JPH0678492U - Brace handrail frame for temporary scaffolding - Google Patents
Brace handrail frame for temporary scaffoldingInfo
- Publication number
- JPH0678492U JPH0678492U JP1832093U JP1832093U JPH0678492U JP H0678492 U JPH0678492 U JP H0678492U JP 1832093 U JP1832093 U JP 1832093U JP 1832093 U JP1832093 U JP 1832093U JP H0678492 U JPH0678492 U JP H0678492U
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- Prior art keywords
- frame
- building
- brace
- scaffolding
- building 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.)
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Abstract
(57)【要約】
【目的】 仮設足場の組立及び解体作業の安全性とデザ
イン性を向上させる。
【構成】 対向する建枠1、1間に配置するブレース手
摺枠8の両側に、建枠の上部横桟3に係止するクランプ
金具13と、建枠1のブレースピン4、5に係止するロ
ックプレート14と、建枠1の縦柱2を保持する建枠ホ
ルダー15とを設け、ブレース手摺枠8で建枠1、1を
結合することにより、上位足場板6の側部に安全手摺枠
を配置することができ、足場板6上での足場の組立て及
び解体作業が安全に行なえ、しかもブレース手摺枠8の
デザインの自由度により、仮設足場のデザイン性を向上
させることができる。
(57) [Summary] [Purpose] To improve the safety and design of temporary scaffold assembly and disassembly work. [Structure] On both sides of a brace handrail frame 8 arranged between facing building frames 1 and 1, clamp metal fittings 13 that are locked to upper horizontal rails 3 of the building frame and brace pins 4 and 5 of the building frame 1 are locked. A lock frame 14 for holding the vertical column 2 of the building frame 1 is provided, and the building frames 1 and 1 are coupled with the brace handrail frame 8 to secure the safety handrail to the side portion of the upper scaffolding plate 6. The frame can be arranged, the assembling and disassembling work of the scaffolding on the scaffolding plate 6 can be performed safely, and the design flexibility of the brace handrail frame 8 can improve the designability of the temporary scaffolding.
Description
【0001】[0001]
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。 This invention is a brace handrail frame used for assembling a frame temporary scaffolding, and more specifically, a temporary handrail that can connect the upper part of the building frame and build a safety handrail frame for the upper floor on the upper part of the scaffold plate. Brace handrail frame for scaffolding.
【0002】[0002]
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。 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 a scaffolding board is installed between the upper cross rails of both building frames. The building frames are self-supporting, and they are continuously constructed in the lateral direction to construct a first floor, and then they are placed on scaffolding boards, new building frames are added to each building frame, and the opposing building frames are connected by braces. The second floor is constructed by assembling by 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 assembling each floor upward, the scaffolds are disassembled in reverse order from the upper floors. To go.
【0004】[0004]
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 construction frames to each other. Although it will have the function of forming a safety fence, at the time of assembling the upper floors, the opposing building frames are connected after the building frame is built, so both sides of the scaffolding plate are assembled at the time of assembling the upper floors. Since there is no such thing as a handrail to ensure safety, there is a problem that the risk of work increases as the scaffolding assembly becomes expensive. 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。In addition, in recent years, improvement of environmental beautification has become a major issue in urban areas and the like, and even a temporary scaffolding surrounding the outer periphery of a building is required to have a beautiful appearance. There is a problem in that it has a poor design and lacks aesthetics because it has an appearance in which the building frames are connected by 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, the present invention solves the above-mentioned problems, so that the safety of assembling and disassembling the temporary scaffolding can be significantly improved, and at the same time, the temporary scaffolding can be improved in designability. It is an issue to provide a brace handrail frame for cars.
【0007】[0007]
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の 枠状に形成したブレース手摺枠の両側に、建枠の横桟と縦柱に取付けるクランプ 金具と、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、建枠の 縦柱に先端が外接する建枠ホルダーとを設けた構成を採用したものである。 In order to solve the above-mentioned problems, the present invention proposes a clamp brace attached to a horizontal rail and a vertical column of a building frame on both sides of a brace handrail frame formed into a frame shape having a width that fits between the opposing building frames. The structure employs a structure in which a lock plate that locks to a brace pin provided on the vertical column of the frame is provided, and a building frame holder whose tip circumscribes the vertical column of the building frame.
【0008】[0008]
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。 The brace handrail frame is faced between the opposing building frames, the clamp fittings are locked to the horizontal rails and vertical columns of the building frame, the lock plate is locked to the upper brace pins of the building frame, and the building frame holder is used. By holding the vertical columns of the frame, the opposing building frames can be joined by the brace handrail frame, and the upper half of the brace handrail frame protrudes to the upper side of the scaffolding board installed between the horizontal rails of the building frame. It is possible to secure the safety of the worker with the brace handrail frame during the work of adding the building frame on the upper scaffolding board.
【0009】[0009]
以下、この考案の実施例を添付図面に基づいて説明する。 An embodiment 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. Brace pins 4 and 5 are projectingly provided on the section, a scaffolding plate 6 is erected on the horizontal rail 3, and upper and lower building frames are joined by a joint 7 to be joined 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 includes a pair of support columns 9 and 9 arranged in parallel on both sides, a lower cross rail 10 connecting the lower ends of the support columns 9 and 9, and a pair of support columns 9 and 9. An upper horizontal crosspiece 11 for connecting the upper ends of the columns 9, 9 and a reinforcing pipe 12 for connecting the middle of the columns 9, 9 with steel pipes or the like. It is formed with a width that fits in between 1 and a little more than half the height of the building frame 1. The pattern shape of the brace handrail frame 8 may be of 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。The brace handrail frame 8 and the building frames 1 and 1 are connected to both columns 9 and 9 of the brace handrail frame 8 to improve the standing retention and strength of the building frame 1, and at the same time, to braces the building frame 1. In order to fix the handrail frame 8, a clamp metal fitting 13 that is locked to the vertical column 2 and the horizontal rail 3, a lock plate 14 that is locked to the vertical column 2, and a building frame holder 15 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 ends 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 The reference of the mounting position of the brace handrail frame 8 for 1 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 provided with a concave cutout portion 19 at the tip of the horizontal upper wall 18 that abuts on the outer peripheral surface of the vertical column 2 to the outer peripheral surface of the horizontal crosspiece 3 at about a quarter thereof. One of the side walls 20 and 21 provided on the side wall 20 is provided with a recess 22 that abuts the outer peripheral surface of the upper side of the horizontal bar 3 at the tip of the side wall 20 located on the side of the horizontal bar 3. It has a structure in which mounting pieces 23 and 24 projecting from the rear end of 21 are fixed to the column 9 by pins 25. Therefore, the end of the metal fitting body 16 contacts the vertical column 2 and simultaneously contacts the horizontal rail 3.
【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20、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 into a substantially triangular side surface so as to fit between the both side walls 20 and 21 of the metal fitting body 16, and is halfway supported by a fulcrum pin 26 provided between the side walls 20 and 21 to be in a swinging state. There is. The hook 17 is just upside down with the recesses 19 and 20 provided in the upper wall 18 and the side wall 20, and the hook 17 has a half of the outer surface of the vertical column 2 on the side opposite to the horizontal rail 3 at the tip. A semicircular concave cutout portion 27 that circumscribes in a range is provided, and the upper edge of the tip portion of the 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 two long holes 30. At a certain time, it abuts on the upper surface of the hook 17, prevents the hook 17 from rotating clockwise in FIG. 4 (A), and fixes the state in which the tip abuts on the vertical column 2 and the horizontal rail 3, and When the lock pin 31 is pulled up, the hook 17 is rotated by its own weight in the clockwise direction in FIG. 4 (A) to release the contact with the vertical column 2 and the horizontal rail 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 fitting 13 is circumscribed with respect to the vertical column 2 and the horizontal rail 3, and is prevented from moving upward and downward and in the horizontal direction along the axial direction of the horizontal rail 3, and thereby the brace. The handrail 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 the brace handrail frame 8 at two positions, that is, in the vertical middle portion of the columns 9 and below the clamp fittings 13, and the lower lock plate 14 is attached to the building frame 1. Corresponding to the upper 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。As shown in FIGS. 7A and 7B, the lock plate 14 can swing up and down around the rear end pivotally fixed to the support column 9 by the pin 32, and the spring 33 incorporated in the pin 32. The position of the brace handrail frame 8 with respect to the building frame 1 is formed by the lock plate 14 while the posture is maintained by the above, and the engaging notch 34 for the brace pin 4 or 5 is formed at the lower end of the building frame. 1 can be fixed in the parallel direction.
【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 with reference to the clamp metal fitting 13, whereby the brace pin of the existing building frame is determined. 4 and 5 can be effectively used as they are.
【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3 6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. 6A and 6B, the bifurcated portion at the rear end is fitted onto the column 9 and the pin 35 is attached. It is pivotally stopped so that it can swing up and down, and is provided with a substantially semi-circular recessed portion 36 circumscribing the vertical column 2 of the building frame 1 at the tip. When the handrail frame 1 is attached or detached, the handrail frame 1 is erected so as to be externally fitted to the support column 9 as shown by the chain line in FIG. 6B, and when the handrail frame 1 is connected to the building frame 1, as shown by the solid line in FIG. Then, it is laid down and the recessed portion 36 at the tip is externally fitted to 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 is fixed to the building frame 1 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. The lowermost brace frame 41 has substantially the same structure as the brace handrail frame 8 described above except that the vertical height is short. The upper and lower horizontal bars 43 and lower horizontal bars are provided above and below the columns 42, 42 on both sides. 44, the reinforcing pipes 45 are provided between the upper and lower horizontal bars 43, 44, and the frame holder 15 is provided at the upper and lower ends of each of the columns 42, 44, and the lock play for the lower brace pin 5 is provided at a position near the lower part. It has a structure in which the boot 14a is 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 。As shown in FIGS. 8 (A) and 8 (B), the lock plate 14 a protrudes outward from the column 42 at a position corresponding to the brace pin 5 fixed to the lower portion of the building frame 2. A hole 37 is fixed and is provided at the tip end thereof to be externally fitted and inserted into the brace pin 5.
【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。When the brace frame 41 is mounted between the building frames 1 and 1, the lock plate 14a determines the vertical mounting position of the brace frame 41 with respect to the building frames 1 and 1, and the brace frame 41 is provided on both sides of the building frame holders. 15 and the lock plate 14a serve as a brace for connecting the building frames 1 and 1 facing each other on both sides.
【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 has the above-mentioned configuration, and in order to construct the temporary frame scaffold, the lowest floor 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 at the positions 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14a、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 connecting work is performed by inserting the lock plates 14a, 14a on both sides into the lower brace pin 5, and then 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 placed between the opposing building frames 1 and 1 so as to face the upper part between the vertical columns 2 and 2 on the side opposite to the building, and the both side clamp fittings 13 Is circumscribed with respect to the vertical column 2 and the horizontal crosspiece 3 of the building frame 1.
【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。In the clamp fitting 13, the lock pin 31 is pulled up in advance, and the hook 17 is placed in a posture in which the tip end faces downward. First, the recess 22 provided at the tip of the fitting body 16 is placed on the horizontal rail 3. Then, the entire brace handrail frame 8 is pushed outward to bring 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。After that, the hook 17 is rotated so that the front end faces the building frame 1 side, the recessed portion 27 at the front 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 posture 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。Thereafter, both lower lock plates 14 are tilted outward to engage with 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 a position opposite to the building. Since the brace handrail frame 8 is erected, the scaffolding plate 6 is erected 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 such work in the horizontal 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 standing upright on the scaffolding plate 6 at a position 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, locked to the lower brace pin 5 of the rebuilt building frame 1, and the uppermost building frame holder 15 is also laid down. 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 with 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1 3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 is attached to the horizontal rail 3. Since the building frame holders 15 and 15 hug the vertical columns 2 of the building frame 1, the opposing building frames 1 and 1 can be firmly connected and a highly safe temporary frame scaffolding can be constructed. You 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 at the time of disassembling the temporary frame scaffolding, both side lock plates 14 and the building frame holder 15 of the brace handrail frame 8 are erected and the lock pin of the clamp metal fitting 13 is raised. 31 is pushed up with a fingertip, the hook 17 is rotated so that the tip end faces downward, and the brace handrail frame 8 is pulled to the front while the engagement with the vertical column 2 and the horizontal rail 3 is released, and the whole body is lifted. For example, the brace handrail frame 8 can be removed from between the building frames 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, by extracting the upper building frame 1 and repeating this downward, it is possible to dismantle the temporary frame scaffolding.
【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 scaffolding is performed from the upper side, which is the reverse of the construction, and even during the dismantling work, the brace handrail frame 8 is located on the side of the scaffolding plate 6, which ensures safety. The temporary scaffold constructed can have a pattern shape with the brace handrail frame 8 positioned between the building frames 1, which is excellent in terms of design and can improve aesthetics.
【0042】[0042]
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。 As described above, according to the present invention, on both sides of the brace handrail frame, the clamp metal fittings that engage with the horizontal rails of the building frame, the building frame holder that engages with the vertical column of the building frame, and the blurring of the building frame are provided. -Since a lock plate that engages with the spin is provided, a handrail frame can be provided above the upper scaffold plate by connecting the building frames with a brace frame, and the safety of scaffold assembly and disassembly work performed on the scaffold plate It is possible to significantly improve the safety and prevent a crash accident.
【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, and the positional relationship of the building frame to the brace pins can be made constant, so that the existing building frame can be fixed. The brace handrail frame can be attached without any processing.
【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 frames are connected by the brace handrail frames, the building frames can be firmly fixed and a temporary frame scaffolding excellent in strength can be constructed.
【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 a usage state of a clamp metal fitting.
【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.
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 cross 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 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Tetsuo Toi 2-15-2 Kishibe Minami Suita City Asahi Sangyo Co., Ltd. (72) Motoshi Satake 2-21-15 Kishibe Minami Suita City Asahi Sangyo Co., Ltd. Within
Claims (1)
したブレース手摺枠の両側に、建枠の横桟と縦柱に取付
けるクランプ金具と、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、建枠の縦柱に先端が外接
する建枠ホルダーとを設けた仮設足場用ブレース手摺
枠。1. Clamp fittings to be attached to a horizontal rail and a vertical column of the building frame, and brace pins provided to the vertical column of the building frame, on both sides of a brace handrail frame formed into a frame shape having a width that can be accommodated between opposing building frames. A brace handrail frame for temporary scaffolding provided with a lock plate that is locked to the building frame and a building frame holder whose tip circumscribes the vertical column of the building frame.
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 true JPH0678492U (en) | 1994-11-04 |
| JP2500347Y2 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) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013088848A1 (en) * | 2011-12-16 | 2013-06-20 | 日鐵住金建材株式会社 | Temporary scaffold |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5214034A (en) * | 1975-07-23 | 1977-02-02 | Yoshiji Hayashi | Rail frame with plinth |
| JPH04120847U (en) * | 1991-04-18 | 1992-10-28 | 中央ビルト工業株式会社 | Frame scaffolding handrail frame |
| JPH0510640U (en) * | 1991-05-09 | 1993-02-12 | 中央ビルト工業株式会社 | Frame scaffold railing frame |
-
1993
- 1993-04-12 JP JP1993018320U patent/JP2500347Y2/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5214034A (en) * | 1975-07-23 | 1977-02-02 | Yoshiji Hayashi | Rail frame with plinth |
| JPH04120847U (en) * | 1991-04-18 | 1992-10-28 | 中央ビルト工業株式会社 | Frame scaffolding handrail frame |
| JPH0510640U (en) * | 1991-05-09 | 1993-02-12 | 中央ビルト工業株式会社 | Frame scaffold railing frame |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013088848A1 (en) * | 2011-12-16 | 2013-06-20 | 日鐵住金建材株式会社 | Temporary scaffold |
| JP2013124541A (en) * | 2011-12-16 | 2013-06-24 | Nippon Steel & Sumikin Metal Products Co Ltd | Temporary scaffold |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2500347Y2 (en) | 1996-06-05 |
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