JP2007239415A - Scaffolding board on slate roof - Google Patents

Scaffolding board on slate roof Download PDF

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JP2007239415A
JP2007239415A JP2006067309A JP2006067309A JP2007239415A JP 2007239415 A JP2007239415 A JP 2007239415A JP 2006067309 A JP2006067309 A JP 2006067309A JP 2006067309 A JP2006067309 A JP 2006067309A JP 2007239415 A JP2007239415 A JP 2007239415A
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slate roof
scaffold
slate
roof
board
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JP4147250B2 (en
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Katsukiyo Shimomura
勝清 下村
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KASHIWABARA PAINTING WORKS CO
KASHIWABARA PAINTING WORKS CO Ltd
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KASHIWABARA PAINTING WORKS CO
KASHIWABARA PAINTING WORKS CO Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a scaffolding board on a slate roof which is lightweight, which can be easily provided on the slate roof, and which can secure a passage used for treading and walking. <P>SOLUTION: Faithful research on the feasibility of eliminating line contact between the scaffolding board, which is provided on the roof, and a slate material and making it surface contact has been made in order to achieve the weight reduction of the scaffolding board and an improvement in installation performance. As a result, the undersurface of the scaffolding board is made a waveform along the waveform shape of the slate, and the undersurface of the scaffolding board is brought into surface contact with the slate material. Thus, the load of the worker is securely received, and the strength as scaffolding is provided. The scaffolding board is made nonslip, and the worker can tread and walk on it with ease. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、スレート屋根上の足場板に関し、特に、スレート屋根の補修、塗装、点検、清掃等の作業を随時に、安全な状態で遂行できるスレート屋根上の足場板に関する。   The present invention relates to a scaffold plate on a slate roof, and more particularly to a scaffold plate on a slate roof that can perform operations such as repair, painting, inspection, and cleaning of the slate roof in a safe state at any time.

工場、倉庫、駅のプラットホームの上家等の屋根は、母屋等の鉄骨構造の上にスレート葺きで構築されることが多い。このようなスレート葺きの屋根上では、スレートの取り替え工事のためや屋根及び樋の点検・清掃、塗装等のために、屋根上を歩行する必要がある。ところが、屋根材が衝撃に弱いスレートであるため、作業員の歩行の仕方等によっては、衝撃が局部的に作用し、スレートが損傷して作業員が落下してしまうことになる。そのため、従来では、屋根裏に、鉄骨下地材(母屋という)に落下防止用の防護網を張り、作業員がスレートを踏み抜いた場合でも落下しないような安全対策をした上で作業を行うことが行なわれている。この場合、防護網の施工は、脚立どうしの間に足場板を架け渡す等、作業台を構築して行っている。この場合には、防護網の施工・取外し作業に手間取ると共にコスト高になる。その上、母屋の上を注意深く確認しながら踏み歩くことが必要であり、スレート屋根の抜け自体を防止できず、作業者の不安を取り除くことはできない。   The roofs of factories, warehouses, and station platforms are often built with slate roofs on steel structures such as purlins. On such a slate-roofed roof, it is necessary to walk on the roof for slate replacement work, inspection and cleaning of the roof and fence, painting, and the like. However, since the roofing material is a slate that is vulnerable to impact, depending on how the worker walks, the impact acts locally, and the slate is damaged and the worker falls. Therefore, conventionally, a protective net for drop prevention has been attached to the attic on a steel base material (called a purlin), and work has been carried out after taking safety measures so that even if an operator steps on the slate, it will not fall. It is done. In this case, the protection net is constructed by constructing a work table such as a scaffolding plate is placed between the stepladders. In this case, it takes time for construction / removal work of the protective net and the cost is increased. In addition, it is necessary to walk while carefully checking the top of the main building, and the slate roof itself cannot be prevented and the operator's anxiety cannot be removed.

また、屋根上に防護ネットを張ることが知られている(例えば特許文献1)。しかし、特許文献1に示すようなものでは、防護ネットが作業の邪魔になり、ネット部分の屋根の作業を行うことができない。また、作業者がネット上を踏み歩く際にも、母屋の上を探しながら歩く必要があり、作業性は悪いものであった。   In addition, it is known to put a protective net on the roof (for example, Patent Document 1). However, in the case shown in Patent Document 1, the protective net interferes with the work, and the work on the roof of the net part cannot be performed. In addition, when an operator walks on the net, he / she has to walk while looking for the top of the main building, and the workability is poor.

そのために、屋根下の母屋を意識せずに、スレートの上を踏み歩くことができる手法として、屋根上に足場を組むことが知られている(例えば特許文献2)。   Therefore, it is known to build a scaffold on the roof as a technique that can be walked on the slate without being aware of the purlin under the roof (for example, Patent Document 2).

堅実な手法であるが、足場を構築する設置が大掛かりで手間がかかり、コスト高になる不具合を有する。特に、特許文献2に示すものでは、鋼管がスレート屋根と線接触であり、摩擦係数が極めて低くなり、滑りやすい。鋼管が線接触であり、作業者の安全性を考えると鋼管を強度的にも強いものとする必要があり、重量のあるものとせざるを得なくなっている。   Although it is a solid method, it has a problem that the installation to build a scaffold is large and time-consuming, and the cost is high. In particular, in the one shown in Patent Document 2, the steel pipe is in line contact with the slate roof, the friction coefficient is extremely low, and it is easy to slip. The steel pipe is in line contact, and considering the safety of the worker, it is necessary to make the steel pipe strong in strength, and it must be heavy.

それに対して、簡易的な方法として、工事現場や屋根上等に無垢の木材、鉄製やアルミ製の板材、サンドイッチアルミ材等からなる足場板を骨組み間やスレート上に架け渡して、その上を踏み歩くようにしたものが知られている(特許文献3)。
実開昭59−89941号公報 特開2003−013573号公報 特公平4−72947号公報
On the other hand, as a simple method, scaffolding plates made of solid wood, iron or aluminum plate material, sandwich aluminum material, etc. on the construction site or roof etc. are bridged between the frames or on the slate, and the top What is made to walk is known (patent document 3).
Japanese Utility Model Publication No.59-89941 JP 2003-013573 A Japanese Examined Patent Publication No. 4-72947

特許文献3に示すものでは、足場板に重量があるので、運搬時や屋根上に持ち上げて敷設し、作業に応じて移動し、作業完了後に撤去するのに非常に手間がかかり、作業員の負担も大となる不具合を有する。   In the one shown in Patent Document 3, since the scaffolding plate is heavy, it takes a lot of labor to lift and lay it on the roof during transportation, move according to the work, and remove it after the work is completed. There is a problem that the burden is large.

特に、足場板をスレート屋根の波形状の頂部間に跨ってブリッジのように渡すものであり、足場板の底面がスレート屋根の頂部に線接触して載置されるため、スレート屋根を損傷する可能性があり、足場板が滑って外れる危険性を有している。   In particular, the scaffold board is passed like a bridge across the wave-shaped top of the slate roof, and the bottom of the scaffold board is placed in line contact with the top of the slate roof, which damages the slate roof. There is a possibility that the scaffolding board will slip and come off.

本発明は、軽量でしかも簡単に足場板をスレート屋根上に設置でき、踏み歩く通路を確保するようにすることを目的とする。   An object of the present invention is to make it possible to easily install a scaffolding board on a slate roof and to secure a walkway for walking.

本発明では、足場板を屋根上に設置するものにおいて、足場板の軽量化と設置性の改善を狙いとして、足場板とスレート材との線接触を無くし、面接触とすることができないかという観点で誠意研究を重ねていった。その結果、足場板の下側をスレートの波形状に沿った波形状としてスレート材とを面接触させる構成として、作業者の荷重を確実に受けて足場としての強度を備え、且つ足場板が滑ることなく、作業者が安心して踏み歩くことができるようにしたものである。   In the present invention, in the case where the scaffolding board is installed on the roof, with the aim of reducing the weight of the scaffolding board and improving the installation property, it is possible to eliminate the line contact between the scaffolding board and the slate material and to make a surface contact. Sincerely researched sincerely. As a result, the lower side of the scaffolding plate has a wave shape that follows the wave shape of the slate so that the slate material is in surface contact with the slate material. Without any problem, the worker can walk safely.

具体的には、請求項1の発明は、スレート屋根上の足場板であって、スレート屋根の複数の波形状部に跨って渡される大きさの板状足場母材を備え、該足場母材の下部に一体に結合され、下面がスレート屋根の複数の波形状部に対応する波形状部を備えるクッション体を備えることを特徴とする。   Specifically, the invention of claim 1 is a scaffold plate on a slate roof, comprising a plate-like scaffold base material having a size spanning across a plurality of corrugated portions of the slate roof, the scaffold base material A cushion body is provided which is integrally coupled to a lower portion of the slate, and whose lower surface includes corrugated portions corresponding to a plurality of corrugated portions of the slate roof.

請求項2の発明は、請求項1記載のスレート屋根上の足場板において、該クッション体が、下面に該スレート屋根の複数の波形状部に対応する波形状部が形成されたフォーム樹脂体からなることを特徴とする。   The invention according to claim 2 is the scaffold plate on the slate roof according to claim 1, wherein the cushion body is a foam resin body in which corrugated portions corresponding to a plurality of corrugated portions of the slate roof are formed on the lower surface. It is characterized by becoming.

請求項3の発明は、請求項2記載のスレート屋根上の足場板において、該フォーム樹脂体は、隣接する該波形状部を連通して、該スレート屋根の頂部に当接する連通部を備えることを特徴とする。   According to a third aspect of the present invention, in the scaffold plate on the slate roof according to the second aspect, the foam resin body includes a communicating portion that communicates with the adjacent corrugated portion and contacts the top of the slate roof. It is characterized by.

請求項4の発明は、請求項3記載のスレート屋根上の足場板において、該クッション体が屋根上に設置された際に、該フォーム樹脂体の該波形状部の圧縮代は、該連通部の圧縮代より大きくなるように形成されていることを特徴とする。   According to a fourth aspect of the present invention, in the scaffold plate on the slate roof according to the third aspect, when the cushion body is installed on the roof, the compression allowance of the corrugated portion of the foam resin body is the communication portion. It is characterized by being formed so as to be larger than the compression allowance.

請求項5の発明は、請求項1ないし4のいずれか1つに記載のスレート屋根上の足場板において、該足場母材は、上下が硬質板材からなり、間に補強材が介在されたサンドイッチ材からなることを特徴とする。   The invention according to claim 5 is the sandwich plate according to any one of claims 1 to 4, wherein the scaffold base material is made of a hard plate material at the top and bottom, and a reinforcing material is interposed therebetween. It consists of materials.

請求項6の発明は、請求項1ないし4のいずれか1つに記載のスレート屋根上の足場板において、該足場母材は、内部に空洞を有する断面ボックス形状のボックス材からなることを特徴とする。   A sixth aspect of the present invention is the scaffold plate on the slate roof according to any one of the first to fourth aspects, wherein the scaffold base material is a box material having a box-shaped cross section having a cavity inside. And

請求項7の発明は、請求項1ないし6のいずれか1つに記載のスレート屋根上の足場板において、該足場母材の上面に滑り留め機構が設けられていることを特徴とする。   A seventh aspect of the present invention is the scaffold plate on the slate roof according to any one of the first to sixth aspects, wherein a slip-fastening mechanism is provided on the upper surface of the scaffold base material.

請求項8の発明は、請求項2ないし7のいずれか1つに記載のスレート屋根上の足場板において、該フォーム樹脂体の該波形状部の頂部からの傾斜面に滑り留め機構が設けられていることを特徴とする。   The invention according to claim 8 is the scaffold plate on the slate roof according to any one of claims 2 to 7, wherein a slip-fastening mechanism is provided on an inclined surface from the top of the corrugated portion of the foam resin body. It is characterized by.

請求項1の発明によれば、足場板の下面がスレート屋根の波形状に沿って面接触するので、足場板上を移動する作業者の荷重をスレート屋根に分散して受けることができるので、スレート屋根が破損し難い。分散して荷重を受ける構成であるので、足場板を軽量なものとすることができ、しかも簡単に足場板をスレート屋根上に設置できる。   According to the invention of claim 1, since the lower surface of the scaffolding plate is in surface contact along the wave shape of the slate roof, the load of the worker moving on the scaffolding plate can be distributed and received on the slate roof. The slate roof is hard to break. Since it is the structure which receives a load in a distributed manner, the scaffolding plate can be made lightweight, and the scaffolding plate can be easily installed on the slate roof.

面接触であるので、足場板とスレート屋根との摩擦抵抗が大きくなり、足場板がスレート屋根から滑りにくく、安全性が向上できる。   Since it is surface contact, the frictional resistance between the scaffold board and the slate roof increases, and the scaffold board is less likely to slip from the slate roof, improving safety.

請求項2の発明によれば、足場板を軽量化できるとともに、足場板のフォーム樹脂体が圧縮されてスレート屋根の波形状部に接触するので、フォーム樹脂体の波形状部をスレート屋根の波形状部に確実に面接触させることができる。   According to the invention of claim 2, the weight of the scaffold plate can be reduced, and the foam resin body of the scaffold plate is compressed and comes into contact with the corrugated portion of the slate roof. It is possible to ensure surface contact with the shape portion.

請求項3の発明によれば、フォーム樹脂体がスレート屋根の頂部から底面部までに渡って面接触するので、作業員の荷重を分散して受ける点で優れ、且つスレート屋根表面を滑り難い点で優れる。   According to the invention of claim 3, since the foam resin body is in surface contact from the top part to the bottom part of the slate roof, it is excellent in that the load of the worker is distributed and received, and the surface of the slate roof is difficult to slide. Excellent.

請求項4の発明によれば、他の部分に比較してクッション体の頂部(即ち、スレート屋根の底面部)でクッショ体が大きく圧縮されるので、足場板で作業員の荷重を受けた際にクッション体のこの部分の強度を高く保持することができ、足場板の破損防止等の安全性を向上できる。   According to the invention of claim 4, since the cushion body is greatly compressed at the top of the cushion body (that is, the bottom surface portion of the slate roof) as compared with other portions, In addition, the strength of this portion of the cushion body can be kept high, and safety such as prevention of breakage of the scaffolding plate can be improved.

請求項5の発明によれば、足場板の足場母材を軽量化できる。   According to invention of Claim 5, the scaffold base material of a scaffold board can be reduced in weight.

請求項6の発明によれば、足場板の足場母材を軽量化できる。   According to invention of Claim 6, the scaffold base material of a scaffold board can be reduced in weight.

請求項7の発明によれば、足場板を踏み歩く作業員の滑りをより効果的に防止できる。   According to the seventh aspect of the present invention, it is possible to more effectively prevent the worker walking on the scaffolding board from slipping.

請求項8の発明によれば、足場板を踏み歩く作業員の滑りをさらにより効果的に防止できる。   According to the eighth aspect of the present invention, it is possible to more effectively prevent the worker walking on the scaffolding board from slipping.

(実施形態1)
図1ないし図4により、本発明の実施形態1を説明する。図1は、スレート屋根に足場板を2枚連続して施工した状態を示す屋根の部分斜視図である。図2はスレート屋根に足場板を施工した状態を示す断面図である。図3は足場板の平面図、図4はスレート屋根に足場板を施工する状態を説明する図である。スレート屋根1は、断面略コ字状の鉄製下地材からなる母屋6にロックボルト7によって固定されている。このスレート屋根1を塗装する場合として、足場板10がスレート屋根1に施工される状態を説明する。足場板10がロックボルト7、7間で、母屋6の上になるような位置で足場板10がスレート屋根1上に被せるように載せられる。図4に示すように、足場板20は鉄、アルミ、FRP等の高剛性材からなる板状足場母材20と、この足場母材20の下側に一体に設けられたクッション体23からなっている。クッション体23の下面はスレート屋根1の波形状に沿う形状に形成されている。
(Embodiment 1)
A first embodiment of the present invention will be described with reference to FIGS. FIG. 1 is a partial perspective view of a roof showing a state in which two scaffold boards are continuously constructed on a slate roof. FIG. 2 is a cross-sectional view showing a state in which a scaffold plate is constructed on a slate roof. FIG. 3 is a plan view of the scaffold board, and FIG. 4 is a diagram illustrating a state in which the scaffold board is constructed on the slate roof. The slate roof 1 is fixed by a lock bolt 7 to a purlin 6 made of an iron base material having a substantially U-shaped cross section. As a case where the slate roof 1 is painted, a state where the scaffold board 10 is constructed on the slate roof 1 will be described. The scaffold board 10 is placed on the slate roof 1 at a position where the scaffold board 10 is between the lock bolts 7 and 7 and on the purlin 6. As shown in FIG. 4, the scaffold plate 20 is composed of a plate-like scaffold base material 20 made of a highly rigid material such as iron, aluminum, FRP, and a cushion body 23 provided integrally on the lower side of the scaffold base material 20. ing. The lower surface of the cushion body 23 is formed in a shape along the wave shape of the slate roof 1.

従って、スレート屋根1に足場板10を載せた際には、足場板10の頂部26、傾斜面25及び連通部27が、それぞれスレート屋根1の底面部4、傾斜面5及び頂部3に接触するようになる。足場板10にかかる荷重が、これらの接触面を通して分散されてスレート屋根に伝わることとなるので、スレート屋根1を部分的に損傷する可能性が少なく、耐久性に優れたものとなる。なお、クッション体23は、エチレン系樹脂を発泡したフォーム樹脂からなり、重量をできるだけ軽くしている。それとともに、スレート屋根1に載せられた際に少し圧縮されるように形成されているので、スレート屋根1の僅かな形状変化にも追従でき、確実に面接触するようになっている。特に、図2に示すように、スレート屋根1は所定の大きさからなり、上下左右で隣接するスレート屋根1と重ねられているが、クッション体23は、この段差を吸収する弾力性を備えている。   Accordingly, when the scaffold board 10 is placed on the slate roof 1, the top part 26, the inclined surface 25 and the communication part 27 of the scaffold board 10 come into contact with the bottom surface part 4, the inclined surface 5 and the top part 3 of the slate roof 1, respectively. It becomes like this. Since the load applied to the scaffolding plate 10 is distributed through these contact surfaces and transmitted to the slate roof, there is little possibility that the slate roof 1 is partially damaged, and the durability is excellent. The cushion body 23 is made of a foam resin obtained by foaming an ethylene resin, and the weight is made as light as possible. At the same time, since it is formed to be slightly compressed when placed on the slate roof 1, it can follow a slight shape change of the slate roof 1 and surely comes into surface contact. In particular, as shown in FIG. 2, the slate roof 1 has a predetermined size and is overlapped with the adjacent slate roof 1 vertically and horizontally, but the cushion body 23 has elasticity to absorb this step. Yes.

また、足場板20の板状足場母材20の表面は、図3に示すように、滑り留め機構として筋状の凹凸部21が形成されている。   Further, as shown in FIG. 3, the surface of the plate-like scaffold base material 20 of the scaffold board 20 is formed with streak-like uneven portions 21 as a slip-fastening mechanism.

(実施形態2)
図5により、本発明の実施形態2を説明する。実施形態2では、実施形態1と異なる箇所のみ説明し、それ以外は省略する。実施形態2において実施形態1と異なるのは、図5に示すように、足場板110のクッション体123の形状である。クッション体123は、スレート屋根1の波形状に略沿う形状であるが、クッション体123の頂部126とスレート屋根1の底面部104との間隔h2が、クッション体123の連通部127とスレート屋根1の頂部103との間隔h1より小さい間隔になるように、クッション体123の形状が形成されている。なお、120は板状足場母材を示す。
(Embodiment 2)
A second embodiment of the present invention will be described with reference to FIG. In the second embodiment, only portions different from the first embodiment will be described, and the rest will be omitted. The second embodiment differs from the first embodiment in the shape of the cushion body 123 of the scaffolding plate 110 as shown in FIG. The cushion body 123 has a shape that substantially conforms to the wave shape of the slate roof 1, but the distance h <b> 2 between the top portion 126 of the cushion body 123 and the bottom surface portion 104 of the slate roof 1 is the communication portion 127 of the cushion body 123 and the slate roof 1. The shape of the cushion body 123 is formed so as to be smaller than the distance h <b> 1 with the top portion 103. Reference numeral 120 denotes a plate-like scaffold base material.

この形状により、足場板120がスレート屋根1の上に載せられた際には、クッション体123の頂部126の部分が連通部127よりも強く圧縮され、強度アップとなる。特に、作業員の荷重が足場板似かかった際には、上記傾向が強くなる。従って、足場板としての強度が強く出るので、耐荷重性が増加する。   With this shape, when the scaffolding plate 120 is placed on the slate roof 1, the portion of the top portion 126 of the cushion body 123 is compressed more strongly than the communication portion 127 and the strength is increased. In particular, when the worker's load is similar to the scaffolding board, the above tendency becomes stronger. Accordingly, the strength as a scaffold plate is increased, and the load resistance is increased.

(実施形態3)
図6により、本発明の実施形態3を説明する。実施形態3では、実施形態1と異なる箇所のみ説明し、それ以外は省略する。実施形態3において実施形態1と異なるのは、図6に示すように、足場板210のクッション体223の形状である。クッション体223の傾斜面225に、高摩擦係数の樹脂材を滑り留め機構28として形成したものである。滑り留め機構28はクッション体223に貼り合わせてもよく、一体に成形しても良い。また、摩擦抵抗を増加する為に、部分的に凹凸形状を形成するようにしても良い。なお、220は板状足場母材を示す。
(Embodiment 3)
A third embodiment of the present invention will be described with reference to FIG. In the third embodiment, only portions different from those in the first embodiment will be described, and the rest will be omitted. The third embodiment is different from the first embodiment in the shape of the cushion body 223 of the scaffolding plate 210 as shown in FIG. A resin material having a high friction coefficient is formed on the inclined surface 225 of the cushion body 223 as the anti-slip mechanism 28. The anti-slip mechanism 28 may be bonded to the cushion body 223 or may be integrally formed. Further, in order to increase the frictional resistance, an uneven shape may be partially formed. Reference numeral 220 denotes a plate-like scaffold base material.

(実施形態4)
図7により、本発明の実施形態4を説明する。実施形態4では、実施形態1と異なる箇所のみ説明し、それ以外は省略する。実施形態4において実施形態1と異なるのは、図7に示すように、足場板310に、母屋6にスレート屋根1を固定するロックボルト7に相当する部分に窪み311を設けている。このことによって、図1において、足場板310がスレート屋根1からズレ落ちることを防止できるようになっている。また、足場板310を設置する際の目安としても機能するので、作業しやすい。
(Embodiment 4)
Embodiment 4 of the present invention will be described with reference to FIG. In the fourth embodiment, only portions different from the first embodiment will be described, and the rest will be omitted. As shown in FIG. 7, the fourth embodiment is different from the first embodiment in that the scaffold plate 310 is provided with a recess 311 in a portion corresponding to the lock bolt 7 that fixes the slate roof 1 to the purlin 6. This prevents the scaffold plate 310 from slipping off the slate roof 1 in FIG. Moreover, since it functions also as a standard at the time of installing the scaffold board 310, it is easy to work.

(実施形態5)
図8により、本発明の実施形態5を説明する。実施形態5では、実施形態1と異なる箇所のみ説明し、それ以外は省略する。実施形態5において実施形態1と異なるのは、図8に示すように、足場板の足場母材がサンドイッチ材30からなることである。サンドイッチ材30は、鉄板、アルミ板、FRP等からなる2つの硬質板材31とこの硬質板材31に挟まれるハニカム構造の補強材32からなる。この構成とすることによって、足場母材を軽量化できる。
(Embodiment 5)
Embodiment 5 of the present invention will be described with reference to FIG. In the fifth embodiment, only portions different from those in the first embodiment will be described, and the rest will be omitted. The fifth embodiment differs from the first embodiment in that the scaffold base material of the scaffold plate is made of a sandwich material 30 as shown in FIG. The sandwich material 30 includes two hard plate materials 31 made of an iron plate, an aluminum plate, FRP, and the like, and a honeycomb structure reinforcing material 32 sandwiched between the hard plate materials 31. By setting it as this structure, a scaffold base material can be reduced in weight.

(実施形態6)
図9及び図10により、本発明の実施形態6を説明する。実施形態6では、実施形態5の異なる例を示す。実施形態6では、サンドイッチ材30でなくボックス材40として、サンドイッチ材30の硬質板材31の端部が露出しない形状とし、持ち運び等において、作業員が損傷する可能性を少なくしている。なお、内部は空洞41としているが、波板材を補強フレーム42として設けている。なお、補強フレーム42の代わりに、図8のようなハニカム状の補強材32を設けるようにしても良い。この構成とすることによって、足場母材を軽量化できる。
(Embodiment 6)
A sixth embodiment of the present invention will be described with reference to FIGS. 9 and 10. The sixth embodiment shows a different example of the fifth embodiment. In the sixth embodiment, the box material 40 is used instead of the sandwich material 30 so that the end of the hard plate 31 of the sandwich material 30 is not exposed, so that the possibility of damage to workers during carrying and the like is reduced. Although the inside is a cavity 41, a corrugated sheet material is provided as a reinforcing frame 42. Instead of the reinforcing frame 42, a honeycomb-shaped reinforcing material 32 as shown in FIG. 8 may be provided. By setting it as this structure, a scaffold base material can be reduced in weight.

(実施形態7)
図11により、本発明の実施形態7を説明する。実施形態7では、実施形態1と異なる箇所のみ説明し、それ以外は省略する。実施形態7において実施形態1と異なるのは、足場板410の形状である。実施形態1では、足場板20は、スレート屋根1の流れ方向(波形状と直交する方向)に縦長のクッション体23を2つ有する、縦長の機状であったが、この実施形態7の足場板410は、クッション体423がスレート屋根1の波形状の方向に多数形成された横長形状である。この実施形態7でも、実施形態1と同様に、クッション体423がスレート屋根1に面接触するので、荷重を分散して受けることができる。
(Embodiment 7)
Embodiment 7 of the present invention will be described with reference to FIG. In the seventh embodiment, only portions different from the first embodiment will be described, and the rest will be omitted. The seventh embodiment is different from the first embodiment in the shape of the scaffold plate 410. In the first embodiment, the scaffold plate 20 has a vertically long machine shape having two vertically long cushion bodies 23 in the flow direction of the slate roof 1 (direction orthogonal to the wave shape). The plate 410 has a horizontally long shape in which a large number of cushion bodies 423 are formed in the wave shape direction of the slate roof 1. Also in the seventh embodiment, similarly to the first embodiment, the cushion body 423 comes into surface contact with the slate roof 1, so that the load can be distributed and received.

なお、実施形態1〜7は、別々の構成として説明したが、これらの実施形態の構成を組み合わせて使用するようにしても良い。   In addition, although Embodiment 1-7 was demonstrated as a separate structure, you may make it use combining the structure of these embodiment.

以上説明したように、本発明に係るスレート屋根上の足場板は、例えば、工場、倉庫、駅のプラットホームの上家等の屋根上で各種作業をする場合に適している。   As described above, the scaffold board on the slate roof according to the present invention is suitable for various works on the roof of a factory, a warehouse, an upper house of a station platform, or the like.

本発明の実施形態1にかかわり、スレート屋根に足場板を2枚連続して施工した状態を示す屋根の部分斜視図である。It is a partial perspective view of the roof which shows the state which concerns on Embodiment 1 of this invention and constructed | assembled two scaffold boards continuously on the slate roof. 実施形態1において、スレート屋根に足場板を施工した状態を示す断面図である。In Embodiment 1, it is sectional drawing which shows the state which constructed the scaffold board in the slate roof. 実施形態1において、足場板の平面図である。In Embodiment 1, it is a top view of a scaffold board. 実施形態1において、スレート屋根に足場板を施工する状態を説明する図である。In Embodiment 1, it is a figure explaining the state which constructs a scaffold board to a slate roof. 本発明の実施形態2に係り、図4と同様な図を示す。The same figure as FIG. 4 is related to Embodiment 2 of this invention. 本発明の実施形態3に係り、図4と同様な図を示す。The same figure as FIG. 4 is related to Embodiment 3 of this invention. 本発明の実施形態4に係り、足場板の平面図を示す。The top view of a scaffold board is related with Embodiment 4 of this invention. 本発明の実施形態5に係り、足場母材の断面図を示す。Sectional drawing of scaffold base material concerning Embodiment 5 of this invention is shown. 本発明の実施形態6に係り、足場母材の断面図を示す。Sectional drawing of scaffold base material is related with Embodiment 6 of this invention. 本発明の実施形態6に係り、図9のA−A断面図を示す。FIG. 9 is a cross-sectional view taken along line AA of FIG. 9 according to the sixth embodiment of the present invention. 本発明の実施形態7に係り、図1と同様な図を示す。The same figure as FIG. 1 is related with Embodiment 7 of this invention.

符号の説明Explanation of symbols

1 スレート屋根
2 波形状部
6 母屋
7 ロックボルト
10 足場板
20 板状足場母材
23 クッション体
24 波形状部
27 連通部
DESCRIPTION OF SYMBOLS 1 Slate roof 2 Wave shape part 6 Purlin 7 Rock bolt 10 Scaffold board 20 Plate-like scaffold base material 23 Cushion body 24 Wave shape part 27 Communication part

Claims (8)

スレート屋根上の足場板であって、スレート屋根の複数の波形状部に跨って渡される大きさの板状足場母材を備え、該足場母材の下部に一体に結合され、下面がスレート屋根の複数の波形状部に対応する波形状部を備えるクッション体を備えることを特徴とするスレート屋根上の足場板。   A scaffold plate on a slate roof, comprising a plate-like scaffold base material having a size that extends across a plurality of corrugated portions of the slate roof, and is integrally coupled to a lower portion of the scaffold base material, and a lower surface is a slate roof A scaffold plate on a slate roof, comprising a cushion body provided with corrugated portions corresponding to the plurality of corrugated portions. 請求項1記載のスレート屋根上の足場板において、該クッション体が、下面に該スレート屋根の複数の波形状部に対応する波形状部が形成されたフォーム樹脂体からなることを特徴とするスレート屋根上の足場板。   2. The scaffold plate on a slate roof according to claim 1, wherein the cushion body is made of a foam resin body having a corrugated portion corresponding to a plurality of corrugated portions of the slate roof formed on a lower surface. Scaffolding board on the roof. 請求項2記載のスレート屋根上の足場板において、該フォーム樹脂体は、隣接する該波形状部を連通して、該スレート屋根の頂部に当接する連通部を備えることを特徴とするスレート屋根上の足場板。   The scaffold plate on a slate roof according to claim 2, wherein the foam resin body includes a communication portion that communicates with the adjacent corrugated portion and abuts on a top portion of the slate roof. Scaffolding board. 請求項3記載のスレート屋根上の足場板において、該クッション体が屋根上に設置された際に、該フォーム樹脂体の該波形状部の圧縮代は、該連通部の圧縮代より大きくなるように形成されていることを特徴とするスレート屋根上の足場板。   The scaffold plate on the slate roof according to claim 3, wherein when the cushion body is installed on the roof, the compression margin of the corrugated portion of the foam resin body is larger than the compression margin of the communicating portion. Scaffolding board on a slate roof, characterized in that it is formed. 請求項1ないし4のいずれか1つに記載のスレート屋根上の足場板において、該足場母材は、上下が硬質板材からなり、間に補強材が介在されたサンドイッチ材からなることを特徴とするスレート屋根上の足場板。   The scaffold board on the slate roof according to any one of claims 1 to 4, wherein the scaffold base material is made of a sandwich material in which upper and lower are made of a hard board material and a reinforcing material is interposed therebetween. Scaffolding board on the slate roof. 請求項1ないし4のいずれか1つに記載のスレート屋根上の足場板において、該足場母材は、内部に空洞を有する断面ボックス形状の板材からなることを特徴とするスレート屋根上の足場板。   The scaffold board on a slate roof according to any one of claims 1 to 4, wherein the scaffold base material is made of a board material having a cross-sectional box shape having a cavity inside. . 請求項1ないし6のいずれか1つに記載のスレート屋根上の足場板において、該足場母材の上面に滑り留め機構が設けられていることを特徴とするスレート屋根上の足場板。   The scaffold board on a slate roof according to any one of claims 1 to 6, wherein a slip-fastening mechanism is provided on an upper surface of the scaffold base material. 請求項2ないし7のいずれか1つに記載のスレート屋根上の足場板において、該フォーム樹脂体の該波形状部の頂部からの傾斜面に滑り留め機構が設けられていることを特徴とするスレート屋根上の足場板。   The scaffold plate on a slate roof according to any one of claims 2 to 7, wherein a slip-fastening mechanism is provided on an inclined surface from the top of the corrugated portion of the foam resin body. Scaffolding board on slate roof.
JP2006067309A 2006-03-13 2006-03-13 Scaffolding board on slate roof Active JP4147250B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010209590A (en) * 2009-03-10 2010-09-24 Kashiwabara Corporation:Kk Scaffold board for slate roof
US8675665B2 (en) 2007-09-14 2014-03-18 Nec Corporation Clock synchronization system, its method and program
JP2018021365A (en) * 2016-08-03 2018-02-08 日鉄住金鋼板株式会社 Scaffold support member and scaffold structure on folded-plate roof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6400657B2 (en) * 2016-11-17 2018-10-03 株式会社豊裕工業 Slate roof scaffolding member, scaffold member installation method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8675665B2 (en) 2007-09-14 2014-03-18 Nec Corporation Clock synchronization system, its method and program
JP2010209590A (en) * 2009-03-10 2010-09-24 Kashiwabara Corporation:Kk Scaffold board for slate roof
JP2018021365A (en) * 2016-08-03 2018-02-08 日鉄住金鋼板株式会社 Scaffold support member and scaffold structure on folded-plate roof

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