JP3865423B2 - Assembled temporary passage - Google Patents

Assembled temporary passage Download PDF

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Publication number
JP3865423B2
JP3865423B2 JP30976495A JP30976495A JP3865423B2 JP 3865423 B2 JP3865423 B2 JP 3865423B2 JP 30976495 A JP30976495 A JP 30976495A JP 30976495 A JP30976495 A JP 30976495A JP 3865423 B2 JP3865423 B2 JP 3865423B2
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Japan
Prior art keywords
side steel
locking
locking hole
passage
members
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Expired - Fee Related
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JP30976495A
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Japanese (ja)
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JPH09125690A (en
Inventor
好宏 與那原
正和 八巻
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Taisei Corp
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Taisei Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、建築中の建物の複数の水平鋼材の突出端部に沿って仮設通路を容易に組立られるようにした組立式仮設通路に関する
【0002】
【従来の技術】
建築物の施工中は、外壁作業などのために建物外部に足場が組まれ、また資材の搬送のためにその足場に足場板を水平に固定させて、仮設通路にしている。このような仮設通路は、パイプ材をクランプで連結固定して足場を組み上げ、足場の各水平パイプ間に順に足場板を掛け渡して仮設通路にしている。
【0003】
【発明が解決しようとする課題】
上記従来の仮設通路では、パイプで足場を組立てて、その足場の水平部材に足場板を掛け渡して仮設通路にしているので、足場を組立てるためのスペースが建築物の周囲に必要であるとともに、足場の組立て作業に多くの人手を要するという問題がある。
そこで本発明は、パイプで足場を組立てるスペースがないような場合でも容易に仮設通路を建築中の建物周囲に設けられるようにするとともに、仮設通路を簡単かつ容易に組立られるようにすることを目的とする。
【0004】
【課題を解決するための手段】
本発明は、建築中建物の複数の水平鋼材の突出端部に沿って仮設する組立式仮設通路であって、上記目的を達成したものである。その仮設通路は、断面コ字形で断面の開口側が外側となるように前記複数の水平鋼材の突出端部に沿って通路幅間隔で2列に配置される側面鋼材と、前記側面鋼材の長手方向内側面に適宜間隔で設けられ、上から下に向かう孔を有する係止孔部材と、前記側面鋼材の長手方向上面に適宜間隔で設けられ、手摺の支柱が差し込まれる孔と、通路幅間隔に配置した一対の側面鋼材のそれぞれの内側面に設けた係止孔部材に着脱可能に差し込まれる係止片を両端に有する棒状の連結材と、2列に配列された側面鋼材の一対の係止孔部材に長手方向に沿って順に両端が係止される隣合う連結材に、掛け渡される足場板と、から構成した。また、長手方向に隣合う2つの側面鋼材の間に、側面鋼材の断面より少し小さな断面コ字形の連結部材を配置して、2つの側面鋼材をボルトによって連結することにより、側面鋼材を長く連結することができる。さらに、側面鋼材の一端の起立面と下面のそれぞれに係止孔を設け、側面鋼材の他端の起立面に係止孔を設けるとともに、下面に前記下面の係止孔に挿入される係止突片を設け、かつ前記2つの起立面の係止孔に挿入される係止片を有する係止部材を設けることにより、側面鋼材を長く連結することができる。
【0005】
上記の組立式仮設通路を、建築中建物の床を支持する複数の水平鋼材の突出端部に沿って仮設する場合は、複数の水平鋼材の突出端部に沿って側面鋼材を、通路幅間隔に2列に配置し、2列の側面鋼材の一対の係止孔部材に次々に連結材の両端係止片を差し込んで、2列の側面鋼材を所定間隔に連結する。次に、クランプなどを使用して側面鋼材を前記突出端部に固定し、さらに前記の各連結材のうち隣合う2つの間に足場板を次々に掛け渡し、その後に、両側の側面鋼材の長手方向上面に設けた孔に手摺の支柱を差し込んで固定すれば、建築中建物の周囲に仮設通路を組立てて設けることができる。このように、建物の水平鋼材の突出端部に仮設通路を支持させることにより、建物周囲に足場を組立てるスペースがない場合でも、仮設通路を設けることができ、しかも仮設通路を簡単かつ容易に組立てることができる。さらに、側面鋼材を長く連結する場合、連結部材の両端を両側の側面鋼材の断面コ字形の内部に重ねて配置し、ボルトにより固定することで2つの側面鋼材を長手方向に連結したり、側面鋼材の一端に2つの係止孔を設けるとともに、他端に係止孔と係止突片を設けておくことにより、長手方向に2つの側面鋼材を配置して片側の側面鋼材の一方の係止孔には、他方の係止突片を挿入し、残りの係止孔には係止部材の係止片を挿入することで2つの側面鋼材を長手方向に連結したりすることができる。
【0006】
【発明の実施の形態】
本発明の仮設通路の実施例を図1〜図4により説明する。
組立式仮設通路は、建築中建物の床を支持する複数の水平鋼材(例えばI型鋼)の突出端部1に沿って設けるものであり、水平鋼材の突出端部1に通路幅間隔で2列に固定する側面鋼材2と、前記の一対の側面鋼材2の間を所定間隔に連結する連結材4と、前記の連結材4に支持される足場板5とで構成し、それらを容易に仮設通路に組立てられるようになっている。
【0007】
側面鋼材2は、図1に示されるように、断面コ字形で直線的に長い形状に形成され、その側面鋼材2は断面の開口側が外側となるように水平鋼材の突出端部1に沿って2列に配置されて使用される。そして、側面鋼材2の内側面に、係止孔部材6が側面鋼材2の長手方向に適宜間隔で複数設けられている。係止孔部材6は、上面が開口して上から下に向かう孔を有し、後記する連結材4の係止片4aが着脱可能に差し込めるようになっている。係止孔部材6の上端位置は側面鋼材2の上端から少し下の位置とされ、後記するように足場板5を掛け渡した状態で、側面鋼材2の上部が足場板5より上方に突出して側板として機能するようになっている。なお、係止孔部材6の孔は断面四角形にされているが、その他の断面形状にすることも可能である。また側面鋼材2は、断面コ字形に形成されていたが、I型鋼やH型鋼や断面四角形に加工した鋼材でも適用可能である。
【0008】
また側面鋼材2は、上面の長手方向に適宜間隔で複数の孔7が設けられ、各孔7の下側に支柱支持筒8が設けられて、前記孔7から下に向かって手摺9の支柱9aを差し込んで固定できるようになっている。手摺9は図4に示すように、支柱9aの上部に水平方向に長さ調整できる手摺棒9bが設けられており、支柱9aの下部は支柱支持筒8に挿入できるように少し細く形成されている。なお、手摺の支柱9aの下部は、外径を大小に調整できる公知の外径調整軸に形成してもよい。
【0009】
仮設通路は、複数の水平鋼材の突出端部1に沿って長く設けられるので、側面鋼材2は図3に示すように連結する必要があり、その場合、長手方向に隣合う2つの側面鋼材2の間に、側面鋼材の断面より少し小さな断面コ字形の連結鋼材10を配置し、ボルト11により連結できるようになっている。なお、連結鋼材10の両端は両側の側面鋼材2の断面コ字形部の内部に重ねて配置され、両者に設けられている複数のボルト孔を長さ調整することにより一致させて、ボルト11により固定できるようになっている。
【0010】
側面鋼材2を長手方向に連結するためには、図5に示すように、側面鋼材2の一端に断面L字形のブラケットを溶接するか側面鋼材を切欠いて、側面鋼材2の起立面2aと下面2bにそれぞれ係止孔21、22を設けるとともに、他端の起立面2aに係止孔23を設けかつ下面2bに係止突片24を設けさらに上面にピン孔25eを設け、係止部材25により長手方向に隣接する2つの側面鋼材2を連結できるようにしてもよい。なお、図5の側面鋼材2は、断面コ字形の両端にさらに前記起立面と平行な突片2cが設けられている。また、係止部材25は、断面L字形のブラケット25aの一方の片部に垂直に係止片25bが突設され、さらにその係止片25bとそれに平行なブラケット25aの片部にそれぞれピン孔25c、25dが設けられ、それらピン孔に挿入されるピン26が鎖を介してブラケット25aに取付けられている。
そして、長手方向に配置した2つの側面鋼材2を連結する時は、一方の側面鋼材の端部の係止突片24を他方の側面鋼材の下面の係止孔22に上から挿入し、係止部材25を図の矢印Aのように押し込んで係止片25bを両者の起立面の係止孔21、23に挿入し、さらにピン26をピン孔25d、25e、25cに挿入して連結する。この状態では係止突片24とピン26との向きが、係止片25bに対し直交方向となるので容易には抜け出すことがなく、強固に連結することができる。
【0011】
また、通路幅間隔に配置した一対の側面鋼材2の間隔を保持するため、図3(c)に示すようにX字状に補強材12で連結するようになっている。そのため補強材12の両端には係止孔が設けられ、その係止孔が側面鋼材2に設けられている抜け止め付きピンに係合できるようになっている。
【0012】
連結材4は、図1に示されているように、棒材の両端に係止片4aが下方に突設され、その係止片4aが側面鋼材の係止孔部材6の孔に係合できるようになっている。係止片4aは、係止孔部材6の孔断面に対応させて断面四角形に形成され、先端は少し細くして差し込み易くしている。また連結材4は断面四角形であるが、断面丸形などにして、足場板5の端部のフック5aを係合しやすくしてもよく、また係止片4aも係止孔部材6に対応させた断面形状にすることができる。
上記の連結剤4は、長さが一定のものであったが、図6に示すように中央部を二重筒に形成して長さ調節できるようにし、二重筒部分の複数の孔4bの適宜位置にピンなどを差し込んで長さを固定することにより、通路幅を変更調節することができるようにしてもよい。
足場板5は、図2(b)に示すように、細長い板部の両端にそれぞれフック5aが2つ設けられており、両側のフック5aを一対の側面鋼材2の間に配置されている前記連結材4に係合させて、通路床を形成できるようになっている。
【0013】
上記の組立式仮設通路を構成する側面鋼材2と連結材4と足場板5とを使用して、建築中の建物の外壁周囲に仮設通路を設ける場合は、建築中建物の複数の水平鋼材の突出端部1の上に沿って側面鋼材2を通路間隔に2列に配置し、両側の側面鋼材2の係止孔部材6に連結材4の両端の係止片4aをそれぞれ挿入して、側面鋼材2を通路幅間隔に連結する。次いでクランプなどにより側面鋼材2を水平鋼材の突出端部1に固定する。なお仮設通路が側面鋼材2より長い場合は、長手方向に隣合う側面鋼材2を連結鋼材10を介してボルト11により連結し、前記のように連結材4で通路幅間隔に連結する。
【0014】
次に、足場板5の両端のフック5aを隣合う連結材4に係止させて通路床にする。なお本実施例では3枚の足場板5を1つの連結材4に係止させて、3枚の足場板の合計幅の通路にした。さらに、通路幅間隔に配置した両側の側面鋼材2の各支柱支持筒8に手摺の支柱9aを差し込んで固定することにより仮設通路の両側に手摺9を設けることができる。このように組み立てることにより、建築中の建物周囲に仮設通路を設けることができる。
【0015】
【発明の効果】
本発明の組立式仮設通路は、建築中建物の複数の水平鋼材の突出端部の上に側面鋼材を2列に配置して、両側の側面鋼材の係止孔部材に連結材の両端の係止片を差し込むだけで、両側の側面鋼材を通路幅間隔に固定でき、その状態で側面鋼材を水平鋼材の突出端部に固定して、各連結材の間に足場板を掛け渡すようにしているので、仮設通路の組立が容易である。また側面鋼材を水平鋼材の突出端部に支持させるので、建物の外周に足場を組立てるスペースがない場合でも仮設通路を設けることができる。さらに、長手方向に配置した2つの側面鋼材は係止部材により強固に連結でき、安全である。
【図面の簡単な説明】
【図1】本発明の組立式仮設通路における通路部分の足場板を配置する前の状態の斜視図である。
【図2】組立式仮設通路の横断面図(a)と、足場板の斜視図(b)である。
【図3】組立式仮設通路の正面図(a)と、側面鋼材の連結部部分の部分正面図(b)と、足場板を取付ける前の状態の仮設通路の平面図である。
【図4】側面鋼材に手摺を設けた状態の仮設通路の正面図である。
【図5】側面鋼材の連結部分の別実施例を示す斜視図である。
【図6】連結材の別実施例の斜視図である。
【符号の説明】
2 側面鋼材
4 連結材
5 足場板
6 係止孔部材
8 支柱支持筒
9 手摺
25 係止部材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an assembly-type temporary passage in which a temporary passage can be easily assembled along protruding end portions of a plurality of horizontal steel members of a building under construction.
[Prior art]
During construction of the building, a scaffold is built outside the building for work on the outer wall, and a scaffold plate is fixed horizontally to the scaffold for transporting materials to form a temporary passage. In such a temporary passage, a scaffold is assembled by connecting and fixing pipe members with clamps, and a scaffold plate is sequentially placed between the horizontal pipes of the scaffold to form a temporary passage.
[0003]
[Problems to be solved by the invention]
In the above-described conventional temporary passage, a scaffold is assembled with pipes, and a scaffold plate is hung over a horizontal member of the scaffold to form a temporary passage. There is a problem that a lot of manpower is required to assemble the scaffold.
Accordingly, an object of the present invention is to make it possible to easily provide a temporary passage around a building under construction even when there is no space for assembling a scaffold with pipes, and to easily and easily assemble the temporary passage. And
[0004]
[Means for Solving the Problems]
The present invention is an assembly-type temporary passage that is temporarily installed along protruding end portions of a plurality of horizontal steel members of a building under construction, and achieves the above object. Its temporary passage, and side steel opening side of the cross-section in a U-shaped section is Ru are arranged in two rows in the passage width intervals along the projecting end of said plurality of horizontal steel so that the outer, longitudinal direction of the side steel An engagement hole member provided at an appropriate interval on the inner side surface and having holes extending from top to bottom, a hole provided at an appropriate interval on the upper surface in the longitudinal direction of the side surface steel material, and a hole into which a handrail column is inserted, and a passage width interval A pair of bar-shaped connecting members each having a locking piece detachably inserted into a locking hole member provided on each inner side surface of the pair of side steel members arranged, and a pair of side steel members arranged in two rows A scaffold plate spanned on adjacent connecting members whose ends are locked in order along the longitudinal direction of the hole member. Moreover , between two side steel materials adjacent to each other in the longitudinal direction, a connecting member having a U-shaped cross section slightly smaller than the cross section of the side steel material is arranged, and the two side steel materials are connected by bolts, thereby connecting the side steel materials longer. can do. Furthermore, a locking hole is provided in each of the standing surface and the lower surface of one end of the side steel material, a locking hole is provided in the standing surface of the other end of the side steel material, and the locking is inserted into the lower surface locking hole on the lower surface. By providing a protruding piece and a locking member having a locking piece to be inserted into the locking holes of the two upstanding surfaces, the side steel members can be connected long.
[0005]
When the above-mentioned assembly-type temporary passage is temporarily installed along the protruding ends of a plurality of horizontal steel members that support the floor of the building under construction, the side steel materials are disposed along the protruding end portions of the plurality of horizontal steel materials, and the width of the passage Are arranged in two rows, and both end locking pieces of the connecting material are successively inserted into the pair of locking hole members of the two rows of side steel materials, and the two rows of side steel materials are connected at a predetermined interval. Next, the side steel material is fixed to the protruding end portion using a clamp or the like, and the scaffolding plates are successively passed between two adjacent ones of the connecting members, and then the side steel materials on both sides are If a handrail post is inserted and fixed in a hole provided in the upper surface in the longitudinal direction , a temporary passage can be assembled and provided around the building under construction. In this way, by supporting the temporary passage at the protruding end of the horizontal steel material of the building, the temporary passage can be provided even when there is no space for assembling the scaffolding around the building, and the temporary passage can be assembled easily and easily. be able to. Furthermore, when connecting side steel materials long , both ends of the connecting member are placed inside the U-shaped cross section of the side steel materials on both sides and fixed with bolts to connect the two side steel materials in the longitudinal direction, By providing two locking holes at one end of the steel material and by providing locking holes and locking protrusions at the other end, two side steel members are arranged in the longitudinal direction, and one of the side steel materials on one side is engaged. the stop hole, inserting the other of the locking protrusion and the remaining engaging hole may be or connecting the two side steel by inserting the locking piece of the locking member in the longitudinal direction.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
An embodiment of the temporary passage according to the present invention will be described with reference to FIGS.
The assembly-type temporary passages are provided along the protruding end portions 1 of a plurality of horizontal steel materials (for example, I-shaped steel) that support the floor of the building under construction, and are arranged in two rows at the protruding width portions 1 of the horizontal steel materials at a passage width interval. A side steel material 2 fixed to the base material, a connecting material 4 connecting the pair of side steel materials 2 at a predetermined interval, and a scaffolding plate 5 supported by the connecting material 4, which are easily installed temporarily. It can be assembled in the passage.
[0007]
As shown in FIG. 1, the side steel 2 is formed in a linearly long shape with a U-shaped cross section, and the side steel 2 is along the protruding end 1 of the horizontal steel so that the opening side of the cross section is the outside. Used in two rows. A plurality of locking hole members 6 are provided on the inner side surface of the side steel material 2 at appropriate intervals in the longitudinal direction of the side steel material 2. The locking hole member 6 has a hole opened from the top to the bottom, and a locking piece 4a of the connecting member 4 to be described later can be detachably inserted. The upper end position of the locking hole member 6 is a position slightly below the upper end of the side steel member 2, and the upper part of the side steel member 2 projects upward from the scaffold plate 5 in a state where the scaffold plate 5 is spanned as described later. It functions as a side plate. In addition, although the hole of the locking hole member 6 has a square cross section, other cross sectional shapes are also possible. Moreover, although the side steel material 2 was formed in the cross-sectional U shape, it can apply also to the steel material processed into I-shaped steel, H-shaped steel, or a cross-sectional square shape.
[0008]
Further, the side steel material 2 is provided with a plurality of holes 7 at appropriate intervals in the longitudinal direction of the upper surface, and a column support cylinder 8 is provided below each hole 7 so that the column of the handrail 9 extends downward from the hole 7. 9a can be inserted and fixed. As shown in FIG. 4, the handrail 9 is provided with a handrail bar 9 b whose length can be adjusted in the horizontal direction at the upper part of the support column 9 a, and the lower part of the support column 9 a is formed to be a little thin so that it can be inserted into the support column 8. Yes. In addition, you may form the lower part of the support | pillar 9a of a handrail in the well-known outer diameter adjustment axis | shaft which can adjust an outer diameter in size.
[0009]
Since the temporary passage is provided long along the protruding end portions 1 of a plurality of horizontal steel materials, the side steel materials 2 need to be connected as shown in FIG. 3, and in that case, the two side steel materials 2 adjacent in the longitudinal direction are required. A connecting steel material 10 having a U-shaped cross section that is slightly smaller than the cross section of the side steel material is arranged between them and can be connected by bolts 11. Note that both ends of the connecting steel material 10 are placed inside the U-shaped cross-sections of the side steel materials 2 on both sides, and the bolts 11 are made to coincide by adjusting the lengths of a plurality of bolt holes provided on both sides. It can be fixed.
[0010]
In order to connect the side steel members 2 in the longitudinal direction, as shown in FIG. 5, a bracket having an L-shaped cross section is welded to one end of the side steel members 2 or the side steel members are notched, and the standing surface 2 a and the bottom surface of the side steel members 2 are 2b is provided with locking holes 21 and 22, respectively, a locking hole 23 is provided on the standing surface 2a at the other end, a locking protrusion 24 is provided on the lower surface 2b, and a pin hole 25e is provided on the upper surface. Thus, the two side steel materials 2 adjacent in the longitudinal direction may be connected. In addition, the side steel material 2 of FIG. 5 is further provided with protruding pieces 2c parallel to the standing surface at both ends of the U-shaped cross section. In addition, the locking member 25 has a locking piece 25b projecting perpendicularly to one part of a bracket 25a having an L-shaped cross section, and a pin hole formed in the locking piece 25b and a part of the bracket 25a parallel to the locking piece 25b. 25c and 25d are provided, and a pin 26 inserted into the pin holes is attached to the bracket 25a via a chain.
And when connecting the two side surface steel materials 2 arranged in the longitudinal direction, the locking protrusions 24 at the end of one side surface steel material are inserted from above into the locking holes 22 on the lower surface of the other side surface steel material. The stop member 25 is pushed in as shown by the arrow A in the figure, and the locking piece 25b is inserted into the locking holes 21 and 23 on both standing surfaces, and the pin 26 is further inserted into the pin holes 25d, 25e, and 25c and connected. . In this state, since the direction of the locking protrusion 24 and the pin 26 is orthogonal to the locking piece 25b, the locking protrusion 24 and the pin 26 do not easily come out and can be firmly connected.
[0011]
Moreover, in order to maintain the space | interval of a pair of side surface steel material 2 arrange | positioned at channel | path width | variety space | interval, as shown in FIG.3 (c), it connects with the reinforcing material 12 in X shape. Therefore, a locking hole is provided at both ends of the reinforcing member 12 so that the locking hole can be engaged with a retaining pin provided in the side steel material 2.
[0012]
As shown in FIG. 1, the connecting member 4 has locking pieces 4a projecting downward at both ends of the bar, and the locking pieces 4a engage with the holes of the locking hole member 6 of the side steel material. It can be done. The locking piece 4a is formed in a quadrangular cross section corresponding to the hole cross section of the locking hole member 6, and its tip is slightly narrowed to facilitate insertion. The connecting member 4 has a quadrangular cross section, but may have a round cross section so that the hook 5a at the end of the scaffold plate 5 can be easily engaged. The locking piece 4a also corresponds to the locking hole member 6. The cross-sectional shape can be made.
The connecting agent 4 has a constant length, but as shown in FIG. 6, the central part is formed in a double cylinder so that the length can be adjusted, and a plurality of holes 4b in the double cylinder part are provided. The passage width may be changed and adjusted by inserting a pin or the like at an appropriate position and fixing the length.
As shown in FIG. 2 (b), the scaffold plate 5 is provided with two hooks 5 a at both ends of the elongated plate portion, and the hooks 5 a on both sides are disposed between the pair of side surface steel members 2. The passage floor can be formed by engaging with the connecting member 4.
[0013]
In the case where a temporary passage is provided around the outer wall of a building under construction using the side steel member 2, the connecting member 4, and the scaffolding plate 5 constituting the assembly type temporary passage, a plurality of horizontal steel members of the building under construction are provided. Side steel materials 2 are arranged in two rows at the passage interval along the projecting end portion 1, and the locking pieces 4a at both ends of the connecting material 4 are inserted into the locking hole members 6 of the side steel materials 2 on both sides, respectively. The side steel material 2 is connected to the passage width interval. Next, the side steel 2 is fixed to the protruding end 1 of the horizontal steel by a clamp or the like. In addition, when a temporary channel | path is longer than the side surface steel material 2, the side surface steel material 2 adjacent to a longitudinal direction is connected with the volt | bolt 11 via the connection steel material 10, and it connects with a passage width space | interval with the connection material 4 as mentioned above.
[0014]
Next, the hooks 5a at both ends of the scaffold plate 5 are engaged with the adjacent connecting members 4 to form a passage floor. In this embodiment, three scaffold plates 5 are locked to one connecting member 4 to form a passage having a total width of the three scaffold plates. Furthermore, the handrail 9 can be provided on both sides of the temporary passage by inserting and fixing the handrail support 9a to each support column 8 of the side steel material 2 on both sides disposed at the passage width interval. By assembling in this way, a temporary passage can be provided around the building under construction.
[0015]
【The invention's effect】
The assembly-type temporary passage according to the present invention includes two rows of side steel members on the protruding end portions of a plurality of horizontal steel members in a building under construction, and the engagement holes of the side steel members on both sides are connected to both ends of the connecting material. By simply inserting the stop piece, the side steel members on both sides can be fixed at the passage width interval. In this state, the side steel members are fixed to the protruding end of the horizontal steel member, and the scaffolding plate is hung between the connecting members. Therefore, the temporary passage can be easily assembled. Further, since the side steel material is supported by the protruding end portion of the horizontal steel material, the temporary passage can be provided even when there is no space for assembling the scaffolding on the outer periphery of the building. Furthermore, the two side surface steel members arranged in the longitudinal direction can be firmly connected by the locking member, which is safe.
[Brief description of the drawings]
FIG. 1 is a perspective view of a state before placing a scaffolding plate of a passage portion in an assembly-type temporary passage according to the present invention.
FIG. 2 is a cross-sectional view (a) of an assembly-type temporary passage and a perspective view (b) of a scaffold plate.
FIG. 3A is a front view of an assembling-type temporary passage, FIG. 3B is a partial front view of a connecting portion portion of a side steel material, and a plan view of the temporary passage before a scaffold plate is attached.
FIG. 4 is a front view of a temporary passage in a state where a handrail is provided on a side steel material.
FIG. 5 is a perspective view showing another embodiment of a connecting portion of side steel materials.
FIG. 6 is a perspective view of another embodiment of a connecting member.
[Explanation of symbols]
2 Side steel material 4 Connecting material 5 Scaffold plate 6 Locking hole member 8 Support column 9 Handrail 25 Locking member

Claims (3)

建築中建物の複数の水平鋼材の突出端部に沿って仮設する仮設通路であって、断面コ字形で断面の開口側が外側となるように前記複数の水平鋼材の突出端部に沿って通路幅間隔で2列に配置される側面鋼材と、前記側面鋼材の長手方向内側面に適宜間隔で設けられ、上から下に向かう孔を有する係止孔部材と、前記側面鋼材の長手方向上面に適宜間隔で設けられ、手摺の支柱が差し込まれる孔と、通路幅間隔に配置した一対の側面鋼材のそれぞれの内側面に設けた係止孔部材に着脱可能に差し込まれる係止片を両端に有する棒状の連結材と、2列に配列された側面鋼材の一対の係止孔部材に長手方向に沿って順に両端が係止される隣合う連結材に、掛け渡すようにした足場板と、からなることを特徴とする組立式仮設通路。Temporary passages that are temporarily installed along the protruding ends of a plurality of horizontal steel members of a building under construction, the passage widths along the protruding ends of the plurality of horizontal steel members so that the opening side of the cross section is outside in a U-shaped section. and side steel that will be arranged in two rows at intervals, the side provided at appropriate intervals in the longitudinal direction in the side surface of the steel material, the locking hole member having a hole from top to bottom, as appropriate in the longitudinal direction the upper surface of the side steel A rod-like shape that is provided at both ends with a hole that is inserted at intervals and into which a handrail column is inserted, and a locking piece that is detachably inserted into a locking hole member provided on each inner surface of a pair of side surface steel members arranged at a passage width interval And a scaffolding plate adapted to span between adjacent coupling members whose ends are locked in order along the longitudinal direction of the pair of locking hole members of side steel materials arranged in two rows. An assembly-type temporary passage characterized by that. 長手方向に隣合う2つの側面鋼材の間に、側面鋼材の断面より少し小さな断面コ字形の連結部材を配置して、2つの側面鋼材をボルトによって連結することを特徴とする請求項1に記載の組立式仮設通路。 2. A connecting member having a U-shaped cross section slightly smaller than the cross section of the side steel material is arranged between two side steel materials adjacent in the longitudinal direction, and the two side steel materials are connected by bolts. Assembling-type temporary passage. 側面鋼材の一端の起立面と下面のそれぞれに係止孔が設けられ、側面鋼材の他端の起立面に係止孔が設けられるとともに、下面に前記下面の係止孔に挿入される係止突片が設けられ、さらに前記2つの起立面の係止孔に挿入される係止片を有する係止部材が設けられていることを特徴とする請求項1に記載の組立式仮設通路。A locking hole is provided in each of the standing surface and the lower surface of one end of the side steel material, and a locking hole is provided in the standing surface of the other end of the side steel material, and the lower surface is inserted into the locking hole in the lower surface. protrusion is provided, prefabricated temporary passage according to claim 1, characterized in that the locking member is provided further comprising a locking piece that is inserted into the locking hole of said two standing surfaces.
JP30976495A 1995-11-02 1995-11-02 Assembled temporary passage Expired - Fee Related JP3865423B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30976495A JP3865423B2 (en) 1995-11-02 1995-11-02 Assembled temporary passage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30976495A JP3865423B2 (en) 1995-11-02 1995-11-02 Assembled temporary passage

Publications (2)

Publication Number Publication Date
JPH09125690A JPH09125690A (en) 1997-05-13
JP3865423B2 true JP3865423B2 (en) 2007-01-10

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Publication number Priority date Publication date Assignee Title
JP5468319B2 (en) * 2009-07-02 2014-04-09 ジャパン スチールス グループ株式会社 Skirting board for temporary work table
CN104370205A (en) * 2013-08-14 2015-02-25 中影电影数字制作基地有限公司北京器材租赁分公司 Lifting cage
CN103590594B (en) * 2013-11-14 2015-12-16 四川华铁钢结构有限公司 A kind of assembling packway
CN106522567A (en) * 2016-12-14 2017-03-22 绍兴明煌建材科技有限公司 Assembled folded discharging platform and construction mode thereof
KR200489643Y1 (en) * 2017-07-28 2019-07-17 한전케이피에스 주식회사 Safety footboard structure for repair passage

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