JP2011032847A - Scaffold auxiliary member and scaffold structure using the same - Google Patents

Scaffold auxiliary member and scaffold structure using the same Download PDF

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JP2011032847A
JP2011032847A JP2009192520A JP2009192520A JP2011032847A JP 2011032847 A JP2011032847 A JP 2011032847A JP 2009192520 A JP2009192520 A JP 2009192520A JP 2009192520 A JP2009192520 A JP 2009192520A JP 2011032847 A JP2011032847 A JP 2011032847A
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support column
scaffold
plate
scaffolding
closing
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Masato Takahashi
正人 高橋
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a side part fall prevention member which is highly safe and convenient for handling during the storage and transportation. <P>SOLUTION: This scaffold auxiliary member includes a vertical plate member 8 fixed to a strut 1b and a closing member 9 which is placed on a scaffold plate 4 and closes the gap 6 formed between the scaffold plate 4 and the strut 1b. The closing member 9 is foldably connected to the vertical plate member 8. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、家屋やビルなどの建築物や船舶などの構築物の側部に設置される足場構造体に係り、特に安全性を高めるための足場補助部材に関するものである。  The present invention relates to a scaffold structure installed on a side part of a building such as a house or a building or a structure such as a ship, and particularly relates to a scaffold auxiliary member for improving safety.

図6は、建築物や船舶などの構築物の側部に設置される従来の足場構造体を説明するための一部斜視図である。  FIG. 6 is a partial perspective view for explaining a conventional scaffold structure installed on a side of a structure such as a building or a ship.

同図に示すように、構築物(図示せず)の外周部には内側支柱1aと外側支柱1bが対になって所定の間隔をおいて多数本立設され、各内側支柱1aと外側支柱1bの間にはパイプ状の手摺り2aが架設されている。そして手摺り2aと手摺り2aの間には、両端部にフック3,3を一体に取り付けた足場板4が架設されている。また、外側支柱1bと外側支柱1bの間にもパイプ状の手摺り2bが架設されている。  As shown in the figure, a large number of inner struts 1a and outer struts 1b are erected at predetermined intervals on the outer periphery of a structure (not shown), and each inner strut 1a and outer strut 1b A pipe-shaped handrail 2a is installed between them. And between the handrail 2a and the handrail 2a, the scaffold board 4 which attached the hooks 3 and 3 integrally to both ends is constructed. A pipe-shaped handrail 2b is also installed between the outer support column 1b and the outer support column 1b.

このようにして組み立てられた足場構造体の前記足場板4の上に作業員が立って所定の作業を行なったり、足場板4の上を移動したりする。  An operator stands on the scaffold plate 4 of the scaffold structure assembled in this way and performs a predetermined operation or moves on the scaffold plate 4.

ところが図6に示す足場構造体では、内側支柱1aと内側支柱1aの間、あるいは外側支柱1bと外側支柱1bの間には何も安全策が取られていないため、例えば作業員が足場板4で足を滑らせて外側支柱1bと外側支柱1bの間から下方へ落下したり、足場板4に置いてあった建築用部材などが何らかの外力が加わって外側支柱1bと外側支柱1bの間から下方へ落下したりする事故が発生していた。  However, in the scaffold structure shown in FIG. 6, no safety measures are taken between the inner support column 1a and the inner support column 1a, or between the outer support column 1b and the outer support column 1b. The foot is slid to drop downward from between the outer support column 1b and the outer support column 1b, or a building member placed on the scaffolding plate 4 is applied with some external force from between the outer support column 1b and the outer support column 1b. There was an accident that dropped down.

このような事故を防ぐために、図7に示すような足場構造体の構成が考えられる。この足場構造体は同図に示すように、外側支柱1bと外側支柱1bの間に足場板4と同様の板状の幅木5を当てがって番線で固定する構成である。幅木5の両端部にはフック3,3が一体に取り付けられ、このフック3,3によって幅木5が外側支柱1bと外側支柱1bの間で位置決めされて、図示していないが外側支柱1bと幅木5の端部は番線などによって締結される。  In order to prevent such an accident, the structure of a scaffold structure as shown in FIG. 7 can be considered. As shown in the figure, this scaffold structure has a configuration in which a plate-like skirting board 5 similar to the scaffold plate 4 is applied between the outer support column 1b and the outer support column 1b and fixed by a wire. The hooks 3 and 3 are integrally attached to both ends of the skirting board 5, and the skirting board 5 is positioned between the outer support column 1b and the outer support column 1b by the hooks 3 and 3, and the outer support column 1b is not shown. The ends of the skirting board 5 are fastened by a wire or the like.

このように外側支柱1bと外側支柱1bの間に幅木5を設置することにより、外側支柱1bと外側支柱1bの間からの落下事故をある程度防止することはできるが、問題が無い訳ではない。  Thus, by installing the skirting board 5 between the outer support column 1b and the outer support column 1b, it is possible to prevent a fall accident from between the outer support column 1b and the outer support column 1b to some extent, but there is no problem. .

すなわち、この足場構造体のように外側支柱1bと外側支柱1bの間に幅木5を挿入して取り付ける構成では、図7に示すように足場板4の横幅が内側支柱1aと外側支柱1bの間隔より狭いと、足場板4と幅木5の間に外側支柱1bと外側支柱1bの間隔と同じ長さの隙間6が形成される。そしてこの隙間6から建築用部材などが下方へ落下したり、あるいは作業員が前記隙間6に足を突っ込んで思わぬ事故を引き起こすなどの危険性があり、安全性の点では未だ不十分である。  That is, in the structure in which the baseboard 5 is inserted and attached between the outer support column 1b and the outer support column 1b as in this scaffold structure, the lateral width of the scaffold plate 4 is the same as that of the inner support column 1a and the outer support column 1b as shown in FIG. If it is narrower than the interval, a gap 6 having the same length as the interval between the outer column 1b and the outer column 1b is formed between the scaffold plate 4 and the skirting board 5. Then, there is a risk that a building member or the like falls downward from the gap 6 or a worker plunges into the gap 6 to cause an unexpected accident, which is still insufficient in terms of safety. .

また、前記幅木5の上下両端部は番線などによって外側支柱1bに固定しているため、足場構造体を解体するときには前記番線は廃材となり、再利用できないからランニングコストが高くつき不経済であるとともに、多量の番線屑が出てその処理が煩雑であるなどの問題を有している。  Further, since the upper and lower ends of the baseboard 5 are fixed to the outer support column 1b by a number line or the like, when the scaffold structure is disassembled, the number line becomes a waste material and cannot be reused. In addition, there is a problem that a large amount of wire scraps are produced and the processing is complicated.

本発明の目的は、このような従来技術の欠点を解消し、さらに安全性が高く、しかも保管や運搬などの取り扱いに便利な足場補助部材ならびにそれを用いた足場構造体を提供することにある。  An object of the present invention is to provide a scaffolding auxiliary member that eliminates the disadvantages of the prior art, has higher safety, and is convenient for handling such as storage and transportation, and a scaffold structure using the same. .

前記目的を達成するため本発明の第1の手段は足場補助部材において、
隣の支柱との間に架設されてその支柱に固定される立板部材と、
足場板上に載置されて、その足場板と前記支柱の間に形成される隙間を塞ぐ閉塞部材を有し、
その閉塞部材は前記立板部材に対して折り畳み可能に連結されていることを特徴とするものである。
In order to achieve the above object, the first means of the present invention is a scaffolding auxiliary member,
A standing plate member that is erected between adjacent struts and fixed to the struts;
A blocking member placed on the scaffolding plate and closing a gap formed between the scaffolding plate and the column;
The closing member is foldably connected to the standing plate member.

本発明の第2の手段は前記第1の手段において、
前記閉塞部材が前記立板部材に対して回転可能に連結されて、その閉塞部材が前記立板部材に対して約270度以上回転しないように閉塞部材の回転角を規制する例えば後述するストッパーなどの回転角規制手段が設けられていることを特徴とするものである。
According to a second means of the present invention, in the first means,
The closing member is rotatably connected to the standing plate member, and restricts the rotation angle of the closing member so that the closing member does not rotate about 270 degrees or more with respect to the standing plate member. The rotation angle restricting means is provided.

本発明の第3の手段は前記第1または第2の手段において、
前記立板部材と閉塞部材の折り畳んだ状態を保持する留め部材が、前記立板部材または閉塞部材に付設されていることを特徴とするものである。
A third means of the present invention is the first or second means,
A fastening member that holds the folded state of the standing plate member and the closing member is attached to the standing plate member or the closing member.

本発明の第4の手段は、
内側支柱と外側支柱が対になり、その支柱対が所定の間隔をおいて多数本立設され、各内側支柱と外側支柱の間に手摺りが横架されて、手摺りと手摺りの間に足場板が架設された足場構造体において、
前記支柱から足場板にかけて前記第1ないし第3のいずれか手段の足場補助部材が設置されていることを特徴とするものである。
The fourth means of the present invention is:
The inner support column and the outer support column are paired, and a large number of the support column pairs are set up at a predetermined interval. In the scaffold structure in which the scaffold plate is built,
A scaffolding auxiliary member of any one of the first to third means is installed from the support column to the scaffolding plate.

本発明の第5の手段は前記第4の手段において、
前記足場補助部材の立板部材にボルト挿入孔が形成され、ボルト付きクランプが前記支柱に固定され、そのボルト付きクランプのボルトを前記ボルト挿入孔に挿通して、前記立板部材を支柱に固定することを特徴とするものである。
According to a fifth means of the present invention, in the fourth means,
A bolt insertion hole is formed in the standing plate member of the scaffolding auxiliary member, a clamp with a bolt is fixed to the support column, and a bolt of the clamp with bolt is inserted into the bolt insertion hole to fix the standing plate member to the support column. It is characterized by doing.

本発明は前述のように、隣の支柱と支柱の間は立板部材で塞がれ、しかもその支柱と足場板との間に形成されている隙間は閉塞部材で塞がれるから、足場板の周辺での作業者や部材の落下事故を未然に防止することができ、高い安全性が確保できる。  In the present invention, as described above, the space between the adjacent struts and the struts is blocked by the standing plate member, and the gap formed between the struts and the scaffolding plate is blocked by the blocking member. It is possible to prevent accidents of dropping workers and members in the vicinity of the machine and to ensure high safety.

また閉塞部材と立板部材は折り畳み可能に連結されているから、保管や運搬などの取り扱い時には嵩張らずコンパクトになるから、保管や取り扱いに便利な足場補助部材を提供することができる。  Further, since the closing member and the standing plate member are connected so as to be foldable, they become compact without being bulky during handling such as storage and transportation, and thus a scaffolding auxiliary member convenient for storage and handling can be provided.

本発明の実施形態に係る側部落下防止部材の折り畳んだ状態での側面図である。It is a side view in the state where the side part fall prevention member concerning an embodiment of the present invention was folded up. その側部落下防止部材を取り付けた足場構造体の側面図である。It is a side view of the scaffold structure which attached the side part fall prevention member. その側部落下防止部材を取り付けた足場構造体の一部斜視図である。It is a partial perspective view of the scaffold structure which attached the side part fall prevention member. 本発明の実施形態に係る端部落下防止部材の斜視図である。It is a perspective view of the edge part fall prevention member which concerns on embodiment of this invention. 側部落下防止部材と端部落下防止部材を一緒に取り付けた状態を示す一部平面図である。It is a partial top view which shows the state which attached the side part fall prevention member and the edge part fall prevention member together. 従来の足場構造体を説明するための一部斜視図である。It is a partial perspective view for demonstrating the conventional scaffold structure. 従来の足場構造体を説明するための一部斜視図である。It is a partial perspective view for demonstrating the conventional scaffold structure.

本発明の実施形態に係る足場構造体を図面とともに説明する。
図1は本発明の実施形態に係る側部落下防止部材の折り畳んだ状態での側面図、図2はその側部落下防止部材を取り付けた足場構造体の側面図、図3はその側部落下防止部材を取り付けた足場構造体の一部斜視図、図4は本発明の実施形態に係る端部落下防止部材の斜視図、図5は側部落下防止部材と端部落下防止部材を一緒に取り付けた状態を示す一部平面図である。
A scaffold structure according to an embodiment of the present invention will be described with reference to the drawings.
FIG. 1 is a side view of a side part fall prevention member according to an embodiment of the present invention in a folded state, FIG. 2 is a side view of a scaffold structure to which the side part fall prevention member is attached, and FIG. FIG. 4 is a perspective view of an end part fall prevention member according to an embodiment of the present invention, and FIG. 5 is a side part fall prevention member and an end part fall prevention member together. It is a partial top view which shows the state attached.

本発明の実施形態に係る側部落下防止部材7は、図3ならびに図5に示すように外側支柱1bから足場板4の一側端部4aにかけて設置されるものである。
この側部落下防止部材7は図1ないし図3に示すように、外側支柱1bと外側支柱1bの間に立設される立板部材8と、図2ならびに図7に示す外側支柱1bと足場板4の一側端部4aの間に形成される隙間6を塞ぐ閉塞部材9とを有している。立板部材8と閉塞部材9は蝶番10で連結されて図1に示すように折り畳み可能になっており、さらに閉塞部材9は立板部材8に対して矢印方向に約270度(約3/4周)回転できるようになっている。
The side part fall prevention member 7 according to the embodiment of the present invention is installed from the outer support column 1b to the one side end part 4a of the scaffold plate 4 as shown in FIGS.
As shown in FIGS. 1 to 3, the side fall prevention member 7 includes a standing plate member 8 erected between the outer column 1b and the outer column 1b, and the outer column 1b and the scaffold shown in FIGS. And a closing member 9 that closes the gap 6 formed between the one end portions 4a of the plate 4. The upright plate member 8 and the closing member 9 are connected by a hinge 10 and can be folded as shown in FIG. 1, and the closing member 9 is about 270 degrees (about 3 / 4 rotations).

閉塞部材9の蝶番10と隣接する端部には、閉塞部材9と略同じ長さのストッパー11が溶接などによって一体に設けられている。図2に示すように閉塞部材9を立板部材8に対して約270度(約3/4周)回転したときに、前記ストッパー11の端面12が立板部材8の側面に当接して、閉塞部材9がそれ以上回転しないようになっている。  A stopper 11 having substantially the same length as that of the closing member 9 is integrally provided at an end portion adjacent to the hinge 10 of the closing member 9 by welding or the like. As shown in FIG. 2, when the closing member 9 is rotated about 270 degrees (about 3/4 round) with respect to the standing plate member 8, the end surface 12 of the stopper 11 comes into contact with the side surface of the standing plate member 8, The closing member 9 is prevented from rotating further.

図3に示すように、立板部材8の横の長さL1は外側支柱1bと外側支柱1bの間隔L2よりも若干長く設計されており(L1>L2)、隣接する立板部材8の端部どうしを重ね合わせて1本の外側支柱1bに取り付けられるようになっている。  As shown in FIG. 3, the horizontal length L1 of the upright plate member 8 is designed to be slightly longer than the distance L2 between the outer support column 1b and the outer support column 1b (L1> L2). The parts are superposed and attached to one outer support 1b.

立板部材8を外側支柱1bに取り付けるのに、ボルト付きクランプ13が用いられる。図2ならびに図3に示すように、ボルト付きクランプ13を外側支柱1bの所定の位置に固定し、立板部材8に形成されているボルト挿入孔(図示せず)にボルト付きクランプ13のボルト14を挿通して、ナット15で締結することにより、側部落下防止部材7(立板部材8)が外側支柱1bに取り付けられる。  A bolted clamp 13 is used to attach the upright plate member 8 to the outer support column 1b. As shown in FIGS. 2 and 3, the bolted clamp 13 is fixed to a predetermined position of the outer support 1b, and the bolt of the bolted clamp 13 is inserted into a bolt insertion hole (not shown) formed in the standing plate member 8. By inserting 14 and fastening with the nut 15, the side portion fall prevention member 7 (standing plate member 8) is attached to the outer column 1 b.

図1に示すように、立板部材8と閉塞部材9の高さHは略同寸に設計されており、実際の高さHは安全性を考慮して15cm以上に設定されている。立板部材8の上端部の両側には弾性を有する金属板などからなる留め部材16が設けられている。  As shown in FIG. 1, the height H of the standing plate member 8 and the closing member 9 is designed to be substantially the same size, and the actual height H is set to 15 cm or more in consideration of safety. Fastening members 16 made of an elastic metal plate or the like are provided on both sides of the upper end portion of the upright plate member 8.

図5に示すように足場構造体の端部には、内側支柱1aから外側支柱1bにかけて端部落下防止部材17が取り付けられている。この端部落下防止部材17は平面形状がコ字形をしており、内側支柱1aから外側支柱1bにかけて延びる端板部18と、その端板部18の両端部に互いに内側に対向するように設けられた取付板部19,19とを有している。この取付板部19は、蝶番21を介して端板部18に折り畳み可能に連結されている。  As shown in FIG. 5, an end portion fall prevention member 17 is attached to the end portion of the scaffold structure from the inner support column 1a to the outer support column 1b. The end drop prevention member 17 has a U-shaped planar shape, and is provided so that the end plate portion 18 extending from the inner support column 1a to the outer support column 1b and both end portions of the end plate portion 18 face each other inward. Mounting plate portions 19, 19. The mounting plate portion 19 is connected to the end plate portion 18 via a hinge 21 so as to be foldable.

図4に示すように、取付板部19,19の所定の位置にはボルト挿入孔20がそれぞれ形成されている。そして図5に示すように、端部落下防止部材17の一方は取付板部19を介してボルト付きクランプ13によって直接内側支柱1aに取り付けられており、端部落下防止部材17の他方は、取付板部19が前記側部落下防止部材7の立板部材8の端部に重ね合わさって、1つのボルト付きクランプ13によって外側支柱1bに取り付けられている。  As shown in FIG. 4, bolt insertion holes 20 are respectively formed at predetermined positions of the mounting plate portions 19 and 19. As shown in FIG. 5, one of the end drop prevention members 17 is directly attached to the inner support 1a by the bolted clamp 13 via the mounting plate 19, and the other end drop prevention member 17 is attached The plate portion 19 is superimposed on the end portion of the upright plate member 8 of the side portion fall prevention member 7 and attached to the outer support column 1b by a single bolted clamp 13.

図5に示すように、通常、手摺り2と足場板4の間には余り大きな隙間は形成されないから、端部落下防止部材17にはその隙間を塞ぐ閉塞部は必要ないが、前記隙間が大きい場合は、端板部18の下端に折り曲げによって閉塞部を一体に設け、前記隙間をその閉塞部で塞ぐことも可能である。  As shown in FIG. 5, normally, since a very large gap is not formed between the handrail 2 and the scaffolding plate 4, the end portion fall prevention member 17 does not need a closed portion to close the gap, but the gap is not In the case of being large, it is also possible to integrally provide a closed portion at the lower end of the end plate portion 18 by bending and close the gap with the closed portion.

側部落下防止部材7の保管や運搬時には、図1に示すように立板部材8と閉塞部材9を折り畳んで重ね合わせて、その状態を留め部材16で保持している。このように側部落下防止部材7が折り畳み式になっているので嵩張らず、側部落下防止部材7の保管や運搬に好都合である。  When the side fall prevention member 7 is stored or transported, as shown in FIG. 1, the standing plate member 8 and the closing member 9 are folded and overlapped, and the state is held by the fastening member 16. Thus, since the side part fall prevention member 7 is foldable, it is not bulky and is convenient for storage and transportation of the side part fall prevention member 7.

足場構造体に側部落下防止部材7を取り付ける際には、図1に示す状態から閉塞部材9を留め部材16から外して、矢印で示すように約270度回転させ、閉塞部材9を水平状態にする。この状態で図2に示すように、閉塞部材9を足場板4の一側端部4aの上に載せて隙間6を塞ぎ、予め外側支柱1bに固定されているボルト付きクランプ13で立板部材8を外側支柱1bに締結することにより、側部落下防止部材7の取り付けは終了する。  When the side fall prevention member 7 is attached to the scaffold structure, the closing member 9 is removed from the fastening member 16 from the state shown in FIG. 1 and rotated by about 270 degrees as indicated by the arrow so that the closing member 9 is in a horizontal state. To. In this state, as shown in FIG. 2, the closing member 9 is placed on one side end 4a of the scaffolding plate 4 to close the gap 6, and the standing plate member is clamped with the bolted clamp 13 fixed in advance to the outer column 1b. By fastening 8 to the outer support column 1b, the attachment of the side drop prevention member 7 is completed.

このようにして側部落下防止部材7を取り付けた状態で、閉塞部材9のストッパー11の端面12は立板部材8の側面に当接しているから、閉塞部材9の自由端9aが矢印X方向に浮き上がることが阻止され、閉塞部材9は足場板4の上に確実に載置される。このように閉塞部材9の浮き上がりが阻止されるから、閉塞部材9を足場板4に番線などで固定する必要がなく、側部落下防止部材7の設置が簡便であるとともに、足場構造体の解体時に番線屑の発生量を少なく抑えることができる。  Since the end surface 12 of the stopper 11 of the closing member 9 is in contact with the side surface of the standing plate member 8 with the side fall prevention member 7 attached in this way, the free end 9a of the closing member 9 is in the direction indicated by the arrow X. The blocking member 9 is securely placed on the scaffold plate 4. Since the floating of the blocking member 9 is prevented in this way, it is not necessary to fix the blocking member 9 to the scaffold plate 4 with a wire or the like, the installation of the side fall prevention member 7 is simple, and the scaffold structure is disassembled. Sometimes the amount of wire scrap generated can be reduced.

外側支柱1bと足場板4の間に隙間6が殆どなくて安全な場合には、図1に示すように閉塞部材9を開かずに折り畳んだ状態で、側部落下防止部材7を外側支柱1bに取り付けることにより、外側支柱1bの間からの落下防止に役立つ。  When there is almost no gap 6 between the outer support 1b and the scaffolding plate 4, the side fall prevention member 7 is folded without opening the closing member 9 as shown in FIG. Attaching to the outer wall 1b helps to prevent the outer column 1b from falling.

側部落下防止部材7ならびに端部落下防止部材17には所定の剛性が必要であり、金属板、足場板4のような網目状部材、あるいは多数の小孔を開けたパンチングメタルやエキスパンデットメタルなどで構成することができる。側部落下防止部材7ならびに端部落下防止部材17を網目状部材、パンチングメタルあるいはエキスパンデットメタルなどで構成することにより、軽量化を図ることができる。  The side fall prevention member 7 and the end fall prevention member 17 must have a predetermined rigidity, and are a metal plate, a mesh-like member such as the scaffold plate 4, or a punching metal or an expanded plate having a large number of small holes. It can be composed of metal or the like. By configuring the side part fall prevention member 7 and the end part fall prevention member 17 with a mesh member, a punching metal, an expanded metal, or the like, the weight can be reduced.

前記実施形態では閉塞部材9に別体のストッパー11を取り付けたが、閉塞部材9の一部を切り起こして、その切起部を立板部材8の側面に当接するストッパーとすることもできる。また、閉塞部材9の回転角度を前述の範囲に規制するストッパー機能付きの蝶番を用いることも可能である。
また前記閉塞部材9の表面に、滑り防止部材を付設することも可能である。
In the above-described embodiment, the separate stopper 11 is attached to the closing member 9, but a part of the closing member 9 may be cut and raised, and the cut-and-raised portion may be a stopper that contacts the side surface of the standing plate member 8. It is also possible to use a hinge with a stopper function that restricts the rotation angle of the closing member 9 within the aforementioned range.
It is also possible to attach a slip prevention member to the surface of the closing member 9.

前記実施形態では外側支柱1bと足場板4の間に側部落下防止部材7を設けたが、内側支柱1aと足場板4の間に側部落下防止部材7を設けることも可能である。  In the above embodiment, the side fall prevention member 7 is provided between the outer support column 1 b and the scaffold plate 4, but the side fall prevention member 7 may be provided between the inner support column 1 a and the scaffold plate 4.

請求項別の効果を示せば下記の通りである。
請求項1に記載の発明によれば、隣の支柱と支柱の間は立板部材で塞がれ、しかもその支柱と足場板との間に形成されている隙間は閉塞部材で塞がれるから、足場板の周辺での作業者や部材の落下事故を未然に防止することができ、高い安全性が確保できる。
The effects according to the claims are as follows.
According to the first aspect of the present invention, the space between the adjacent column and the column is blocked by the standing plate member, and the gap formed between the column and the scaffolding plate is blocked by the blocking member. In addition, it is possible to prevent an operator or member from dropping accidents around the scaffolding board, and to ensure high safety.

また閉塞部材と立板部材は折り畳み可能に連結されているから、保管や運搬などの取り扱い時には嵩張らずコンパクトになるから、保管や取り扱いに便利な足場補助部材を提供することができる。  Further, since the closing member and the standing plate member are connected so as to be foldable, they become compact without being bulky during handling such as storage and transportation, and thus a scaffolding auxiliary member convenient for storage and handling can be provided.

請求項2に記載の発明によれば、閉塞部材が立板部材に対して約270度以上回転しないように閉塞部材の回転角を規制する例えばストッパーなどの回転角規制手段が設けられている。  According to the second aspect of the present invention, the rotation angle restricting means such as a stopper is provided for restricting the rotation angle of the closing member so that the closing member does not rotate about 270 degrees or more with respect to the standing plate member.

そのため閉塞部材の自由端側が浮き上がることが阻止され、閉塞部材が足場板の上に確実に載置される。このように閉塞部材の浮き上がりが阻止されるから、閉塞部材を足場板に番線などで固定する必要がなく、足場補助部材の設置が簡便であるとともに、足場構造体の解体時に番線屑の発生量を少なく抑えることができる。  Therefore, the free end side of the closing member is prevented from floating, and the closing member is reliably placed on the scaffold plate. Since the lifting of the blocking member is prevented in this way, it is not necessary to fix the blocking member to the scaffolding plate with a wire or the like, the installation of the scaffolding auxiliary member is simple, and the amount of wire scrap generated when the scaffold structure is disassembled Can be reduced.

請求項3に記載の発明によれば、立板部材と閉塞部材の折り畳んだ状態を保持する留め部材が付設されているから、支柱と足場板との間に安全性に問題のある隙間ができない足場構造体の場合は、立板部材と閉塞部材の折り畳んだ状態で支柱に固定することができ、足場補助部材が邪魔になることはない。  According to the third aspect of the present invention, since the fastening member that holds the folded state of the standing plate member and the closing member is attached, there is no gap having a safety problem between the support column and the scaffold plate. In the case of the scaffold structure, the standing plate member and the closing member can be folded and fixed to the support column, and the scaffold auxiliary member does not get in the way.

請求項4に記載の発明によれば、安全性の高い足場構造体を提供することができる。  According to invention of Claim 4, a highly safe scaffold structure can be provided.

請求項5に記載の発明によれば、クランプを使用することで番線を用いないで足場補助部材を支柱に固定することができるから、足場構造体の解体時に発生する番線屑の量を少なく抑えるとともに、ランニングコストの低減を図ることができる。  According to the fifth aspect of the present invention, since the scaffolding auxiliary member can be fixed to the support pillar without using the number wire by using the clamp, the amount of the number of wire number waste generated when the scaffold structure is disassembled is reduced. In addition, the running cost can be reduced.

また、足場補助部材とクランプを一体化することも考えられるが、足場補助部材とクランプでは耐用寿命が違うため、例えばクランプの部分は耐用寿命に達しており、一方、足場補助部材の部分は耐用寿命に達していない場合でも、足場補助部材とクランプの一体化物を破棄せざるを得ないという事態が発生する。これに対して足場補助部材とクランプを別々にすることで、足場補助部材とクランプを耐用寿命までフルに使用することができ、結局、ランニングコストの低減を図ることができる。  In addition, it is conceivable to integrate the scaffolding auxiliary member and the clamp, but since the useful life is different between the scaffolding auxiliary member and the clamp, for example, the clamp part has reached the useful life, while the scaffolding auxiliary part is durable. Even when the lifetime has not been reached, a situation occurs in which the integrated scaffold auxiliary member and clamp must be discarded. On the other hand, by using the scaffolding assisting member and the clamp separately, the scaffolding assisting member and the clamp can be fully used up to their useful life, and as a result, the running cost can be reduced.

1a・・・内側支柱、
1b・・・外側支柱、
2a,2b・・・手摺り、
3・・・フック、
4・・・足場板、
4a・・・足場板の一側端部、
6・・・隙間、
7・・・側部落下防止部材、
8・・・立板部材、
9・・・閉塞部材、
9a・・・閉塞部材の自由端、
10・・・蝶番
11・・・ストッパー、
12・・・端面、
13・・・ボルト付きクランプ、
14・・・ボルト、
15・・・ナット、
16・・・留め部材、
17・・・端部落下防止部材、
18・・・端板部、
19・・・取付板部、
20・・・ボルト挿入孔、
21・・・蝶番、
L1・・・立板部材の横の長さ、
L2・・・外側支柱の横の長さ、
H・・・立板部材、閉塞部材の高さ。
1a ... inner strut,
1b: outside strut,
2a, 2b ... handrails,
3 ... hook,
4 ... scaffolding board,
4a: one side end of the scaffold plate,
6 ... Gap,
7: Side fall prevention member,
8: Standing plate member,
9: Closure member,
9a: free end of the closing member,
10 ... Hinge 11 ... Stopper,
12 ... end face,
13 ... Clamp with bolt,
14 ... Bolt,
15 ... Nut,
16 ... Fastening member,
17 ... end fall prevention member,
18 ... end plate part,
19 ... Mounting plate,
20: Bolt insertion hole,
21 ... Hinge,
L1: Horizontal length of the standing plate member,
L2: The lateral length of the outer column,
H: Height of the standing plate member and closing member.

Claims (5)

隣の支柱との間に架設されてその支柱に固定される立板部材と、
足場板上に載置されて、その足場板と前記支柱の間に形成される隙間を塞ぐ閉塞部材を有し、
その閉塞部材は前記立板部材に対して折り畳み可能に連結されていることを特徴とする足場補助部材。
A standing plate member that is erected between adjacent struts and fixed to the struts;
A blocking member placed on the scaffolding plate and closing a gap formed between the scaffolding plate and the column;
The closing member is connected to the upright plate member so as to be foldable.
請求項1に記載の足場補助部材において、
前記閉塞部材が前記立板部材に対して回転可能に連結されて、その閉塞部材が前記立板部材に対して約270度以上回転しないように閉塞部材の回転角を規制する回転角規制手段が設けられていることを特徴とする足場補助部材。
The scaffold auxiliary member according to claim 1,
Rotation angle restricting means for restricting the rotation angle of the closing member so that the closing member is rotatably connected to the standing plate member and the closing member does not rotate about 270 degrees or more with respect to the standing plate member. A scaffolding auxiliary member provided.
請求項1または2に記載の足場補助部材において、
前記立板部材と閉塞部材の折り畳んだ状態を保持する留め部材が、前記立板部材または閉塞部材に付設されていることを特徴とする足場補助部材。
In the scaffolding auxiliary member according to claim 1 or 2,
A scaffolding auxiliary member, wherein a fastening member that holds the folded state of the standing plate member and the closing member is attached to the standing plate member or the closing member.
内側支柱と外側支柱が対になり、その支柱対が所定の間隔をおいて多数本立設され、各内側支柱と外側支柱の間に手摺りが横架されて、手摺りと手摺りの間に足場板が架設された足場構造体において、
前記支柱から足場板にかけて請求項1ないし3のいずれか1項に記載の足場補助部材が設置されていることを特徴とする足場構造体。
The inner support column and the outer support column are paired, and a large number of the support column pairs are set up at a predetermined interval. In the scaffold structure in which the scaffold plate is built,
The scaffolding structure according to any one of claims 1 to 3, wherein the scaffolding auxiliary member according to any one of claims 1 to 3 is installed from the support column to the scaffolding plate.
請求項4に記載の足場構造体において、
前記足場補助部材の立板部材にボルト挿入孔が形成され、ボルト付きクランプが前記支柱に固定され、そのボルト付きクランプのボルトを前記ボルト挿入孔に挿通して、前記立板部材を支柱に固定することを特徴とする足場構造体。
The scaffold structure according to claim 4,
A bolt insertion hole is formed in the standing plate member of the scaffolding auxiliary member, a clamp with a bolt is fixed to the support column, and a bolt of the clamp with bolt is inserted into the bolt insertion hole to fix the standing plate member to the support column. A scaffold structure characterized in that
JP2009192520A 2009-08-03 2009-08-03 Scaffold auxiliary member and scaffold structure using the same Pending JP2011032847A (en)

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Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018035576A (en) * 2016-08-31 2018-03-08 Jfe機材フォーミング株式会社 Baseboard for scaffold

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018035576A (en) * 2016-08-31 2018-03-08 Jfe機材フォーミング株式会社 Baseboard for scaffold

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