JP4641871B2 - Scaffold for roof construction - Google Patents

Scaffold for roof construction Download PDF

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JP4641871B2
JP4641871B2 JP2005175974A JP2005175974A JP4641871B2 JP 4641871 B2 JP4641871 B2 JP 4641871B2 JP 2005175974 A JP2005175974 A JP 2005175974A JP 2005175974 A JP2005175974 A JP 2005175974A JP 4641871 B2 JP4641871 B2 JP 4641871B2
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plate
roof
handrail
scaffold
roof construction
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JP2006348580A (en
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晃 増田
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セフトグリーンエンジニアリング株式会社
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本発明は、ビルディングの屋根、神社の屋根、ドームの球場の屋根又は一般家屋の屋根の建造、修理等の工事に使用する足場に関し、特に、屋根面が凹状又は凸状に湾曲している屋根の工事に適する足場に関する。   The present invention relates to a scaffold used for construction of a roof of a building, a roof of a shrine, a roof of a dome stadium or a roof of a general house, and in particular, a roof whose roof surface is curved in a concave or convex shape. It is related with scaffold suitable for construction.

一般に、ビルディングや一般家屋等の屋根を建造、修理する場合には、この屋根が任意の角度の勾配を有していると、作業者が屋根面に沿って縦横に歩行するのが困難で作業姿勢も不安定となり、作業性が悪く、最悪の場合には作業者が転倒して地上に落下する危険がある。   Generally, when building or repairing a roof of a building or a general house, if the roof has a slope of an arbitrary angle, it is difficult for an operator to walk vertically and horizontally along the roof surface. The posture becomes unstable, the workability is poor, and in the worst case, there is a risk that the worker falls and falls to the ground.

そこで、特許文献1に示すように、屋根面上における歩行中、作業中に作業者が転倒したり、地上に落下するのを防止し、安全な作業が行え、人身事故の発生を防止できる屋根工事用の足場が開発されている。   Therefore, as shown in Patent Document 1, a roof construction that prevents a worker from falling or falling to the ground during work while walking on the roof surface can be performed safely and prevent personal injury. A scaffold has been developed.

この屋根工事用の足場は、屋根面の勾配に合わせて当該屋根面上に縦方向に配設した角度調整自在な剛性のタラップと、タラップの片側又は両側に起立させた角度調整自在な手摺と、タラップの側部に角度調整自在な足場板支持金具を介して水平方向に結合した足場板と、足場板の片側又は両側に起立させた手摺とからなり、上記タラップと足場板上に沿って作業者が歩行し、作業を行うようにしている。
特開2002-89033号公報(図面,請求項1参照)
This roof construction scaffold is composed of an angle-adjustable rigid trap placed vertically on the roof surface in accordance with the slope of the roof surface, and an angle-adjustable handrail raised on one or both sides of the trap. The scaffolding plate is horizontally coupled to the side of the tarp via an adjustable scaffolding plate support bracket, and the handrail is erected on one side or both sides of the scaffolding plate. An operator walks and works.
Japanese Patent Laid-Open No. 2002-89033 (see drawings, claim 1)

上記の屋根工事用の足場は、タラップや足場板に沿って歩行でき、手摺も設けられているから作業者の安全が図れ、機能上の欠陥があるわりではないが、以下のような不具合の改善が望まれている。   The above-mentioned scaffolds for roof construction can be walked along the laps and scaffolding boards, and the handrails are also provided, so that the safety of the workers can be improved and there are functional defects. Improvement is desired.

即ち、神社の屋根のように任意の角度の勾配に加えて凹状に彎曲しながらそりかえっている場合、あるいは、ドーム球場の屋根、石油タンクの屋根のように凸状に彎曲している屋根の場合には、上記従来のタラップや足場板は剛性で水平となっているので、上記凹状又は凸状の屋根面に沿ってぴったりとフィットできない場合がある。   In other words, in the case of a roof that is bent in a concave shape in addition to a slope at an arbitrary angle, such as a shrine roof, or a roof that is bent in a convex shape, such as a roof of a dome stadium or a roof of an oil tank In addition, since the above-mentioned conventional traps and scaffolding boards are rigid and horizontal, there is a case where they cannot be fitted snugly along the concave or convex roof surface.

その結果、タラップや足場板の端部と屋根面との間に隙間が発生し、この隙間分タラップや足場板が揺動し、不安定となり、作業者が転倒するおそれがある。   As a result, a gap is generated between the end of the wrapping or scaffolding plate and the roof surface, and the wrapping or scaffolding plate swings by this gap and becomes unstable, and the operator may fall.

そこで、本発明の目的は、屋根面が凹状又は凸状に彎曲していてもこの屋根面にぴったりとフィットさせて安定性の向上を図れ、作業者の転倒を防止し、歩行、作業の安全を図れる屋根工事用の足場を提供することである。   Therefore, the object of the present invention is to improve the stability of the roof surface even when the roof surface is curved in a concave shape or a convex shape, thereby improving the stability, preventing the operator from falling, and ensuring the safety of walking and work. It is to provide a scaffold for roof construction.

上記の目的を達成するため、本発明の手段は、屈曲自在な板と、この板の表面に複数隔設したステップとからなり、上記板の片側又は両側に手摺を起立している屋根工事用足場において、上記手摺が縦支柱と、この縦支柱の上下に端部を枢着した二本の横支柱とからなり、上記板の両端部に手摺用ブラケットを着脱自在に取付け、当該手摺用ブラケットに起立させたソケットに上記縦支柱を着脱自在に挿入させており、上記板の両端に短手方向に沿ってガイド孔を設け、上記手摺用ブラケットに上記ガイド孔に沿う二本のロッドを設け、隣接させた二つの上記板の各ガイド孔にそれぞれ上記ロッドを一本づつ挿入して上記板同士を長手方向に連設させていることである。 To achieve the object, means of the present invention includes a bendable plate, Ri Do and a plurality spaced the step on the surface of the plate, a roof construction that upright handrail on one or both sides of the plate In the scaffolding, the handrail is composed of a vertical column and two horizontal columns that are pivotally attached to the upper and lower sides of the vertical column, and brackets for handrails are detachably attached to both ends of the plate. The vertical strut is removably inserted into a socket upright on the bracket, guide holes are provided along the short direction at both ends of the plate, and two rods along the guide hole are provided on the handrail bracket. The rods are inserted one by one into the guide holes of the two adjacent plates provided, and the plates are connected in the longitudinal direction.

この場合、ステップに対応する板の下面に滑り止めを施した補助シートが設けられているのが好ましい。 In this case , it is preferable that an auxiliary sheet with anti-slip is provided on the lower surface of the plate corresponding to the step.

同じく、ステップに対応する板の下面に滑り止めを施した補助シートが設けられているのが好ましい。   Similarly, it is preferable that an auxiliary sheet with anti-slip is provided on the lower surface of the plate corresponding to the step.

本発明によれば、板が屈曲自在に形成されているので、屋根面の全体又は一部が凹状又は凸状に湾曲していても、この湾曲面に沿って板を屈曲できるので、板の下面が屋根面に沿ってぴったりとフィットでき、板が縦方向又は横方向に揺動したり、すべったりするのが防止される。この為、板上のステップを作業者が安定して歩行し、作業が行え、作業者の転倒を防止し、安全性の向上を図れる。また、手摺用ブラケットを介して単一の屋根工事用足場を長手方向に沿って任意の数だけ連設し、工事用の屋根面の面積に対応させることが可能となる。 According to the present invention, since the plate is formed to be bendable, even if the whole or part of the roof surface is curved in a concave shape or a convex shape, the plate can be bent along this curved surface. The lower surface can fit snugly along the roof surface, and the plate can be prevented from swinging or sliding in the vertical or horizontal direction. For this reason, the worker can stably walk and work on the steps on the board, prevent the worker from falling, and improve safety. In addition, an arbitrary number of single roof construction scaffolds can be provided along the longitudinal direction via handrail brackets so as to correspond to the area of the construction roof surface.

以下本発明の実施の形態を図に基づいて説明するが、本発明の屋根工事用の足場Aは、通常の傾斜した一般家屋の屋根のみならず、図3に示すような神社の構造物Bのように凹状に彎曲した屋根面Pや図4に示すようなドーム球場のような構造物Cの凸状に湾曲した屋根面Qに配置して使用するのに適するものである。   Embodiments of the present invention will be described below with reference to the drawings. The scaffold A for roof construction according to the present invention is not only a normal inclined roof of a general house, but also a shrine structure B as shown in FIG. Thus, it is suitable to be used by being placed on the roof surface P curved in a concave shape or the roof surface Q curved in a convex shape of a structure C such as a dome stadium as shown in FIG.

屋根工事用の足場Aの基本構造は、図1(A),(B)に示すように、屈曲自在な板2と、板2の表面に複数隔設したステップ3とからなり、板2の片側又は両側に手摺を起立するものである。 As shown in FIGS. 1 (A) and 1 (B), the basic structure of the scaffold A for roof construction is composed of a flexible plate 2 and a plurality of steps 3 provided on the surface of the plate 2. A handrail is erected on one side or both sides.

この場合、板2がゴム、軟性な合成樹脂その他の可撓性材料で成形され、ステップ3が図5に示すように、断面山形状に形成されていると共に表面に多数のリブ4からなる滑り止めが施されている。   In this case, the plate 2 is formed of rubber, a soft synthetic resin or other flexible material, and the step 3 is formed in a cross-sectional mountain shape as shown in FIG. Stop is given.

同じく、ステップ3に対応する板2の下面にのこぎり歯状のリブ5からなる滑り止めを施したゴム、軟性合成樹脂その他の可撓性材料で成形された補助シート6が設けられている。   Similarly, on the lower surface of the plate 2 corresponding to step 3, an auxiliary sheet 6 formed of rubber, soft synthetic resin or other flexible material provided with anti-slip comprising sawtooth-like ribs 5 is provided.

手摺Tは、縦支柱7と、縦支柱7の上下に端部を枢着した二本の横支柱8,8とブレス9とからなっている。   The handrail T is composed of a vertical column 7, two horizontal columns 8 and 8, and a brace 9 that are pivotally attached to the upper and lower sides of the vertical column 7.

更に、板2の両端部に図5に示すように手摺用ブラケット10を着脱自在に取付け、当該手摺用ブラケット10に起立させたソケット11に上記縦支柱7を着脱自在に挿入させている。   Further, as shown in FIG. 5, a handrail bracket 10 is detachably attached to both ends of the plate 2, and the vertical strut 7 is detachably inserted into a socket 11 erected on the handrail bracket 10.

この場合、図2からわかるように、板2の両端を折り曲げて短手方向に沿っガイド孔2Aを設けている。そして手摺用ブラケット10に図5、図8に示すような上記ガイド孔2Aに沿う二本のロッド12,12を設け、図1に示すように、隣接させた二つの板2,2の各ガイド孔2Aにそれぞれ上記ロッド12を一本づつ挿入させて板同士を長手方向に連設させるIn this case, as can be seen from FIG. 2, both ends of the plate 2 are bent to provide guide holes 2A along the short direction. Then, the handrail bracket 10 is provided with two rods 12 and 12 along the guide hole 2A as shown in FIGS. 5 and 8, and as shown in FIG. 1, each guide of the two adjacent plates 2 and 2 is provided. each hole 2A by inserting one by one the rod 12 is provided continuously the plates of the longitudinal direction.

以下更に詳しく説明すると、板2は、可撓性材料で成形されていることにより上記屋根面1又は2の勾配に沿って配設されると共に屋根面1又は2が凹状又は凸状に湾曲していたり、連続して凹凸面が形成されていても、これらの面に均一に屈曲して下面全体がフィットするようになっている。   More specifically, the plate 2 is formed of a flexible material so that it is disposed along the gradient of the roof surface 1 or 2, and the roof surface 1 or 2 is curved in a concave or convex shape. Even if uneven surfaces are continuously formed, these surfaces are uniformly bent and the entire lower surface is fitted.

板2は、金属製のロッド又は細長い板材を屈曲自在に複数縦方向に連結したものでも使用可能である。要するに屋根面の凹凸に対応して均一にフィットできるようになっていれば良い。   The plate 2 may be a metal rod or a long and thin plate material connected in a plurality of longitudinal directions so as to be bent. In short, it only needs to be able to fit evenly according to the unevenness of the roof surface.

ステップ3は、図6に示すように、一対の傾斜部3a,3aと中央の長方体部3bとで山形状に形成され、各傾斜部3aと長方体部3bの表面にリブ4が形成されている。   As shown in FIG. 6, the step 3 is formed in a mountain shape with a pair of inclined portions 3a, 3a and a central rectangular body portion 3b, and ribs 4 are formed on the surfaces of the inclined portions 3a and the rectangular parallelepiped portion 3b. Is formed.

この為、図7に示すように、作業者がステップ3のどちらの傾斜部3a,3aに踏み込んでもリブ4で靴Dに対する滑り止めが達成される。   For this reason, as shown in FIG. 7, even if the operator steps into any of the inclined portions 3 a and 3 a of Step 3, slip prevention with respect to the shoe D is achieved by the rib 4.

板2の下面には滑り止めの為に粗面にしても良く、図6に示すようにリブ5を形成した補助シート6を下面側に重ね、ステップ3の両端折り曲げ部と板2と補助シート6とをボルト13とナット14とで定着させても良い。   The lower surface of the plate 2 may be roughened to prevent slipping, and as shown in FIG. 6, the auxiliary sheet 6 formed with ribs 5 is overlapped on the lower surface side, the bent portions at both ends of step 3, the plate 2 and the auxiliary sheet 6 may be fixed by the bolt 13 and the nut 14.

補助シート6にはボルト13の頭部が下方に突出しないように溝15を形成している。   A groove 15 is formed in the auxiliary sheet 6 so that the head of the bolt 13 does not protrude downward.

ステップ3の両端は、山形状のカバー16で被覆されているのが好ましい。   Both ends of step 3 are preferably covered with a mountain-shaped cover 16.

手摺Tは、縦支柱7と横支柱8とからなり、必要に応じてブレス9を斜め方向に架設しても良い。   The handrail T includes a vertical support 7 and a horizontal support 8, and a brace 9 may be installed in an oblique direction as necessary.

縦支柱7を手摺用ブラケット10に回転自在に軸支させ、横支柱8の両端を縦支柱7に対して回転自在に枢着させることで手摺T全体を折り畳みできるようにしても良い。又、縦支柱7と横支柱8とブレス9は伸縮自在にしても良い。   The vertical rail 7 may be pivotally supported on the handrail bracket 10 and both ends of the horizontal column 8 may be pivotally attached to the vertical column 7 so that the entire handrail T can be folded. Further, the vertical support 7, the horizontal support 8, and the brace 9 may be extendable.

足場Aは、図2に示すように、単一の板2と手摺Tからなるものでも良く、屋根面の大きさに応じて図1に示すように長手方向に沿って単一の足場Aを複数結合させても良い。   As shown in FIG. 2, the scaffold A may be composed of a single plate 2 and a handrail T. Depending on the size of the roof surface, the scaffold A is formed along the longitudinal direction as shown in FIG. A plurality of them may be combined.

単一の足場Aを隣接して二組結合する場合には図1,図8に示す手摺ブラケット10と、この手摺用ブラケット10に一体に連結した平行な一対のロッド12,12と、ロッドの止め具16とを使用する。   When two pairs of single scaffolds A are adjacently connected, a handrail bracket 10 shown in FIGS. 1 and 8, a pair of parallel rods 12 and 12 integrally connected to the handrail bracket 10, A stop 16 is used.

手摺用ブラケット10は、図1において、左右方向に延びる引掛片17,17と、前側方向に延びる上下一対の支持片18,18とからなり、この支持片18と反対側で板2の短手方向たる後側方向に水平に二本のロッド12,12が延びている。   In FIG. 1, the handrail bracket 10 includes hook pieces 17, 17 extending in the left-right direction and a pair of upper and lower support pieces 18, 18 extending in the front direction, and the short side of the plate 2 on the opposite side of the support piece 18. Two rods 12, 12 extend horizontally in the rearward direction.

又、上記一対の支持片18,18間には手摺Tにおける縦支柱7を挿入するソケット10が取付けられて上方に起立している。   Further, a socket 10 for inserting the vertical column 7 in the handrail T is attached between the pair of support pieces 18 and 18 and stands upward.

手摺用ブラケット10と反対側にはロッドの止め具16が設けられ、この止め具16はロッド挿入孔を備えた左右一対の引掛片19,19と、孔21,21を備えた水平な固定片20とからなっている。   A rod stopper 16 is provided on the opposite side of the handrail bracket 10, and this stopper 16 is a pair of left and right hooking pieces 19, 19 having rod insertion holes, and a horizontal fixing piece having holes 21, 21. It consists of twenty.

これにより、手摺用ブラケット10を左右に隣接する板2,2の前側端部側面に沿わせ、次いで各板22,の孔2A,2A内にロッド12,12をそれぞれ挿入し、更に止め具16のロッド挿入孔を貫通させる。そして最後にロッド12,12に設けたロックピン23,23をそれぞれ止め具16の孔21に差し込んでロッド12,12の抜け止めが行わされるようになっている。   As a result, the handrail bracket 10 is placed along the side surfaces of the front end portions of the plates 2, 2 adjacent to the left and right, and then the rods 12, 12 are inserted into the holes 2 A, 2 A of the plates 22, respectively. Through the rod insertion hole. Finally, the lock pins 23 and 23 provided on the rods 12 and 12 are respectively inserted into the holes 21 of the stopper 16 to prevent the rods 12 and 12 from coming off.

これにより隣接する一対の板2,2が左右たる長手方向に結合され、同様の結合を続けることにより単一の足場Aを長手方向に沿って任意の数だけ連設し、工事用の屋根面P,Qの面積に対応させるようになっている。   As a result, a pair of adjacent plates 2 and 2 are joined in the longitudinal direction which is left and right, and by continuing the same joining, an arbitrary number of single scaffolds A are continuously provided along the longitudinal direction. It corresponds to the areas of P and Q.

上記のソケット11には縦支柱7の下部が差し込まれ、ソケット11と縦支柱7に設けた孔に挿入したロックピン24で両者が結合される。   The lower part of the vertical column 7 is inserted into the socket 11, and the socket 11 and the lock pin 24 inserted in the holes provided in the vertical column 7 are coupled to each other.

手摺用ブラケット10と止め具16とが最終の足場Aの端部に保持された場合、これらの手摺用ブラケット10と止め具16の各引掛片17,19の孔22に吊りワイヤ又はロープ23が止め片25を介して結合され、このワイヤ又はロープ23の他端は屋根P,Qの上方に設けた保持部材に結合され、保持部材にワイヤ又はローブ23を介して吊持ちさせることにより、足場Aが屋根の下方にずり落ちないようにしてより安全性を図っている。   When the handrail bracket 10 and the stopper 16 are held at the end of the final scaffold A, a suspension wire or rope 23 is provided in the holes 22 of the hook pieces 17 and 19 of the handrail bracket 10 and the stopper 16. The other end of the wire or rope 23 is connected to a holding member provided above the roofs P and Q, and the holding member is suspended through the wire or the lobe 23 to thereby secure a scaffold. A is safer by preventing A from sliding down the roof.

本発明の足場Aは、通常板2下面に粗面やリブ5を備えた補助シート6で滑り止めが施されているが、大きな衝撃等が作用して上記の滑り止め機構で耐えられないような場合が生じても上記ワイヤ又はロープ23で保持されて下方に落下しないようにしている。   In the scaffold A of the present invention, the slip is usually prevented by the auxiliary sheet 6 having the rough surface and the ribs 5 on the lower surface of the plate 2, but it cannot be withstood by the above-described anti-slip mechanism due to a large impact or the like. Even if this happens, it is held by the wire or rope 23 so that it does not fall downward.

尚、図3,図4に示すように、足場Aの下方には金網等らなる防護用の板、壁Rが取付けられており、屋根の上方から工具、建材が落下したり、あやまって作業者が滑り落ちたりしてもこれらを受け取ってそれ以下地上に落下するのを防止するようにしている。   As shown in FIGS. 3 and 4, a protective plate such as a wire mesh and a wall R are attached below the scaffold A, and tools and building materials fall from the top of the roof. Even if a person slips, they receive them and prevent them from falling to the ground.

(A)本発明の一実施の形態にかかる屋根工事用足場の平面図である。(A) It is a top view of the scaffold for roof construction concerning one embodiment of the present invention.

(B)同じく正面図である。
(A)単一の屋根工事用足場の拡大平面図である。
(B) It is a front view similarly.
(A) It is an enlarged plan view of a single roof construction scaffold.

(B)同じく正面図である。
(A)神社の屋根に取付けた状態の屋根工事用足場の正面図である。
(B) It is a front view similarly.
(A) It is a front view of the scaffold for roof construction of the state attached to the roof of a shrine.

(B)同じく平面図である。
(A)ドーム球場の屋根に取付けた状態の屋根工事用の正面図である。
(B) It is a top view similarly.
(A) It is a front view for roof construction of the state attached to the roof of a dome stadium.

(B)同じく平面図である。
(A)単一の足場の端部に手摺用ブラケットを取付けた状態の拡大平面図である。
(B) It is a top view similarly.
(A) It is an enlarged plan view of the state which attached the bracket for handrails to the edge part of a single scaffold.

(B)同じく正面図である。
ステップの拡大正面図である。 ステップに対する作業者の踏み込み状態を示す正面図である。 (A)止め具の拡大背面図である。
(B) It is a front view similarly.
It is expanding Taisho view of steps. It is a front view which shows the operator's stepping-on state with respect to a step. (A) It is an enlarged rear view of a stopper.

(B) ロッドと手摺用ブラケットの拡大平面図である。   (B) It is an enlarged plan view of a rod and a handrail bracket.

(C) 手摺用ブラケットの拡大正面図である。   (C) It is an enlarged front view of the bracket for handrails.

符号の説明Explanation of symbols

2 板
3 ステップ
4,5 リブ
6 補助シート
7 縦支柱
8 横支柱
9 ブレス
10 手摺用ブラケット
11 ソケット
12 ロッド
A 足場
P,Q 屋根面
2A ガイド孔
2 plate 3 step 4, 5 rib 6 auxiliary sheet 7 vertical support 8 horizontal support 9 breath 10 handrail bracket 11 socket 12 rod A scaffolding P, Q roof surface 2A guide hole

Claims (3)

屈曲自在な板と、この板の表面に複数隔設したステップとからなり、上記板の片側又は両側に手摺を起立している屋根工事用足場において、上記手摺が縦支柱と、この縦支柱の上下に端部を枢着した二本の横支柱とからなり、上記板の両端部に手摺用ブラケットを着脱自在に取付け、当該手摺用ブラケットに起立させたソケットに上記縦支柱を着脱自在に挿入させており、上記板の両端に短手方向に沿ってガイド孔を設け、上記手摺用ブラケットに上記ガイド孔に沿う二本のロッドを設け、隣接させた二つの上記板の各ガイド孔にそれぞれ上記ロッドを一本づつ挿入して上記板同士を長手方向に連設させている屋根工事用足場。 And bendable plate, Ri Do and a plurality spaced the step on the surface of the plate, the roof construction scaffolding that upright handrail on one or both sides of the plate, and the handrail longitudinal struts, the longitudinal struts It consists of two horizontal struts pivoted on the top and bottom of the board, and a handrail bracket is detachably attached to both ends of the plate, and the vertical strut can be removably attached to a socket that stands on the handrail bracket The guide holes are provided along the short direction at both ends of the plate, two rods along the guide hole are provided in the handrail bracket, and the guide holes of the two adjacent plates are provided in the guide holes. A roof construction scaffold in which the rods are inserted one by one and the plates are connected in the longitudinal direction. 上記板がゴム,軟性な合成樹脂その他の可撓性材料で成形され、上記ステップが断面山形状に形成されていると共に表面に滑り止めが施されている請求項1に記載の屋根工事用足場。 The roof construction scaffold according to claim 1, wherein the plate is formed of rubber, a soft synthetic resin, or other flexible material, and the step is formed in a cross-sectional mountain shape and has a non-slip surface. . 上記ステップに対応する上記板の下面に滑り止めを施した補助シートが設けられている請求項1又は2に記載の屋根工事用足場。 The scaffold for roof construction according to claim 1 or 2, wherein an auxiliary sheet is provided on the lower surface of the plate corresponding to the step .
JP2005175974A 2005-06-16 2005-06-16 Scaffold for roof construction Active JP4641871B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160141678A (en) * 2015-06-01 2016-12-09 정태호 work safety scaffolding for installation in roof structure

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4828335B2 (en) * 2006-07-12 2011-11-30 セフトグリーンエンジニアリング株式会社 Scaffolding for slope construction
JP6216132B2 (en) * 2013-03-25 2017-10-18 技研金物株式会社 Push-pull tablet
KR101773563B1 (en) * 2015-10-23 2017-08-31 송달영 Non-slip mat for worker on loop pannel of train

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5749131U (en) * 1980-09-04 1982-03-19
JPH01130443U (en) * 1988-02-22 1989-09-05
JPH0334390U (en) * 1989-08-09 1991-04-04
JPH0533480A (en) * 1991-08-02 1993-02-09 Sekisui Chem Co Ltd Scaffold for roof
JPH0519437U (en) * 1991-08-06 1993-03-12 大成建設株式会社 Scaffolding device for slope work
JP2003206610A (en) * 2002-01-10 2003-07-25 Pica Corp Handrail device

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5749131U (en) * 1980-09-04 1982-03-19
JPH01130443U (en) * 1988-02-22 1989-09-05
JPH0334390U (en) * 1989-08-09 1991-04-04
JPH0533480A (en) * 1991-08-02 1993-02-09 Sekisui Chem Co Ltd Scaffold for roof
JPH0519437U (en) * 1991-08-06 1993-03-12 大成建設株式会社 Scaffolding device for slope work
JP2003206610A (en) * 2002-01-10 2003-07-25 Pica Corp Handrail device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160141678A (en) * 2015-06-01 2016-12-09 정태호 work safety scaffolding for installation in roof structure
KR101966440B1 (en) 2015-06-01 2019-04-05 정태호 work safety scaffolding for installation in roof structure

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