JP2018066211A - Safety equipment for folded-plate roof - Google Patents

Safety equipment for folded-plate roof Download PDF

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JP2018066211A
JP2018066211A JP2016206121A JP2016206121A JP2018066211A JP 2018066211 A JP2018066211 A JP 2018066211A JP 2016206121 A JP2016206121 A JP 2016206121A JP 2016206121 A JP2016206121 A JP 2016206121A JP 2018066211 A JP2018066211 A JP 2018066211A
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folded
plate roof
safety equipment
absorbing member
roof
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JP6829045B2 (en
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智和 梅村
Tomokazu Umemura
智和 梅村
祐樹 城一
Yuki Joichi
祐樹 城一
航一 高柳
Koichi Takayanagi
航一 高柳
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Takayanagi Bankin Co Ltd
Shimizu Construction Co Ltd
Shimizu Corp
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Takayanagi Bankin Co Ltd
Shimizu Construction Co Ltd
Shimizu Corp
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Abstract

PROBLEM TO BE SOLVED: To provide effective and appropriate safety equipment to be installed on a roof surface of a folded-plate roof, and safety equipment for a folded plate roof which is excellent in fall preventing performance especially for preventing crash or falling.SOLUTION: Safety equipment A installed on a roof surface of a folded-plate roof 1 comprises at least one pair of struts 2 arranged at a predetermined interval on the folded-plate roof 1, and a main rope 9 to be bridged between the upper end parts of the struts 2. The strut 2 includes three or more legs 3 having the same shape and the same size, and the upper end parts of the plurality of legs 3 are connected to each other so as to be relatively rotatable and divisible. Also, an impact absorbing member 11 is interposed between the upper end part of the strut 2 and the main rope 9, and the strut 2 and the main rope 9 are connected via the impact absorbing member 11.SELECTED DRAWING: Figure 1

Description

本発明は、折板屋根の屋根面で各種作業を実施する際に用いる安全設備に関する。   The present invention relates to a safety facility used when various operations are performed on a roof surface of a folded plate roof.

従来、折板屋根の屋根面で作業を行う際に、墜落防止や落下養生のための安全設備を軒先近傍位置に設置するようにしており、この種の安全設備としては、特許文献1、特許文献2に記載のものが知られている。   Conventionally, when performing work on the roof surface of a folded-plate roof, safety equipment for preventing fall and for curing the fall is installed in the vicinity of the eaves. As this kind of safety equipment, Patent Document 1, Patent The thing of literature 2 is known.

これら特許文献1や特許文献2の折板屋根用の安全設備は、折板屋根の屋根面に支柱を自立状態で立設し、支柱を二方向から控え支柱あるいは斜めサポートによって支持して転倒を防止するようにし、隣り合う一対の支柱間に親綱(ロープ)を架設して構成されている。   These safety devices for folded-plate roofs in Patent Document 1 and Patent Document 2 have a support stand standing on the roof surface of the folded-plate roof in a self-supporting state, and the support is supported by a support post or an oblique support from two directions, so In order to prevent this, a master rope (rope) is constructed between a pair of adjacent struts.

一方、特許文献1や特許文献2の折板屋根用の安全設備においては、支柱の他に控え支柱や斜めサポートを用いるため、全体として部品点数が多く、コスト高となる上、設置や撤去のための作業が煩雑であったり、見栄えがあまりよくないなどの問題があった。   On the other hand, in the safety equipment for folded-plate roofs of Patent Document 1 and Patent Document 2, since the support column and the diagonal support are used in addition to the column, the number of parts is large as a whole, and the cost is high. For this reason, there are problems such as complicated work and poor appearance.

これに対し、本願の出願人は、同一形状かつ同一寸法の一組三本の脚体を三脚状に組み合わせ、これら三本の脚体の上端部同士を相対回転可能かつ分解可能な状態で連結して支柱を構成し、少なくとも一対二台の支柱を間隔をおいて配置するとともに脚体の下端部をそれぞれ折板屋根に固定金具を介して取り外し可能に連結して配置し、これら支柱の上端部相互間に親綱を架設してなる折板屋根用の安全設備を発明し、既に特許出願を行っている(特許文献3、特許文献4参照)。   On the other hand, the applicant of the present application combines a set of three legs of the same shape and the same size in a tripod shape, and connects the upper ends of these three legs in a state that allows relative rotation and disassembly. The struts are arranged, and at least one pair of struts are arranged at intervals, and the lower ends of the legs are detachably connected to the folded plate roof via fixing brackets, and the upper ends of these struts are arranged. We have invented a safety device for folded plate roofs constructed by laying a master rope between the parts, and have already filed patent applications (see Patent Documents 3 and 4).

そして、この折板屋根用の安全設備においては、折板屋根の屋根面に容易に設置可能かつ容易に撤去可能であり、極めて簡易かつ安価な設備でありながら屋根面で各種作業を行う際の作業安全性を確保することができる。   And in this safety equipment for folded-plate roof, it can be easily installed on the roof surface of the folded-plate roof and can be easily removed, and when performing various operations on the roof surface, it is an extremely simple and inexpensive facility. Work safety can be ensured.

実開平1−119743号公報Japanese Utility Model Publication 1-19-1743. 特開2009−228209号公報JP 2009-228209 A 特開2015−151710号公報JP, 2015-151710, A 特開2014−198989号公報JP 2014-198989 A

一方、上記の本願の出願人による折板屋根用の安全設備において、さらなる墜落防止や落下養生に対する性能の向上を図ることが望まれる場合もあり、特に墜落や落下を防止する際の衝撃緩和性能(落下阻止性能)を向上させることが望まれていた。   On the other hand, in the safety equipment for folded plate roofs by the applicant of the present application, it may be desired to further improve the performance against crashing and fall curing, and in particular, impact mitigation performance when preventing crashing and falling. It has been desired to improve (fall prevention performance).

上記事情に鑑み、本発明は、折板屋根の屋根面に設置するための有効適切な安全設備、特に墜落や落下を防止する際の落下阻止性能に優れた折板屋根用の安全設備を提供することを目的とする。   In view of the above circumstances, the present invention provides a safety equipment for a folded-plate roof that is effective and suitable for installation on the roof surface of a folded-plate roof, and in particular has excellent fall-preventing performance when preventing falling or falling. The purpose is to do.

本発明の折板屋根用の安全設備は、折板屋根の屋根面に設置される安全設備であって、折板屋根上に所定の間隔をあけて配置される少なくとも一対二台の支柱と、前記支柱の上端部相互間に架設される親綱とを備え、前記支柱が、同一形状かつ同一寸法の三本以上の複数の脚体を備え、前記複数の脚体の上端部同士を相対回転可能に且つ分割可能に連結して構成され、且つ、前記支柱の上端部と前記親綱の間に衝撃吸収部材が介設され、前記衝撃吸収部材を介して前記支柱と前記親綱を接続するように構成されていることを特徴とする折板屋根用の安全設備。   The safety equipment for the folded-plate roof of the present invention is a safety equipment installed on the roof surface of the folded-plate roof, and at least one pair of struts arranged at a predetermined interval on the folded-plate roof, A main rope erected between the upper ends of the support columns, the support column having three or more legs having the same shape and the same dimensions, and rotating the upper ends of the plurality of legs relative to each other. The shock absorbing member is interposed between the upper end portion of the support column and the master rope, and the support column and the master rope are connected via the shock absorbing member. Safety equipment for folded-plate roofs, characterized in that

また、本発明の折板屋根用の安全設備においては、前記衝撃吸収部材が、複数の屈曲部を備えて段状に形成された金具であることが望ましい。   Moreover, in the safety equipment for folded-plate roofs of this invention, it is desirable that the said impact-absorbing member is a metal fitting formed in the step shape provided with the some bending part.

本発明の折板屋根用の安全設備においては、折板屋根に支柱を強固に接合し、墜落や落下を防止する際の衝撃を受け止める従来の考え方に対し、衝撃吸収部材を介して支柱に親綱を接続するようにしたことで、作業者が折板屋根から落下した際に、親綱と支柱の間に衝撃吸収部材が設けられていることによって支柱に作用する衝撃力を衝撃吸収部材で吸収・分散することができる。   In the safety equipment for folded plate roofs of the present invention, the struts are firmly joined to the props via the shock absorbing member, compared to the conventional idea of firmly joining the props to the folded plate roofs and receiving the impact when preventing falling or falling. By connecting the rope, when the operator falls from the folded roof, the impact absorbing member is provided between the master rope and the pillar, so that the impact force acting on the pillar can be reduced with the shock absorbing member. Can be absorbed and dispersed.

これにより、従来のように支柱と折板屋根を強固に接合した場合には衝撃によってこの接合部分に集中荷重が作用し、破断・折損などが生じてしまうことも考えられるが、本発明においては、墜落や落下を防止する際の衝撃を衝撃吸収部材で吸収・分散するため、支柱と折板屋根の接合部分に破断・折損などが生じることがなく、確実且つ効果的に脱落や落下を防止することが可能になる。よって、優れた衝撃緩和性能を付与し、信頼性の高い折板屋根用の安全設備を提供することが可能になる。   As a result, when the strut and the folded plate roof are firmly joined as in the prior art, a concentrated load may act on the joined portion due to impact, and breakage or breakage may occur, but in the present invention The impact absorbing member absorbs and disperses the impact when preventing a fall or fall, so there is no breakage or breakage at the joint between the support column and the folded plate roof, preventing falling off or dropping reliably and effectively. It becomes possible to do. Therefore, it is possible to provide excellent safety equipment for folded plate roofs with excellent impact mitigation performance and high reliability.

本発明の一実施形態に係る折板屋根用の安全設備を示す図であり、(a)は設置状態を示す全体図、(b)は部分正面図である。It is a figure which shows the safety equipment for folded-plate roof which concerns on one Embodiment of this invention, (a) is a general view which shows an installation state, (b) is a partial front view. 本発明の一実施形態に係る折板屋根用の安全設備の支柱を示す図であり、(a)は正面図、(b)は上面図、(c)は(b)の上面図に対応した正面図(側面図)である。It is a figure which shows the support | pillar of the safety equipment for folded-plate roof which concerns on one Embodiment of this invention, (a) is a front view, (b) is a top view, (c) respond | corresponded to the top view of (b). It is a front view (side view). 本発明の一実施形態に係る折板屋根用の安全設備の支柱、固定金具を示す図、及び支柱を折板屋根に設置した状態を示す図であり、(a)は脚体の下部連結片を固定金具を用いて折板屋根のハゼ部に接続した状態を示す上方からの斜視図、(b)は折板屋根のハゼ部の延設方向に沿う方向の正面図、(c)は折板屋根のハゼ部の延設方向に直交する方向の側面図である。It is a figure which shows the support | pillar of the safety equipment for folded-plate roof which concerns on one Embodiment of this invention, a fixing metal fitting, and the state which installed the support | pillar in the folded-plate roof, (a) is the lower connection piece of a leg Is a perspective view from above showing a state in which the metal plate is connected to the goby portion of the folded plate roof using a fixing bracket, (b) is a front view in a direction along the extending direction of the gouge portion of the folded plate roof, and (c) is a folded view. It is a side view of the direction orthogonal to the extending direction of the goby part of a plate roof. 本発明の一実施形態に係る折板屋根用の安全設備の衝撃吸収部材を示す図であり、(a)は斜視図、(b)は正面図である。It is a figure which shows the impact-absorbing member of the safety equipment for folded-plate roof which concerns on one Embodiment of this invention, (a) is a perspective view, (b) is a front view. 本発明の一実施形態に係る折板屋根用の安全設備の衝撃吸収部材の衝撃を吸収して塑性変形した状態を示す図であり、(a)は変形率27.7%で変形した状態 (全開に延びた状態の変形量90mmに対し25mm延びた状態)、(b)は変形率91.1%で変形した状態 (全開に延びた状態の変形量90mmに対し82mm延びた状態)を示す図である。It is a figure which shows the state which absorbed the impact of the impact-absorbing member of the safety equipment for folded-plate roof which concerns on one Embodiment of this invention, and deformed plastically, (a) is the state deform | transformed with the deformation ratio of 27.7%. (B) shows a state in which the deformation amount is 90 mm in the fully extended state and (b) shows a state in which the deformation rate is 91.1% (a state in which the deformation amount is 90 mm in the fully extended state). FIG. 本発明の一実施形態に係る折板屋根用の安全設備によって、落下した作業者の安全を確保する状況を示す図である。It is a figure which shows the condition which ensures the safety | security of the operator who fell by the safety equipment for folded-plate roof which concerns on one Embodiment of this invention. 実証実験において、軒先側に設置した折板屋根用の安全設備を示す図であり、(a)が正面図、(b)が平面図、(c)が側面図である。In a verification experiment, it is a figure which shows the safety equipment for the folded-plate roof installed in the eaves side, (a) is a front view, (b) is a top view, (c) is a side view. 実証実験において、ケラバ側に設置した折板屋根用の安全設備を示す図であり、(a)が正面図、(b)が平面図、(c)が側面図である。In a verification experiment, it is a figure which shows the safety equipment for folded-plate roof installed in the keraba side, (a) is a front view, (b) is a top view, (c) is a side view. 実証実験で用いた他の形態の衝撃吸収部材を示す図である。It is a figure which shows the impact-absorbing member of the other form used in verification experiment.

以下、図1から図9を参照し、本発明の一実施形態に係る折板屋根用の安全設備について説明する。   Hereinafter, with reference to FIGS. 1-9, the safety equipment for folded-plate roof which concerns on one Embodiment of this invention is demonstrated.

ここで、本実施形態の安全設備(折板屋根用の安全設備)Aは、折板屋根1の屋根面で各種作業を実施する際に墜落防止や落下養生の対策として軒先近傍位置などに設置されるものであり、図1に示すように、一対二台の支柱2を適宜間隔をあけて設置し、これら支柱2の互いの上端部間に親綱9を架設して構成されている。なお、親綱9としては、ステンレス製やナイロン製のワイヤーロープを用いることが、耐力性能、耐久性能等の観点から望ましい。特にステンレス製のワイヤーロープは剛性が高く、耐力性能とともに耐久性能に優れる。   Here, the safety equipment (safety equipment for the folded-plate roof) A of the present embodiment is installed at a position near the eaves as a measure for preventing the fall and the curing of the fall when performing various operations on the roof surface of the folded-plate roof 1. As shown in FIG. 1, the two struts 2 are installed with an appropriate interval between them, and the master rope 9 is constructed between the upper ends of the struts 2. In addition, as the master rope 9, it is desirable to use a wire rope made of stainless steel or nylon from the viewpoints of proof stress performance, durability performance, and the like. In particular, a stainless steel wire rope has high rigidity and excellent durability performance as well as strength performance.

具体的に、本実施形態の安全設備Aは、図1、図2に示すように、支柱2が同一形状且つ同一寸法の一組三本の脚体3の上端部同士を相対回転可能に且つ分解可能に連結し、三脚状に組み合わせて構成されている。   Specifically, as shown in FIG. 1 and FIG. 2, the safety equipment A of the present embodiment is configured so that the upper ends of the three legs 3 having the same shape and the same size can be relatively rotated. They are connected in a releasable manner and combined in a tripod shape.

また、本実施形態の安全設備Aは、図1、図2、図3に示すように、支柱2に加え、この支柱2の脚体3を折板屋根1に連結するための固定金具8と、安全設備A(支柱2)に加わった衝撃力(荷重)を吸収・分散し、支柱2ひいては折板屋根1に伝わる外力を緩和させる衝撃吸収部材11とを備えている。   Further, as shown in FIGS. 1, 2, and 3, the safety equipment A of the present embodiment includes a fixing bracket 8 for connecting the leg 3 of the support 2 to the folded plate roof 1 in addition to the support 2. The shock absorbing member 11 absorbs and disperses the impact force (load) applied to the safety equipment A (the support column 2), and relaxes the external force transmitted to the support plate 2 and the folded plate roof 1.

本実施形態では、折板屋根1(本実施形態では折板屋根1のハゼ部1a)に固定金具8を取り外し可能に連結し、この固定金具8に脚体3の下端部を連結する。これにより、複数の脚体3により構成される三脚の支柱2が折板屋根1上に設置されている。   In the present embodiment, the fixing bracket 8 is detachably connected to the folded plate roof 1 (in this embodiment, the goby portion 1 a of the folded plate roof 1), and the lower end portion of the leg 3 is connected to the fixing bracket 8. Thus, a tripod support 2 constituted by a plurality of legs 3 is installed on the folded plate roof 1.

また、本実施形態の支柱2は、脚体3が金属製の帯板(たとえば厚さ1mm以上、好ましくは厚さ1.2mm、2.3mmの鋼板(亜鉛メッキ鋼板、ガルバリウム鋼板(登録商標)など)が好適に採用可能である)を素材として形成されている。さらに、脚体3は、その上端部が上部連結片3b、下端部が下部連結片3c、上部連結片3bと下部連結片3cとの間が本体部3aとされている。   Further, in the support column 2 of this embodiment, the leg 3 is a metal strip (for example, a steel plate having a thickness of 1 mm or more, preferably 1.2 mm or 2.3 mm (galvanized steel plate, Galvalume steel plate (registered trademark)). Etc.) can be suitably employed). Further, the leg 3 has an upper connecting piece 3b at the upper end, a lower connecting piece 3c at the lower end, and a main body 3a between the upper connecting piece 3b and the lower connecting piece 3c.

上部連結片3bは、連結金具7を挿通するための上部連結孔4が貫通形成されている。そして、複数の脚体3は、互いの上部連結片を重ね合わせ、連通した上部連結孔4に連結金具7を挿通することで、相対回転可能に且つ分解可能に連結される。
下部連結片3cは、固定金具に連結するための下部連結孔5が貫通形成されている。
The upper connection piece 3b is formed with an upper connection hole 4 through which the connection fitting 7 is inserted. The plurality of legs 3 are connected to each other so as to be relatively rotatable and dismountable by overlapping the upper connecting pieces with each other and inserting the connecting metal fitting 7 into the upper connecting hole 4 that is communicated.
The lower connecting piece 3c is formed with a lower connecting hole 5 for connecting to the fixing bracket.

さらに、上部連結片3b及び下部連結片3cはそれぞれ、3本の脚体3を三脚状に組み合わせて折板屋根1の屋根面に設置した状態で、その板面を上下方向に向けて水平に配されるように形成されている。すなわち、上部連結片3bと下部連結片3cはそれぞれ、本体部3aに対して互いに逆側に同一角度をもって傾斜するように形成され、本体部3aが鉛直面に対して所定の角度で斜設された状態で水平に配されるように形成されている。   Further, each of the upper connecting piece 3b and the lower connecting piece 3c is set horizontally on the plate surface in the vertical direction with the three legs 3 combined in a tripod shape and installed on the roof surface of the folded plate roof 1. It is formed to be arranged. That is, the upper connecting piece 3b and the lower connecting piece 3c are formed so as to be inclined at the same angle on the opposite sides with respect to the main body portion 3a, and the main body portion 3a is inclined at a predetermined angle with respect to the vertical plane. It is formed so that it may be arranged horizontally in the state.

さらに、本実施形態の脚体3は、上部連結片3bと下部連結片3cの間の本体部3aに、帯板の本体部3aの両側縁部をそれぞれ表面側に折り起こすようにして補剛リブ6が形成されている。   Further, the leg body 3 of the present embodiment is stiffened by folding both side edges of the main body portion 3a of the band plate to the surface side in the main body portion 3a between the upper connecting piece 3b and the lower connecting piece 3c. Ribs 6 are formed.

なお、脚体3における本体部3aに対する上部連結片3bと下部連結片3cの傾斜角度は、脚体3により構成される三脚としての支柱2を屋根面に設置した際に上部連結片3b及び下部連結片3cがいずれも水平状態となるように適宜設定すればよく、この傾斜角度は特に限定されないが例えば120°程度とすることが好ましい。   The inclination angle of the upper connecting piece 3b and the lower connecting piece 3c with respect to the main body 3a in the leg 3 is such that when the column 2 as a tripod constituted by the leg 3 is installed on the roof surface, the upper connecting piece 3b and the lower connecting piece 3b What is necessary is just to set suitably so that all the connection pieces 3c may become a horizontal state, and although this inclination angle is not specifically limited, For example, it is preferable to set it as about 120 degrees.

本体部3aおよび下部連結片3cに対して補剛リブ6を形成するために帯板の両側縁部を折り起こす角度は、本体部3aおよび下部連結片3cが所望の剛性を有するものとなるように適宜設定すれば良いが、例えば120°程度とするとよい。
さらに、本体部3aだけでなく、下部連結片3cにも補剛リブ6を設けるようにしてもよい。また、補強リブ6は本体部3aの裏面側に折り返して形成されていてもよい。
The angle at which the side edges of the band plate are folded to form the stiffening rib 6 with respect to the main body 3a and the lower connecting piece 3c is such that the main body 3a and the lower connecting piece 3c have a desired rigidity. However, for example, it may be set to about 120 °.
Furthermore, you may make it provide the stiffening rib 6 not only on the main-body part 3a but on the lower connection piece 3c. Further, the reinforcing rib 6 may be formed to be folded back on the back surface side of the main body portion 3a.

そして、脚体3を上記のような形状にしておくと、脚体3の上端部同士を連結金具7によって連結するだけで三脚状の支柱2を容易に組み立てることができ、また、連結金具7を取り外すだけで支柱2を個々の脚体3に容易に解体することができる。   If the leg 3 is shaped as described above, the tripod-shaped support column 2 can be easily assembled simply by connecting the upper ends of the legs 3 with the connecting bracket 7, and the connecting bracket 7 The column 2 can be easily disassembled into the individual legs 3 simply by removing.

さらに、各脚体3は帯板を素材として形成された同一形状、同一寸法の軽量、且つコンパクトなものであって安価に製作可能であり、また、連結金具7を緩めた状態では連結金具7を支点として脚体3を回転させることにより、全体を1本に重ね合わせることができる。これにより、容易に持ち運びが可能で、且つ収納・保管が可能であり、極めて便利で合理的なものとなっている。   Furthermore, each leg 3 is made of a band plate as a raw material and has the same shape, the same size, a light weight and a compact size, and can be manufactured at low cost. By rotating the leg 3 around the fulcrum, the whole can be superposed on one. As a result, it can be easily carried, stored and stored, and is extremely convenient and rational.

本実施形態の安全設備Aを設置する際には、3本の脚体3を三脚状に組み合わせてそれらの上部連結片3bを互いに重ね合わせてそれぞれの上部連結孔4の位置を合致させ、そこに連結金具7を挿通してボルト締結することにより三脚としての支柱2を組み立てる。
なお、連結金具7としては、図示例のように親綱9を架設するための金具を兼用し得る汎用のアイボルトが好適に採用可能であるが、これに限定する必要はなく、例えば単なるボルト等を連結金具7に用いてもよい。
When installing the safety equipment A of the present embodiment, the three legs 3 are combined in a tripod shape, and the upper connecting pieces 3b are overlapped with each other so that the positions of the upper connecting holes 4 are matched. The support bracket 2 as a tripod is assembled by inserting the connecting metal fitting 7 and fastening the bolt.
In addition, as the connection metal fitting 7, a general-purpose eye bolt that can also be used as a metal fitting for laying the master rope 9 as shown in the figure can be suitably adopted, but it is not necessary to limit to this, for example, a simple bolt or the like May be used for the connecting fitting 7.

一方、本実施形態の衝撃吸収部材11は、図1、図4に示すように、帯板を素材として形成した金具であり、両端部にそれぞれ板面を横方向に向けて配設された一対の連結部11aと、例えば、連結部11aとの連結部分の屈曲角度θ1を135度、他の部分の屈曲角度θ2を90度にし、一対の連結部11aの間に複数屈曲して(複数の屈曲部11bを設けて)段状に形成された衝撃吸収部11cとを備えて形成されている。   On the other hand, as shown in FIGS. 1 and 4, the shock absorbing member 11 of the present embodiment is a metal fitting made of a band plate as a material, and a pair of plates disposed at both ends with the plate surfaces facing in the lateral direction. For example, the bending angle θ1 of the connecting portion between the connecting portion 11a and the connecting portion 11a is set to 135 degrees, the bending angle θ2 of the other portion is set to 90 degrees, and a plurality of bends are made between the pair of connecting portions 11a (a plurality of And a shock absorbing portion 11c formed in a step shape (provided with a bent portion 11b).

また、本実施形態の衝撃吸収部材11は、例えばステンレス製で厚さ2mm、幅24mmの帯板を折り曲げ加工し、屈曲部11bを14箇所備えて形成されている。さらに、連結部11aから135度の角度で配設される衝撃吸収部材11の両端側部分の長さを15mm、90度の角度で屈曲する部分の長さを30mm、各連結部11aの長さを30mmとして形成されている。   Further, the impact absorbing member 11 of the present embodiment is formed of, for example, stainless steel, a band plate having a thickness of 2 mm and a width of 24 mm, and having 14 bent portions 11b. Further, the length of both end portions of the shock absorbing member 11 disposed at an angle of 135 degrees from the connecting portion 11a is 15 mm, the length of the portion bent at an angle of 90 degrees is 30 mm, and the length of each connecting portion 11a. Is formed as 30 mm.

また、連結部11aには、板面の一面から他面に貫通する挿通孔11dが設けられている。   Further, the connecting portion 11a is provided with an insertion hole 11d penetrating from one surface of the plate surface to the other surface.

そして、本実施形態の安全設備Aを設置する際には、図1、図2、図3、図4に示すように、固定金具8を折板屋根1のハゼ部1aなどに取り外し可能に固着して設置する。このとき、本実施形態では、固定金具8と折板屋根1の間にゴムシート等の弾性部材を介装して固定金具8を設置することが好ましい。なお、固定金具8には、折板屋根1に対して各種の部材を取り付けるための各種の汎用市販品を適宜採用することが可能である。   And when installing the safety equipment A of this embodiment, as shown in FIG.1, FIG.2, FIG.3, FIG.4, as shown in FIG.1, FIG.2, FIG.3, FIG. And install. At this time, in this embodiment, it is preferable to install the fixing bracket 8 with an elastic member such as a rubber sheet interposed between the fixing bracket 8 and the folded plate roof 1. Note that various general-purpose commercially available products for attaching various members to the folded plate roof 1 can be appropriately employed as the fixing bracket 8.

また、固定金具8上に、支柱2の脚体3の下部連結片3cを重ね合せて配置し、下部連結孔5にボルトを挿通しナットを締結することによって、固定金具と支柱2の脚体3を連結し、支柱2を固定金具8を介して折板屋根1に連結して設置する。   Further, the lower coupling piece 3c of the leg 3 of the support column 2 is placed on the fixing bracket 8, and a bolt is inserted into the lower connection hole 5 and the nut is fastened. 3 are connected, and the support column 2 is connected to the folded plate roof 1 through the fixing bracket 8 and installed.

また、このとき、支柱2を組み立てる際には各脚体3が平面視において可及的に等間隔になるように(相互に120度の角度をなすように)それぞれの脚体3の位置を位置決めすることが好ましい。さらに、上部連結片3bを連結している連結金具7を緩め、この部分を支点として所望の脚体3を水平面内で回転させることで、所望の脚体3の下部連結片3cの位置を調整し、固定金具8の位置に下部連結片3cの位置を合わせればよい。   At this time, when assembling the column 2, the positions of the legs 3 are set so that the legs 3 are as equally spaced as possible in plan view (so as to form an angle of 120 degrees with each other). It is preferable to position. Further, the position of the lower connecting piece 3c of the desired leg 3 is adjusted by loosening the connecting fitting 7 connecting the upper connecting piece 3b and rotating the desired leg 3 in the horizontal plane with this part as a fulcrum. Then, the position of the lower connecting piece 3 c may be aligned with the position of the fixing bracket 8.

そして、各脚体3の下端部の下部連結片3cを固定金具8を用いて折板屋根1に取り外し可能に連結することにより、この支柱2が折板屋根1の軒先近傍位置などの所定位置に自立状態で設置される。
なお、支柱2は、折板屋根1(折板屋根1の軒先)に対し、3本の脚体3の位置(向き)や固定箇所をどのように選定してもよく、本実施形態のように限定する必要はない。また、支柱2を補強するための補強部材があってもよい。さらに、固定金具8をT字型に形成し、この固定金具8の3つの端部をそれぞれ介して3本の脚体3の3つの下部連結片3c(下端部)を折板屋根1に連結するようにしてもよい。すなわち、固定金具8が補強部材を兼ねるようにしてもよい。特に、本発明に係る安全設備Aにおいては、後述の通り、衝撃吸収部材11を備えることで作業者の落下時の衝撃荷重を吸収できるため、折板屋根1に対し支柱2の各脚体3を強固に固定してもよく、固定金具8が補強部材を兼ねるように構成することができる。
Then, the lower connecting piece 3c at the lower end of each leg 3 is removably connected to the folded plate roof 1 by using the fixing bracket 8, so that the support column 2 has a predetermined position such as a position near the eaves of the folded plate roof 1. Installed in a self-supporting state.
In addition, as for the support | pillar 2, you may select how the position (direction) of three legs 3 and a fixed location are selected with respect to the folded-plate roof 1 (the eaves edge of the folded-plate roof 1) like this embodiment. It is not necessary to limit to. Moreover, there may be a reinforcing member for reinforcing the support 2. Furthermore, the fixing bracket 8 is formed in a T-shape, and the three lower connecting pieces 3c (lower end portions) of the three legs 3 are connected to the folded plate roof 1 through the three ends of the fixing bracket 8, respectively. You may make it do. That is, the fixing bracket 8 may also serve as a reinforcing member. In particular, in the safety equipment A according to the present invention, as will be described later, since the shock absorbing member 11 is provided to absorb the impact load when the operator falls, each leg 3 of the support column 2 with respect to the folded roof 1. Can be firmly fixed, and the fixture 8 can be configured to also serve as a reinforcing member.

次に、双方の支柱2の上端部相互間に親綱9を架設する。
このとき、各支柱2の上端部に一方の連結部11aを、親綱9の端部に他方の連結部11aをそれぞれ連結し、親綱9を衝撃吸収部材11を介して支柱2に接続する。また、衝撃吸収部材11の各連結部11aと支柱2の上端部、親綱9の端部を接続する際には、連結部11aの挿通孔11dを用いればよく、適宜の金具類を用いて接続しても、親綱9を支柱2の上端部に直接的に結び付けて接続してもよい。
Next, the master rope 9 is erected between the upper ends of both the columns 2.
At this time, one connecting portion 11 a is connected to the upper end portion of each strut 2, the other connecting portion 11 a is connected to the end portion of the master rope 9, and the master rope 9 is connected to the strut 2 via the shock absorbing member 11. . Moreover, when connecting each connection part 11a of the impact-absorbing member 11, the upper end part of the support | pillar 2, and the end part of the master rope 9, what is necessary is just to use the insertion hole 11d of the connection part 11a, and using appropriate metal fittings. Even if it connects, the master rope 9 may be connected directly to the upper end part of the support | pillar 2, and may be connected.

これにより、親綱9が軒先の位置を明確に明示する目印となって作業者の墜落防止に寄与し得るものとなり、折板屋根1の屋根面で各種作業を行う際の作業安全性を充分に確保することができる。   As a result, the master rope 9 becomes a mark that clearly indicates the position of the eaves and can contribute to prevention of the operator's crash, and the work safety when performing various operations on the roof surface of the folded-plate roof 1 is sufficient. Can be secured.

このように設置した本実施形態の安全設備Aにおいては、上記のように支柱2と親綱を衝撃吸収部材11を介して接続するようにしている。   In the safety equipment A of the present embodiment installed as described above, the support column 2 and the master rope are connected via the impact absorbing member 11 as described above.

このため、折板屋根1に支柱2を固定金具8だけで強固に取り付けて接合し、墜落や落下を防止する際の衝撃をこの部分の接合耐力で受け止めるという従来の考え方に対し、本実施形態の安全設備Aでは、作業者が墜落、落下する際に親綱9にかかる力が直接支柱2に作用するのではなく、衝撃吸収部材11を介して支柱2に作用することになる。   For this reason, this embodiment is compared with the conventional idea that the support 2 is firmly attached to the folded plate roof 1 with only the fixing bracket 8 and joined, and the impact at the time of preventing the falling or dropping is received by the joint strength of this part. In the safety equipment A, the force applied to the master rope 9 does not directly act on the support column 2 when the operator falls and falls, but acts on the support column 2 via the impact absorbing member 11.

そして、衝撃吸収部材11が複数の屈曲部11bを備えて段状に形成されているため、親綱9から衝撃吸収部材11に衝撃力が作用すると、例えば図5に示すように、この衝撃吸収部材11の屈曲部11bの角度θ2が例えば90度から大きくなって屈曲部11bが開くように衝撃吸収部材11が塑性変形し、この衝撃吸収部材11の塑性変形によって支柱2に作用する力を吸収、緩和させることが可能になる。   And since the impact-absorbing member 11 is provided with the some bending part 11b and is formed in the step shape, when an impact force acts on the impact-absorbing member 11 from the master rope 9, this impact-absorbing as shown, for example in FIG. The shock absorbing member 11 is plastically deformed such that the angle θ2 of the bent portion 11b of the member 11 is increased from, for example, 90 degrees and the bent portion 11b is opened, and the force acting on the support column 2 is absorbed by the plastic deformation of the shock absorbing member 11. , Can be relaxed.

これにより、墜落、落下が発生した際に、支柱2に大きな衝撃力が作用し、支柱2が変形したり、支柱2を固定した折板屋根1に変形が生じることを防止し、好適に作業者の安全を確保することが可能になる。   Thus, when a crash or fall occurs, a large impact force acts on the support column 2 to prevent the support column 2 from being deformed or the folded plate roof 1 to which the support column 2 is fixed from being deformed. It becomes possible to ensure the safety of the person.

また、長期期間、折板屋根1の端部を本実施形態の安全設備Aで区画した際に親綱9の経年劣化が生じにくいため、親綱9として(通常の親綱の代替として)ステンレス製のワイヤーロープを用いる場合もある。この一方で、折板屋根1の端部(軒先、ケラバ)での作業時には、作業者が装着した安全帯を親綱9としてのステンレス製ワイヤーロープに接続しながら作業を行うことになる。このとき、親綱9のワイヤーロープの張力より安全帯のワイヤーロープ(例えばSUS4mm)の張力の方が強いため、作業者が万が一落下した場合には、落下時に安全帯のワイヤーロープに伝わる衝撃が親綱9よりも大きくなる。   In addition, when the end of the folded plate roof 1 is partitioned by the safety equipment A of the present embodiment for a long period of time, it is difficult for the parent rope 9 to deteriorate over time. Therefore, as the parent rope 9 (as an alternative to the normal parent rope), stainless steel is used. A wire rope made of metal may be used. On the other hand, at the time of work at the end of the folded plate roof 1 (eave edge, keraba), the work is performed while connecting the safety belt worn by the worker to the stainless steel wire rope as the master rope 9. At this time, since the tension of the safety rope (for example, SUS 4 mm) is stronger than the tension of the wire rope of the master rope 9, when the operator falls, the impact transmitted to the safety rope is affected. It becomes larger than the master rope 9.

これに対し、本実施形態のように衝撃吸収部材11を備えることにより、作業者が折板屋根1から落下した際に、その衝撃を衝撃吸収部材11で吸収、緩和させることができる。これにより、支柱2に作用する衝撃力を吸収、緩和できることに加え、作業者が装着した安全帯のワイヤーロープに作用する衝撃力も吸収、緩和することができ、より確実に作業者の安全を確保することが可能になる。   On the other hand, by providing the impact absorbing member 11 as in this embodiment, when the operator falls from the folded plate roof 1, the impact can be absorbed and alleviated by the impact absorbing member 11. As a result, the impact force acting on the support column 2 can be absorbed and alleviated, and the impact force acting on the safety belt wire rope worn by the worker can also be absorbed and mitigated, ensuring the safety of the worker more reliably. It becomes possible to do.

ここで、図6に示すように、作業者が折板屋根の端部から落下した場合に、本実施形態の支柱2、衝撃吸収部材11、親綱9によって作業者の地上等に落ちることを阻止する性能、すなわち、衝撃吸収部材11を備えた本発明の折板屋根用の安全設備Aの優位性を明らかにするために行った実証実験について説明する。   Here, as shown in FIG. 6, when the operator falls from the end of the folded-plate roof, the pillar 2, the shock absorbing member 11, and the master rope 9 according to the present embodiment fall on the operator's ground. A demonstration experiment conducted to clarify the superiority of the safety equipment A for the folded-plate roof of the present invention having the performance to prevent, that is, the shock absorbing member 11 will be described.

この実証実験では、図7、図8に示すように、親綱9としてステンレス製ワイヤーロープ(ステンレスワイヤーロープφ4mm 7×7、外周ビニール被覆φ6mm)を使用し、本実施形態の安全設備Aの一対の支柱2(アルミ材T字補強材、センターポールを備えたアルミ3型)を折板屋根1の軒先側、ケラバ側にそれぞれ設置した状態で試験を行った。また、折板屋根1のハゼ部1aが丸ハゼの場合は角ハゼよりも十分な強度が確認できているため、本実証実験ではハゼ部1aが角ハゼの折板屋根1を対象として試験を行った。   In this demonstration experiment, as shown in FIGS. 7 and 8, a stainless steel wire rope (stainless steel wire rope φ4 mm 7 × 7, outer peripheral vinyl coating φ6 mm) is used as the master rope 9, and a pair of the safety equipment A of this embodiment is used. The test was performed in a state in which the support columns 2 (aluminum T-shaped reinforcing material and aluminum 3 type provided with a center pole) were installed on the eaves side and the keraba side of the folded plate roof 1, respectively. In addition, when the goby portion 1a of the folded-plate roof 1 is a round goby, sufficient strength is confirmed compared to the square goby. Therefore, in this demonstration experiment, the test is performed on the folded-plate roof 1 of the goby portion 1a. went.

試験方法について説明する。
本実証実験では、2本の三脚支柱2を9.5mスパンで設置し、各支柱2の上部丸環にステンレス製ワイヤーロープである親綱9の両端部をそれぞれ衝撃吸収部材11を介して接続した。衝撃吸収部材11は、ステンレスt=2.0mm、幅24mmの板材を曲げ加工し、長さ330mmとして形成した。また、支柱2の上部丸環のセンターが折板屋根1の山の位置より高さ900mm以上になるようにした。
The test method will be described.
In this demonstration experiment, two tripod struts 2 are installed with a 9.5 m span, and both ends of the master rope 9, which is a stainless steel wire rope, are connected to the upper circular ring of each strut 2 via shock absorbing members 11. did. The shock absorbing member 11 was formed by bending a plate material of stainless steel t = 2.0 mm and width 24 mm to a length of 330 mm. In addition, the center of the upper circular ring of the support column 2 is set to be 900 mm or more higher than the mountain position of the folded plate roof 1.

本実証実験では、親綱9をターンバックルで緊張させ、作業者に見立てた86kgの落体12を親綱9の中央(スパン中央)に接続して4.7m自由落下させた。また、落体12は、未使用の1.7mランヤード(安全帯用ロープ)を介してワイヤーロープ中央に取り付けた。   In this demonstration experiment, the master rope 9 was tensioned with a turnbuckle, and a 86 kg fallen body 12 that was regarded as an operator was connected to the center of the master rope 9 (the center of the span) and dropped freely by 4.7 m. The falling body 12 was attached to the center of the wire rope via an unused 1.7 m lanyard (safety rope).

そして、落体12を自由落下させた後、以下の10項目の測定、確認を行った。
(1)衝撃吸収部材の長さ(許容変形率30%〜90%と設定(357mm〜411mm))
(2)支柱上部の変形量 (目視:亀裂及び破損の有無)
(3)ステンレス製のワイヤーロープの損傷及び破損(目視)
(4)アルミ材T字補強(固定金具8を兼ねる補強部材)の変形量 (目視:亀裂及び破損の有無)
(5)支柱高さの変形量 (計測:70%以上維持されている場合に合格とした)
(6)固定金具の脱落 (目視)
(7)折板屋根の変形量 (目視:板金工具にて修正可能なら合格)
(8)センターポールの脱落(目視)
(9)垂下量(m) (ビデオ判定:ランヤードと落体の取付位置の高さが地上から1.2m以上確保(身長180cmの人の腰の高さが1mと設定)できれば合格
(10)支柱の変形量 (目視:亀裂及び破損の有無)
And after dropping the fallen body 12 freely, the following 10 items were measured and confirmed.
(1) Length of impact absorbing member (allowable deformation rate is set to 30% to 90% (357 mm to 411 mm))
(2) Deformation of the upper part of the support (Visual: presence or absence of cracks and damage)
(3) Damage and breakage of stainless steel wire rope (visual inspection)
(4) Deformation amount of aluminum material T-shaped reinforcement (reinforcing member that also serves as fixing bracket 8) (Visual: presence or absence of cracks and breakage)
(5) Strut height deformation (Measurement: Passed when 70% or more is maintained)
(6) Dropping of the fixing bracket (Visual)
(7) Deformation amount of folded plate roof (Visual: Pass if it can be corrected with a sheet metal tool)
(8) Removal of center pole (visual inspection)
(9) Suspension amount (m) (Video judgment: If the height of the lanyard and falling body mounting position is 1.2m or more from the ground (the height of the waist of a person with a height of 180cm is set to 1m), it passes (10) Deformation amount (Visual: presence or absence of cracks and damage)

表1は試験結果を示している。   Table 1 shows the test results.

Figure 2018066211
Figure 2018066211

この表に示す通り、衝撃吸収部材11の伸び変形は4回行った試験すべてでほぼ同じような数値が確認され、曲げ加工してなる衝撃吸収部材11が塑性変形の限界に達する前に、親綱9の張力を吸収し、支柱2の固定金具8の脱落を阻止する機能があることが確認された。なお、衝撃吸収部材11を備えていない状態で同様の試験を行うと固定金具8が脱落することが確認されている。   As shown in this table, the deformation deformation of the shock absorbing member 11 is confirmed to be almost the same in all four tests, and before the shock absorbing member 11 formed by bending reaches the limit of plastic deformation, It was confirmed that there was a function to absorb the tension of the rope 9 and prevent the fixing bracket 8 of the support 2 from falling off. In addition, when the same test is performed in the state where the shock absorbing member 11 is not provided, it has been confirmed that the fixture 8 is dropped.

また、落体12の落下後、支柱2の高さ比も最大で95%(70%以上が合格)であり、また、固定金具8からの支柱2の離脱もなく、落下阻止性能が十分に発揮されることが確認された。   In addition, after the falling body 12 is dropped, the height ratio of the support column 2 is 95% at the maximum (70% or more is acceptable), and there is no detachment of the support column 2 from the fixing bracket 8, and the fall prevention performance is sufficiently exhibited. It was confirmed that

さらに、落体12の垂下量は最大で2.8mであった。
身長180cmの作業者が腰の高さに安全帯を取付けて落下した場合、落下した作業者の腰の位置と衝突のおそれのある床面等に1.2m以上の隙間があれば作業者の足が床面等に接触する可能性は無い。このため、本実証実験では、その隙間が2.07m(最大垂下量)以上確保されており、高さ4mの折板屋根1の上に支柱2と親綱8を設置し、通常の安全帯を使用した作業者が端部より2.8mの垂下量で墜落した場合、床面等に作業者の足が衝突するおそれはないと判断できる。
Furthermore, the drooping amount of the falling body 12 was 2.8 m at the maximum.
If a worker with a height of 180 cm falls with a safety belt attached at the waist level, if there is a gap of 1.2 m or more between the dropped worker's waist and the floor where there is a risk of collision, the worker's There is no possibility that the foot touches the floor. For this reason, in this demonstration experiment, the gap is secured to 2.07 m (maximum drooping amount), the column 2 and the master rope 8 are installed on the folded plate roof 1 having a height of 4 m, and a normal safety belt is installed. It can be determined that there is no possibility that the operator's feet will collide with the floor surface or the like when the operator who uses the heel falls with a hanging amount of 2.8 m from the end.

以上の通り、本実証実験によって、衝撃吸収部材11を備えることで確実に作業者の安全を確保できることが実証された。   As described above, it has been proved by the demonstration experiment that the safety of the worker can be surely ensured by providing the shock absorbing member 11.

なお、軒先側の試験において、図9(a)の全長180mm、厚さ1.5mmのステンレス製の衝撃吸収部材11を用いた場合には、一方の支柱2側が曲げ角度90°から約160°に変化し、全長180mmから210mmに変形した。他方の支柱2側は曲げ角度90°から約160°に変化し、全長180mmから215mmに変形した。さらに、一方の支柱2側のT字補強が150mm程度スライド移動し、他方の支柱2側の固定金具8が変形して折板屋根1のハゼ部1aから脱落した。他方の支柱2に倒れが確認された。   In the test on the eaves side, when the shock absorbing member 11 made of stainless steel having a total length of 180 mm and a thickness of 1.5 mm in FIG. The total length was changed from 180 mm to 210 mm. The other strut 2 side was changed from a bending angle of 90 ° to about 160 ° and deformed from a total length of 180 mm to 215 mm. Further, the T-shaped reinforcement on the side of one column 2 slid about 150 mm, the fixing bracket 8 on the other column 2 side was deformed, and dropped from the gouge 1a of the folded plate roof 1. The other strut 2 was confirmed to fall down.

図9(b)の全長150mm、厚さ4.0mmのステンレス製の衝撃吸収部材11を用いた場合には、一方の支柱2側が曲げ角度90°から約91°に変化し、全長150mmから152mmに変形した。他方の支柱2側は曲げ角度90°から約91°に変化し、全長150mmから152mmに変形した。この場合には、あまり衝撃吸収性能が得られず、他方の支柱2側の固定金具8が変形して折板屋根1のハゼ部1aから脱落し、他方の支柱2に倒れが確認された。   When the shock absorbing member 11 made of stainless steel having a total length of 150 mm and a thickness of 4.0 mm in FIG. 9B is used, the one support column 2 side changes from a bending angle of 90 ° to about 91 °, and the total length of 150 mm to 152 mm. Transformed into. The other strut 2 side was changed from a bending angle of 90 ° to about 91 ° and deformed from a total length of 150 mm to 152 mm. In this case, the shock absorbing performance was not obtained so much, the fixing bracket 8 on the other support column 2 side was deformed and dropped from the cross section 1a of the folded plate roof 1, and the other support column 2 was confirmed to fall down.

図9(c)の全長153mm、厚さ2.0mmのステンレス製の衝撃吸収部材11を用いた場合には、一方の支柱2側が曲げ角度90°から約100°に変化し、全長153mmから157mmに変形した。他方の支柱2側は曲げ角度90°から約100°に変化し、全長153mmから157mmに変形した。この場合においても、あまり衝撃吸収性能が得られず、他方の支柱2側の固定金具8が変形して折板屋根1のハゼ部1aから脱落し、他方の支柱2に倒れが確認された。   When the impact absorbing member 11 made of stainless steel having a total length of 153 mm and a thickness of 2.0 mm in FIG. 9C is used, the one strut 2 side changes from a bending angle of 90 ° to about 100 °, and the total length of 153 mm to 157 mm. Transformed into. The other strut 2 side was changed from a bending angle of 90 ° to about 100 ° and deformed from a total length of 153 mm to 157 mm. Even in this case, the shock absorbing performance was not obtained so much, and the fixing bracket 8 on the other support column 2 side was deformed and dropped from the cross section 1a of the folded plate roof 1, and the other support column 2 was confirmed to fall down.

したがって、本実施形態の折板屋根用の安全設備Aにおいては、折板屋根1に支柱2を強固に接合し、墜落や落下を防止する際の衝撃を受け止める従来の考え方に対し、衝撃吸収部材11を介して支柱2に親綱9を接続するようにしたことで、作業者が折板屋根1から落下した際に、親綱9と支柱2の間に衝撃吸収部材11が設けられていることによって支柱2に作用する衝撃力を衝撃吸収部材11で吸収・分散することができる。   Therefore, in the safety equipment A for the folded-plate roof of the present embodiment, the shock absorbing member is compared with the conventional idea of receiving a shock when the support 2 is firmly joined to the folded-plate roof 1 to prevent the falling or falling. Since the master rope 9 is connected to the support pillar 2 via 11, the shock absorbing member 11 is provided between the master rope 9 and the support pillar 2 when the operator falls from the folded plate roof 1. Thus, the impact force acting on the support column 2 can be absorbed and dispersed by the impact absorbing member 11.

これにより、従来のように支柱2と折板屋根1を強固に接合した場合には衝撃によってこの接合部分に集中荷重が作用し、破断・折損などが生じてしまうことも考えられるが、本発明においては、墜落や落下を防止する際の衝撃を衝撃吸収部材11で吸収・分散するため、支柱2と折板屋根1の接合部分に破断・折損などが生じることがなく、確実且つ効果的に脱落や落下を防止することが可能になる。よって、優れた衝撃緩和性能を付与し、信頼性の高い折板屋根用の安全設備Aを提供することが可能になる。   As a result, when the support column 2 and the folded plate roof 1 are firmly joined as in the prior art, a concentrated load acts on the joined portion due to an impact, which may cause breakage or breakage. Since the impact absorbing member 11 absorbs and disperses the impact at the time of preventing the fall or falling, the joint portion between the support column 2 and the folded plate roof 1 is not broken or broken, and it is surely and effectively performed. It becomes possible to prevent dropping and falling. Therefore, it is possible to provide the safety equipment A for the folded-plate roof having high impact relaxation performance and high reliability.

さらに、本実施形態の折板屋根用の安全設備Aにおいては、衝撃吸収部材11が複数の屈曲部11bを備えて段状に形成された金具であることによって、衝撃力が作用した際に各屈曲部11bが開くように塑性変形し、好適に衝撃力を吸収、緩和させることが可能になる。これにより、より確実に、支柱2と折板屋根1の接合部分に破断・折損などが生じることを防止することができ、脱落や落下を防止する優れた衝撃緩和性能ひいては落下阻止性能を付与し、信頼性の高い折板屋根用の安全設備Aを提供することが可能になる。   Furthermore, in the safety equipment A for folded-plate roof of this embodiment, when the impact absorbing member 11 is a metal fitting formed in a step shape with a plurality of bent portions 11b, each impact force acts. It is possible to plastically deform so that the bent portion 11b is opened, and to suitably absorb and relax the impact force. As a result, it is possible to more reliably prevent breakage and breakage at the joint portion between the support column 2 and the folded roof 1 and provide excellent impact mitigation performance to prevent dropping and dropping, and thus fall prevention performance. Therefore, it is possible to provide a highly reliable safety equipment A for folded-plate roofs.

なお、本実施形態の安全設備Aにおいては、作業終了後、固定金具8、衝撃吸収部材11を取り外すことで、支柱2を容易に撤去可能であり、さらに、撤去した支柱2を他の場所や他の作業現場において何度でも繰り返して転用することが可能である。   In the safety facility A of the present embodiment, the column 2 can be easily removed by detaching the fixing bracket 8 and the shock absorbing member 11 after the work is completed, and the removed column 2 can be removed at another place or It can be reused repeatedly at other work sites.

以上、本発明による折板屋根用の安全設備の実施形態について説明したが、本発明は上記の一実施形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。   As mentioned above, although embodiment of the safety equipment for folded-plate roof by this invention was described, this invention is not limited to said one Embodiment, It can change suitably in the range which does not deviate from the meaning.

例えば、本実施形態の安全設備Aは、支柱2の間に親綱9を架設することのみでも作業者の安全を確保することができるが、図1(b)に示すように、落下養生用のネット10を親綱9に支持させて支柱2の間に展開した状態で設置し、そのネット10の下縁部を折板屋根1に対して連結しておくことにより、さらに安全性を向上させることができる。   For example, the safety equipment A of the present embodiment can ensure the safety of the worker only by laying the master rope 9 between the support columns 2, but as shown in FIG. The net 10 is supported by the master rope 9 and deployed between the support columns 2 and the lower edge of the net 10 is connected to the folded plate roof 1 to further improve safety. Can be made.

また、少なくとも一組二台の支柱2を例えば5m程度の間隔をあけて設置し、これら支柱2の間に親綱9を架設すればよいが、親綱9の所要長さが長いような場合(すなわち、軒先の延長が長いような場合)には、3台以上の多数の支柱2を軒先に沿って適宜の間隔をあけて配列し、それらの間に一連の親綱9を架設すればよい。   In addition, at least one set of two support columns 2 may be installed with an interval of, for example, about 5 m, and the master rope 9 may be installed between these support columns 2. However, when the required length of the master rope 9 is long (That is, when the extension of the eaves is long) If three or more support columns 2 are arranged at appropriate intervals along the eaves, a series of master ropes 9 are installed between them. Good.

1 折板屋根
1a ハゼ部
2 支柱
3 脚体
3a 本体部
3b 上部連結片
3c 下部連結片
4 上部連結孔
5 下部連結孔
6 補剛リブ
7 連結金具
8 固定金具
9 親綱
10 ネット
11 衝撃吸収部材
11a 連結部
11b 屈曲部
11c 衝撃吸収部
11d 挿通孔
12 落体
A 折板屋根用の安全設備
DESCRIPTION OF SYMBOLS 1 Folded plate roof 1a Haze part 2 Support | pillar 3 Leg body 3a Main body part 3b Upper connection piece 3c Lower connection piece 4 Upper connection hole 5 Lower connection hole 6 Stiffening rib 7 Connection metal fitting 8 Fixing metal piece 9 Parent rope 10 Net 11 Shock absorption member 11a Connecting portion 11b Bending portion 11c Shock absorbing portion 11d Insertion hole 12 Falling body A Safety equipment for folded plate roof

Claims (2)

折板屋根の屋根面に設置される安全設備であって、
折板屋根上に所定の間隔をあけて配置される少なくとも一対二台の支柱と、前記支柱の上端部相互間に架設される親綱とを備え、
前記支柱が、同一形状かつ同一寸法の三本以上の複数の脚体を備え、前記複数の脚体の上端部同士を相対回転可能に且つ分割可能に連結して構成され、
前記支柱の上端部と前記親綱の間に衝撃吸収部材が介設され、前記衝撃吸収部材を介して前記支柱と前記親綱を接続するように構成されていることを特徴とする折板屋根用の安全設備。
Safety equipment installed on the roof surface of the folded-plate roof,
Comprising at least one pair of struts arranged at a predetermined interval on the folded plate roof, and a master rope constructed between upper ends of the struts,
The support column includes three or more legs having the same shape and the same dimensions, and the upper ends of the legs are connected to each other so as to be rotatable relative to each other and can be divided.
A folded-plate roof characterized in that an impact absorbing member is interposed between an upper end portion of the support column and the master rope, and the support column and the master rope are connected via the impact absorbing member. Safety equipment.
請求項1記載の折板屋根用の安全設備において、
前記衝撃吸収部材が、複数の屈曲部を備えて段状に形成された金具であることを特徴とする折板屋根用の安全設備。
In the safety equipment for folded-plate roof of Claim 1,
The safety equipment for a folded-plate roof, wherein the shock absorbing member is a metal fitting formed in a step shape with a plurality of bent portions.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110306734A (en) * 2019-07-23 2019-10-08 哈尔滨工业大学(深圳) Roof boarding wind takes off data acquisition device, radix saposhnikoviae takes off method for early warning and system
JP7348683B1 (en) 2022-04-26 2023-09-21 株式会社マスタックエフ Safety equipment for roof work

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JPH0475556U (en) * 1990-11-08 1992-07-01
JP2011052456A (en) * 2009-09-02 2011-03-17 Soken Sangyo Kk Main rope support
JP2011247088A (en) * 2011-09-12 2011-12-08 Alinco Inc Main rope support
JP2014198989A (en) * 2013-03-12 2014-10-23 清水建設株式会社 Safety equipment for folded-plate roof
JP2015151710A (en) * 2014-02-12 2015-08-24 清水建設株式会社 Safety equipment for folded-plate roof

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Publication number Priority date Publication date Assignee Title
JPS5761836A (en) * 1980-09-26 1982-04-14 Britax Excelsior Energy buffer
JPH0475556U (en) * 1990-11-08 1992-07-01
JP2011052456A (en) * 2009-09-02 2011-03-17 Soken Sangyo Kk Main rope support
JP2011247088A (en) * 2011-09-12 2011-12-08 Alinco Inc Main rope support
JP2014198989A (en) * 2013-03-12 2014-10-23 清水建設株式会社 Safety equipment for folded-plate roof
JP2015151710A (en) * 2014-02-12 2015-08-24 清水建設株式会社 Safety equipment for folded-plate roof

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Publication number Priority date Publication date Assignee Title
CN110306734A (en) * 2019-07-23 2019-10-08 哈尔滨工业大学(深圳) Roof boarding wind takes off data acquisition device, radix saposhnikoviae takes off method for early warning and system
CN110306734B (en) * 2019-07-23 2024-01-30 哈尔滨工业大学(深圳) Roof board wind uncovering data acquisition device, wind uncovering prevention early warning method and system
JP7348683B1 (en) 2022-04-26 2023-09-21 株式会社マスタックエフ Safety equipment for roof work
JP2023161763A (en) * 2022-04-26 2023-11-08 株式会社マスタックエフ Safety tool for work on roof

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