JP6184164B2 - Handrail frame for framework scaffolding - Google Patents

Handrail frame for framework scaffolding Download PDF

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JP6184164B2
JP6184164B2 JP2013104076A JP2013104076A JP6184164B2 JP 6184164 B2 JP6184164 B2 JP 6184164B2 JP 2013104076 A JP2013104076 A JP 2013104076A JP 2013104076 A JP2013104076 A JP 2013104076A JP 6184164 B2 JP6184164 B2 JP 6184164B2
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frame
handrail
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scaffold
fixed frame
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JP2014224392A (en
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千田 豊治
豊治 千田
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ジー・オー・ピー株式会社
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本発明は、枠組足場に取り付けられる枠組足場用手すり枠に関する。   The present invention relates to a handrail frame for a framework scaffold attached to a framework scaffold.

建設現場等で設置される枠組足場は、図8に示すように、建枠100、足場板200、ブレース(交差筋違)300を用いて組み立てられる。建枠100は、一対の脚柱101、101、及びこれらの上端部をつなぐ横架材102を有する門形を呈する。この建枠100を対向させて、両建枠100、100の横架材102間に足場板200を架け渡すとともに、両建枠100、100の脚柱101間にブレース300を架け渡す。この形を一つのユニットとして、建物の外壁面に沿って上方向や左右方向に順次に組み立てられる。具体的には、図8に示すように、両建枠100、100の上部に建枠100、100を連結し、同様に足場板200及びブレース300を掛け渡すことにより、上方向に組み立てられる。また、一の建枠100を共用とし、逆側にも建枠100を対向させて、同様に足場板200及びブレース300を掛け渡すことにより、左右方向に組み立てられる。   As shown in FIG. 8, a frame scaffold installed at a construction site or the like is assembled using a building frame 100, a scaffolding plate 200, and braces (crossing streaks) 300. The building frame 100 has a gate shape having a pair of pedestals 101 and 101 and a horizontal member 102 connecting the upper ends thereof. With the building frame 100 facing each other, the scaffolding plate 200 is bridged between the horizontal members 102 of both the building frames 100 and 100, and the brace 300 is bridged between the pillars 101 of the both building frames 100 and 100. As a unit, this shape is assembled sequentially along the outer wall of the building in the upward and left-right directions. Specifically, as shown in FIG. 8, the building frames 100, 100 are connected to the upper portions of the both building frames 100, 100, and similarly, the scaffolding plate 200 and the brace 300 are spanned to assemble upward. In addition, the same building frame 100 is shared, the building frame 100 is also opposed to the opposite side, and similarly, the scaffolding plate 200 and the brace 300 are spanned to assemble in the left-right direction.

このような枠組足場を組立分解する過程で、最上段の足場板200に作業者が立って作業を行わなければならないことがある。例えば図8(a)の状態から図8(b)に示すように上段を組み立てる場合、作業者は、図8(a)の状態で最上段の足場板200に立って作業を行う必要がある。そこで、作業者の転落事故防止のために、図8(a)に示すように、組立分解過程の枠組足場に、枠組足場用手すり枠400を取り付けた後、図8(b)に示すように、上段の組み立て作業を行うようにしている(特許文献1等を参照)。このような枠組足場用手すり枠400は、先行手すりとも呼ばれる。   In the process of assembling and disassembling such a framework scaffold, an operator may have to work on the uppermost scaffold plate 200. For example, when the upper stage is assembled from the state shown in FIG. 8A as shown in FIG. 8B, the worker needs to work while standing on the uppermost scaffold plate 200 in the state shown in FIG. 8A. . Therefore, in order to prevent the operator from falling, as shown in FIG. 8 (a), after attaching the frame scaffolding handrail frame 400 to the framework scaffold in the assembly / disassembly process, as shown in FIG. 8 (b). The upper assembly work is performed (see Patent Document 1). Such a frame scaffolding handrail frame 400 is also referred to as a preceding handrail.

特開2011−247001号公報JP 2011-247001 A

例えば最下段の建枠100の脚柱101の下部にキャスターを設けておき、枠組足場を移動可能としたものがある。
しかしながら、枠組足場用手すり枠400が取り付けられた枠組足場を移動させるときに、例えば天井の一部が梁等により低くなっているため枠組足場用手すり枠400がぶつかってしまい、移動させられないという状況がありえる。その場合、枠組足場用手すり枠400をいったん取り外してから、枠組足場を移動させなければならない。
For example, there is a structure in which casters are provided at the lower part of the pillars 101 of the lowermost building frame 100 so that the frame scaffold can be moved.
However, when moving the frame scaffolding to which the frame scaffolding handrail frame 400 is attached, the frame scaffolding handrail frame 400 collides with, for example, a part of the ceiling being lowered by a beam or the like, and cannot be moved. There can be a situation. In that case, it is necessary to remove the frame scaffolding handrail frame 400 and then move the frame scaffold.

本発明は上記のような点に鑑みてなされたものであり、枠組足場に取り付けられた枠組足場用手すり枠の高さを変えられるようにすることを目的とする。   This invention is made | formed in view of the above points, and it aims at changing the height of the handrail frame for frame scaffolds attached to the frame scaffold.

本発明の枠組足場用手すり枠は、枠組足場に取り付けられる枠組足場用手すり枠であって、枠組足場に取り外し可能に取り付けられる固定枠と、前記固定枠に対して上下にスライド可能とされた可動枠とを備え前記固定枠は、パイプ材からなる左右一対の支柱と、前記一対の支柱間に架設された横桟とを有し、前記可動枠は、前記固定枠の前記一対の支柱にそれぞれ挿通する左右一対の縦杆部と、前記一対の縦杆部の上端間をつなぐ上側横杆部と、前記一対の縦杆部の下端間をつなぐ下側横杆部とを有し、各コーナ部分が丸みを帯びた略矩形状の環状を呈することを特徴とする。前記上側横杆部と前記下側横杆部との間に縦格子が架設されるようにしてもよい。
また、本発明の枠組足場用手すり枠の他の特徴とするところは、前記可動枠を複数の高
さ位置でロックすることができるロック機構を備えた点にある。
A handrail frame for a frame scaffold according to the present invention is a handrail frame for a frame scaffold attached to the frame scaffold, a fixed frame that is detachably attached to the frame scaffold, and a movable that is slidable up and down with respect to the fixed frame and a frame, said fixed frame comprises a pair of left and right posts made of pipe material, and a rung which is bridged between the pair of posts, said movable frame, the pair of columns of the fixed frame Each having a pair of left and right vertical saddle portions to be inserted, an upper horizontal flange portion connecting the upper ends of the pair of vertical flange portions, and a lower horizontal flange portion connecting the lower ends of the pair of vertical flange portions, characterized in that having a substantially rectangular annular corner portions rounded. A vertical lattice may be constructed between the upper lateral reed part and the lower reed part.
Another feature of the frame scaffolding handrail frame of the present invention is that it includes a lock mechanism that can lock the movable frame at a plurality of height positions.

本発明によれば、枠組足場に取り付けられた枠組足場用手すり枠の高さを変えることができる。これにより、枠組足場用手すり枠が取り付けられた枠組足場を移動させるときに、例えば天井の一部に枠組足場用手すり枠がぶつかりそうな場合でも、枠組足場用手すり枠の高さを低くすることにより、天井の一部にぶつかるのを避けることができる。   ADVANTAGE OF THE INVENTION According to this invention, the height of the handrail frame for frame scaffolds attached to the frame scaffold can be changed. This reduces the height of the handrail frame for the frame scaffold when moving the frame scaffold with the handrail frame for the frame scaffold attached, for example, even if the handrail frame for the frame scaffold is likely to collide with a part of the ceiling. Therefore, it is possible to avoid hitting a part of the ceiling.

第1の実施形態に係る枠組足場用手すり枠を示す図であり、(a)が正面図、(b)が右側面図である。It is a figure which shows the handrail frame for frame scaffolds concerning 1st Embodiment, (a) is a front view, (b) is a right view. 第1の実施形態に係る枠組足場用手すり枠の固定枠を示す図であり、(a)が正面図、(b)が平面図、(c)が平面断面図である。It is a figure which shows the fixed frame of the handrail frame for frame scaffolds concerning 1st Embodiment, (a) is a front view, (b) is a top view, (c) is a plane sectional drawing. 第1の実施形態に係る枠組足場用手すり枠の可動枠を示す正面図である。It is a front view which shows the movable frame of the handrail frame for frame scaffolds concerning 1st Embodiment. 固定金具を説明するための図であり、(a)が固定金具まわりの平面図、(b)が固定金具の正面図である。It is a figure for demonstrating a fixture, (a) is a top view around a fixture, (b) is a front view of a fixture. 取付部を説明するための図であり、(a)が取付部の平面図、(b)が取付部の右側面図、(c)が楔を示す図である。It is a figure for demonstrating an attachment part, (a) is a top view of an attachment part, (b) is a right view of an attachment part, (c) is a figure which shows a wedge. ロック機構を説明するための図であり、(a)が支柱に近い箇所に配置されたブラケットの正面一部断面図、(b)が同ブラケットの右側面図である。It is a figure for demonstrating a locking mechanism, (a) is a front fragmentary sectional view of the bracket arrange | positioned in the location close | similar to a support | pillar, (b) is a right view of the bracket. 第2の実施形態に係る枠組足場用手すり枠を示す図であり、(a)が正面図、(b)が固定金具の右側面図である。It is a figure which shows the handrail frame for frame scaffolds concerning 2nd Embodiment, (a) is a front view, (b) is a right view of a fixing metal fitting. 枠組足場の例及び従来の枠組足場用手すり枠を示す斜視図である。It is a perspective view which shows the example of a frame scaffold, and the conventional handrail frame for frame scaffolds.

以下、添付図面を参照して、本発明の好適な実施形態について説明する。
(第1の実施形態)
図1に、第1の実施形態に係る枠組足場用手すり枠(以下、「先行手すり」と称する)を示す。なお、本願でいう上下左右及び前後は、図1(a)や図7(a)を正面としたときの方向をいうものとする。また、枠組足場については、図8に示したものを参照して説明する。
本実施形態に係る先行手すりは、枠組足場の建枠100に取り外し可能に取り付けられる固定枠1と、固定枠1に対して上下にスライド可能とされた可動枠2とを備える。これら固定枠1及び可動枠2は、軽量化を図るべく、例えばアルミニウム及びアルミニウム合金製とする。
Preferred embodiments of the present invention will be described below with reference to the accompanying drawings.
(First embodiment)
FIG. 1 illustrates a frame scaffolding handrail frame (hereinafter referred to as “preceding handrail”) according to the first embodiment. In addition, the top and bottom, right and left as used in this application, and front and rear shall mean the direction when Fig.1 (a) and FIG. The framework scaffold will be described with reference to the one shown in FIG.
The preceding handrail according to the present embodiment includes a fixed frame 1 that is detachably attached to a building frame 100 of a frame scaffold, and a movable frame 2 that is slidable up and down with respect to the fixed frame 1. The fixed frame 1 and the movable frame 2 are made of, for example, aluminum or an aluminum alloy in order to reduce the weight.

固定枠1は、図2にも示すように、左右一対の支柱3L、3Rと、一対の支柱3L、3R間に架設された上側の横桟4及び下側の横桟5とを有する。
支柱3L、3Rは、丸パイプ材からなり、上部に固定金具6L、6Rが、下部に取付部7L、7Rが設けられている。これら固定金具6L、6R及び取付部7L、7Rについては後述する。また、支柱3L、3Rの後面には、帯状の幅木8が設けられている。
横桟4、5は、角パイプ材からなり、一対の支柱3L、3Rの内側の面(相互に対向する面)に溶接接合される。
As shown in FIG. 2, the fixed frame 1 includes a pair of left and right columns 3 </ b> L and 3 </ b> R, and an upper horizontal beam 4 and a lower horizontal beam 5 laid between the pair of columns 3 </ b> L and 3 </ b> R.
The columns 3L and 3R are made of a round pipe material, and are provided with fixing brackets 6L and 6R at the upper portion and mounting portions 7L and 7R at the lower portion. The fixing brackets 6L and 6R and the attachment portions 7L and 7R will be described later. In addition, strip-like baseboards 8 are provided on the rear surfaces of the columns 3L and 3R.
The cross rails 4 and 5 are made of a square pipe material, and are welded to the inner surfaces (surfaces facing each other) of the pair of support columns 3L and 3R.

可動枠2は、図3にも示すように、丸パイプ材からなり、固定枠1の一対の支柱3L、3Rにそれぞれ挿通する左右一対の縦杆部9L、9Rと、一対の縦杆部9L、9Rの上端間をつなぐ上側横杆部10と、一対の縦杆部9L、9Rの下端間をつなぐ下側横杆部11とを有し、各コーナ部分が丸みを帯びた略矩形状の環状を呈する。可動枠2は、縦杆部9L、9Rの途中で上下に二分割されており、支柱3L、3Rに挿通させた状態で分割箇所を溶接接合することにより環状に構成される(接合箇所12を参照)。
上側横杆部10と下側横杆部11との間には、補強材として4本の縦格子13が架設される。縦格子13は、角パイプ材からなり、固定枠1の横桟4、5との干渉を避けるために、上側横杆部10及び下側横杆部11の前面(図1(a)、図3の紙面手前側の面)に接合される。
As shown in FIG. 3, the movable frame 2 is made of a round pipe material, and a pair of left and right vertical saddle portions 9L and 9R respectively inserted into the pair of support columns 3L and 3R of the fixed frame 1 and a pair of vertical flange portions 9L. , 9R having an upper horizontal flange portion 10 connecting between the upper ends thereof and a lower horizontal flange portion 11 connecting the lower ends of the pair of vertical flange portions 9L, 9R, each corner portion having a rounded substantially rectangular shape. Presents a ring. The movable frame 2 is divided into upper and lower parts in the middle of the vertical flange portions 9L and 9R, and is configured in an annular shape by welding and joining the divided portions while being inserted into the support columns 3L and 3R. reference).
Four vertical lattices 13 are installed as reinforcements between the upper horizontal reed part 10 and the lower horizontal reed part 11. The vertical lattice 13 is made of a square pipe material, and in order to avoid interference with the cross rails 4 and 5 of the fixed frame 1, the front side of the upper side reed part 10 and the lower side reed part 11 (FIG. 1A, FIG. 3 on the front side of the sheet).

固定金具6L、6Rは、建枠100の横架材102に引っ掛けるようにして固定枠1を支持するためのものである。図4にも示すように、固定金具6L、6Rは、固定枠1の支柱3L、3Rに設けられて後方に延出するブラケット部14と、ブラケット部14から外側方に突出する板部15とを備える。この板部15の下部が湾曲形状をなし、該下部を横架材102に載せることにより、固定枠1を支持することができる。
ここで、左側の固定金具6Lの板部15と、右側の固定金具6Rの板部15との前後位置をずらしている。枠組足場が左右方向に組み立てられた状態では、先行手すりを左右に隣り合わせて設置することがある。この場合、左右に隣り合う先行手すりは、一の横架材102により支持される。すなわち、一の横架材102に、右側の先行手すりの左側の固定金具6L(図4(a)中に一点鎖線で示す固定金具6L)と、左側の先行手すりの右側の固定金具6Rとを載せる状況となる。そこで、左右に隣り合う先行手すりの固定金具6L、6Rが干渉しないように、左側の固定金具6Lの板部15と、右側の固定金具6Rの板部15との前後位置をずらしている。
The fixing brackets 6L and 6R are for supporting the fixing frame 1 so as to be hooked on the horizontal member 102 of the building frame 100. As shown in FIG. 4, the fixing brackets 6 </ b> L and 6 </ b> R include a bracket portion 14 provided on the support pillars 3 </ b> L and 3 </ b> R of the fixing frame 1 and extending rearward, and a plate portion 15 protruding outward from the bracket portion 14. Is provided. The lower portion of the plate portion 15 has a curved shape, and the fixed frame 1 can be supported by placing the lower portion on the horizontal member 102.
Here, the front and rear positions of the plate portion 15 of the left fixing bracket 6L and the plate portion 15 of the right fixing bracket 6R are shifted. In the state where the frame scaffolding is assembled in the left-right direction, the leading handrail may be installed next to each other on the left and right. In this case, the preceding handrail adjacent to the left and right is supported by one horizontal member 102. That is, on one horizontal member 102, a left fixing bracket 6L (a fixing bracket 6L indicated by a one-dot chain line in FIG. 4A) and a right fixing bracket 6R on the left leading handrail are provided on one horizontal member 102. It becomes the situation to put. Therefore, the front and rear positions of the plate portion 15 of the left-side fixing bracket 6L and the plate portion 15 of the right-side fixing bracket 6R are shifted so that the fixing brackets 6L and 6R of the preceding handrail adjacent to the left and right do not interfere.

取付部7L、7Rは、建枠100の脚柱101に係止させるようにして固定枠1を支持するためのものである。図5にも示すように、取付部7L、7Rは、固定枠1の支柱3L、3Rに設けられて外側方から後方に向けて延出するブラケット部16と、ブラケット部16の先端に形成され、上下で開口する横断面略U字型の凹部17とを備える。凹部17の左右の側面には、楔18を挿入するための開口19が形成されている。凹部17内に脚柱101を配置し、開口19から楔18を差し入れて打ち込むことにより、取付部7L、7Rと脚柱101とを圧接させて、固定枠1を固定することができる。
ここで、左側の取付部7Lと、右側の取付部7Rとの高さ位置をずらしている。固定金具6L、6Rと同様に、先行手すりを左右に隣り合わせて設置する場合、一の脚柱101に、右側の先行手すりの左側の取付部7Lと、左側の先行手すりの右側の取付部7Rとを係止させる状況となる。そこで、左右に隣り合う先行手すりの取付部7L、7Rが干渉しないように、左側の取付部7Lと、右側の取付部7Rとの高さ位置をずらしている。
The attachment portions 7L and 7R are for supporting the fixed frame 1 so as to be engaged with the leg pillars 101 of the building frame 100. As shown in FIG. 5, the attachment portions 7L and 7R are formed at the bracket portion 16 provided on the support columns 3L and 3R of the fixed frame 1 and extending rearward from the outside, and at the tip of the bracket portion 16. , And a concave portion 17 having a substantially U-shaped cross section that opens vertically. Openings 19 for inserting wedges 18 are formed on the left and right side surfaces of the recess 17. By disposing the leg column 101 in the recess 17 and inserting the wedge 18 through the opening 19 and driving it in, the fixing portions 1L and 7R and the leg column 101 can be brought into pressure contact with each other and the fixed frame 1 can be fixed.
Here, the height positions of the left mounting portion 7L and the right mounting portion 7R are shifted. Similarly to the fixing brackets 6L and 6R, when the preceding handrail is installed side by side on the left and right, the left column mounting portion 7L on the right handrail and the right mounting portion 7R on the left handrail It will be the situation to lock. Therefore, the height positions of the left attachment portion 7L and the right attachment portion 7R are shifted so that the attachment portions 7L and 7R of the adjacent handrails adjacent to the left and right do not interfere with each other.

また、本実施形態に係る先行手すりは、可動枠2を複数の高さ位置でロックすることができるロック機構を備える。固定枠1の上側の横桟4の下面に沿って左右一対のバー20L、20Rが配置される。バー20L、20Rは、横桟4の中央付近に配置されたブラケット21と、支柱3L、3Rに近い箇所に配置されたブラケット22とよりスライド可能に支持される。図6に示すように、ブラケット22内ではバー20L、20Rの周囲にスプリング23が組み込まれており、スプリング23がバー20L、20Rに係合して、バー20L、20Rを支柱3L、3R方向に付勢する。
固定枠1の支柱3L、3Rには、バー20L、20Rの一端(支柱3L、3R側の端部)が挿通する穴が形成されている。また、可動枠2の縦杆部9L、9Rにも複数の高さ位置に穴が形成されている。支柱3L、3Rの穴と縦杆部9L、9Rのいずれかの穴とが一致した状態でバー20L、20Rの一端が挿入することにより、可動枠2のスライドを規制するロック状態とすることができる。
バー20L、20Rの他端(横桟4の中央付近の端部)には、後方に向けて、すなわち足場板200に立つ作業者に向けて曲げ部24が形成されている。作業者は、両バー20L、20Rの曲げ部24を片手で掴んで握ることにより、スプリング23の付勢力に抗してバー20L、20Rをスライドさせて、ロックを解除することができる。このように作業者は一方の手で先行手すりを支持しつつ、他方の手でロックの解除操作を行うことができる。そして、バー20L、20Rを掴んでいた手を離せば、スプリング23の付勢力によりバー20L、20Rが支柱3L、3R方向にスライドして、ロック状態とすることができる。
The preceding handrail according to the present embodiment includes a lock mechanism that can lock the movable frame 2 at a plurality of height positions. A pair of left and right bars 20L and 20R are arranged along the lower surface of the horizontal rail 4 on the upper side of the fixed frame 1. The bars 20L and 20R are slidably supported by a bracket 21 disposed near the center of the horizontal rail 4 and a bracket 22 disposed near the columns 3L and 3R. As shown in FIG. 6, springs 23 are incorporated around the bars 20L and 20R in the bracket 22, and the springs 23 are engaged with the bars 20L and 20R so that the bars 20L and 20R are moved in the directions of the columns 3L and 3R. Energize.
Holes through which one ends of the bars 20L and 20R (ends on the column 3L and 3R side) are inserted are formed in the columns 3L and 3R of the fixed frame 1. Also, holes are formed at a plurality of height positions in the vertical flange portions 9L and 9R of the movable frame 2. By inserting one end of the bars 20L and 20R in a state where the holes of the columns 3L and 3R and the holes of the vertical flange portions 9L and 9R coincide with each other, a lock state in which the sliding of the movable frame 2 is restricted may be obtained. it can.
A bent portion 24 is formed at the other end of the bars 20L and 20R (the end portion near the center of the horizontal rail 4) toward the rear, that is, toward the worker standing on the scaffolding plate 200. The operator can release the lock by sliding the bars 20L, 20R against the urging force of the spring 23 by grasping and grasping the bent portions 24 of both bars 20L, 20R with one hand. In this way, the operator can perform the unlocking operation with the other hand while supporting the preceding handrail with one hand. Then, if the hand holding the bars 20L and 20R is released, the bars 20L and 20R can slide in the directions of the columns 3L and 3R by the urging force of the spring 23 to be in the locked state.

以上述べたように、枠組足場の建枠100に取り外し可能に取り付けられる固定枠1と、固定枠1に対して上下にスライド可能とされた可動枠2とを備えるので、枠組足場に取り付けられた枠組足場用手すり枠の高さを変えることができる。これにより、先行手すりが取り付けられた枠組足場を移動させるときに、例えば天井の一部に先行手すりがぶつかりそうな場合でも、可動枠2の高さ位置を低くすることにより、天井の一部にぶつかるのを避けて枠組足場を移動させることができる。   As described above, the fixed frame 1 detachably attached to the building frame 100 of the frame scaffold and the movable frame 2 slidable up and down with respect to the fixed frame 1 are provided, so that the frame is attached to the frame scaffold. The height of the handrail frame for the framework scaffold can be changed. As a result, when moving the frame scaffold to which the preceding handrail is attached, even if the preceding handrail seems to collide with a part of the ceiling, for example, by lowering the height position of the movable frame 2, The framework scaffold can be moved to avoid hitting it.

(第2の実施形態)
第1の実施形態では平側用の先行手すりを説明したが、第2の実施形態では妻側用の先行手すりを説明する。図7に、第2の実施形態に係る先行手すりを示す。先行手すりとしての基本的な構成は第1の実施形態と同様であり、以下では、第1の実施形態との相違を中心に説明し、同様の構成要素には第1の実施形態と同一の符号を付して、その説明を省略する。
妻用の先行手すりであるので、第1の実施形態に係る先行手すりに比べて左右幅が狭く、上側横杆部10と下側横杆部11との間に架設される縦格子13の本数も2本となっている。
(Second Embodiment)
In the first embodiment, the front handrail for the flat side has been described, but in the second embodiment, the handrail for the wife side will be described. FIG. 7 shows a preceding handrail according to the second embodiment. The basic configuration of the preceding handrail is the same as that of the first embodiment, and the following description will focus on differences from the first embodiment, and the same components are the same as those of the first embodiment. Reference numerals are assigned and explanations thereof are omitted.
Since this is a handrail for a wife, the width of the left and right is narrower than that of the preceding handrail according to the first embodiment, and the number of the vertical lattices 13 that are laid between the upper recumbent portion 10 and the lower recumbent portion 11 There are also two.

また、妻側用の先行手すりの場合、該先行手すりの背面側において建枠100の横架材102が左右に延伸することになる。そこで、第2の実施形態では、固定金具6L、6Rが、第1の実施形態のように支柱3L、3Rでなく、固定枠1の上側の横桟4に設けられている。固定金具6L、6Rは、上側の横桟4に設けられて後方に延出するブラケット部25と、ブラケット部25の先端に形成された下向きの円弧状溝部26とを備え、この円弧状溝部26を横架材102に載せることにより、固定枠1を支持することができる。   Further, in the case of the preceding handrail for the wife side, the horizontal member 102 of the building frame 100 extends to the left and right on the back side of the preceding handrail. Therefore, in the second embodiment, the fixtures 6L and 6R are provided not on the columns 3L and 3R but on the horizontal rail 4 on the upper side of the fixed frame 1 as in the first embodiment. The fixing brackets 6L and 6R include a bracket portion 25 provided on the upper horizontal rail 4 and extending rearward, and a downward arc-shaped groove portion 26 formed at the tip of the bracket portion 25. Can be supported on the horizontal member 102.

また、第2の実施形態では、バー20L、20Rの曲げ部24が、第1の実施形態のように後方ではなく、下方に向けて形成されている。この場合も、作業者は、両バー20L、20Rの曲げ部24を片手で掴んで握ることにより、スプリング23の付勢力に抗してバー20L、20Rをスライドさせて、ロックを解除することができる。   In the second embodiment, the bent portions 24 of the bars 20L and 20R are formed not downward but downward as in the first embodiment. Also in this case, the operator can release the lock by sliding the bars 20L and 20R against the urging force of the spring 23 by grasping and grasping the bent portions 24 of both bars 20L and 20R with one hand. it can.

ところで、枠組足場の寸法は、インチサイズとメーターサイズに二分されているのが実情である。例えば建枠100の幅(一対の脚柱101、101間の寸法)にもインチサイズとメーターサイズとがあり、一見して同サイズのようでも、数cm程度の寸法差がある。
第2の実施形態では、取付部7L、7Rの凹部17の左右開口幅hを、脚柱101の直径に比べて広くしている。これにより、建枠100の幅の数cm程度の寸法差を吸収して、インチサイズとメーターサイズの両方に対応することが可能となる。なお、楔18により取付部7L、7Rと脚柱101とを圧接させるので、通常作用する程度の力であれば、先行手すりが横ずれしてしまうこともない。
なお、インチサイズとメーターサイズの違いだけでなく、脚柱101の太さについても建枠100によって差があることがある。脚柱101の太さについても、取付部7L、7Rの凹部17内に配置できる範囲であれば、複数の太さに対応することが可能となる。
このような構成は、第1の実施形態に係る先行手すりに適用してもかまわない。
By the way, the actual situation is that the dimensions of the frame scaffold are divided into an inch size and a meter size. For example, the width of the building frame 100 (the dimension between the pair of pedestals 101 and 101) also has an inch size and a meter size, and even if it seems to be the same size, there is a dimensional difference of about several cm.
In the second embodiment, the left and right opening widths h of the recesses 17 of the attachment portions 7L and 7R are made wider than the diameter of the pedestal 101. As a result, it is possible to absorb a dimensional difference of about several centimeters in width of the building frame 100 and cope with both the inch size and the meter size. Since the attachment portions 7L and 7R and the pedestal column 101 are pressed against each other by the wedge 18, the leading handrail will not be laterally displaced as long as it is a force that normally acts.
In addition to the difference between the inch size and the meter size, the thickness of the pedestal 101 may vary depending on the building frame 100. As for the thickness of the pedestal 101, it can correspond to a plurality of thicknesses as long as it can be arranged in the recesses 17 of the mounting portions 7L and 7R.
Such a configuration may be applied to the preceding handrail according to the first embodiment.

以上、本発明を種々の実施形態と共に説明したが、本発明はこれらの実施形態にのみ限定されるものではなく、本発明の範囲内で変更等が可能である。
例えば固定金具6L、6Rや取付部7L、7Rの構造は一例に過ぎず、限定されるものではない。上記実施形態では取付部7L、7Rにおいて楔18を打ち込む構成としたが、例えばネジ等を用いて取付部7L、7Rを脚柱101に係止させるような構成でもよい。
As mentioned above, although this invention was demonstrated with various embodiment, this invention is not limited only to these embodiment, A change etc. are possible within the scope of the present invention.
For example, the structures of the fixtures 6L and 6R and the attachment portions 7L and 7R are merely examples, and are not limited. In the above embodiment, the wedges 18 are driven in the attachment portions 7L and 7R. However, for example, a configuration in which the attachment portions 7L and 7R are locked to the pedestal 101 using screws or the like may be used.

1:固定枠、2:可動枠、3L、3R:支柱、4:上側の横桟、5:下側の横桟、6L、6R:固定金具、7L、7R:取付部、9L、9R:縦杆部、10:上側横杆部、11:下側横杆部、12:溶接箇所、13:縦格子、20L、20R:バー、21:ブラケット、22:ブラケット、23:スプリング、24:曲げ部   1: fixed frame, 2: movable frame, 3L, 3R: support, 4: upper horizontal beam, 5: lower horizontal beam, 6L, 6R: fixing bracket, 7L, 7R: mounting portion, 9L, 9R: vertical Saddle part, 10: Upper side reed part, 11: Lower side reed part, 12: Welded part, 13: Vertical lattice, 20L, 20R: Bar, 21: Bracket, 22: Bracket, 23: Spring, 24: Bending part

Claims (3)

枠組足場に取り付けられる枠組足場用手すり枠であって、
枠組足場に取り外し可能に取り付けられる固定枠と、
前記固定枠に対して上下にスライド可能とされた可動枠とを備え
前記固定枠は、パイプ材からなる左右一対の支柱と、前記一対の支柱間に架設された横桟とを有し、
前記可動枠は、前記固定枠の前記一対の支柱にそれぞれ挿通する左右一対の縦杆部と、前記一対の縦杆部の上端間をつなぐ上側横杆部と、前記一対の縦杆部の下端間をつなぐ下側横杆部とを有し、各コーナ部分が丸みを帯びた略矩形状の環状を呈することを特徴とする枠組足場用手すり枠。
A handrail frame for a framework scaffold attached to a framework scaffold,
A fixed frame that is detachably attached to the frame scaffold,
A movable frame that can slide up and down with respect to the fixed frame ;
The fixed frame has a pair of left and right columns made of pipe material, and a horizontal beam constructed between the pair of columns,
The movable frame includes a pair of left and right vertical hooks that are respectively inserted into the pair of support posts of the fixed frame, an upper horizontal hook that connects the upper ends of the pair of vertical hooks, and a lower end of the pair of vertical hooks. A frame scaffolding handrail frame having a lower lateral flange portion that connects the corner portions, each corner portion having a rounded substantially rectangular shape .
前記上側横杆部と前記下側横杆部との間に縦格子が架設されていることを特徴とする請求項に記載の枠組足場用手すり枠。 The frame scaffolding handrail frame according to claim 1 , wherein a vertical lattice is provided between the upper recumbent portion and the lower recumbent portion. 前記可動枠を複数の高さ位置でロックすることができるロック機構を備えたことを特徴とする請求項1又は2に記載の枠組足場用手すり枠。 The handrail frame for a frame scaffold according to claim 1 or 2 , further comprising a lock mechanism capable of locking the movable frame at a plurality of height positions.
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JPS5910270Y2 (en) * 1980-08-05 1984-03-31 鹿島建設株式会社 Frame scaffold handrail device
JPS60164545U (en) * 1984-04-10 1985-11-01 清水建設株式会社 Handrail support mechanism for mobile work scaffolding
JPH08429Y2 (en) * 1992-04-06 1996-01-10 アサヒ産業株式会社 Sliding brace handrail frame for temporary scaffolding
JP3650736B2 (en) * 2001-01-24 2005-05-25 アルインコ株式会社 Safety handrail
JP3694658B2 (en) * 2001-07-11 2005-09-14 アルインコ株式会社 Safety handrail
JP4069976B2 (en) * 2003-03-25 2008-04-02 辰雄 小野 Leading handrail
US20050061582A1 (en) * 2004-12-10 2005-03-24 Karanouh Rached Movable and repositionable safety guard rails for scaffolding

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