JP3865422B2 - Temporary passage - Google Patents

Temporary passage Download PDF

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JP3865422B2
JP3865422B2 JP30693995A JP30693995A JP3865422B2 JP 3865422 B2 JP3865422 B2 JP 3865422B2 JP 30693995 A JP30693995 A JP 30693995A JP 30693995 A JP30693995 A JP 30693995A JP 3865422 B2 JP3865422 B2 JP 3865422B2
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Japan
Prior art keywords
horizontal beam
horizontal
support member
passage
scaffold
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JP30693995A
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Japanese (ja)
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JPH09125712A (en
Inventor
好宏 與那原
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ジャパン スチールス インターナショナル株式会社
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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水平ビームを通路方向に設けて、その上に足場板を保持させるようにした仮設通路に関する
【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仮設でき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仮設する仮設通路であって、上記目的を達成したものである。その仮設通路は、前記水平鋼材の突出端部に沿って通路幅間隔で支持させる複数の水平ビーム材と、通路幅間隔に配置した一対の水平ビーム材の上に、その長手方向と直角に載置されるとともに、両端に各水平ビーム材の上端を挟持する挟持部を有しかつ、中央上面に足場板の支持面を有する足場板支持部材と、前記足場板支持部材に支持される複数の足場板とから構成した。
足場板支持部材は、通路幅間隔に配置した一対の水平ビーム材の間に配置され上面に足場板の支持面を有する四角形状の枠組と、枠組の上辺から両側に突出する両端突出部と、前記両端突出部から下方に突出される係止片とから構成され、四角形状の枠組の上部両端に支柱支持材を設けて手摺を保持できるようにした。長手方向に配置した隣合う2つの水平ビーム材の両端は、水平鋼材の突出端部に固定金具で固定できるようにし、その固定金具は水平鋼材の上フランジに着脱可能に構成した。
また水平ビーム材は、長手方向に伸縮可能に構成して、建築中建物の水平鋼材の端部に位置合わせできるようにすることができる。
【0005】
上記の仮設通路は、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水平ビーム材の端部を固定することにより、通路幅間隔に2列に水平ビームを配置して、一対の水平ビーム間に足場板支持部材を配置してその両端挟持部でそれぞれ水平ビーム材の上部を挟持する。さらに両側の水平ビーム材の間に棒状の支持材を掛け渡し、その支持材と足場板支持部材との上に足場板を掛け渡すことにより建物外周に仮設通路を設けることができる。なお、棒状の支持材は必ずしも一対の水平ビーム間に掛け渡さなくてもよく、その場合は、足場板支持部材により足場板を支持する。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、その作業も足場を組立てる従来例に比較して容易である。
【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5により説明する。
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列に固定する水平ビーム材2と、前記の一対の水平ビーム材2の間に固定させる足場板支持部材3及び棒状の支持材4と、前記足場板支持部材3と棒状の支持材4に支持される足場板5とで構成されている。
【0007】
水平ビーム材2は、図1に示されるように、上下2本の長い鋼材2aが連結材2bでトラス状に連結されており、上側の長い鋼材2aの両端に、それを水平鋼材の突出端部1にボルトで固定させるための孔が設けられている。そして、図1(b)に示すように水平鋼材の突出端部1に固定金具6を載せ、さらにその上に長手方向に配置された隣合う水平ビーム材2の両端部が載せられてボルト7により連結されるようになっている。なお固定金具6は、片側にI型鋼のフランジに係止させる係止片6aが設けられ、他側のブラケットに係止駒6bが軸6cの回りに回動可能に設けられ、係止駒6bをフランジに係止させた状態でピン6dにより係止駒6bを固定することにより、固定金具6を突出端部1に固定できるようにしている。
また、上下2本の長い鋼材2aは、ともに中央部2cと両端部2dとに分割されて、両端部が中央部に対してスライド可能に構成されている。そして、その中央部2cと両端部2dの重なる部分にともに適数個の孔2eが適宜間隔で設けられ、適宜位置で両者の孔を一致させてピン2fを通すことにより長さを固定して、水平ビーム2の両端を水平鋼材の突出端部1の位置に合わせられるようになっている。なお水平ビーム材2は図2に示されるように、その中央部2cに対し両端部2dがスライドできるように、連結材2bは内側と外側にずらした状態に配置されている。
【0008】
水平ビーム2の長手方向と直角に配置される足場板支持部材3は、通路幅間隔で配置した一対の水平ビーム材2の間に配置される四角形状の枠組3aの上辺の両側に突出部3bが設けられ、さらにその突出部3bの先端から下方に係止片3cが突出され、枠組3aの上部両端とその外側の突出部3bと係止片3cとで、挟持部を構成している。そしてその挟持部で、水平ビーム材2の上部を挟持することにより、足場板支持部材3を一対の水平ビーム2に固定でき、しかも一対の水平ビーム材2を所定間隔に保持できるようになっている。なお、足場板支持部材3の枠組3aの上面は足場板の支持面となり、四角形の枠組のはすかいとして補強材3dが設けられている。また足場板支持部材3の固定のために、前記挟持部に加えてボルトにより水平ビーム材2に固定させるようにしてもよい。
また足場板支持部材3は、枠組3aの上部両端に手摺支柱を支持する支柱支持材8が設けられ、その支柱支持材8は枠組3aの両端にそれを挟んで両側に計2本設けられ、それに手摺支柱を差し込んで保持できるとともに、支柱支持材8が枠組3aの上辺より上に突出されて、その部分で後記する足場板5が両横に移動するのを防止できるようになっている。
【0009】
棒状の支持材4は、図4(b)に示されるように、両端に下方への突片4aが設けられ、通路間隔に配置した一対の水平ビーム材2の上部間に配置され、突片4aをボルトにより水平ビームに固定することで、図4(a)に示す適宜間隔に複数本配置させる。また、通路間隔に配置した一対の水平ビーム材2は、図4に示すようにX字状に連結材9で連結され、2列の水平ビーム材2を所定間隔に保持できるようになっている。そして、2つの支持材4に図5に示す足場板5の両端フック5aを係止することで、水平ビーム2の長手方向に足場板5を例えば3列に掛け渡せられるようになっている。なお、図4の棒状の支持材4は、各柱状に形成されているが、丸棒など足場板5のフック5aが掛け易い断面形状の棒を適用できる。また足場板5は、棒状の支持材4に支持させた状態で、足場板支持部材3の上を覆った状態に配置され、足場板5は足場板支持部材3の上面によっても支持される。
【0010】
上記の仮設通路を形成する各部材を使用して、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に沿って水平ビーム材2を通路間隔に2列に配置して固定金具により図1(b)に示すように固定する。その場合、水平ビーム材2の両端が水平鋼材の突出端部1の位置に対応するように、長さが調整されてピン2fにより長さが固定されている。次に、一対の水平ビーム材2の間に複数の足場板支持部材3を適宜間隔で配置し、足場板支持部材3の挟持部を水平ビーム材2の上部に挟持させて固定する。また足場板支持部材3の位置に一致させないようにして、棒状の支持材4を適宜間隔で一対の水平ビーム材2の上に配置し、ピンまたはボルトで固定する。次に、足場板5の両端のフック5aを棒状の支持材4に係止して通路にする。さらに、足場板支持部材3の支柱支持材8に手摺支柱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を設けることができる。このようにして、建築中の建物周囲に仮設通路を設けることができる。
なお、前記では、足場板5を足場板支持部材3と棒状の支持材4に支持させたが、棒状の支持材4を使用することなく、足場板5の両端フック5aを足場板支持部材3の上部に係止させて、足場板5を支持するようにする。
【0011】
【発明の効果】
本発明の仮設通路は、建築中建物の水平鋼材の突出端部に水平ビーム材を取付けて、その長手方向に沿って足場板を掛け渡すようにしているので、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。また、水平ビームは、固定金具で容易に水平鋼材の突出端部に固定でき、足場板支持材は一対の水平ビーム材の上に配置するだけで固定が可能であり、仮設通路を容易に組立てることができ作業性がよい。
【図面の簡単な説明】
【図1】本発明の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側面図(a)と、水平ビーム材の連結部を示す拡大側面図(b)と、水平ビーム材の連結部の平面を示す拡大平面図(c)である。
【図2】図1のA−A線断面図である。
【図3】足場板支持部材の斜視図である。
【図4】通路間隔に配置した一対の水平ビーム材に棒状の支持材を配置した状態の平面図(a)と、棒状の支持材の斜視図(b)である。
【図5】足場板の斜視図である。
【符号の説明】
2 水平ビーム材
3 足場板支持部材
4 支持材
5 足場板
6 固定金具
8 支柱支持材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a temporary passage in which a horizontal beam is provided in the direction of the passage at the projecting ends of a plurality of horizontal steel members of a building under construction, and a scaffold plate is held thereon.
[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.
Therefore, the present invention aims 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 install a temporary passage. And
[0004]
[Means for Solving the Problems]
The present invention is a temporary passage temporarily provided at the protruding end portions of a plurality of horizontal steel members of a building under construction, and achieves the above object. The temporary passage is mounted on a plurality of horizontal beam members supported at a passage width interval along the protruding end portion of the horizontal steel material and a pair of horizontal beam members arranged at the passage width interval at a right angle to the longitudinal direction. A scaffolding plate support member having sandwiching portions for sandwiching the upper ends of the horizontal beam members at both ends, and having a support surface for the scaffolding plate on the central upper surface, and a plurality of scaffolding plate support members supported by the scaffolding plate support member Consists of scaffolding board.
The scaffolding plate support member is disposed between a pair of horizontal beam members arranged at a passage width interval and has a quadrangular frame structure having a support surface of the scaffolding plate on the upper surface, and both end protrusions projecting on both sides from the upper side of the frame; It is comprised from the latching piece protruded below from the said both-ends projection part, and provided with support | pillar support material in the upper both ends of a square-shaped frame so that a handrail could be hold | maintained. Both ends of two adjacent horizontal beam members arranged in the longitudinal direction can be fixed to the protruding end portion of the horizontal steel material with a fixing bracket, and the fixing bracket is configured to be detachable from the upper flange of the horizontal steel material.
Further, the horizontal beam material can be configured to be extendable and contractible in the longitudinal direction so that it can be aligned with the end of the horizontal steel material of the building under construction.
[0005]
The temporary passages described above are arranged such that horizontal beams are arranged in two rows in the passage width interval by fixing the end portions of the horizontal beam members along the protruding end portions of a plurality of horizontal steel materials that support the floor of the building under construction. The scaffolding plate support member is disposed between the pair of horizontal beams, and the upper portions of the horizontal beam members are clamped by the both-end clamping portions. Further, a temporary passage can be provided on the outer periphery of the building by spanning a rod-shaped support member between the horizontal beam members on both sides and spanning the scaffold plate on the support member and the scaffold plate support member. Note that the rod-shaped support member does not necessarily have to be spanned between a pair of horizontal beams. In this case, the scaffold plate is supported by the scaffold plate support member. In this way, by supporting the temporary passage on the protruding end of the horizontal steel material of the building, even if there is no space for assembling the scaffold around the building, the temporary passage can be provided, and the work is also a conventional example in which the scaffold is assembled. It is easy to compare.
[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 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 fixed to the protruding end portions 1 of the horizontal steel materials in two rows at a passage width interval. A horizontal beam member 2 to be fixed, a scaffolding plate support member 3 and a rod-like support member 4 fixed between the pair of horizontal beam members 2, and a scaffold supported by the scaffolding plate support member 3 and the rod-like support member 4 It consists of a plate 5.
[0007]
As shown in FIG. 1, the horizontal beam member 2 has two long steel members 2a on the upper and lower sides connected by a connecting member 2b in a truss shape, and is connected to both ends of the upper long steel member 2a at the protruding ends of the horizontal steel member. Holes for fixing the part 1 with bolts are provided. And as shown in FIG.1 (b), the fixing metal fitting 6 is mounted on the protrusion end part 1 of a horizontal steel material, and also the both ends of the adjacent horizontal beam material 2 arrange | positioned in a longitudinal direction are mounted on it, and it is bolt 7 It comes to be connected by. The fixing bracket 6 is provided with a locking piece 6a to be locked to a flange of I-shaped steel on one side, and a locking piece 6b is provided on the other bracket so as to be rotatable around a shaft 6c. The fixing bracket 6 can be fixed to the protruding end 1 by fixing the locking piece 6b with the pin 6d in a state in which is fixed to the flange.
Further, the upper and lower two long steel materials 2a are both divided into a center portion 2c and both end portions 2d, and both end portions are configured to be slidable with respect to the center portion. An appropriate number of holes 2e are provided at appropriate intervals in the overlapping portion of the central portion 2c and both end portions 2d, and the length is fixed by passing the pins 2f with the holes aligned at appropriate positions. The both ends of the horizontal beam 2 can be adjusted to the positions of the protruding end portions 1 of the horizontal steel material. As shown in FIG. 2, the horizontal beam member 2 is arranged in a state of being shifted inward and outward so that both end portions 2d can slide relative to the central portion 2c.
[0008]
The scaffolding plate support member 3 disposed at a right angle to the longitudinal direction of the horizontal beam 2 has protrusions 3b on both sides of the upper side of the rectangular frame 3a disposed between the pair of horizontal beam members 2 disposed at a passage width interval. Further, the locking piece 3c protrudes downward from the tip of the protruding portion 3b, and the upper ends of the frame 3a, the protruding portion 3b on the outside and the locking piece 3c constitute a holding portion. By sandwiching the upper portion of the horizontal beam member 2 with the holding portion, the scaffolding plate support member 3 can be fixed to the pair of horizontal beams 2 and the pair of horizontal beam members 2 can be held at a predetermined interval. Yes. In addition, the upper surface of the frame 3a of the scaffolding plate support member 3 is a support surface of the scaffolding plate, and a reinforcing material 3d is provided as a short part of the rectangular frame. Further, in order to fix the scaffolding plate support member 3, it may be fixed to the horizontal beam member 2 with bolts in addition to the holding portion.
In addition, the scaffolding plate support member 3 is provided with column support members 8 that support handrail columns at both upper ends of the frame 3a, and two column support members 8 are provided on both sides of the frame frame 3a with the column support members 8 sandwiched between them. A handrail strut can be inserted and held therein, and the strut support member 8 protrudes above the upper side of the frame 3a so that the scaffold plate 5 described later can be prevented from moving laterally at that portion.
[0009]
As shown in FIG. 4 (b), the rod-shaped support member 4 is provided between the upper portions of a pair of horizontal beam members 2 provided with downward protruding pieces 4a at both ends and arranged at a passage interval. By fixing 4a to the horizontal beam with a bolt, a plurality of 4a are arranged at appropriate intervals as shown in FIG. Further, as shown in FIG. 4, the pair of horizontal beam members 2 arranged at the passage interval are connected by a connecting member 9 in an X shape so that two rows of horizontal beam members 2 can be held at a predetermined interval. . Then, the two hooks 5a of the scaffold plate 5 shown in FIG. 5 are locked to the two support members 4, so that the scaffold plates 5 can be spanned in, for example, three rows in the longitudinal direction of the horizontal beam 2. 4 is formed in each columnar shape, it is possible to apply a cross-sectional rod such as a round bar on which the hook 5a of the scaffold plate 5 can be easily hung. In addition, the scaffold plate 5 is arranged in a state of covering the scaffold plate support member 3 while being supported by the rod-shaped support material 4, and the scaffold plate 5 is also supported by the upper surface of the scaffold plate support member 3.
[0010]
When each member forming the temporary passage is used to provide a temporary passage around the outer wall of the building under construction, the horizontal beam member 2 is provided along the protruding end portions 1 of the plurality of horizontal steel members of the building under construction. It arrange | positions at a path | route space | interval in 2 rows, and it fixes as shown in FIG.1 (b) with a fixing metal fitting. In that case, the length is adjusted so that both ends of the horizontal beam material 2 correspond to the positions of the protruding end portions 1 of the horizontal steel material, and the length is fixed by the pin 2f. Next, a plurality of scaffolding plate support members 3 are arranged at appropriate intervals between the pair of horizontal beam members 2, and the sandwiching portion of the scaffolding plate support member 3 is sandwiched and fixed on the upper part of the horizontal beam member 2. In addition, rod-like support members 4 are arranged on the pair of horizontal beam members 2 at appropriate intervals so as not to coincide with the positions of the scaffolding plate support members 3 and fixed with pins or bolts. Next, hooks 5a at both ends of the scaffold plate 5 are engaged with the rod-shaped support member 4 to form a passage. Furthermore, handrails can be provided on both sides of the temporary passage by inserting and fixing handrail struts to the strut support members 8 of the scaffold plate support member 3. In this way, a temporary passage can be provided around the building under construction.
In the above description, the scaffolding plate 5 is supported by the scaffolding plate support member 3 and the rod-shaped support member 4. The scaffolding plate 5 is supported by being locked to the upper part of the base plate.
[0011]
【The invention's effect】
In the temporary passage of the present invention, the horizontal beam material is attached to the protruding end portion of the horizontal steel material of the building under construction, and the scaffolding plate is stretched along the longitudinal direction thereof, so that the space for assembling the scaffolding on the outer periphery of the building Even if there is no temporary passage, it is possible to provide a temporary passage. In addition, the horizontal beam can be easily fixed to the protruding end of the horizontal steel material with a fixing bracket, and the scaffolding plate support material can be fixed simply by placing it on a pair of horizontal beam materials, and the temporary passage can be easily assembled. Good workability.
[Brief description of the drawings]
FIG. 1A is a side view of a temporary passage of the present invention before placement of a scaffolding plate, FIG. 1B is an enlarged side view showing a connecting portion of a horizontal beam material, and connection of a horizontal beam material; It is an enlarged plan view (c) which shows the plane of a part.
FIG. 2 is a cross-sectional view taken along line AA in FIG.
FIG. 3 is a perspective view of a scaffold plate support member.
FIG. 4A is a plan view of a state in which a rod-shaped support member is disposed on a pair of horizontal beam members disposed at a passage interval, and FIG. 4B is a perspective view of the rod-shaped support member.
FIG. 5 is a perspective view of a scaffold plate.
[Explanation of symbols]
2 Horizontal beam material 3 Scaffold plate support member 4 Support material 5 Scaffold plate 6 Fixing bracket 8 Prop support material

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、
前記水平鋼材の突出端部に載せられる固定金具と
前記固定金具にボルトにより連結され、前記水平鋼材の突出端部に通路幅間隔で前記固定金具を介して支持される複数の水平ビーム材と、
通路幅間隔に配置した一対の水平ビーム材の上に、その長手方向と直角に載置され、かつ両端に各水平ビーム材の上端を挟持する挟持部を有するとともに、中央上面に足場板の支持面を有する足場板支持部材と、
前記足場板支持部材に支持される複数の足場板とを有し、
前記水平鋼材のフランジ部に係止される係止片を前記固定金具の片側に設けるとともに、前記水平鋼材のフランジ部に係止される係止駒を前記固定金具の他側に回動可能に設け、前記固定金具を前記水平鋼材のフランジに着脱可能とすることを特徴とする仮設通路。
It is a temporary passage that is temporarily installed along the protruding ends of a plurality of horizontal steel members of a building under construction,
A fixing fitting placed on the protruding end of the horizontal steel material ;
A plurality of horizontal beam members connected to the fixing bracket by bolts and supported by the protruding end portions of the horizontal steel material through the fixing bracket at a passage width interval;
A pair of horizontal beam members arranged at a passage width interval are mounted on a right angle to the longitudinal direction of the horizontal beam members, and sandwiching portions for sandwiching the upper ends of the respective horizontal beam members at both ends and supporting the scaffolding plate on the central upper surface. A scaffolding plate support member having a surface;
A plurality of scaffold plates supported by the scaffold plate support member ;
A locking piece locked to the flange portion of the horizontal steel material is provided on one side of the fixing bracket, and a locking piece locked to the flange portion of the horizontal steel material is rotatable to the other side of the fixing bracket. A temporary passage provided, wherein the fixing bracket can be attached to and detached from the flange of the horizontal steel material .
足場板支持部材は、通路間隔に配置した一対の水平ビーム材の間に配置され上面に足場板の支持面を有する四角形状の枠組と、枠組の上辺から両側に突出する両突出部と、前記両端突出部から下方に突出される係止片とから構成され、四角形状の枠組の上部両端に手摺の支柱支持材が設けられていることを特徴とする請求項1に記載の仮設通路。  The scaffold plate support member is disposed between a pair of horizontal beam members arranged at a passage interval, and has a quadrangular frame structure having a support surface of the scaffold plate on the upper surface, both projecting portions projecting on both sides from the upper side of the frame structure, The temporary passage according to claim 1, wherein the temporary passage is composed of a locking piece protruding downward from both end protrusions, and a support member for a handrail is provided at both upper ends of the rectangular frame. 水平ビームは、長手方向に伸縮可能に構成されていることを特徴とする請求項1または2に記載の仮設通路。The temporary passage according to claim 1 or 2 , wherein the horizontal beam is configured to be extendable and contractible in a longitudinal direction.
JP30693995A 1995-10-31 1995-10-31 Temporary passage Expired - Fee Related JP3865422B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30693995A JP3865422B2 (en) 1995-10-31 1995-10-31 Temporary passage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30693995A JP3865422B2 (en) 1995-10-31 1995-10-31 Temporary passage

Publications (2)

Publication Number Publication Date
JPH09125712A JPH09125712A (en) 1997-05-13
JP3865422B2 true JP3865422B2 (en) 2007-01-10

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JP30693995A Expired - Fee Related JP3865422B2 (en) 1995-10-31 1995-10-31 Temporary passage

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CN106988537B (en) * 2017-04-20 2019-05-21 江苏南通二建集团有限公司 A kind of installation method of sheet truss composite structure

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JPH09125712A (en) 1997-05-13

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