in contact with the vertical pillar 2 and the horizontal rail 3, when the lock pin 31 is pulled up, the hook 17 rotates by its own weight in the clockwise direction in FIG. It is designed to release the contact with 3.

【0017】上記のように、クランプ金具13は、縦柱
2と横桟3に対して外接し、上下方向及び横桟3の軸方
向に沿う横方向の移動が防止され、これにより、ブレー
ス手摺枠8は建枠1に対して上記方向に固定化される。
As described above, the clamp metal fitting 13 is circumscribed with respect to the vertical column 2 and the horizontal rail 3 and is prevented from moving in the vertical direction and in the horizontal direction along the axial direction of the horizontal rail 3, whereby the brace handrail is provided. The frame 8 is fixed to the building frame 1 in the above direction.

【0018】前記したロックプレート14は、ブレース
手摺枠8の支柱9における上下方向の中間部とクランプ
金具13の下方との二個所の位置に取付けられ、下位の
ロックプレート14は建枠1の上部ブレースピン4と対
応し、上位のロックプレート14は上位建枠1の下部ブ
レースピン5と対応する。
The above-mentioned lock plates 14 are attached to two positions of the brace handrail frame 8 on the pillar 9 in the vertical direction and below the clamp fittings 13, and the lower lock plate 14 is the upper part of the building frame 1. Corresponding to the brace pin 4, the upper lock plate 14 corresponds to the lower brace pin 5 of the upper building frame 1.

【0019】このロックプレート14は、図7(A)、
(B)の如く、支柱9にピン32で枢止した後端を中心
に上下に揺動自在となり、ピン32に組込んだばね33
によって姿勢が保持されると共に、先端の下部にブレー
スピン4又は5に対する係合切欠34を設けて形成さ
れ、このロックプレート14によってブレース手摺枠8
を建枠1に対して、建枠1の並列方向に固定できる。
This lock plate 14 is shown in FIG.
As shown in (B), it is possible to swing up and down around the rear end pivotally fixed to the support column 9 by the pin 32, and the spring 33 assembled in the pin 32.
The brace handrail frame 8 is formed by the lock plate 14 which holds the posture and is provided with an engaging notch 34 for the brace pin 4 or 5 at the lower end of the tip.
Can be fixed to the building frame 1 in the parallel direction of the building frame 1.

【0020】ブレース手摺枠8は、クランプ金具13で
建枠1の横桟3に係止されるので、クランプ金具13を
基準にして上下の位置が決まり、これにより、既成建枠
のブレースピン4、5をそのまま有効利用できる。
Since the brace handrail frame 8 is locked to the horizontal rail 3 of the building frame 1 by the clamp metal fitting 13, the upper and lower positions are determined on the basis of the clamp metal fitting 13, whereby the brace pin 4 of the existing building frame is determined. 5 can be effectively used as it is.

【0021】前記建枠ホルダー15は、支柱9の上下両
端部に取付けられ、図6(A)、(B)に示すように、
後端の二又部を支柱9に外嵌してピン35で上下に揺動
自在となるよう枢止し、先端に建枠1の縦柱2に対して
外接する略半円形の凹欠部36を設けて形成され、この
建枠ホルダー15は、ブレース手摺枠1の着脱時、図6
(B)に一点鎖線で示すように、支柱9へ外嵌するよう
起立させておき、建枠1との結合時は同図(B)の実線
のように、伏倒させて先端の凹欠部36を縦柱2に外嵌
する。
The building frame holders 15 are attached to the upper and lower ends of the column 9, and as shown in FIGS. 6 (A) and 6 (B),
The rear end bifurcated portion is fitted onto the column 9 and pivotally fixed by a pin 35 so as to be vertically swingable, and a substantially semi-circular recessed portion which is circumscribed at the tip with respect to the vertical column 2 of the building frame 1. 36, the building frame holder 15 is provided with the brace handrail frame 1 as shown in FIG.
As shown by the alternate long and short dash line in (B), it is erected so as to be fitted onto the column 9, and when it is connected to the building frame 1, it is laid down to form a concave notch as shown by the solid line in FIG. The portion 36 is fitted on the vertical column 2.

【0022】これによってブレース手摺枠8は、建枠1
に対して幅方向及び並列方向の何れにも固定化されるこ
とになる。
As a result, the brace handrail frame 8 becomes the building frame 1.
On the other hand, it is fixed in both the width direction and the parallel direction.

【0023】なお、図1と図2において、最下部建枠に
おける下部を結合するため、最下位用ブレース枠41が
別途用意されている。この最下位用ブレース枠41は先
に述べたブレース手摺枠8と上下の高さ寸法が短い以外
は略同様の構造を有し、両側支柱42、42の上下を上
部横桟43と下部横桟44で結合し、上下の横桟43、
44間に補強パイプ45を設けると共に、両支柱42、
44の各上下端部に建枠ホルダー15と、下部寄りの位
置に下位ブレースピン5に対するロックプレート14a
を取付けた構造になっている。
1 and 2, a lowermost brace frame 41 is separately prepared in order to connect the lower parts of the lowermost building frame. This bottom brace frame 41 has substantially the same structure as the above-mentioned brace handrail frame 8 except that the vertical height is short. 44, and upper and lower horizontal bars 43,
While providing a reinforcing pipe 45 between 44, both columns 42,
The building frame holders 15 are provided at the upper and lower ends of 44, respectively, and the lock plates 14a for the lower brace pins 5 are provided at positions near the bottom.
It has a structure with attached.

【0024】上記、ロックプレート14aは、図8
(A)、(B)の如く、建枠2の下部に固定したブレー
スピン5と対応する位置に、支柱42から外側に向けて
突出するように固定され、先端部にブレースピン5へ外
嵌挿する孔37が設けられている。
The lock plate 14a is shown in FIG.
As shown in (A) and (B), the brace pin 5 is fixed at a position corresponding to the brace pin 5 fixed to the lower portion of the building frame 2 so as to project outward from the support column 42, and is fitted onto the brace pin 5 at the tip end portion. A hole 37 for inserting is provided.

【0025】このロックプレート14aにより、建枠1
と1間にブレース枠41を取付けるとき、建枠1、1に
対するブレース枠41の上下取付け位置が決定され、ブ
レース枠41は両側の建枠ホルダー15とロックプレー
ト14aにより、両側に対向する建枠1、1を結合する
ブレースの役目を果すことになる。
With this lock plate 14a, the building frame 1
When mounting the brace frame 41 between the building frames 1 and 1, the vertical mounting position of the brace frame 41 with respect to the building frames 1 and 1 is determined, and the brace frame 41 is opposed to the building frames by the building frame holders 15 and the lock plates 14a on both sides. It will serve as a brace that joins the 1 and the 1 together.

【0026】この考案のブレース手摺枠は上記のような
構成であり、仮設枠組足場を構築するには、一階床用の
最下位建枠1、1を両側に対向させ、建物と反対側の位
置にある縦柱2の下部を最下位ブレース枠41で互に結
合する。
The brace handrail frame of the present invention is constructed as described above, and in order to construct the temporary frame scaffold, the lowest building frames 1 and 1 for the first floor are opposed to each other on the opposite side of the building. The lower portions of the vertical columns 2 in the position are connected to each other by the lowermost brace frame 41.

【0027】この結合作業は、両側のロックプレート1
4a、14aを下位ブレースピン5に挿入し、この後、
上下の建枠ホルダー15を外方へ倒すことによって行な
う。
This coupling work is performed by the lock plates 1 on both sides.
Insert 4a and 14a into the lower brace pin 5, and then
This is done by tilting the upper and lower building frame holders 15 outward.

【0028】次に、ブレース手摺枠8を両手で水平に保
持し、対向する建枠1、1間において、建物と反対側の
縦柱2、2間の上部に臨ませ、両側クランプ金具13を
建枠1の縦柱2と水平横桟3に対して外接させる。
Next, the brace handrail frame 8 is horizontally held by both hands, and is faced to the upper part between the vertical columns 2 and 2 on the opposite side of the building between the opposing building frames 1 and 1, and the both side clamp fittings 13 are attached. The vertical pillar 2 and the horizontal horizontal rail 3 of the building frame 1 are circumscribed.

【0029】クランプ金具13は、予めロックピン31
を引上げ、フック17を先端が下向きとなる姿勢にして
おき、先ず、金具本体16の先端に設けた凹欠部22を
横桟3上に当接させ、次にブレース手摺枠8全体を外方
に押し、凹欠部19を縦柱2に当接させる。
The clamp fitting 13 has a lock pin 31 in advance.
And the hook 17 is in a posture in which the tip end faces downward, and first, the recessed portion 22 provided at the tip end of the metal fitting body 16 is brought into contact with the horizontal rail 3, and then the entire brace handrail frame 8 is moved outward. To push the recessed portion 19 into contact with the vertical column 2.

【0030】この後、フック17を先端が建枠1側に向
くよう回動させ、先端の凹欠部27を縦柱2に当接さ
せ、当接部29を横桟3の下面に当接させれば、図4の
ように、ロックピン31がフック17の上面に載り、フ
ック17の姿勢が自動的にロックされる。
Thereafter, the hook 17 is rotated so that the tip end faces the building frame 1 side, the recessed portion 27 at the tip end is brought into contact with the vertical column 2, and the contact portion 29 is brought into contact with the lower surface of the horizontal rail 3. Then, as shown in FIG. 4, the lock pin 31 is placed on the upper surface of the hook 17, and the attitude of the hook 17 is automatically locked.

【0031】上記クランプ金具13により、建枠1に対
してブレース手摺枠8は、上下及び前後方向に固定化さ
れ、同時に建枠1間の方向にも移動しないことになる。
The brace handrail frame 8 is fixed to the building frame 1 in the up-down direction and the front-back direction by the clamp fitting 13, and at the same time, does not move in the direction between the building frames 1.

【0032】この後、下位の両ロックプレート14を外
方に倒し、建枠1の上部ブレースピン4に係合させると
共に、下端の建枠ホルダー15を外方に倒し、先端の凹
欠部36で縦柱2を抱持する。
After that, the lower lock plates 14 are tilted outward to engage the upper brace pins 4 of the building frame 1, and the building frame holder 15 at the lower end is tilted outward to form the recessed portion 36 at the tip. Hold the column 2.

【0033】これによって、建枠1、1間の上部にブレ
ース手摺枠8が固定化され、ブレース手摺枠8は、建枠
1、1間において、建物と反対側の位置で、建枠1の上
端よりも上方に起立することになり、このブレース手摺
枠8の起立後に建枠1、1の上部横桟3、3間に足場板
6を架設する。
As a result, the brace handrail frame 8 is fixed to the upper part between the building frames 1 and 1, and the brace handrail frame 8 is located between the building frames 1 and 1 at the position opposite to the building. The brace handrail frame 8 is erected above the upper end, and after the brace handrail frame 8 is erected, the scaffolding plate 6 is installed between the upper horizontal rails 3 and 3 of the building frames 1 and 1.

【0034】このような作業を横方向に繰り返して行な
うことにより一階床の組立てを行なう。
By repeating the above work in the lateral direction, the first floor is assembled.

【0035】次に、二階床の組立ては、足場板6上に作
業者が載り、建枠1の継ぎ足しを行なう。このとき、足
場板6上で建物と反対側の位置にブレース手摺枠8が起
立しているので、作業の安全を確保することができる。
Next, when assembling the second floor, an operator is placed on the scaffolding plate 6 to add the building frame 1. At this time, since the brace handrail frame 8 is erected at a position on the scaffolding plate 6 on the side opposite to the building, it is possible to ensure work safety.

【0036】建枠1の継ぎ足し後は上位ロックプレート
14を伏倒させ、継ぎ足した建枠1の下位ブレースピン
5に係止すると共に、上端の建枠ホルダー15も伏倒さ
せ、上記のような作業を横方向に繰り返すことによって
二階床の組立てが行なえ、このような作業を上方へ順次
繰り返して行なうことにより、必要とする高さの仮設枠
組足場を構築する。
After the building frame 1 is replenished, the upper lock plate 14 is laid down to engage with the lower brace pin 5 of the rebuilt building frame 1 and the uppermost building frame holder 15 is also laid down as described above. By repeating the work in the horizontal direction, the second floor can be assembled. By repeating such work in the upward direction, the temporary frame scaffolding of the required height is constructed.

【0037】仮設枠組足場の構築において、各階床の両
側建枠1、1は、ブレース手摺枠8により、上下のブレ
ースピン4、5の部分で結合されると共に、クランプ金
具13が横桟3を抱持し、建枠ホルダー15、15が建
枠1の縦柱2を抱持するので、対向する建枠1、1の結
合が強固に行なえ、安全性の高い仮設枠組足場を構築す
ることができる。
In the construction of the temporary frame scaffold, both side building frames 1 and 1 of each floor are connected by the brace handrail frame 8 at the upper and lower brace pins 4 and 5, and the clamp metal fitting 13 connects the horizontal rail 3 to each other. Since they are held and the building frame holders 15 and 15 hold the vertical columns 2 of the building frame 1, the building frames 1 and 1 facing each other can be firmly connected, and a highly safe temporary frame scaffolding can be constructed. it can.

【0038】なお、建枠1、1の建物側の結合は、従来
のX字状ブレースを用いて行なってもよい。
The building frames 1 and 1 may be connected to the building side by using a conventional X-shaped brace.

【0039】次に、仮設枠組足場の解体時にブレース手
摺枠8の取外しを行なうには、ブレース手摺枠8の両側
ロックプレート14と建枠ホルダー15を起立させ、ク
ランプ金具13のロックピン31を指先で押上げ、フッ
ク17を先端が下向きになるよう回動させ、縦柱2及び
横桟3への係合を解いた状態でブレース手摺枠8を手前
に引いて全体を持上げれば、建枠1、1間からのブレー
ス手摺枠8の撤去が行なえる。
Next, in order to remove the brace handrail frame 8 when dismantling the temporary frame scaffold, both side lock plates 14 and the building frame holder 15 of the brace handrail frame 8 are erected, and the lock pins 31 of the clamp fitting 13 are fingertips. Push up and rotate the hook 17 so that the tip end faces downward, pull the brace handrail frame 8 toward you with the brace handrail frame 8 and the horizontal bar 3 disengaged, and lift the whole, the building frame The brace handrail frame 8 can be removed from between 1 and 1.

【0040】この後、上位建枠1の抜取りを行ない、こ
れを下方に繰り返して行なうことにより、仮設枠組足場
の解体が可能になる。
After that, the upper building frame 1 is extracted, and by repeating this downwardly, the temporary frame scaffolding can be disassembled.

【0041】上記、仮設足場の解体は構築時と逆に上部
から行ない、この解体作業時においても、足場板6の側
部にブレース手摺枠8が位置することになり、安全性の
確保が行えると共に、構築した仮設足場の外観は建枠1
間にブレース手摺枠8が位置するパターン形状となり、
デザイン的にも優れ、美感の向上を図ることができる。
The dismantling of the temporary scaffold is performed from the upper side, which is the reverse of the construction, and the brace handrail frame 8 is located on the side of the scaffolding plate 6 even during the dismantling work, so that safety can be ensured. Along with that, the appearance of the constructed temporary scaffold is the building frame 1
It has a pattern shape in which the brace handrail frame 8 is located between
It is also excellent in design and can improve aesthetics.

【0042】[0042]

【効果】以上のように、この考案によると、ブレース手
摺枠の両側に、建枠の横桟に係止するクランプ金具と、
建枠の縦柱に対して係合する建枠ホルダと、建枠のブレ
ースピンに係合するロックプレートを設けたので、ブレ
ース枠で建枠を結合することにより、上位足場板の上部
に手摺枠を設けることができ、足場板上で行なう足場の
組立及び解体作業の安全性を大幅に向上させることがで
き、墜落事故の防止が図れる。
[Effect] As described above, according to the present invention, the clamp metal fittings for locking the horizontal rails of the building frame are provided on both sides of the brace handrail frame.
Since the building frame holder that engages with the vertical pillars of the building frame and the lock plate that engages with the brace pins of the building frame are provided, by connecting the building frames with the brace frame, the upper rails of the upper scaffolding board can be handrailed. Since a frame can be provided, the safety of scaffold assembly and disassembly work performed on the scaffold plate can be significantly improved, and a fall accident can be prevented.

【0043】また、ブレース手摺枠はクランプ金具によ
り、建枠の横桟を基準に建枠間に取付けることができ、
建枠のブレースピンに対する位置関係が一定化するの
で、既成の建枠に何ら加工を施すことなく、ブレース手
摺枠の取付けが行なえる。
Further, the brace handrail frame can be mounted between the building frames based on the horizontal rail of the building frame by the clamp metal fittings.
Since the positional relationship between the building frame and the brace pin is constant, the brace handrail frame can be attached without performing any processing on the existing building frame.

【0044】また、建枠をブレース手摺枠で結合するの
で、建枠を強固に固定化することができ、強度的に優れ
た仮設枠組足場を構築することができる。
Further, since the building frame is connected by the brace handrail frame, the building frame can be firmly fixed, and the temporary frame scaffolding excellent in strength can be constructed.

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

【図1】この考案に係るブレース手摺枠の使用状態を示
す斜視図
FIG. 1 is a perspective view showing a use state of a brace handrail frame according to the present invention.

【図2】同上の正面図FIG. 2 is a front view of the above.

【図3】同上要部の拡大正面図FIG. 3 is an enlarged front view of the main part of the above.

【図4】(A)はクランプ金具の使用状態を示す縦断正
面図、(B)は同横断平面図
FIG. 4A is a vertical sectional front view showing a usage state of the clamp fitting, and FIG.

【図5】クランプ金具の使用状態を示す分解斜視図FIG. 5 is an exploded perspective view showing the usage state of the clamp fittings.

【図6】(A)は建枠ホルダーの横断平面図、(B)は
同正面図
6A is a cross-sectional plan view of a building frame holder, and FIG. 6B is a front view of the same.

【図7】(A)はロックプレートの横断平面図、(B)
は同上の正面図
7A is a cross-sectional plan view of the lock plate, FIG.
Is the same front view

【図8】(A)は最下位ブレース手摺枠用ロックプレー
トの横断平面図、(B)は同正面図
FIG. 8A is a cross-sectional plan view of the lock plate for the bottom brace handrail frame, and FIG. 8B is a front view thereof.

【符号の説明】[Explanation of symbols]

1 建枠 2 縦柱 3 横桟 4、5 ブレースピン 6 足場板 8 ブレース手摺枠 9 支柱 13 クランプ金具 14 ロックプレート 15 建枠ホルダー 1 Building frame 2 Vertical column 3 Horizontal rail 4, 5 Brace pin 6 Scaffolding plate 8 Brace handrail frame 9 Strut 13 Clamp metal fitting 14 Lock plate 15 Building frame holder

───────────────────────────────────────────────────── フロントページの続き (72)考案者 戸井 哲雄 吹田市岸部南2丁目2番15号 アサヒ産 業株式会社内 (72)考案者 佐竹 基史 吹田市岸部南2丁目2番15号 アサヒ産 業株式会社内 (56)参考文献 特開 昭52−14034(JP,A) 実開 平4−120847(JP,U) 実開 平5−10640(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Tetsuo Toi 2-15 No. 2-15 Kishibe Minami Suita City Asahi Industrial Co., Ltd. (72) Motoshi Satake 2-2-15 Kishibe Minami Suita City Asahi Industry Co., Ltd. Incorporated (56) Reference JP-A-52-14034 (JP, A) Actual flat 4-120847 (JP, U) Actual flat 5-10640 (JP, U)

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】 対向する建枠間に納まる幅と建枠の高さ
の2分の1程度の高さを有する枠状に形成したブレース
手摺枠の両側で下端部寄りの位置に、建枠の横桟と縦柱
係止するクランプ金具と、このクランプ金具よりも下
方に位置し、建枠の縦柱に設けたブレースピンに係止す
るロックプレートと、このロックプレートの下方に位置
し、水平状態から上方に起立する回動が自在となるよう
枢着され、水平状態で建枠の縦柱に先端の凹欠部が外接
する建枠ホルダーを設けた仮設足場用ブレース手摺枠。
1. The width and the height of the building frame that can be accommodated between the opposing building frames.
The position of the lower end portion toward both sides of the brace handrail frame formed in a frame shape having one as high as half of a clamp fitting for locking the rungs and longitudinal columns of Kenwaku, than the clamping bracket under
The lock plate that is located on the lower side of the lock plate that is locked to the brace pin provided on the vertical column of the building frame.
So that it can be freely rotated from the horizontal position to the upper position.
A brace handrail frame for temporary scaffolding in which a building frame holder that is pivotally attached and has a concave notch at the tip circumscribes the vertical column of the building frame in a horizontal state .
JP1993018320U 1993-04-12 1993-04-12 Brace handrail frame for temporary scaffolding Expired - Fee Related JP2500347Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993018320U JP2500347Y2 (en) 1993-04-12 1993-04-12 Brace handrail frame for temporary scaffolding

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993018320U JP2500347Y2 (en) 1993-04-12 1993-04-12 Brace handrail frame for temporary scaffolding

Publications (2)

Publication Number Publication Date
JPH0678492U JPH0678492U (en) 1994-11-04
JP2500347Y2 true JP2500347Y2 (en) 1996-06-05

Family

ID=11968321

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993018320U Expired - Fee Related JP2500347Y2 (en) 1993-04-12 1993-04-12 Brace handrail frame for temporary scaffolding

Country Status (1)

Country Link
JP (1) JP2500347Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5809955B2 (en) * 2011-12-16 2015-11-11 日鐵住金建材株式会社 Temporary scaffold

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5214034A (en) * 1975-07-23 1977-02-02 Yoshiji Hayashi Rail frame with plinth
JPH0717707Y2 (en) * 1991-04-18 1995-04-26 中央ビルト工業株式会社 Frame scaffold railing frame
JP2502726Y2 (en) * 1991-05-09 1996-06-26 中央ビルト工業株式会社 Railing frame for scaffolding

Also Published As

Publication number Publication date
JPH0678492U (en) 1994-11-04

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