JP4908550B2 - Scaffolding plate fixing bracket - Google Patents

Scaffolding plate fixing bracket Download PDF

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JP4908550B2
JP4908550B2 JP2009133856A JP2009133856A JP4908550B2 JP 4908550 B2 JP4908550 B2 JP 4908550B2 JP 2009133856 A JP2009133856 A JP 2009133856A JP 2009133856 A JP2009133856 A JP 2009133856A JP 4908550 B2 JP4908550 B2 JP 4908550B2
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plate
hold member
scaffolding
fixing bracket
scaffolding plate
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JP2010053683A (en
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透 前田
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Maeda Manufacturing Co Ltd
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Maeda Manufacturing Co Ltd
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Description

本発明は、足場板固定用金具に関する。   The present invention relates to a scaffolding plate fixing bracket.

従来、ビル等の建造物に足場板を固定するため、各種の足場板固定用金具が提案されている(例えば、特許文献1参照)。図9は、特許文献1の足場板用固定金具100を示す。この足場板用固定金具100は、建造物の構成部分すなわち足場板を固定すべき被固定部材であるH形鋼150上に載置された足場板160をH形鋼150に着脱自在に固定するために用いられる。   Conventionally, in order to fix a scaffolding board to a building such as a building, various scaffolding board fixing brackets have been proposed (see, for example, Patent Document 1). FIG. 9 shows a scaffolding plate fixing bracket 100 of Patent Document 1. The scaffolding plate fixing bracket 100 detachably fixes the scaffolding plate 160 placed on the H-shaped steel 150 which is a fixed member to which the scaffolding plate should be fixed, to the H-shaped steel 150. Used for.

足場板160は、図10に示すように、長方形状の上板部161と、この上板部161における幅方向の両側に設けられた略L字状の脚部162とを有している。上板部161には、その幅方向に延びる長溝状の水抜き孔163が間隔をあけて多数設けられている。   As shown in FIG. 10, the scaffold plate 160 includes a rectangular upper plate portion 161 and substantially L-shaped leg portions 162 provided on both sides of the upper plate portion 161 in the width direction. The upper plate portion 161 is provided with a number of long groove-like drain holes 163 extending in the width direction at intervals.

足場板用固定金具100は、足場板160の上側に配置される上ホールド部材101と、足場板160の下側に配置され上ホールド部材101と協働してH形鋼150及び足場板160を挟持する下ホールド部材102と、上ホールド部材101と下ホールド部材102とを互いに引き付けるためのネジ103とを有している。   The scaffolding plate fixing bracket 100 includes an upper holding member 101 disposed on the upper side of the scaffolding plate 160 and an H-shaped steel 150 and the scaffolding plate 160 disposed in cooperation with the upper holding member 101 disposed on the lower side of the scaffolding plate 160. It has a lower hold member 102 for clamping, and a screw 103 for attracting the upper hold member 101 and the lower hold member 102 to each other.

上ホールド部材101は、足場板160の水抜き孔163に挿入される凹状部111と、この凹状部111の両側に設けられ足場板160上に配置される上板部112と、上板部112の端縁に設けられ足場板160の水抜き孔163に挿入される脚部113とを有している。凹状部111には、ボルト孔114が設けられている。   The upper hold member 101 includes a concave portion 111 inserted into the drain hole 163 of the scaffold plate 160, an upper plate portion 112 provided on both sides of the concave portion 111 and disposed on the scaffold plate 160, and the upper plate portion 112. And a leg portion 113 that is inserted into the drain hole 163 of the scaffold plate 160. The concave portion 111 is provided with a bolt hole 114.

下ホールド部材102は、縦辺部121と横辺部122とによって略L字状に形成されている。横辺部122には、ネジ103を螺入するネジ孔123が設けられている。また、下ホールド部材102の縦辺部121及び横辺部122は、図11に示すように、その横断面が略コの字状に形成されている。   The lower hold member 102 is formed in a substantially L shape by a vertical side portion 121 and a horizontal side portion 122. The lateral side portion 122 is provided with a screw hole 123 into which the screw 103 is screwed. Further, as shown in FIG. 11, the vertical side portion 121 and the horizontal side portion 122 of the lower hold member 102 have a substantially U-shaped cross section.

図10に示すように、足場板用固定金具100によって足場板160をH形鋼150に固定する場合は、上ホールド部材101を足場板160上に載置し、凹状部111及び脚部113をそれぞれ異なる水抜き孔163に挿入する。また、下ホールド部材102の横辺部122をH形鋼150における上側のフランジ151の下側に配置し、縦辺部を足場板160の下側に配置する。   As shown in FIG. 10, when the scaffold plate 160 is fixed to the H-shaped steel 150 by the scaffold plate fixing bracket 100, the upper hold member 101 is placed on the scaffold plate 160, and the concave portion 111 and the leg portion 113 are attached. Each is inserted into a different drainage hole 163. Further, the lateral side portion 122 of the lower hold member 102 is disposed below the upper flange 151 in the H-shaped steel 150, and the longitudinal side portion is disposed below the scaffold plate 160.

そして、ネジ103の軸部131を上ホールド部材101の上側から凹状部111のボルト孔114、及び足場板160の水抜き孔163を介して足場板160の下側に通し、軸部131の先端のネジ部分132を下ホールド部材102のネジ孔123に螺入してネジ103を締め付ける。これにより、上ホールド部材101と下ホールド部材102とが互いに引き付けられて、上ホールド部材101と、下ホールド部材102の横辺部122とによって足場板160とH形鋼150とが重ねられた状態で挟持され、足場板160がH形鋼150に固定される。   Then, the shaft portion 131 of the screw 103 is passed from the upper side of the upper holding member 101 to the lower side of the scaffold plate 160 through the bolt hole 114 of the concave portion 111 and the drain hole 163 of the scaffold plate 160, and the tip of the shaft portion 131. The screw portion 132 is screwed into the screw hole 123 of the lower hold member 102 and the screw 103 is tightened. Thereby, the upper hold member 101 and the lower hold member 102 are attracted to each other, and the scaffold plate 160 and the H-shaped steel 150 are overlapped by the upper hold member 101 and the lateral side portion 122 of the lower hold member 102. The scaffolding plate 160 is fixed to the H-shaped steel 150.

足場板用固定金具100を足場板160及びH形鋼150に最初に取り付けたときの姿勢(初期取付姿勢)では、下ホールド部材102の横辺部122はH形鋼150のフランジ151に対して略平行であり、横辺部122の比較的長い部分がH形鋼150のフランジ151に接触するように設定されている。   In the posture (initial mounting posture) when the scaffolding plate fixing bracket 100 is first attached to the scaffolding plate 160 and the H-shaped steel 150, the lateral side portion 122 of the lower hold member 102 is against the flange 151 of the H-shaped steel 150. It is substantially parallel and is set so that a relatively long portion of the lateral side portion 122 contacts the flange 151 of the H-section steel 150.

意匠登録第1167637号公報Design Registration No. 1167637

しかしながら、従来の特許文献1に記載の足場板用固定金具100は、図12に示すように、何らかの原因で足場板用固定金具100のH形鋼150に対する取付姿勢が初期取付姿勢から変化した場合、下ホールド部材102の直線状の横辺部122がH形鋼150のフランジ151に対して交差する方向に傾斜して、凹辺部122及びフランジ151間の接触長さが減少し、足場板160のH形鋼150に対する固定力が減少するおそれがあった。なお、図12は、下ホールド部材102が図10中の時計回転方向に傾斜した場合を示しているが、下ホールド部材102が図10中の反時計回転方向に傾斜した場合も、横辺部122とフランジ151との接触長さが減少する。   However, as shown in FIG. 12, the scaffolding plate fixing bracket 100 described in the conventional patent document 1 has a case where the mounting posture of the scaffolding plate fixing bracket 100 with respect to the H-section steel 150 is changed from the initial mounting posture for some reason. In addition, the linear lateral side portion 122 of the lower holding member 102 is inclined in a direction intersecting the flange 151 of the H-shaped steel 150, and the contact length between the concave side portion 122 and the flange 151 is reduced, and the scaffold plate There was a possibility that the fixing force to the H-shaped steel 150 of 160 would decrease. FIG. 12 shows the case where the lower hold member 102 is inclined in the clockwise direction in FIG. 10, but the horizontal side portion is also shown when the lower hold member 102 is inclined in the counterclockwise direction in FIG. 10. The contact length between 122 and the flange 151 is reduced.

本発明は、かかる従来の問題点を解決するためになされたもので、被固定部材に対する取付姿勢が変化した場合でも、足場板の被固定部材に対する固定力が減少するのを抑制できる足場板固定用金具を提供することを目的とする。   The present invention was made to solve such a conventional problem, and even when the mounting posture with respect to the member to be fixed is changed, the scaffold plate fixing that can suppress the reduction of the fixing force of the scaffold plate to the member to be fixed is provided. The purpose is to provide metal fittings.

本発明は、前記課題を解決するため、以下の手段を採用した。
すなわち、本発明の足場板固定用金具は、被固定部材上に載置された足場板の上側に配置される上ホールド部材と、前記足場板の下側に配置され、前記上ホールド部材と協働して前記被固定部材及び前記足場板を挟持する下ホールド部材と、前記上ホールド部材と前記下ホールド部材とを互いに引き付ける引き付け部材と、を備え、前記下ホールド部材は、前記足場板の下面に接触する第1の接触部と、前記被固定部材の下面に対して交差する方向に延伸し、且つ先端部のみ前記被固定部材の前記下面に接触する第2の接触部と、前記第1の接触部と前記第2の接触部とを連結する連結部と、を有し、かつその横断面がU字状に湾曲していることを特徴とする
The present invention employs the following means in order to solve the above problems.
In other words, the scaffolding plate fixing bracket of the present invention is arranged on the upper side of the scaffolding plate placed on the member to be fixed, on the lower side of the scaffolding plate, and cooperates with the upper holding member. A lower hold member that operates to clamp the fixed member and the scaffold plate, and an attracting member that attracts the upper hold member and the lower hold member to each other, and the lower hold member is a lower surface of the scaffold plate. A first contact portion that contacts the lower surface of the fixed member; a second contact portion that extends in a direction intersecting the lower surface of the fixed member; the contact portion and the connecting portion connecting the second contact portion, have a, and its cross-section is characterized in that it is curved in U-shape.

被固定部材としては、ビル等の構成部材、例えばH形鋼などを例示できる。本発明によれば、下ホールド部材の第2接触部が被固定部材に対して交差する方向に延伸し、且つ先端部のみ被固定部材の下面に接触するので、足場板の被固定部材に対する取付姿勢が初期取付姿勢から変化しても、第2接触部の先端部のみ被固定部材の下面に接触するという接触状態は変化しない。従って、上ホールド部材と下ホールド部材による足場板及び被固定部材の挟持力が変化しないので、足場板の被固定部材に対する固定力が減少するのを抑制できる。   Examples of the member to be fixed include structural members such as buildings, such as H-shaped steel. According to the present invention, the second contact portion of the lower hold member extends in a direction intersecting the fixed member, and only the tip portion contacts the lower surface of the fixed member. Even if the posture changes from the initial mounting posture, the contact state in which only the tip portion of the second contact portion contacts the lower surface of the fixed member does not change. Therefore, since the clamping force of the scaffold plate and the fixed member by the upper hold member and the lower hold member does not change, it is possible to suppress a decrease in the fixing force of the scaffold plate to the fixed member.

ここで、前記第2の接触部には、前記被固定部材に対する滑りを抑制する滑り抑制手段が設けられている構成にできる。滑り抑制手段としては、剣先状の多数の凹凸を例示できる。この構成によれば、足場板固定用金具の被固定部材に対する取付姿勢が初期取付姿勢から変化したときに、第2接触部が被固定部材に対して滑るのを抑制して、第2接触部が被固定部材から外れるのを抑制できる。これにより、足場板を被固定部材に確実に固定できる。   Here, the second contact portion may be provided with a slip suppression means that suppresses slipping with respect to the fixed member. Examples of the slip suppression means include a number of sword-shaped irregularities. According to this configuration, the second contact portion is prevented from sliding with respect to the fixed member when the attachment posture of the scaffolding plate fixing bracket to the fixed member is changed from the initial mounting posture. Can be prevented from coming off from the fixed member. Thereby, a scaffold board can be fixed to a member to be fixed reliably.

また、前記下ホールド部材は、その横断面が略U字状に湾曲している構成にできる。この構成によれば、下ホールド部材の横断面に応力が集中する角部がないので、従来のように下ホールド部材の横断面がコの字状で角部がある場合に比べて強度を高くできる。   Further, the lower hold member can be configured such that its transverse section is curved in a substantially U shape. According to this configuration, since there is no corner portion where stress concentrates on the cross section of the lower hold member, the strength is higher than in the conventional case where the cross section of the lower hold member is U-shaped and has a corner portion. it can.

本発明によれば、足場板固定用金具の被固定部材に対する取付姿勢が初期取付姿勢から変化した場合でも、足場板の被固定部材に対する固定力が減少するのを抑制できる。   ADVANTAGE OF THE INVENTION According to this invention, it can suppress that the fixing force with respect to the to-be-fixed member of a scaffold board | plate decreases even when the attachment attitude | position with respect to the to-be-fixed member of a bracket fixing metal fixture changes from an initial mounting attitude.

本発明の実施形態に係る足場板、H形鋼、及び足場板固定用金具を示す斜視図である。It is a perspective view which shows the scaffolding plate, H-shaped steel, and scaffolding plate fixing metal fitting which concern on embodiment of this invention. 本発明の実施形態に係る足場板固定用金具の組み立て図である。It is an assembly figure of the metal fitting for scaffold board fixation concerning the embodiment of the present invention. 本発明の実施形態に係る第1接触部を示す斜視図である。It is a perspective view which shows the 1st contact part which concerns on embodiment of this invention. 本発明の実施形態に係る第2接触部の横断面を示す図であり、図1のA−A断面図である。It is a figure which shows the cross section of the 2nd contact part which concerns on embodiment of this invention, and is AA sectional drawing of FIG. 本発明の実施形態に係る足場板固定用金具の初期取付姿勢を示す図である。It is a figure which shows the initial stage attachment attitude | position of the bracket fixing metal fixture which concerns on embodiment of this invention. 本発明の実施形態に係る上ホールド部材を示す図であり、図5のB矢視図である。It is a figure which shows the upper hold member which concerns on embodiment of this invention, and is B arrow view of FIG. 本発明の実施形態に係る足場板固定用金具の取付姿勢が初期取付姿勢から変化した状態を示す図である。It is a figure which shows the state from which the attachment attitude | position of the scaffolding metal fixture for embodiment which concerns on embodiment of this invention changed from the initial attachment attitude | position. 従来例に係る第1ホールド部材が潰れた状態を示す図である。It is a figure showing the state where the 1st hold member concerning a conventional example was crushed. 従来例に係る足場板固定用金具の初期取付姿勢を示す図である。It is a figure which shows the initial stage attachment attitude | position of the bracket fixing metal fixture which concerns on a prior art example. 従来例に係る足場板固定用金具を示す分解斜視図である。It is a disassembled perspective view which shows the scaffold board fixing metal fitting which concerns on a prior art example. 従来例に係る下ホールド部材の横断面図である。It is a cross-sectional view of a lower hold member according to a conventional example. 従来例に係る足場固定用金具の取付姿勢が初期取付姿勢から変化した状態を示す図である。It is a figure which shows the state from which the attachment attitude | position of the bracket fixing metal fixture which concerns on a prior art example changed from the initial attachment attitude | position.

次に、本発明に係る足場板固定用金具について、図面を参照して詳細に説明する。なお、本実施形態は一実施例であり、本発明は実施形態に限定されない。
図1は、本発明に係る足場板固定用金具1を示す。この足場板固定用金具1は、建造物の構成部分すなわち被固定部材である例えばH形鋼50上に載置される足場板60を、H形鋼50に着脱自在に固定するものである。尚、被固定部材は、H形鋼50に限定されず、コの字状でもよい。
Next, the scaffolding plate fixing bracket according to the present invention will be described in detail with reference to the drawings. This embodiment is an example, and the present invention is not limited to the embodiment.
FIG. 1 shows a scaffolding plate fixing bracket 1 according to the present invention. The scaffolding plate fixing bracket 1 is configured to detachably fix a scaffolding plate 60 placed on, for example, an H-shaped steel 50 which is a component of a building, that is, a fixed member, to the H-shaped steel 50. The fixed member is not limited to the H-shaped steel 50, and may be U-shaped.

H形鋼50は、上下に配置されたフランジ51と、フランジ51,51を連結するウェブ52とを有している。足場板60は、長方形状の上板部61と、この上板部61における幅方向の両端に設けられ下方に延びる略L字状の脚部62とを有している。上板部61には、上板部61の幅方向に延びる長溝状の水抜き孔63が多数設けられている。なお、図1中の符号14はスプリングワッシャー、26,36は水抜き孔である。   The H-shaped steel 50 has a flange 51 disposed vertically and a web 52 connecting the flanges 51, 51. The scaffold plate 60 has a rectangular upper plate portion 61 and substantially L-shaped leg portions 62 provided at both ends in the width direction of the upper plate portion 61 and extending downward. The upper plate portion 61 is provided with a number of long groove-shaped drain holes 63 extending in the width direction of the upper plate portion 61. In FIG. 1, reference numeral 14 is a spring washer, and 26 and 36 are drain holes.

図2に示すように、足場板固定用金具1は、足場板60の上側に配置される上ホールド部材11と、足場板60の下側に配置され、上ホールド部材11と協働してH形鋼50及び足場板60を重ねた状態で挟持する下ホールド部材12と、上ホールド部材11と下ホールド部材12とを互いに引き付ける引き付け部材であるネジ13と、を備えている。   As shown in FIG. 2, the scaffolding plate fixing bracket 1 is disposed on the upper side of the scaffolding plate 60 and on the lower side of the scaffolding plate 60, and in cooperation with the upper holding member 11, H A lower hold member 12 that holds the shape steel 50 and the scaffold plate 60 in an overlapped state, and a screw 13 that is an attracting member that attracts the upper hold member 11 and the lower hold member 12 to each other are provided.

上ホールド部材11は、足場板60の水抜き孔63に挿入される凹状部20と、この凹状部20の両側に配置され足場板60上に配置される上板部21と、この上板部21の側端縁に設けられ足場板60の水抜き孔63に挿入される脚部22とを有している。凹状部20には、ボルト孔23が設けられている。また、上板部21には取付孔24が設けられている。更に、凹状部20の両端部には、図3に示すように、その底面から上方に延びる補強壁25が立設されている。この補強壁25は、凹状部20における両側壁間に配置されている。尚、上板部21の上面は、図2及び図3に示すような、平らな面に限定されない。上板部21の上面は、脚部22と凹状部20の接続の間で弧を描くような湾曲状の面
でもよいし、上板部21の下面(内壁部)が平面で、上面が上に凸る断面であるかまぼこ状の形状でもよい。
The upper hold member 11 includes a concave portion 20 inserted into the drain hole 63 of the scaffold plate 60, an upper plate portion 21 disposed on both sides of the concave portion 20 and disposed on the scaffold plate 60, and the upper plate portion. 21 is provided on the side edge of the leg 21 and is inserted into the drain hole 63 of the scaffolding plate 60. The recessed portion 20 is provided with a bolt hole 23. The upper plate portion 21 is provided with a mounting hole 24. Further, as shown in FIG. 3, reinforcing walls 25 extending upward from the bottom surface of the both ends of the recessed portion 20 are provided upright. The reinforcing wall 25 is disposed between both side walls of the concave portion 20. The upper surface of the upper plate portion 21 is not limited to a flat surface as shown in FIGS. The upper surface of the upper plate portion 21 may be a curved surface that draws an arc between the connection between the leg portion 22 and the concave portion 20, or the lower surface (inner wall portion) of the upper plate portion 21 is a flat surface and the upper surface is the upper surface. A semi-cylindrical shape having a cross-section protruding in the shape may be used.

図5に示すように、下ホールド部材12は、足場板60における上板部61の下面61aに接触する第1接触部31と、H形鋼50の上側のフランジ51における下面51aに接触する第2接触部32と、第1接触部31と第2接触部32とを連結する連結部33とを有している。本実施形態では、第1接触部31及び連結部33は略直線状に形成され、全体として略L字状に形成されている。また、連結部33には、ネジ13を螺入するネジ孔35が設けられている。   As shown in FIG. 5, the lower hold member 12 has a first contact portion 31 that contacts the lower surface 61 a of the upper plate portion 61 of the scaffold plate 60 and a lower surface 51 a of the upper flange 51 of the H-shaped steel 50. It has the 2 contact part 32 and the connection part 33 which connects the 1st contact part 31 and the 2nd contact part 32. As shown in FIG. In this embodiment, the 1st contact part 31 and the connection part 33 are formed in substantially linear shape, and are formed in the substantially L shape as a whole. The connecting portion 33 is provided with a screw hole 35 into which the screw 13 is screwed.

第2接触部32は、連結部33の先端から斜め上方に延伸している。本実施形態では、第2接触部32は湾曲形成されている。これにより、第2接触部32は、H形鋼50のフランジ51に対して交差する方向に延伸し、先端部のみフランジ51の下面51aに接触する。第2接触部32の先端部には、H形鋼50のフランジ51に対する滑りを抑制するため、滑り抑制手段である剣先状の凸部34が複数設けられている。また、下ホールド部材12における第1接触部31,第2接触部32,及び連結部33の横断面は、図4に示すように、略U字状に形成されている。これにより、下ホールド部材12全体の横断面には、応力が集中する角部がないようにできる。尚、下ホールド部材12における第1接触部31,第2接触部32,及び連結部33の横断面は、略U字状に限定されない。   The second contact portion 32 extends obliquely upward from the tip of the connecting portion 33. In the present embodiment, the second contact portion 32 is curved. Thereby, the 2nd contact part 32 is extended in the direction which cross | intersects with the flange 51 of the H-section steel 50, and only the front-end | tip part contacts the lower surface 51a of the flange 51. FIG. In order to suppress slipping of the H-section steel 50 with respect to the flange 51, a plurality of sword-tip-shaped convex portions 34 serving as slip suppression means are provided at the distal end portion of the second contact portion 32. Moreover, the cross section of the 1st contact part 31, the 2nd contact part 32, and the connection part 33 in the lower hold member 12 is formed in the substantially U shape, as shown in FIG. As a result, the entire cross section of the lower hold member 12 can be free from corners where stress is concentrated. In addition, the cross section of the 1st contact part 31, the 2nd contact part 32, and the connection part 33 in the lower hold member 12 is not limited to substantially U shape.

次に、この足場板固定用金具1による足場板60の固定方法について説明する。図5は、足場板固定用金具1によって最初に足場板60をH形鋼50に固定するときの足場板固定用金具1の取付姿勢(初期取付姿勢)を示す。   Next, a method for fixing the scaffold plate 60 using the scaffold plate fixing bracket 1 will be described. FIG. 5 shows the mounting posture (initial mounting posture) of the scaffolding plate fixing bracket 1 when the scaffolding plate 60 is first fixed to the H-shaped steel 50 by the scaffolding plate fixing bracket 1.

この初期取付姿勢では、足場板固定用金具1の上ホールド部材11は、足場板60の上板部61におけるH形鋼50から外れた部分に載置されている。上ホールド部材11の凹状部20及び脚部22は、それぞれ足場板60の互いに隣接する水抜き孔63に挿入されている。また、上ホールド部材11は、図6に示すように、ネジ11aによって足場板60の上板部61に着脱自在に取り付けられている。   In this initial mounting posture, the upper holding member 11 of the scaffolding plate fixing bracket 1 is placed on a portion of the upper plate part 61 of the scaffolding plate 60 that is separated from the H-shaped steel 50. The concave portion 20 and the leg portion 22 of the upper hold member 11 are respectively inserted into the drain holes 63 adjacent to each other of the scaffold plate 60. Further, as shown in FIG. 6, the upper hold member 11 is detachably attached to the upper plate portion 61 of the scaffold plate 60 by screws 11a.

図5に示すように、足場板固定用金具1の下ホールド部材12は、足場板60の下側に配置されている。この下ホールド部材12の第1接触部31における先端部分31aは、足場板60の上板部61における下側の面61aに接触している。   As shown in FIG. 5, the lower holding member 12 of the scaffolding plate fixing bracket 1 is disposed below the scaffolding plate 60. A tip end portion 31 a of the first contact portion 31 of the lower hold member 12 is in contact with a lower surface 61 a of the upper plate portion 61 of the scaffold plate 60.

下ホールド部材12の第2接触部32は、足場板60の下側で且つH形鋼50のフランジ51の下側に配置されている。そして、第2接触部32の先端に設けられた凸部34の鋭角部分が、フランジ51の下面51aに接触している。足場板固定用金具1のネジ13の頭部42は、上ホールド部材11の凹状部20内に挿入されている。ネジ13の軸部40は、上ホールド部材11の上側から凹状部20のボルト孔23を介して足場板60の下側に通され、軸部40の先端のネジ部41が下ホールド部材12における連結部33のネジ孔35に螺入されている。そして、ネジ13が締め付けられて、上ホールド部材11と下ホールド部材12とが互いに強く引き付けられている。   The second contact portion 32 of the lower hold member 12 is disposed below the scaffold plate 60 and below the flange 51 of the H-section steel 50. The acute angle portion of the convex portion 34 provided at the tip of the second contact portion 32 is in contact with the lower surface 51 a of the flange 51. The head portion 42 of the screw 13 of the scaffolding plate fixing bracket 1 is inserted into the concave portion 20 of the upper hold member 11. The shaft portion 40 of the screw 13 is passed from the upper side of the upper hold member 11 to the lower side of the scaffolding plate 60 through the bolt hole 23 of the concave portion 20, and the screw portion 41 at the tip of the shaft portion 40 is in the lower hold member 12. It is screwed into the screw hole 35 of the connecting portion 33. Then, the screw 13 is tightened, and the upper hold member 11 and the lower hold member 12 are strongly attracted to each other.

ここでは、H形鋼50及び足場板60が重ねられた状態で、足場板固定用金具1の上ホールド部材11と下ホールド部材12によって挟持され、足場板60がH形鋼50に確実に固定されている。   Here, in a state where the H-shaped steel 50 and the scaffolding plate 60 are overlapped, the scaffolding plate fixing bracket 1 is clamped by the upper hold member 11 and the lower hold member 12, and the scaffolding plate 60 is securely fixed to the H-shaped steel 50. Has been.

このときの足場板固定用金具1の初期取付姿勢では、下ホールド部材12の第1接触部31及びネジ13の軸部40が、H形鋼50のウェブ52に対して略平行に配置されている。また、下ホールド部材12の連結部33は、H形鋼50のフランジ51に対して略平
行に配置されている。
In the initial mounting posture of the scaffolding plate fixing bracket 1 at this time, the first contact portion 31 of the lower hold member 12 and the shaft portion 40 of the screw 13 are disposed substantially parallel to the web 52 of the H-shaped steel 50. Yes. Further, the connecting portion 33 of the lower hold member 12 is disposed substantially parallel to the flange 51 of the H-section steel 50.

図7は、足場板固定用金具1の取付姿勢が初期取付姿勢から変化した状態、ここでは、足場板固定用金具1の取付姿勢が図7中の時計回転方向に傾斜した状態を示す。この場合は、下ホールド部材12の第1接触部31がH形鋼50のウェブ52に対して交差する方向に傾斜し、連結部33がH形鋼50のフランジ51に対して交差する方向に傾斜する。   FIG. 7 shows a state in which the mounting posture of the scaffolding plate fixing bracket 1 is changed from the initial mounting posture, and here, a state in which the mounting posture of the scaffolding plate fixing bracket 1 is inclined in the clockwise direction in FIG. In this case, the first contact portion 31 of the lower hold member 12 is inclined in a direction intersecting with the web 52 of the H-section steel 50, and the connecting portion 33 is intersected with the flange 51 of the H-section steel 50. Tilt.

しかし、この場合でも、下ホールド部材12の第2接触部32は、その先端部の凸部34のみフランジ51に接触する状態を維持している。従って、足場板固定用金具1の取付姿勢が変化したとしても、足場板固定用金具1による足場板60のH形鋼50に対する固定力が減少するのを抑制できる。   However, even in this case, the second contact portion 32 of the lower hold member 12 maintains a state in which only the convex portion 34 at the tip end portion is in contact with the flange 51. Therefore, even if the mounting posture of the scaffolding plate fixing bracket 1 changes, it is possible to suppress a decrease in the fixing force of the scaffolding plate 60 to the H-shaped steel 50 by the scaffolding plate fixing bracket 1.

また、第2接触部32の凸部34は先端が鋭角なので、足場板固定用金具1のH形鋼50に対する取付姿勢が変化した場合でも、凸部34はフランジ51に対して殆ど滑ることなく元の位置に保持される。従って、第2接触部32がフランジ51から外れるのを抑制でき、足場板60をH形鋼50に確実に固定できる。   Further, since the convex portion 34 of the second contact portion 32 has an acute tip, the convex portion 34 hardly slides against the flange 51 even when the mounting posture of the scaffolding plate fixing bracket 1 with respect to the H-shaped steel 50 is changed. Held in its original position. Therefore, the second contact portion 32 can be prevented from coming off from the flange 51, and the scaffold plate 60 can be reliably fixed to the H-section steel 50.

また、下ホールド部材12は、第1接触部31、第2接触部32及び連結部33の横断面が略U字状に形成され、応力が集中する角部がないので、従来のように横断面がコの字状で角部がある場合に比べて、強度を高くできる。また、上ホールド部材11と下ホールド部材12とを互いに引き付けるネジ13は、足場板60の水抜き孔63に挿通されるので、足場板60にネジ13を挿通させるために特別な孔などを設ける必要がなく、構成を簡略化できる。   In addition, the lower hold member 12 has a substantially U-shaped cross section of the first contact portion 31, the second contact portion 32, and the connecting portion 33, and has no corners where stress is concentrated. The strength can be increased compared to the case where the surface is U-shaped and has corners. Further, since the screw 13 that pulls the upper hold member 11 and the lower hold member 12 together is inserted into the drain hole 63 of the scaffold plate 60, a special hole or the like is provided to allow the screw 13 to be inserted into the scaffold plate 60. There is no need, and the configuration can be simplified.

また、上ホールド部材11は、凹状部20の両端部に補強壁25が立設されているので、凹状部20の両側から力が作用した場合でも、凹状部20月ぶれるのを抑制できる。これに対して、図8に示す従来の上ホールド部材101は、凹状部111の両端部が単なる平板状に形成されているので、凹状部111に両側から力が作用した場合、凹状部111が潰れるおそれがある。   Further, since the upper hold member 11 is provided with the reinforcing walls 25 at both ends of the concave portion 20, even when force is applied from both sides of the concave portion 20, it is possible to prevent the concave portion 20 from blurring. On the other hand, in the conventional upper hold member 101 shown in FIG. 8, since both ends of the concave portion 111 are formed in a simple flat plate shape, when force is applied to the concave portion 111 from both sides, the concave portion 111 There is a risk of crushing.

なお、図6は、足場固定用金具1の取付姿勢が初期取付姿勢に対して図6中の時計回転方向に傾斜した場合を示したが、足場固定用金具1の取付姿勢が初期取付姿勢に対して図6中の反時計回転方向に傾斜した場合も同様である。   6 shows a case where the mounting posture of the scaffolding fixing bracket 1 is inclined in the clockwise direction in FIG. 6 with respect to the initial mounting posture, but the mounting posture of the scaffolding fixing bracket 1 is in the initial mounting posture. The same applies to the case of tilting counterclockwise in FIG.

1 足場板固定用金具
11 上ホールド部材
11a ネジ
12 下ホールド部材
13 ネジ
14 スプリングワッシャー
20 凹状部
21 平板部
22 脚部
23 ボルト孔
24 取付孔
25 補強壁
26 水抜き孔
31 第1の接触部
32 第2の接触部
33 連結部
34 剣先状の凸部
35 ネジ孔
36 水抜き孔
40 軸部
41 ネジ部
42 頭部
50 H形鋼(建造物の構成部分)
51 フランジ
51a フランジの下面
52 ウェブ
60 足場板
61 上板部
61a 上板部の下面
62 脚部
63 孔
100 足場板用固定金具
101 上ホールド部材
102 下ホールド部材
103 ネジ
111 凹状部
112 上板部
113 脚部
114 孔
121 縦辺部
122 横辺部
123 ネジ孔
131 軸部
132 ネジ部分
150 H形鋼(建造物の構成部分)
151 フランジ
160 足場板
161 上板部
162 脚部
163 孔
DESCRIPTION OF SYMBOLS 1 Scaffolding plate fixing bracket 11 Upper hold member 11a Screw 12 Lower hold member 13 Screw 14 Spring washer 20 Concave portion 21 Flat plate portion 22 Leg portion 23 Bolt hole 24 Mounting hole 25 Reinforcement wall 26 Drain hole 31 First contact portion 32 Second contact portion 33 Connecting portion 34 Sword-shaped convex portion 35 Screw hole 36 Drain hole 40 Shaft portion 41 Screw portion 42 Head portion 50 H-section steel (component of building)
51 Flange 51a Lower surface of flange 52 Web 60 Scaffold plate 61 Upper plate portion 61a Lower surface of upper plate portion 62 Leg portion 63 Hole 100 Anchor plate fixing bracket 101 Upper hold member 102 Lower hold member 103 Screw 111 Concave portion 112 Upper plate portion 113 Leg portion 114 hole 121 vertical side portion 122 horizontal side portion 123 screw hole 131 shaft portion 132 screw portion 150 H-section steel (component of building)
151 Flange 160 Scaffold plate 161 Upper plate portion 162 Leg portion 163 Hole

Claims (2)

被固定部材上に載置された足場板の上側に配置される上ホールド部材と、
前記足場板の下側に配置され、前記上ホールド部材と協働して前記被固定部材及び前記足場板を挟持する下ホールド部材と、
前記上ホールド部材と前記下ホールド部材とを互いに引き付ける引き付け部材と、を備え、
前記下ホールド部材は、前記足場板の下面に接触する第1の接触部と、前記被固定部材の下面に対して交差する方向に延伸し、且つ先端部のみ前記被固定部材の前記下面に接触する第2の接触部と、前記第1の接触部と前記第2の接触部とを連結する連結部と、を有し、かつその横断面がU字状に湾曲している足場板固定用金具。
An upper hold member disposed on the upper side of the scaffolding plate placed on the fixed member;
A lower hold member, which is disposed on the lower side of the scaffold plate, and clamps the fixed member and the scaffold plate in cooperation with the upper hold member;
An attraction member for attracting the upper hold member and the lower hold member to each other;
The lower hold member extends in a direction intersecting the first contact portion that contacts the lower surface of the scaffold plate and the lower surface of the fixed member, and only the tip portion contacts the lower surface of the fixed member. the the second contact portion, the the first contact portion and the connecting portion connecting the second contact portion, have a, and its cross section scaffolding plate fixing are curved in a U-shape to Hardware.
前記第2の接触部には、前記被固定部材に対する滑りを抑制する滑り抑制手段が設けられている請求項1に記載の足場板固定用金具。   The scaffolding bracket fixing bracket according to claim 1, wherein the second contact portion is provided with a slip suppression unit that suppresses slipping with respect to the fixed member.
JP2009133856A 2008-07-29 2009-06-03 Scaffolding plate fixing bracket Expired - Fee Related JP4908550B2 (en)

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JP2008194513 2008-07-29
JP2008194513 2008-07-29
JP2009133856A JP4908550B2 (en) 2008-07-29 2009-06-03 Scaffolding plate fixing bracket

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JP6347483B2 (en) * 2014-08-11 2018-06-27 Jfe機材フォーミング株式会社 Floor board fixture
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CN110439250A (en) * 2019-07-31 2019-11-12 中冶(上海)钢结构科技有限公司 A kind of the fixation device and application method of Construction of Steel Structure high-altitude operation platform
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