JPH09125690A - Built-up type temporary passage - Google Patents

Built-up type temporary passage

Info

Publication number
JPH09125690A
JPH09125690A JP30976495A JP30976495A JPH09125690A JP H09125690 A JPH09125690 A JP H09125690A JP 30976495 A JP30976495 A JP 30976495A JP 30976495 A JP30976495 A JP 30976495A JP H09125690 A JPH09125690 A JP H09125690A
Authority
JP
Japan
Prior art keywords
locking
passage
steel material
members
locking hole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP30976495A
Other languages
Japanese (ja)
Other versions
JP3865423B2 (en
Inventor
Yoshihiro Yonahara
好宏 與那原
Masakazu Yamaki
正和 八巻
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JAPAN STEELS INT KK
JAPAN STEELS INTERNATL KK
Taisei Corp
Original Assignee
JAPAN STEELS INT KK
JAPAN STEELS INTERNATL KK
Taisei Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by JAPAN STEELS INT KK, JAPAN STEELS INTERNATL KK, Taisei Corp filed Critical JAPAN STEELS INT KK
Priority to JP30976495A priority Critical patent/JP3865423B2/en
Publication of JPH09125690A publication Critical patent/JPH09125690A/en
Application granted granted Critical
Publication of JP3865423B2 publication Critical patent/JP3865423B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To facilitate assembly operation by arranging a side-face steel material with an engaging hole member along the projecting end sections of a plurality of horizontal steel materials, inserting a connecting material with an engaging piece to the side-face steel material and stretching a scaffolding board. SOLUTION: A pair of U-shaped sectional side-face steel materials 2 are disposed in the space of passage width, and a plurality of engaging hole members 6, in which top faces are opened, are formed to the internal side faces of the side-face steel materials 2. Connecting materials 4, in which engaging pieces 4a are protruded downwards at both ends of the bar materials, are inserted into the engaging hole members 6 of the side-face steel materials 2 on both sides, and the side-face steel materials 2 are connected in the space of passage width. A plurality of holes 7 are formed to the top faces of the side-face steel materials, support bearing cylinders 8 are mounted on the lower sides of each hole 7 and supports 9a for handrails 9 are inserted and fixed, and hooks at both ends of a scaffolding board are retained to the adjacent connecting materials 4, thus manufacturing a passage floor. Accordingly, even when there is no space, in which scaffoldings are assembled on the outer circumference of a building, a temporary passage can be installed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[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
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a prefabricated temporary passage in which a temporary passage can be easily assembled along a plurality of horizontal steel projecting ends of a building under construction.

【0002】[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。
2. Description of the Related Art During construction of a building, a scaffold is built outside the building for work on the outer wall, and a scaffold plate is horizontally fixed to the scaffold for transporting materials to form a temporary passage. . In such a temporary passage, a pipe material is connected and fixed by a clamp to assemble a scaffold, and a scaffold plate is sequentially hung between the horizontal pipes of the scaffold to form a temporary passage.

【0003】[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。
In the above-mentioned conventional temporary passage, since the scaffold is assembled by the pipe and the scaffold plate is hung on the horizontal member of the scaffold to form the temporary passage, a space for assembling the scaffold is constructed. There is a problem in that it is necessary around the object and that many workers are required for the work of assembling the scaffold. Therefore, an object of the present invention is to easily provide a temporary passage around a building under construction even when there is no space for assembling a scaffold with a pipe, and to easily and easily assemble the temporary passage. And

【0004】[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、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、内側面に上から下に向かう孔
を有する係止孔部材を長手方向に適宜間隔で設けた側面
鋼材と、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、両端が係止される
足場板と、から構成した。また側面鋼材の長手方向に適
宜間隔で、手摺の支柱を差し込めるようにした支柱支持
筒を設けた。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。
DISCLOSURE OF THE INVENTION The present invention is an assembly type temporary passage which is temporarily installed along the projecting ends of a plurality of horizontal steel materials of a building under construction, and achieves the above object. The temporary passages are arranged in two rows at passage width intervals along the protruding ends of the plurality of horizontal steel members, and locking hole members having holes from the top to the bottom are provided on the inner surface at appropriate intervals in the longitudinal direction. And a rod-shaped connecting member having locking pieces at both ends, which are detachably inserted into locking hole members provided on the inner side surfaces of the pair of side surface steel members arranged at the passage width interval, and arranged in two rows. And a scaffolding plate having both ends locked to adjacent connecting members whose both ends are sequentially locked in the longitudinal direction in a pair of locking hole members of the formed side surface steel material. In addition, the supporting columns for supporting the handrails are provided at appropriate intervals in the longitudinal direction of the side surface steel material. Further, a locking hole is provided in each of the standing surface and the lower surface of the side surface steel material, a locking hole is provided in the standing surface of the other end of the side surface steel material, and a locking hole is inserted into the locking hole of the lower surface on the lower surface. By providing the projecting piece and the locking member having the locking piece to be inserted into the locking holes of the two upright surfaces, the side surface steel materials can be connected for a long time.

【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、両側の側面鋼材の各支柱支
持筒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、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するこ
とができる。
When the above-mentioned prefabricated temporary passage is temporarily installed along the protruding ends of a plurality of horizontal steel members supporting the floor of a building under construction, side steel members are provided along the protruding ends of the plurality of horizontal steel members. The two rows of side surface steel materials are connected at a predetermined interval by arranging them in two rows at a passage width interval, and inserting the both end locking pieces of the connecting material into the pair of locking hole members of the side surface steel materials one after another. Next, fix the side steel material to the protruding end using a clamp or the like,
In addition, the scaffolding board is hung between the adjacent two of the above-mentioned connecting materials one after another, and after that, if the pillars of the handrails are inserted and fixed to the pillar supporting tubes of the side steel on both sides, the surroundings of the building under construction The temporary passage can be assembled and provided. In this way, by supporting the temporary passage on the projecting 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 temporary passage can be easily and easily assembled. be able to. In addition, when connecting the side steel members for a long time, 2
By providing two locking holes and at the other end a locking hole and a locking projection piece, two side surface steel materials are arranged in the longitudinal direction, and one locking hole of one side steel material is By inserting the other locking projection piece and inserting the locking piece of the locking member into the remaining locking hole, the two side surface steel materials can be connected in the longitudinal direction.

【0006】[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。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of a temporary passage according to the present invention is shown in FIG.
This will be described with reference to FIG. The prefabricated temporary passage is provided along the protruding end portion 1 of a plurality of horizontal steel materials (for example, I-shaped steel) supporting the floor of the building under construction, and the protruding end portion 1 of the horizontal steel material has two rows at passage width intervals. A side surface steel material 2 fixed to the side surface and a connecting material 4 for connecting the pair of side surface steel materials 2 at a predetermined interval.
And a scaffolding plate 5 supported by the connecting member 4,
They can be easily assembled in the temporary passage.

【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。
As shown in FIG. 1, the side surface steel material 2 is formed in a linearly long shape with a U-shaped cross section, and the side surface steel material 2 has a protruding end portion 1 of a horizontal steel material so that the opening side of the cross section is the outer side. Are used by being arranged in two rows along the line. A plurality of locking hole members 6 are provided on the inner side surface of the side surface steel material 2 at appropriate intervals in the longitudinal direction of the side surface steel material 2. Locking hole member 6
Has an opening on the upper surface and a hole extending from the top to the bottom so that a locking piece 4a of a connecting member 4 described later can be removably inserted. The upper end position of the locking hole member 6 is slightly lower than the upper end of the side surface steel material 2, and the upper side of the side surface steel material 2 projects above the scaffolding board 5 in a state where the scaffolding board 5 is bridged as described later. It is designed to function as a side plate. Although the hole of the locking hole member 6 has a quadrangular cross section, it may have another cross sectional shape. Further, although the side surface steel material 2 is formed to have a U-shaped cross section, it can be applied to an I-shaped steel, an H-shaped steel, or a steel material processed into a quadrangular cross-section.

【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。
Further, the side surface steel material 2 is provided with a plurality of holes 7 at appropriate intervals in the longitudinal direction of the upper surface thereof, and a column support cylinder 8 is provided below each hole 7 so that the handrail is downwardly moved from the holes 7. The column 9a of 9 can be inserted and fixed. As shown in FIG. 4, the handrail 9 is provided with a handrail bar 9b whose length can be adjusted in the horizontal direction on the upper portion of the column 9a.
The lower part of is formed to be a little thin so that it can be inserted into the support column 8. The lower portion of the handrail supporting column 9a may be formed on a known outer diameter adjusting shaft whose outer diameter can be adjusted to a large or small value.

【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。
The temporary passage is formed by projecting end portions 1 of a plurality of horizontal steel materials.
Since it is provided along the side surface, it is necessary to connect the side surface steel materials 2 as shown in FIG. 3. In that case, between the two side surface steel materials 2 which are adjacent to each other in the longitudinal direction, a cross-section cord slightly smaller than the cross section of the side surface steel material is used. A V-shaped connecting steel material 10 is arranged and can be connected by a bolt 11. In addition, connected steel material 10
Both ends of are overlapped and arranged inside the U-shaped section of the side surface steel material 2 on both sides, and the plurality of bolt holes provided in both are aligned by adjusting the length, and can be fixed by the bolt 11. ing.

【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、2
2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。
In order to connect the side surface steel materials 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 surface steel material 2 or the side surface steel material is cut out, and the standing surface of the side surface steel material 2 is cut. 2a and the lower surface 2b, respectively, locking holes 21, 2
2 is provided, a locking hole 23 is provided on the upright surface 2a at the other end, a locking projection 24 is provided on the lower surface 2b, and a pin hole 25e is further provided on the upper surface. The side surface steel material 2 may be connectable.
The side surface steel material 2 of FIG. 5 is further provided with projecting pieces 2c parallel to the upright surface at both ends having a U-shaped cross section. Also,
The locking member 25 includes a bracket 25a having an L-shaped cross section, and a locking piece 25b protruding vertically from one side of the bracket 25a. Further, the locking piece 25b and the parallel side of the bracket 25a have pin holes 25c, respectively. 25d is provided, and the pin 26 inserted into these pin holes is attached to the bracket 25a via a chain. Then, when connecting the two side surface steel materials 2 arranged in the longitudinal direction, the locking projections 24 at the ends of one side surface steel material are inserted from above into the locking holes 22 in the lower surface of the other side steel material, The stopper member 25 is pushed in as shown by an arrow A in the figure to insert the locking piece 25b into the locking holes 21 and 23 of the upright surfaces of both members, and further the pin 26 to the pin holes 25d, 25e and 25c.
To connect. In this state, the locking projections 24 and the pins 26 are oriented in the direction orthogonal to the locking pieces 25b, so that the locking projections 24 and the pins 26 do not easily come out and can be firmly connected.

【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。
Further, in order to maintain the interval between the pair of side surface steel members 2 arranged at the passage width interval, as shown in FIG.
The reinforcing members 12 are connected in a letter shape. Therefore, locking holes are provided at both ends of the reinforcing member 12, and the locking holes can be engaged with the retaining pins provided on the side surface steel material 2.

【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。
The connecting member 4, as shown in FIG.
Locking pieces 4a are provided on both ends of the bar member so as to project downward, and the locking pieces 4a can be engaged with the holes of the locking hole members 6 of the side surface steel material. 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 made slightly thin to facilitate insertion. Although the connecting member 4 has a quadrangular cross section, the connecting member 4 has a round cross section or the like so that the hook 5a at the end of the scaffolding plate 5 is formed.
May be easily engaged, and the locking piece 4a may have a sectional shape corresponding to the locking hole member 6. The connecting agent 4 has a constant length, but as shown in FIG. 6, the central portion is formed into a double cylinder so that the length can be adjusted. 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 scaffolding plate 5 is provided with two hooks 5 a at both ends of an elongated plate portion, and the hooks 5 a on both sides are arranged between a pair of side surface steel materials 2. The connecting member 4 can be engaged to form a passage floor.

【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。
In the case where a temporary passage is provided around the outer wall of a building under construction by using the side surface steel material 2, the connecting member 4 and the scaffolding plate 5 which constitute the above-mentioned prefabricated temporary passage, a plurality of constructions of the building under construction are provided. The side surface steel materials 2 are arranged in two rows along the protruding end portion 1 of the horizontal steel material at passage intervals, and the locking hole members 6 of the side surface steel materials 2 on both sides are arranged.
The locking pieces 4a at both ends of the connecting member 4 are inserted into the connecting member 4 to connect the side surface steel members 2 to the passage width interval. Next, the side surface steel material 2 is fixed to the protruding end portion 1 of the horizontal steel material by a clamp or the like.
When the temporary passage is longer than the side surface steel material 2, the side surface steel materials 2 adjacent to each other in the longitudinal direction are connected by the bolts 11 via the connection steel material 10, and the connection material 4 connects the passage width intervals as described above.

【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。
Next, the hooks 5a at both ends of the scaffolding plate 5 are locked to the adjacent connecting members 4 to form a passage floor. In this embodiment, the three scaffolding plates 5 are locked to one connecting member 4 to form a passage having a total width of the three scaffolding plates. Further, the handrails 9 can be provided on both sides of the temporary passage by inserting and fixing the support columns 9a of the handrails into the respective column support cylinders 8 of the side surface steel materials 2 arranged at the passage width intervals. By assembling in this way, a temporary passage can be provided around the building under construction.

【0015】[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。
According to the assembling type temporary passage of the present invention, the side surface steel materials are arranged in two rows on the projecting end portions of the plurality of horizontal steel materials of the building under construction, and are connected to the locking hole members of the side surface steel materials on both sides. By simply inserting the locking pieces on both ends of the material, the side steel materials on both sides can be fixed at the passage width interval, and in that state, the side steel materials are fixed to the protruding ends of the horizontal steel materials, and the scaffolding board is placed between each connecting material. Since they are laid across, it is easy to assemble the temporary passage. Further, since the side surface 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 scaffold on the outer periphery of the building. Further, the two side surface steel materials arranged in the longitudinal direction can be firmly connected by the locking member, which is safe.

【図面の簡単な説明】[Brief description of the drawings]

【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。
FIG. 1 is a perspective view of a prefabricated temporary passage of the present invention before a scaffolding plate is arranged in a passage portion.

【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。
FIG. 2 is a cross-sectional view (a) of a prefabricated temporary passage and a perspective view (b) of a scaffolding plate.

【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。
FIG. 3 is a front view (a) of a prefabricated temporary passage, a partial front view (b) of a side steel material connecting portion, and a plan view of the temporary passage before a scaffold plate is attached.

【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。
FIG. 4 is a front view of a temporary passage in a state in which a side rail is provided with a handrail.

【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。
FIG. 5 is a perspective view showing another embodiment of the connecting portion of the side surface steel material.

【図6】連結材の別実施例の斜視図である。FIG. 6 is a perspective view of another embodiment of the connecting member.

【符号の説明】[Explanation of symbols]

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 2 Side steel material 4 Connecting material 5 Scaffolding board 6 Locking hole member 8 Strut support cylinder 9 Handrail 25 Locking member

─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成7年12月13日[Submission date] December 13, 1995

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】請求項1[Correction target item name] Claim 1

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【手続補正2】[Procedure amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0004[Correction target item name] 0004

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0004】[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、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、内側面に上から下に向かう孔
を有する係止孔部材を長手方向に適宜間隔で設けた側面
鋼材と、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。また側面鋼材の長手方向に適宜間
隔で、手摺の支柱を差し込めるようにした支柱支持筒を
設けた。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。
DISCLOSURE OF THE INVENTION The present invention is an assembly type temporary passage which is temporarily installed along the projecting ends of a plurality of horizontal steel materials of a building under construction, and achieves the above object. The temporary passages are arranged in two rows at passage width intervals along the protruding ends of the plurality of horizontal steel members, and locking hole members having holes from the top to the bottom are provided on the inner surface at appropriate intervals in the longitudinal direction. And a rod-shaped connecting member having locking pieces at both ends, which are detachably inserted into locking hole members provided on the inner side surfaces of the pair of side surface steel members arranged at the passage width interval, and arranged in two rows. the adjacent coupling member which in turn ends in the longitudinal direction in the pair of locking holes members have been side steel is engaged, and the scaffolding board is passed over consisted. In addition, the supporting columns for supporting the handrails are provided at appropriate intervals in the longitudinal direction of the side surface steel material. Further, a locking hole is provided in each of the standing surface and the lower surface of the side surface steel material, a locking hole is provided in the standing surface of the other end of the side surface steel material, and a locking hole is inserted into the locking hole of the lower surface on the lower surface. By providing the projecting piece and the locking member having the locking piece to be inserted into the locking holes of the two upright surfaces,
Side steel materials can be connected for a long time.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 八巻 正和 東京都新宿区西新宿1丁目25番1号大成建 設株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Masakazu Hachimaki Taisei Construction Co., Ltd. 1-25-1 Nishi-Shinjuku, Shinjuku-ku, Tokyo

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 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、内
側面に上から下に向かう孔を有する係止孔部材を長手方
向に適宜間隔で設けた側面鋼材と、 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、両端
が係止される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。
1. A temporary passage that is temporarily installed along the protruding ends of a plurality of horizontal steel members of a building under construction, and is arranged in two rows at passage width intervals along the protruding ends of the plurality of horizontal steel members. A side surface steel member having locking hole members having holes from the top to the bottom on the inner side surface provided at appropriate intervals in the longitudinal direction, and a locking hole member provided on each inner side surface of a pair of side surface steel members arranged at passage width intervals. Bar-shaped connecting member having locking pieces that are removably inserted in the both ends, and adjacent connecting members that are sequentially locked in the longitudinal direction in a pair of locking hole members of the side surface steel material arranged in two rows An assembly-type temporary passage, comprising: a scaffold plate whose both ends are locked to a material.
【請求項2】 側面鋼材の長手方向に適宜間隔で、手摺
の支柱を差し込めるようにした支柱支持筒を設けたこと
を特徴とする請求項1に記載の組立式仮設通路。
2. The assembly-type temporary passage according to claim 1, further comprising strut support cylinders provided at appropriate intervals in the longitudinal direction of the side surface steel material so that the strut of the handrail can be inserted therein.
【請求項3】 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又は2に記載の組立
式仮設通路。
3. A locking hole is provided in each of the upright surface and the lower surface of one end of the side surface steel material, a locking hole is provided in the upright surface of the other end of the side surface steel material, and the locking hole of the lower surface is provided in the lower surface. The locking projection to be inserted is provided, and a locking member having a locking piece to be inserted into the locking holes of the two upright surfaces is further provided. Assembled temporary passage.
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 true JPH09125690A (en) 1997-05-13
JP3865423B2 JP3865423B2 (en) 2007-01-10

Family

ID=17996993

Family Applications (1)

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

Country Status (1)

Country Link
JP (1) JP3865423B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011012461A (en) * 2009-07-02 2011-01-20 Japan Steels Group Kk Baseboard for temporary workbench
CN103590594A (en) * 2013-11-14 2014-02-19 四川华铁钢结构有限公司 Assembly type berm
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
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
KR20190000381U (en) * 2017-07-28 2019-02-12 한전케이피에스 주식회사 Safety footboard structure for repair passage

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011012461A (en) * 2009-07-02 2011-01-20 Japan Steels Group Kk Baseboard for temporary workbench
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
CN103590594A (en) * 2013-11-14 2014-02-19 四川华铁钢结构有限公司 Assembly type berm
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
KR20190000381U (en) * 2017-07-28 2019-02-12 한전케이피에스 주식회사 Safety footboard structure for repair passage

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