JP3201488U - Auxiliary horizontal material for temporary scaffolding - Google Patents

Auxiliary horizontal material for temporary scaffolding Download PDF

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JP3201488U
JP3201488U JP2015004930U JP2015004930U JP3201488U JP 3201488 U JP3201488 U JP 3201488U JP 2015004930 U JP2015004930 U JP 2015004930U JP 2015004930 U JP2015004930 U JP 2015004930U JP 3201488 U JP3201488 U JP 3201488U
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temporary
rod body
hook
body portion
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光司 青山
光司 青山
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KRH and Co Ltd
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【課題】足場板のフック部が係着される棒体部を有する仮設足場用の横架材において、フック部の棒体部上での滑動を規制して仮設足場板の位置ずれを抑制することができる仮設足場用補助横架材を提供する。【解決手段】並列する2本の支柱5,5のくさび受け6,6にそれぞれ楔着されるくさび部12,12を両側に備えかつ長方形状の仮設足場板20の短辺側に突設された2つのフック部21,21が係着される棒体部11を有する仮設足場用の横架材10であって、前記棒体部11には、前記フック部21の前記棒体部11上での滑動を規制して前記仮設足場板20の長辺側に形成される隙間Sを所定間隔以下に規定するための少なくとも2つのストッパ部15,15が設けられている。【選択図】図2In a horizontal scaffold for a temporary scaffold having a rod body portion to which a hook portion of a scaffold plate is attached, the sliding of the hook portion on the rod body portion is regulated to suppress the displacement of the temporary scaffold plate. An auxiliary horizontal member for temporary scaffolding is provided. SOLUTION: Wedge portions 12 and 12 wedged respectively on wedge supports 6 and 6 of two support columns 5 and 5 arranged in parallel are provided on both sides and protruded on a short side of a rectangular temporary scaffolding plate 20. A horizontal scaffold 10 for a temporary scaffold having a rod body portion 11 to which two hook portions 21 and 21 are attached, and the rod body portion 11 includes a hook member 21 on the rod body portion 11. There are provided at least two stoppers 15 and 15 for regulating the sliding at the long side of the temporary scaffolding plate 20 to regulate the gap S at a predetermined distance or less. [Selection] Figure 2

Description

本考案は、並列する2本の支柱間に架設されかつ仮設足場板の2つのフック部が係着される棒体部を有する仮設足場用の横架材に関し、特にフック部の棒体部上での滑動を規制する仮設足場用補助横架材に関する。   The present invention relates to a horizontal scaffold for a temporary scaffold having a rod body portion that is installed between two parallel support columns and to which two hook portions of a temporary scaffold plate are engaged, and in particular, on the rod body portion of the hook portion. The present invention relates to an auxiliary horizontal member for temporary scaffolding that regulates sliding on the floor.

一般に、建築物等の工事等に際しては、建築物の外周に仮設足場が設置される。この仮設足場は、複数本の支柱が所定間隔で配置され、各支柱間には長方形状の仮設足場板が架設されて複数階層の足場が形成される(例えば、特許文献1参照。)。このような仮設足場において、足場板は長方形状の短辺側に2つのフック部を有し、並列する2本の支柱間に取り付けられた横架材に2つのフック部を係着させて架設される。   In general, a temporary scaffold is installed on the outer periphery of a building when the building is constructed. In this temporary scaffold, a plurality of struts are arranged at predetermined intervals, and a rectangular temporary scaffolding plate is installed between the struts to form a multi-level scaffold (see, for example, Patent Document 1). In such a temporary scaffold, the scaffold plate has two hook portions on the short side of the rectangular shape, and is constructed by attaching the two hook portions to a horizontal member attached between two parallel columns. Is done.

特開2010−222884号公報JP 2010-222884 A

従来の仮設足場では、足場板のフック部を横架材に係着させる場合、単に横架材の棒体部に対してフック部を上側から引っ掛けるに留まっている。そのため、足場板はその重量でフック部が横架材の棒体部を押圧することによって位置決めされるものの、十分に固定されている状態ではなかった。   In the conventional temporary scaffold, when the hook portion of the scaffold plate is engaged with the horizontal member, the hook portion is simply hooked from the upper side to the rod portion of the horizontal member. Therefore, although the scaffold plate is positioned by pressing the rod portion of the horizontal member with its weight, the scaffold plate is not in a sufficiently fixed state.

このことから、例えば、作業者による足場板上の歩行が繰り返される等すると、振動等によって足場板のフック部が横架材の棒体部上を滑動(横滑り)してしまうことがある。仮設足場の構造上、足場板の長辺側には隙間が形成されるが、上記のように足場板のフック部が横滑りすると、足場板の位置がずれて一方に偏り、その反対側の隙間が広がってしまうおそれがあった。   From this, for example, when the worker walks on the scaffolding plate repeatedly, the hook portion of the scaffolding plate may slide (slide) on the rod body portion of the horizontal member due to vibration or the like. Due to the structure of the temporary scaffolding, a gap is formed on the long side of the scaffolding board, but if the hook part of the scaffolding board slides sideways as described above, the position of the scaffolding board will be shifted to one side and the gap on the opposite side Could spread.

本考案は、前記の点に鑑みなされたものであって、足場板のフック部が係着される棒体部を有する仮設足場用の横架材において、フック部の棒体部上での滑動を規制して仮設足場板の位置ずれを抑制することができる仮設足場用補助横架材を提供するものである。   The present invention has been made in view of the above points, and in a horizontal scaffold for a temporary scaffolding having a bar part to which a hook part of a scaffolding plate is attached, the hook part slides on the bar part. It is intended to provide an auxiliary horizontal member for temporary scaffolding that can suppress the positional displacement of the temporary scaffolding plate by regulating the above.

すなわち、請求項1の考案は、並列する2本の支柱のくさび受けにそれぞれ楔着されるくさび部を両側に備えかつ長方形状の仮設足場板の短辺側に突設された2つのフック部が係着される棒体部を有する仮設足場用の横架材であって、前記棒体部には、前記フック部の前記棒体部上での滑動を規制して前記仮設足場板の長辺側に形成される隙間を所定間隔以下に規定するための少なくとも2つのストッパ部が設けられていることを特徴とする仮設足場用補助横架材に係る。   That is, the invention of claim 1 has two hook portions provided on both sides with wedge portions wedged by wedge receivers of two supporting columns arranged in parallel and projecting on the short side of a rectangular temporary scaffolding plate. Is a horizontal member for a temporary scaffold having a bar part to which the hook is attached, and the bar part is provided with a length of the temporary scaffold plate by restricting the sliding of the hook part on the bar part. The present invention relates to an auxiliary horizontal member for a temporary scaffold, characterized in that at least two stopper portions for defining a gap formed on the side side to be equal to or less than a predetermined interval are provided.

請求項2の考案は、前記ストッパ部が前記棒体部に形成された突片部である請求項1に記載の仮設足場用補助横架材に係る。   The invention according to claim 2 relates to the auxiliary scaffolding material for temporary scaffold according to claim 1, wherein the stopper portion is a protruding piece portion formed on the rod body portion.

請求項3の考案は、前記両ストッパ部が、前記棒体部に係着される前記フック部相互間の外側位置に配置されている請求項1または2に記載の仮設足場用補助横架材に係る。   The invention according to claim 3 is characterized in that said stopper portions are arranged at outer positions between said hook portions engaged with said rod body portion, and the auxiliary scaffolding material for temporary scaffold according to claim 1 or 2 Concerning.

請求項4の考案は、前記両ストッパ部が、前記棒体部に係着される前記フック部相互間の内側位置に配置されている請求項1または2に記載の仮設足場用補助横架材に係る。   The invention according to claim 4 is the auxiliary horizontal member for temporary scaffold according to claim 1 or 2, wherein the both stopper portions are arranged at an inner position between the hook portions engaged with the rod body portion. Concerning.

請求項5の考案は、前記両ストッパ部が、前記棒体部に係着される前記フック部の少なくとも一方を挟む位置に配置されている請求項1または2に仮設足場用補助横架材に係る。   The invention according to claim 5 is the auxiliary horizontal member for the temporary scaffold according to claim 1 or 2, wherein the stopper portions are arranged at positions sandwiching at least one of the hook portions engaged with the rod body portion. Related.

請求項1の考案に係る仮設足場用補助横架材によると、並列する2本の支柱のくさび受けにそれぞれ楔着されるくさび部を両側に備えかつ長方形状の仮設足場板の短辺側に突設された2つのフック部が係着される棒体部を有する仮設足場用の横架材であって、前記棒体部には、前記フック部の前記棒体部上での滑動を規制して前記仮設足場板の長辺側に形成される隙間を所定間隔以下に規定するための少なくとも2つのストッパ部が設けられているため、極めて簡便な構成でフック部の棒体部上での滑動を規制して、仮設足場板の長辺側の隙間を常時所定間隔以下に規定することができ、その結果、仮設足場板の位置ずれが抑制されて安全性を向上させることができる。   According to the auxiliary scaffolding material for temporary scaffolding according to claim 1, the wedge parts wedged by the wedge supports of the two support columns arranged in parallel are provided on both sides and on the short side of the rectangular temporary scaffolding plate. A horizontal scaffold for a temporary scaffold having a bar portion to which two projecting hook portions are engaged, and the rod portion restricts the sliding of the hook portion on the rod portion. Since at least two stoppers for defining the gap formed on the long side of the temporary scaffolding plate to be equal to or less than a predetermined distance are provided, the hook part has a very simple configuration on the rod part. By restricting the sliding, the gap on the long side of the temporary scaffolding plate can always be defined to be equal to or smaller than the predetermined interval. As a result, the positional displacement of the temporary scaffolding plate can be suppressed and the safety can be improved.

請求項2の考案に係る仮設足場用補助横架材によると、請求項1の考案において、前記ストッパ部が前記棒体部に形成された突片部であるため、極めて簡便な手法で設けることが可能である。   According to the auxiliary scaffolding material for temporary scaffolding according to the invention of claim 2, in the invention of claim 1, the stopper part is a protruding piece part formed on the rod body part, so that it is provided by a very simple method. Is possible.

請求項3の考案に係る仮設足場用補助横架材によると、請求項1または2の考案において、前記両ストッパ部が、前記棒体部に係着される前記フック部相互間の外側位置に配置されているため、フック部の滑動を確実に規制することができるとともに、フック部の係着位置の目安とすることができて、仮設足場板の位置決めが容易となる。   According to the auxiliary scaffold for a temporary scaffold according to the invention of claim 3, in the invention of claim 1 or 2, the both stopper portions are located at an outer position between the hook portions engaged with the rod body portion. Since it is arranged, the sliding of the hook part can be surely restricted, and it can be used as a guide for the engaging position of the hook part, so that the temporary scaffold plate can be easily positioned.

請求項4の考案に係る仮設足場用補助横架材によると、請求項1または2の考案において、前記両ストッパ部が、前記棒体部に係着される前記フック部相互間の内側位置に配置されているため、フック部の滑動を確実に規制することができるとともに、フック部の係着位置の目安とすることができて、仮設足場板の位置決めが容易となる。   According to the auxiliary horizontal support for a temporary scaffold according to the invention of claim 4, in the invention of claim 1 or 2, the both stopper parts are located at an inner position between the hook parts engaged with the rod body part. Since it is arranged, the sliding of the hook part can be surely restricted, and it can be used as a guide for the engaging position of the hook part, so that the temporary scaffold plate can be easily positioned.

請求項5の考案に係る仮設足場用補助横架材によると、請求項1または2の考案において、前記両ストッパ部が、前記棒体部に係着される前記フック部の少なくとも一方を挟む位置に配置されているため、フック部の滑動を確実に規制することができるとともに、フック部の係着位置の目安とすることができて、仮設足場板の位置決めが容易となる。   According to the auxiliary scaffold for a temporary scaffold according to the invention of claim 5, in the invention of claim 1 or 2, the positions where the both stopper parts sandwich at least one of the hook parts engaged with the rod body part Therefore, the sliding of the hook portion can be surely restricted, and it can be used as a guide for the engaging position of the hook portion, so that the temporary scaffold plate can be easily positioned.

本考案の仮設足場用補助横架材が用いられた仮設足場の要部の斜視図である。It is a perspective view of the principal part of the temporary scaffold where the auxiliary horizontal member for temporary scaffolds of this invention was used. 図1の仮設足場の上面図である。It is a top view of the temporary scaffold of FIG. 図1の仮設足場の側面図である。It is a side view of the temporary scaffold of FIG. 仮設足場用補助横架材の斜視図である。It is a perspective view of the auxiliary horizontal member for temporary scaffolding. 第1実施形態に係る仮設足場用補助横架材のフック部の規制を模式的に表した要部上面図である。It is a principal part top view which represented typically the restriction | limiting of the hook part of the auxiliary | assistant horizontal member for temporary scaffolds which concerns on 1st Embodiment. 第2実施形態に係る仮設足場用補助横架材のフック部の規制を模式的に表した要部上面図である。It is a principal part top view which represented typically the restriction | limiting of the hook part of the auxiliary | assistant horizontal member for temporary scaffolds concerning 2nd Embodiment. 第3実施形態に係る仮設足場用補助横架材のフック部の規制を模式的に表した要部上面図である。It is a principal part top view which represented typically the restriction | limiting of the hook part of the auxiliary | assistant horizontal member for temporary scaffolds concerning 3rd Embodiment.

図1〜図3は、本考案の仮設足場用補助横架材10を用いた仮設足場1の要部を表している。仮設足場1では、並列する2本の支柱5,5が所定間隔で直列状に配置され、各2本の支柱5,5間に仮設足場用補助横架材10が取り付けられる。そして、2つの横架材10,10間に仮設足場板20が架設される。この仮設足場1において、仮設足場板20は長方形状に形成され、各短辺側にそれぞれ2つのフック部21,21が突設されている。なお、図において、符号6は支柱5のくさび受けである。また、この仮設足場1では図示を省略しているが、直列状に配置された支柱5,5間に手摺材や筋交い等が適宜に設置される。   1-3 represents the principal part of the temporary scaffold 1 using the auxiliary horizontal member 10 for temporary scaffolds of this invention. In the temporary scaffold 1, two parallel support columns 5, 5 are arranged in series at a predetermined interval, and the temporary scaffolding auxiliary horizontal member 10 is attached between the two support columns 5, 5. And the temporary scaffold board | plate 20 is constructed between the two horizontal members 10,10. In the temporary scaffold 1, the temporary scaffold plate 20 is formed in a rectangular shape, and two hook portions 21 and 21 are provided so as to protrude from each short side. In the figure, reference numeral 6 denotes a wedge receiver for the column 5. Moreover, although illustration is abbreviate | omitted in this temporary scaffold 1, a handrail material, a bracing, etc. are suitably installed between the support | pillars 5 and 5 arrange | positioned in series.

仮設足場用補助横架材10には、図1〜図4に示すように、仮設足場板20の2つのフック部21,21が係着される棒体部11が備えられる。当該棒体部11の両側に2本の支柱5,5の各くさび受け6,6にそれぞれ楔着されるくさび部12,12が備えられる。この補助横架材10の棒体部21には、2つのストッパ部15,15が設けられている。   As shown in FIGS. 1 to 4, the auxiliary scaffold auxiliary horizontal member 10 is provided with a rod body portion 11 to which the two hook portions 21 and 21 of the temporary scaffold plate 20 are attached. On both sides of the rod body portion 11, there are provided wedge portions 12, 12 wedged to the wedge receivers 6, 6 of the two columns 5, 5. Two stopper portions 15 are provided on the rod body portion 21 of the auxiliary horizontal member 10.

ストッパ部15は、図4〜図7に示すように、フック部21,21の棒体部11上での滑動を規制して仮設足場板20の長辺側に形成される隙間Sを所定間隔以下に規定するための部材である。ストッパ部15は、補助横架材10の棒体部11に少なくとも2つ設けられる。この実施形態において、ストッパ部15は、棒体部11に形成された突片部である。突片部であるストッパ部15は、棒体部11に対して、溶接等の極めて簡便な手法で設けることが可能である。   As shown in FIGS. 4 to 7, the stopper portion 15 regulates the sliding of the hook portions 21, 21 on the rod body portion 11, and sets a clearance S formed on the long side of the temporary scaffolding plate 20 at a predetermined interval. It is a member for prescribing below. At least two stopper portions 15 are provided on the rod body portion 11 of the auxiliary horizontal member 10. In this embodiment, the stopper portion 15 is a protruding piece portion formed on the rod body portion 11. The stopper portion 15 that is a protruding piece portion can be provided to the rod body portion 11 by an extremely simple technique such as welding.

ストッパ部15の位置は、棒体部11に係着されるフック部21の位置、すなわちフック部21の仮設足場板20への取付位置や、仮設足場板20の補助横架材10への架設位置等を考慮して設定される。一般に、仮設足場板20へのフック部21の取付位置や、仮設足場板20の架設位置等は所定の規格に従って設定されるため、ストッパ部15は種々の規格に対応させて形成される。   The position of the stopper portion 15 is the position of the hook portion 21 that is engaged with the rod body portion 11, that is, the position where the hook portion 21 is attached to the temporary scaffold plate 20, or the temporary scaffold plate 20 is installed on the auxiliary horizontal member 10. It is set in consideration of the position and the like. In general, the attachment position of the hook portion 21 to the temporary scaffolding plate 20, the installation position of the temporary scaffolding plate 20, and the like are set according to predetermined standards, and therefore the stopper portion 15 is formed corresponding to various standards.

また、ストッパ部15の位置としては、棒体部11に対するフック部21の係着の妨げとなることがなく、フック部21を過剰に滑動させない程度の範囲内でフック部21の位置に対応して適宜に設定される。フック部21の係着の妨げとなる位置とは、例えば、仮設足場板20を通常位置(例えば支柱5,5間の中央)に架設する際にストッパ部15とフック部21とが接触するような位置である。このようにストッパ部15とフック部21とが近すぎると、フック部21の係着位置がきわめて狭い範囲に限られてしまい、仮設足場1の円滑な組立作業ができなくなるおそれがある。フック部21を過剰に滑動させない位置とは、ストッパ部15によりフック部21の滑動を規制した際に後述の隙間S(図2参照)が所定間隔より広くなることがない位置である。通常位置におけるストッパ部15とフック部21との具体的な間隔は前記のように種々の規格に対応して設定され、概ね25〜40mm程度とされる。   Further, the position of the stopper portion 15 does not hinder the hook portion 21 from being attached to the rod body portion 11 and corresponds to the position of the hook portion 21 within a range in which the hook portion 21 is not excessively slid. Is set appropriately. For example, when the temporary scaffolding plate 20 is installed at a normal position (for example, the center between the columns 5 and 5), the stopper portion 15 and the hook portion 21 come into contact with each other. It is the position. Thus, if the stopper part 15 and the hook part 21 are too close, the engaging position of the hook part 21 will be restricted to the very narrow range, and there exists a possibility that the smooth assembly operation of the temporary scaffold 1 cannot be performed. The position where the hook portion 21 is not excessively slid is a position where a gap S (see FIG. 2) described later does not become wider than a predetermined interval when the stopper portion 15 restricts the sliding of the hook portion 21. The specific interval between the stopper portion 15 and the hook portion 21 at the normal position is set in accordance with various standards as described above, and is approximately 25 to 40 mm.

仮設足場板20の長辺側の隙間Sは、横架材10が取り付けられる2本の支柱5,5の間隔と、仮設足場板20の幅等に応じて形成されるものであり、図2,3に示すように、支柱5の内法と仮設足場板20の長辺部分との間隔に相当する。通常、支柱5,5の間隔や仮設足場板20のサイズ等は、所定の規格に基づいて設定される。例えば、支柱5,5の間隔が900mmの場合は幅400mmの仮設足場板20が2枚設置され、支柱5,5の間隔が600mmの場合は幅400mmの仮設足場板20が1枚設置され、支柱5,5の間隔が400mmの場合は幅250mmの仮設足場板20が1枚設置される等である。   The gap S on the long side of the temporary scaffolding plate 20 is formed according to the interval between the two columns 5 and 5 to which the horizontal member 10 is attached, the width of the temporary scaffolding plate 20, and the like. 3, this corresponds to the distance between the inner method of the column 5 and the long side portion of the temporary scaffolding plate 20. Usually, the interval between the columns 5 and 5, the size of the temporary scaffolding plate 20, and the like are set based on a predetermined standard. For example, when the interval between the columns 5 and 5 is 900 mm, two temporary scaffolding plates 20 having a width of 400 mm are installed, and when the interval between the columns 5 and 5 is 600 mm, one temporary scaffolding plate 20 having a width of 400 mm is installed, When the interval between the columns 5 and 5 is 400 mm, one temporary scaffold board 20 having a width of 250 mm is installed.

上のように、仮設足場1の構造上、隙間Sの形成は不可避であるが、安全性の観点から隙間Sを極力小さくすることが求められている。実施形態における隙間Sの間隔は、120mm以下である。本実施形態の仮設足場用補助横架材10では、ストッパ部15によってフック部21,21の棒体部11上での滑動は規制され、隙間Sは常時120mm以下に規定される。   As described above, the formation of the gap S is unavoidable due to the structure of the temporary scaffold 1, but it is required to make the gap S as small as possible from the viewpoint of safety. The space | interval of the clearance gap S in embodiment is 120 mm or less. In the auxiliary scaffolding material 10 for temporary scaffolding according to the present embodiment, the sliding of the hook portions 21 and 21 on the rod body portion 11 is restricted by the stopper portion 15, and the gap S is always defined to be 120 mm or less.

ここで、図5〜図7を用いて、補助横架材10(10A,10B,10C)の棒体部11に形成されるストッパ部15,15の配置のバリエーションとともに、フック部21a,21bの滑動を規制する構成についてより具体的に説明する。なお、以下の各実施形態において、支柱5a,5b間の距離は600mm(内法間距離は554mm)、補助横架材10の長さは554mm、ストッパ部15の厚みは6mm、ストッパ部15の高さは10mm、ストッパ部15の幅は25mm、仮設足場板20の幅(短辺の長さ)は400mm、フック部21a,21bの取り付け位置は仮設足場板20の長辺側から内側へ20mmとする。   Here, using FIG. 5 to FIG. 7, together with variations in the arrangement of the stopper portions 15, 15 formed on the rod body portion 11 of the auxiliary horizontal member 10 (10 </ b> A, 10 </ b> B, 10 </ b> C), The configuration for regulating the sliding will be described more specifically. In each of the following embodiments, the distance between the columns 5a and 5b is 600 mm (the distance between the inner laws is 554 mm), the length of the auxiliary horizontal member 10 is 554 mm, the thickness of the stopper portion 15 is 6 mm, The height is 10 mm, the width of the stopper 15 is 25 mm, the width (short side length) of the temporary scaffolding plate 20 is 400 mm, and the mounting positions of the hook portions 21 a and 21 b are 20 mm from the long side of the temporary scaffolding plate 20 to the inside. And

図5に示す第1実施形態に係る補助横架材10Aにあっては、両ストッパ部15a1,15a2が、棒体部11に係着されるフック部21a,21b相互間の外側位置に配置されている例である。図5(a)に示す通常位置では、仮設足場板20が支柱5a,5b間の中央位置に配置され、両方の長辺側の隙間S0,S0が略等しい間隔(S0=77mm)とされる。また、一側のストッパ部15a1は、一側のフック部21aと一側の支柱5aとの間で一側フック部21aに近接されており、補助横架材10Aの端部からの距離が64mm、一側フック部21aとの間隔が27mmである。一方他側のストッパ部15a2は、他側のフック部21bと他側の支柱5bとの間で他側フック部21bに近接されており、補助横架材10Aの端部からの距離が64mm、他側フック部21bとの間隔が27mmである。   In the auxiliary horizontal member 10 </ b> A according to the first embodiment shown in FIG. 5, both stopper portions 15 a 1 and 15 a 2 are disposed at outer positions between the hook portions 21 a and 21 b that are engaged with the rod body portion 11. This is an example. In the normal position shown in FIG. 5A, the temporary scaffolding plate 20 is disposed at the center position between the columns 5a and 5b, and the gaps S0 and S0 on both long sides are substantially equal (S0 = 77 mm). . The one-side stopper portion 15a1 is close to the one-side hook portion 21a between the one-side hook portion 21a and the one-side support column 5a, and the distance from the end of the auxiliary horizontal member 10A is 64 mm. The distance from the one side hook portion 21a is 27 mm. On the other hand, the stopper portion 15a2 on the other side is close to the other side hook portion 21b between the hook portion 21b on the other side and the support column 5b on the other side, and the distance from the end of the auxiliary horizontal member 10A is 64 mm, The space | interval with the other side hook part 21b is 27 mm.

図5(b)に示すように、フック部21a,21bが棒体部11上を一側支柱5a方向へ滑動した場合、棒体部11上を滑動した一側フック部21aが一側ストッパ部15a1と接触することによって、一側支柱5a方向への滑動が規制される。この時、仮設足場板20は一側支柱5a寄りの偏った位置へずれた状態となり、一側支柱5a側の隙間S1は通常位置の隙間S0(77mm)より狭くなる(S1=50mm)。一方、他側支柱5b側の隙間S2は、通常位置の隙間S0(77mm)より広くなる(S2=104mm)が、一側フック部21aの滑動が規制されたことにより、所定間隔(120mm)より広くなることがない。   As shown in FIG. 5 (b), when the hook portions 21a, 21b slide on the rod body portion 11 in the direction of the one-side column 5a, the one-side hook portion 21a slid on the rod body portion 11 becomes the one-side stopper portion. By making contact with 15a1, sliding in the direction of the one-side column 5a is restricted. At this time, the temporary scaffolding plate 20 is shifted to a biased position near the one side column 5a, and the gap S1 on the one side column 5a side is narrower than the gap S0 (77 mm) at the normal position (S1 = 50 mm). On the other hand, the gap S2 on the other side column 5b side is wider than the gap S0 (77 mm) at the normal position (S2 = 104 mm). However, the sliding of the one-side hook portion 21a is restricted, so that the gap S2 is larger than the predetermined interval (120 mm). It does not become wide.

図5(c)に示すように、フック部21a,21bが棒体部11上を他側支柱5b方向へ滑動した場合、棒体部11上を滑動した他側フック部21bが他側ストッパ部15a2と接触することによって、他側支柱5b方向への滑動が規制される。この時、仮設足場板20は他側支柱5b寄りの偏った位置へずれた状態となり、他側支柱5b側の隙間S4は通常位置の隙間S0(77mm)より狭くなる(S4=50mm)。一方、一側支柱5a側の隙間S3は、通常位置の隙間S0(77mm)より広くなる(S3=104mm)が、他側フック部21bの滑動が規制されたことにより、所定間隔(120mm)より広くなることがない。   As shown in FIG. 5C, when the hook portions 21a and 21b slide on the rod body portion 11 in the direction of the other column 5b, the other side hook portion 21b slid on the rod body portion 11 serves as the other side stopper portion. By coming into contact with 15a2, sliding in the direction of the other column 5b is restricted. At this time, the temporary scaffolding plate 20 is shifted to a biased position near the other column 5b, and the gap S4 on the other column 5b side is narrower than the gap S0 (77 mm) at the normal position (S4 = 50 mm). On the other hand, the gap S3 on the side of the one column 5a is wider than the gap S0 (77 mm) at the normal position (S3 = 104 mm), but the sliding of the other hook portion 21b is restricted, so that the gap S3 is larger than the predetermined interval (120 mm). It does not become wide.

図6に示す第2実施形態に係る補助横架材10Bにあっては、両ストッパ部15b1,15b2が、棒体部11に係着されるフック部21a,21b相互間の内側位置に配置されている例である。図6(a)は仮設足場板20の通常位置(支柱5a,5b間の中央位置)であり、両方の長辺側の隙間S0,S0が略等しい間隔(S0=77mm)とされる。また、一側ストッパ部15b1と一側支柱5aとの間に一側フック21aが係着されて一側ストッパ部15b1と近接されており、一側ストッパ部15b1の補助横架材10Bの端部からの距離が134mm、一側フック部21aとの間隔が27mmである。一方、他側ストッパ部15b2と他側支柱5bとの間に他側フック21bが係着されて他側ストッパ部15b2と近接されており、他側ストッパ部15b2の補助横架材10Bの端部からの距離が134mm、他側フック部21bとの間隔が27mmである。   In the auxiliary horizontal member 10B according to the second embodiment shown in FIG. 6, both stopper portions 15b1 and 15b2 are disposed at the inner positions between the hook portions 21a and 21b that are engaged with the rod body portion 11. This is an example. FIG. 6A shows the normal position of the temporary scaffolding plate 20 (the center position between the columns 5a and 5b), and the gaps S0 and S0 on both long sides are substantially equal intervals (S0 = 77 mm). Further, the one-side hook 21a is engaged between the one-side stopper portion 15b1 and the one-side support column 5a so as to be close to the one-side stopper portion 15b1, and the end portion of the auxiliary horizontal member 10B of the one-side stopper portion 15b1. Is 134 mm, and the distance from the one-side hook portion 21 a is 27 mm. On the other hand, the other-side hook 21b is engaged between the other-side stopper portion 15b2 and the other-side support column 5b so as to be close to the other-side stopper portion 15b2, and the end portion of the auxiliary horizontal member 10B of the other-side stopper portion 15b2 The distance to the other side hook portion 21b is 27 mm.

図6(b)に示すように、フック部21a,21bが棒体部11上を一側支柱5a方向へ滑動した場合、棒体部11上を滑動した他側フック部21bが他側ストッパ部15b2と接触することによって、一側支柱5a方向への滑動が規制される。この時、仮設足場板20は一側支柱5a寄りの偏った位置へずれた状態となり、一側支柱5a側の隙間S1は通常位置の隙間S0(77mm)より狭くなる(S1=50mm)。一方、他側支柱5b側の隙間S2は、通常位置の隙間S0(77mm)より広くなる(S2=104mm)が、他側フック部21bの滑動が規制されたことにより、所定間隔(120mm)より広くなることがない。   As shown in FIG. 6B, when the hook portions 21a and 21b slide on the rod body portion 11 in the direction of the one column 5a, the other side hook portion 21b slid on the rod body portion 11 serves as the other side stopper portion. By coming into contact with 15b2, sliding in the direction of the one-side column 5a is restricted. At this time, the temporary scaffolding plate 20 is shifted to a biased position near the one side column 5a, and the gap S1 on the one side column 5a side is narrower than the gap S0 (77 mm) at the normal position (S1 = 50 mm). On the other hand, the gap S2 on the other side support column 5b side is wider than the gap S0 (77 mm) at the normal position (S2 = 104 mm). However, the sliding of the other side hook portion 21b is restricted, so that the gap S2 is larger than the predetermined interval (120 mm). It does not become wide.

図6(c)に示すように、フック部21a,21bが棒体部11上を他側支柱5b方向へ滑動した場合、棒体部11上を滑動した一側フック部21aが一側ストッパ部15a1と接触することによって、他側支柱5b方向への滑動が規制される。この時、仮設足場板20は他側支柱5b寄りの偏った位置へずれた状態となり、他側支柱5b側の隙間S4は通常位置の隙間S0(77mm)より狭くなる(S4=50mm)。一方、一側支柱5a側の隙間S3は、通常位置の隙間S0(77mm)より広くなる(S3=104mm)が、一側フック部21aの滑動が規制されたことにより、所定間隔(120mm)より広くなることがない。   As shown in FIG. 6 (c), when the hook portions 21a and 21b slide on the rod body portion 11 in the direction of the other column 5b, the one side hook portion 21a slid on the rod body portion 11 becomes the one side stopper portion. By coming into contact with 15a1, sliding in the direction of the other column 5b is restricted. At this time, the temporary scaffolding plate 20 is shifted to a biased position near the other column 5b, and the gap S4 on the other column 5b side is narrower than the gap S0 (77 mm) at the normal position (S4 = 50 mm). On the other hand, the gap S3 on the side of the one-side column 5a is wider than the gap S0 (77 mm) at the normal position (S3 = 104 mm). However, the sliding of the one-side hook portion 21a is restricted, so It does not become wide.

図7に示す第3実施形態に係る補助横架材10Cにあっては、両ストッパ部15c1,15c2が、棒体部11に係着されるフック部21の少なくとも一方を挟む位置に配置されている例である。図7(a)は仮設足場板20の通常位置(支柱5a,5b間の中央位置)であり、両方の長辺側の隙間S0,S0が略等しい間隔(S0=77mm)とされる。また、一側ストッパ部15c1は一側フック部21aと一側支柱5aとの間で一側フック部21aに近接されており、他側ストッパ部15c2は一側フック部21aと他側フック部21bとの間で一側フック部21aに近接されている。一側ストッパ部15c1の補助横架材10Cの端部からの距離が64mm、一側フック部21aとの間隔が27mmであり、他側ストッパ部15c2の補助横架材10Cの端部からの距離が134mm、一側フック部21aとの間隔が27mmである。   In the auxiliary horizontal member 10 </ b> C according to the third embodiment shown in FIG. 7, both stopper portions 15 c 1 and 15 c 2 are arranged at positions sandwiching at least one of the hook portions 21 engaged with the rod body portion 11. This is an example. FIG. 7A shows the normal position of the temporary scaffolding plate 20 (the center position between the columns 5a and 5b), and the gaps S0 and S0 on both long sides are substantially equal intervals (S0 = 77 mm). The one-side stopper portion 15c1 is close to the one-side hook portion 21a between the one-side hook portion 21a and the one-side support column 5a, and the other-side stopper portion 15c2 is one-side hook portion 21a and the other-side hook portion 21b. Is close to the one-side hook portion 21a. The distance from the end of the auxiliary horizontal member 10C of the one side stopper portion 15c1 is 64 mm, the distance from the one side hook portion 21a is 27 mm, and the distance from the end of the auxiliary horizontal member 10C of the other side stopper portion 15c2 Is 134 mm, and the distance from the one side hook portion 21 a is 27 mm.

図7(b)に示すように、フック部21a,21bが棒体部11上を一側支柱5a方向へ滑動した場合、棒体部11上を滑動した一側フック部21aが一側ストッパ部15c1と接触することによって、一側支柱5a方向への滑動が規制される。この時、仮設足場板20は一側支柱5a寄りの偏った位置へずれた状態となり、一側支柱5a側の隙間S1は通常位置の隙間S0(77mm)より狭くなる(S1=50mm)。一方、他側支柱5b側の隙間S2は、通常位置の隙間S0(77mm)より広くなる(S2=104mm)が、一側フック部21aの滑動が規制されたことにより、所定間隔(120mm)より広くなることがない。   As shown in FIG. 7B, when the hook portions 21a and 21b slide on the rod body portion 11 in the direction of the one-side column 5a, the one-side hook portion 21a slid on the rod body portion 11 becomes the one-side stopper portion. By making contact with 15c1, sliding in the direction of the one-side column 5a is restricted. At this time, the temporary scaffolding plate 20 is shifted to a biased position near the one side column 5a, and the gap S1 on the one side column 5a side is narrower than the gap S0 (77 mm) at the normal position (S1 = 50 mm). On the other hand, the gap S2 on the other side column 5b side is wider than the gap S0 (77 mm) at the normal position (S2 = 104 mm). However, the sliding of the one-side hook portion 21a is restricted, so that the gap S2 is larger than the predetermined interval (120 mm). It does not become wide.

図7(c)に示すように、フック部21a,21bが棒体部11上を他側支柱5b方向へ滑動した場合、棒体部11上を滑動した一側フック部21aが他側ストッパ部15c2と接触することによって、他側支柱5b方向への滑動が規制される。この時、仮設足場板20は他側支柱5b寄りの偏った位置へずれた状態となり、他側支柱5b側の隙間S4は通常位置の隙間S0(77mm)より狭くなる(S4=50mm)。一方、一側支柱5a側の隙間S3は、通常位置の隙間S0(77mm)より広くなる(S3=104mm)が、一側フック部21aの滑動が規制されたことにより、所定間隔(120mm)より広くなることがない。   As shown in FIG. 7C, when the hook portions 21a and 21b slide on the rod body portion 11 in the direction of the other side support column 5b, the one side hook portion 21a slid on the rod body portion 11 becomes the other side stopper portion. By coming into contact with 15c2, the sliding in the direction of the other column 5b is restricted. At this time, the temporary scaffolding plate 20 is shifted to a biased position near the other column 5b, and the gap S4 on the other column 5b side is narrower than the gap S0 (77 mm) at the normal position (S4 = 50 mm). On the other hand, the gap S3 on the side of the one-side column 5a is wider than the gap S0 (77 mm) at the normal position (S3 = 104 mm). However, the sliding of the one-side hook portion 21a is restricted, so It does not become wide.

以上図示し説明したように、各実施形態の補助横架材10A,10B,10Cでは、フック部(21a,21b)の滑動方向にストッパ部15を近接配置することにより、フック部(21a,21b)の滑動時にその滑動方向側でストッパ部(15,15)と接触させてフック部(21a,21b)の滑動を確実に規制することができる。これにより、仮設足場板20の長辺側に形成される隙間Sが常時所定間隔以下に規定されるため、仮設足場板20の位置ずれは容易に抑制される。   As illustrated and described above, in the auxiliary horizontal members 10A, 10B, and 10C of the embodiments, the hook portions (21a, 21b) are arranged by placing the stopper portion 15 close to the sliding direction of the hook portions (21a, 21b). ), The sliding of the hook portions (21a, 21b) can be reliably regulated by contacting the stopper portions (15, 15) on the sliding direction side. Thereby, since the gap S formed on the long side of the temporary scaffolding plate 20 is always defined to be equal to or less than the predetermined interval, the positional displacement of the temporary scaffolding plate 20 is easily suppressed.

また、フック部21,21の係着時には棒体部11上でストッパ部15,15と近接することから、仮設足場板20の設置(架設)に際してストッパ部15,15はフック部21,21の係着位置の目安となり得る。そのため、仮設足場板20の位置決めが容易となって、作業性が向上する。   Further, when the hook portions 21 and 21 are engaged, the stopper portions 15 and 15 are close to the stopper portions 15 and 15 on the rod body portion 11, so that when the temporary scaffolding plate 20 is installed (erected), the stopper portions 15 and 15 It can be a guide for the anchoring position. Therefore, positioning of the temporary scaffold board 20 becomes easy and workability is improved.

なお、本考案の仮設足場用補助横架材は、前述の実施例のみに限定されるものではなく、考案の趣旨を逸脱しない範囲において構成の一部を適宜に変更して実施することができる。例えば、第3実施形態では両ストッパ部が一側フック部を挟む位置に配置されているが、他側フック部を挟む位置に配置してもよい。   Note that the auxiliary scaffolding material for temporary scaffolding of the present invention is not limited to the above-described embodiment, and can be implemented by appropriately changing a part of the configuration without departing from the spirit of the invention. . For example, in the third embodiment, both stopper portions are disposed at a position sandwiching the one side hook portion, but may be disposed at a position sandwiching the other side hook portion.

また、2つのフック部に対し、それぞれ2つのストッパ部を挟む位置に配置する等、2以上のストッパ部を設けることによって、より確実にフック部の滑動を規制することができる。   Further, by providing two or more stopper portions such as arranging the two hook portions at positions sandwiching the two stopper portions, the sliding of the hook portions can be more reliably regulated.

以上のとおり、本考案の仮設足場用補助横架材は、棒体部上のフック部の滑動を極めて簡便な構成によって規制することができるため、仮設足場板の位置ずれを容易に抑制することができる。従って、安全性に優れた仮設足場の設置が可能となる。   As described above, the auxiliary scaffolding material for the temporary scaffold according to the present invention can regulate the sliding of the hook portion on the rod body portion with an extremely simple configuration, and therefore can easily suppress the displacement of the temporary scaffold plate. Can do. Therefore, it is possible to install a temporary scaffolding excellent in safety.

1 仮設足場
5 支柱
6 くさび受け
10 仮設足場用補助横架材
11 棒体部
12 くさび部
15 ストッパ部
20 仮設足場板
21 フック部
S 隙間
DESCRIPTION OF SYMBOLS 1 Temporary scaffolding 5 Support | pillar 6 Wedge receiver 10 Auxiliary horizontal material for temporary scaffolding 11 Rod body part 12 Wedge part 15 Stopper part 20 Temporary scaffolding board 21 Hook part S Crevice

Claims (5)

並列する2本の支柱のくさび受けにそれぞれ楔着されるくさび部を両側に備えかつ長方形状の仮設足場板の短辺側に突設された2つのフック部が係着される棒体部を有する仮設足場用の横架材であって、
前記棒体部には、前記フック部の前記棒体部上での滑動を規制して前記仮設足場板の長辺側に形成される隙間を所定間隔以下に規定するための少なくとも2つのストッパ部が設けられている
ことを特徴とする仮設足場用補助横架材。
A rod body portion provided with wedge portions wedged on the wedge supports of the two support columns arranged in parallel on both sides and two hook portions projecting on the short side of the rectangular temporary scaffolding plate is attached. A horizontal scaffold for a temporary scaffold having
The rod body portion includes at least two stopper portions for restricting sliding of the hook portion on the rod body portion and defining a gap formed on a long side of the temporary scaffolding plate to be equal to or less than a predetermined interval. An auxiliary horizontal member for a temporary scaffold, characterized in that is provided.
前記ストッパ部が前記棒体部に形成された突片部である請求項1に記載の仮設足場用補助横架材。   The auxiliary horizontal member for a temporary scaffold according to claim 1, wherein the stopper portion is a protruding piece portion formed on the rod body portion. 前記両ストッパ部が、前記棒体部に係着される前記フック部相互間の外側位置に配置されている請求項1または2に記載の仮設足場用補助横架材。   The auxiliary horizontal member for a temporary scaffold according to claim 1 or 2, wherein the both stopper portions are arranged at an outer position between the hook portions engaged with the rod body portion. 前記両ストッパ部が、前記棒体部に係着される前記フック部相互間の内側位置に配置されている請求項1または2に記載の仮設足場用補助横架材。   The auxiliary horizontal member for a temporary scaffold according to claim 1 or 2, wherein the both stopper portions are arranged at an inner position between the hook portions engaged with the rod body portion. 前記両ストッパ部が、前記棒体部に係着される前記フック部の少なくとも一方を挟む位置に配置されている請求項1または2に仮設足場用補助横架材。   The auxiliary scaffolding material for temporary scaffolding according to claim 1 or 2, wherein the both stopper portions are arranged at positions sandwiching at least one of the hook portions that are engaged with the rod body portion.
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