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JP4020894B2 - Aluminum scaffolding and scaffolding equipment - Google Patents
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JP4020894B2 - Aluminum scaffolding and scaffolding equipment - Google Patents

Aluminum scaffolding and scaffolding equipment Download PDF

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JP4020894B2
JP4020894B2 JP2004201681A JP2004201681A JP4020894B2 JP 4020894 B2 JP4020894 B2 JP 4020894B2 JP 2004201681 A JP2004201681 A JP 2004201681A JP 2004201681 A JP2004201681 A JP 2004201681A JP 4020894 B2 JP4020894 B2 JP 4020894B2
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aluminum
scaffolding
steel
scaffold
crossing
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JP2006022558A (en
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祐司 藤本
潤一郎 青木
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Alinco Inc
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Alinco Inc
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Description

本発明は、建設業界において通称「ローリングタワー」と呼ばれている高所作業用足場装置を組み立てるのに使用されるアルミニウム製足場用建枠、及びこの足場用建枠を用いた足場装置に関するものである。   TECHNICAL FIELD The present invention relates to an aluminum scaffolding frame used for assembling a scaffolding device for work at height, which is commonly called a “rolling tower” in the construction industry, and a scaffolding device using the scaffolding frame. It is.

図6の(a) はアルミ製のローリングタワーの正面図、(b) は側面図、(c) は一部拡大斜視図である。このローリングタワーは、(b) に示すように両側一対のアルミニウム製縦材1,1にアルミニウム製横材2を横架連結して形成されるアルミニウム製足場用建枠13を、(a) に示すように一定間隔で対向配置し、対向する両アルミニウム製足場用建枠13,13の対向するアルミニウム製縦材1,1間にアルミニウム製の斜めブレース15や水平ブレース16を掛張すると共に、対向する両アルミニウム製足場用建枠13,13間に足場板4を架け渡すことによって、一段目の足場Aを形成し、この一段目足場Aの各アルミニウム製足場用建枠13に夫々次のアルミニウム製足場用建枠13を継ぎ足して、上記同様に対向する両アルミニウム製足場用建枠13,13の対向するアルミニウム製縦材1,1間に斜めブレース15や水平ブレース16を掛張すると共に、対向する両アルミニウム製足場用建枠13,13間に足場板4を架け渡して、二段目の足場Bを形成し、更に同様な方法で三段目の足場Cを形成したものである。   6A is a front view of an aluminum rolling tower, FIG. 6B is a side view, and FIG. 6C is a partially enlarged perspective view. This rolling tower has an aluminum scaffolding frame 13 formed by horizontally connecting an aluminum cross member 2 to a pair of aluminum vertical members 1 and 1 on both sides as shown in (b). As shown in the figure, the aluminum bracings 15 and the horizontal braces 16 are stretched between the aluminum vertical members 1 and 1 facing each other at the fixed intervals and facing the aluminum building frames 13 and 13 facing each other. A scaffold plate 4 is bridged between the two aluminum scaffold building frames 13, 13 facing each other to form a first-stage scaffold A, and each aluminum scaffold building frame 13 of the first-stage scaffold A is respectively An aluminum scaffolding frame 13 is added, and the diagonal braces 15 and horizontal braces 1 are placed between the opposing aluminum vertical members 1 and 1 of the opposing aluminum scaffolding frames 13 and 13 in the same manner as described above. The scaffolding plate 4 is bridged between the opposing aluminum scaffolding frames 13 and 13 to form a second stage scaffold B, and a third stage scaffold C is formed in a similar manner. Formed.

各ブレース15,16は、図6の(c) に示すように、アルミニウム製ブレース本体17の両端部に同じくアルミニウム製のフック18を設けてなるもので、足場組立時に各ブレース15,16のフック18を足場用建枠3のアルミニウム製横材2に上方より係嵌して取り付けるようになっている。尚、図6の(a) の正面部において、斜めブレース15が交差しているように見えるが、これは、各段の足場A〜Cの左側面側に傾斜状に掛張された1本の斜めブレース15と、反対側の右側面側に前記斜めブレース15とは逆傾斜状に掛張された他の1本の斜めブレース15とが重なって見えるからである。各段の足場A〜Cにおいて、アルミニウム製の斜めブレース15は、対向する両アルミニウム製足場用建枠13,13の対向するアルミニウム製縦材1,1間には2本の斜めブレース15をクロス状に交差させて掛張できないのである。   As shown in FIG. 6 (c), each brace 15 and 16 is formed by providing aluminum hooks 18 at both ends of the aluminum brace body 17, and the hooks of each brace 15 and 16 are assembled when the scaffold is assembled. 18 is engaged with and attached to the aluminum cross member 2 of the scaffolding frame 3 from above. In addition, in the front part of (a) of FIG. 6, it seems that the diagonal braces 15 cross | intersect, but this is one slantingly hung on the left side surface side of scaffolding AC of each step | level. This is because the slanted brace 15 and the other slanted brace 15 stretched in the opposite slanting manner to the slanted brace 15 on the right side of the opposite side appear to overlap. In the scaffolds A to C at each stage, the aluminum diagonal braces 15 cross two diagonal braces 15 between the opposing aluminum vertical members 1 and 1 of the opposing aluminum scaffold building frames 13 and 13. It cannot be hung by crossing the shape.

従来にあっては、対向するアルミニウム製足場用建枠13,13を一定間隔で保持するのに、ブレース本体17の両端部にフック18を設けてなるアルミニウム製ブレース15,16を掛張していたが、このアルミニウム製ブレース15,16は、スチール製ブレースに比べコストが非常に高くつき、また強度的にもスチール製ブレースに劣ることから、アルミニウム製ブレースに代えて、安価で強度も十分なスチール製のブレースを使用することが望まれている。   In the prior art, aluminum braces 15 and 16 having hooks 18 provided at both ends of the brace body 17 are stretched to hold the opposing aluminum scaffolding frames 13 and 13 at regular intervals. However, these aluminum braces 15 and 16 are much more expensive than steel braces, and are inferior to steel braces in strength, so they are cheaper and have sufficient strength instead of aluminum braces. It is desirable to use steel braces.

そこで、本発明者は、スチール製ブレースの中でもコストが安く、しかも2本の筋違い(ブレース)を交差状に掛張できて足場用建枠を確実十分に補強し得るスチール製の交差用筋違いを取り付けることができるようにしたアルミニウム製足場用建枠の開発を試みた。この交差用筋違いは、鋼管製足場用建枠に普通に使用されるもので、その足場用建枠の鋼管製縦材の所要部に溶接によって取り付けられたスチール製ロック爪付き止着ピンに、スチール製筋違いの端部に設けた孔を挿通させてロック爪でロックすることにより、その筋違いの端部を止着するようにしたものである。   Therefore, the present inventor has made a steel crossing streak that is inexpensive among steel braces, and that can be used to hang two staggers (braces) in a crossing manner to reliably reinforce the scaffolding frame. An attempt was made to develop an aluminum scaffolding frame that could be attached. This crossing difference is commonly used in steel pipe scaffolding building frames, with steel locking claw fastening pins attached by welding to the required parts of steel pipe vertical members of the scaffolding frame, By inserting a hole provided at the end of the steel streak and locking it with a lock claw, the end of the streak is fixed.

ところが、スチール製のロック爪付き止着ピンをアルミニウム製足場用建枠のアルミニウム製縦材に取り付けるにあたり、止着ピンは鉄製であるため、アルミニウム製の縦材には溶接することができないという問題に直面した。そこで、本発明者は、種々研究、検討を重ねた結果、スチール製のロック爪付き止着ピンをアルミニウム製の縦材に適切に溶接して固着することができ、それによってスチール製の交差用筋違いを取り付けることができるようにしたアルミニウム製足場用建枠を提供することを目的とする。   However, when attaching a steel fastening pin with a lock claw to an aluminum vertical member of an aluminum scaffolding frame, the fastening pin is made of iron, so it cannot be welded to an aluminum vertical member. Faced with. Accordingly, as a result of various researches and studies, the present inventor has been able to appropriately weld and fix a steel fastening pin with a locking claw to an aluminum vertical member, thereby making it possible to cross the steel. It is an object of the present invention to provide an aluminum scaffolding frame that can be attached with different muscles.

上記課題を解決するための手段を、後述する実施形態の参照符号を付して説明すると、請求項1に係る発明は、両側一対のアルミニウム製縦材1にアルミニウム製横材2を横架連結して形成されるアルミニウム製足場用建枠において、前記各アルミニウム製縦材1の内側面所要部に、スチール製交差用筋違い5の端部を着脱自在に止着するためのロック爪付き止着ピン6を取り付けるにあたり、一端部側にロック爪7を備えたスチール製止着ピン6の他端部側を、スチール製止着ピン6の外径よりも小さい内径を有するアルミニウム製の円筒状スリーブ8に圧入し、このアルミニウム製円筒状スリーブ8を、前記アルミニウム製縦材1にその直径方向に貫通させて、アルミニウム製縦材1に対しアルミニウム溶接をすることにより、スチール製のロック爪付き止着ピン6をアルミニウム製縦材1に取り付けてなることを特徴とする。   Means for solving the above problems will be described with reference numerals in the embodiments described later. The invention according to claim 1 is such that an aluminum horizontal member 2 is horizontally connected to a pair of aluminum vertical members 1 on both sides. In the building frame for aluminum scaffolds formed as above, fastening with lock claws for detachably fastening the ends of the steel crossing streaks 5 to the inner side required parts of the respective aluminum vertical members 1 In attaching the pin 6, an aluminum cylindrical sleeve having an inner diameter smaller than the outer diameter of the steel fastening pin 6 is provided on the other end side of the steel fastening pin 6 provided with a lock claw 7 on one end side. The aluminum cylindrical sleeve 8 is inserted into the aluminum vertical member 1 in the diameter direction and welded to the aluminum vertical member 1 by aluminum welding. The lock claw fastening pins 6, characterized by comprising attached to an aluminum longitudinal member 1.

請求項2に係る発明の足場装置は、請求項1に記載のアルミニウム製足場用建枠3を一定間隔で対向配置し、両アルミニウム製足場用建枠3,3の互いに対向するアルミニウム製縦材1,1間には各縦材1のスチール製止着ピン6を介してスチール製の交差用筋違い5をクロス状に掛張すると共に、対向する両アルミニウム製足場用建枠3,3間に足場板4を架け渡すことによって一段目足場Aが形成され、この一段目足場Aの各アルミニウム製足場用建枠3に次のアルミニウム製足場用建枠3を継ぎ足して、上記同様にスチール製交差用筋違い5を掛張し、足場板4を架け渡すことによって複数段の足場A〜Dが形成されてなることを特徴とする。   A scaffold apparatus according to a second aspect of the present invention is an aluminum vertical member in which the aluminum scaffolding frame 3 according to the first aspect is disposed to face each other at regular intervals, and the two aluminum scaffolding frames 3 and 3 are opposed to each other. 1 and 1, the steel crossing streaks 5 are stretched in a cross shape through the steel fastening pins 6 of the vertical members 1, and between the opposing aluminum scaffolding frames 3 and 3. A first-stage scaffold A is formed by bridging the scaffolding plate 4, and the next aluminum scaffold building frame 3 is added to each aluminum scaffold building frame 3 of the first-stage scaffold A, and the steel crossing is performed in the same manner as described above. A plurality of stages of scaffolds A to D are formed by stretching the different streaks 5 and suspending the scaffold plate 4.

上記解決手段による発明の効果を、後述する実施形態の参照符号を付して説明すると、請求項1に係る発明のアルミニウム製足場用建枠によれば、アルミニウム製縦材1の内側面所要部に、スチール製交差用筋違い5の端部を着脱自在に止着するためのロック爪付き止着ピン6を取り付けるにあたり、一端部側にロック爪7を備えたスチール製止着ピン6の他端部側を、スチール製止着ピン6の外径よりも小さい内径を有するアルミニウム製円筒状スリーブ8に圧入し、このアルミニウム製円筒状スリーブ8を、アルミニウム製縦材1にその直径方向に貫通させて、アルミニウム製縦材1に対しアルミニウム溶接をするようにしたから、スチール製ブレースの中でもコストが安く、また対向する両足場用建枠3,3の対向する縦材1,1に対し交差状に掛張できて、足場用建枠3を確実十分に補強し得るスチール製の交差用筋違い5を、アルミニウム製足場用建枠3の縦材1に簡単容易に取付けできることになる。   The effect of the invention by the above solution will be described with reference numerals of the embodiments described later. According to the aluminum scaffold building frame of the invention according to claim 1, the inner side required portion of the aluminum vertical member 1 The other end of the steel fastening pin 6 provided with a locking claw 7 on one end side when attaching the fastening pin 6 with a locking claw for detachably fastening the end of the steel crossing bar 5 The part side is press-fitted into an aluminum cylindrical sleeve 8 having an inner diameter smaller than the outer diameter of the steel fastening pin 6, and the aluminum cylindrical sleeve 8 is penetrated through the aluminum longitudinal member 1 in the diameter direction. In addition, since the aluminum longitudinal member 1 is welded with aluminum, the cost is low among steel braces, and it is suitable for the opposing longitudinal members 1 and 1 of the opposing building frames 3 and 3. Made Kakehari the intersection shape, the cross for strain 5 is made of steel and the scaffold Kenwaku 3 can reliably sufficiently reinforced, thereby simplifying easily mounted can be vertically material 1 made of aluminum scaffolding Kenwaku 3.

請求項2に係る発明の足場装置によれば、従来ではローリングタワーのような足場装置を構成する足場用建枠及びブレースの全てにアルミニウム製のものが使用されるのに対し、足場用建枠3についてはアルミニウム製のものを使用するが、ブレースである筋違い5にはアルミニウム製に比べて格安のスチール製のものを使用するから、足場装置全体のコストを安くすることができる。また、ブレースである筋違い5は、交差用筋違い5であって、両アルミニウム製足場用建枠3,3の対向するアルミニウム製縦材1,1間に2つの筋違い5,5をクロス状に交差して掛張されるから、足場用建枠3を確実十分に補強することができて、頑強な足場装置を形成することができる。   According to the scaffold device of the invention according to claim 2, conventionally, the scaffold building frame and the brace that constitute the scaffold device such as a rolling tower are all made of aluminum, whereas the scaffold building frame is used. Although the thing made from aluminum is used about 3, since the thing made from steel cheaper than the thing made from aluminum is used for the streaks 5 which are braces, the cost of the whole scaffold apparatus can be made cheap. Further, the bracing line 5 is a crossing line 5, and the two vertical lines 5, 5 cross in a cross shape between the aluminum vertical members 1, 1 of the two aluminum scaffolding frames 3, 3. Thus, the scaffolding frame 3 can be reliably reinforced and a robust scaffold device can be formed.

以下に本発明の好適な実施形態を添付図面に基づいて説明すると、図1の(a) は本発明に係るアルミニウム製足場用建枠3を示す正面図、(b) は(a) の矢印Xで囲まれる部分の拡大図である。このアルミニウム製足場用建枠3は、両側一対のアルミニウム製縦材1,1と、両縦材1,1間に横架連結された複数のアルミニウム製横材2とにより構成され、各縦材1及び各横材2は夫々アルミニウムパイプからなり、各縦材1の上端部には足場用建枠3を継ぎ足す際に上段側縦枠3の縦材1の下端部内に嵌合させて両縦材1,1同士を接続するための接続軸部1aが形成されている。そして、各縦材1にはその内側面の上下両端部に、スチール製交差用筋違い5の端部を着脱自在に止着するためのスチール製のロック爪付き止着ピン6が取り付けられており、このスチール製ロック爪付き止着ピン6の取付構造を拡大図示したものが図1の(b) である。   A preferred embodiment of the present invention will be described below with reference to the accompanying drawings. FIG. 1 (a) is a front view showing an aluminum scaffolding frame 3 according to the present invention, and (b) is an arrow of (a). 3 is an enlarged view of a portion surrounded by X. FIG. The aluminum scaffolding frame 3 is composed of a pair of aluminum vertical members 1, 1 on both sides and a plurality of aluminum horizontal members 2 that are horizontally connected between the vertical members 1, 1. 1 and each cross member 2 are each made of an aluminum pipe, and when the building frame 3 for scaffolding is added to the upper end portion of each vertical member 1, both are fitted into the lower end portion of the vertical member 1 of the upper vertical frame 3. A connecting shaft portion 1a for connecting the longitudinal members 1 and 1 is formed. Each vertical member 1 has steel fastening pins 6 with locking claws for detachably fastening the ends of the steel crossing bars 5 at both the upper and lower ends of the inner surface. FIG. 1 (b) shows an enlarged view of the attachment structure of the fastening pin 6 with a steel locking claw.

次に、上記スチール製ロック爪付き止着ピン5をアルミニウム製足場用建枠3の縦材1に取り付ける方法について図2及び図3を参照して説明する。この止着ピン6は、図1の(b) に示すように常時はバネ(図示せず)により付勢されてピン6の外側面から突出する略三角形状の鉄製のロック爪7を一端部側に備えた鉄製の棒状ピンである。   Next, a method for attaching the steel locking claw fastening pin 5 to the vertical member 1 of the aluminum scaffolding frame 3 will be described with reference to FIGS. As shown in FIG. 1 (b), the fixing pin 6 has a substantially triangular iron lock claw 7 that is normally urged by a spring (not shown) and protrudes from the outer surface of the pin 6 at one end. This is an iron rod pin provided on the side.

このスチール製ロック爪付き止着ピン5をアルミニウム製足場用建枠3の縦材1に取り付けるにあたって、先ず、図2の(a) 〜(c) に示すように、一端部側にロック爪7を備えたスチール製止着ピン6の他端部側を、この止着ピン6の外径(例えば13mm)よりも小さい内径(例えば16mm)を有するアルミニウム製の円筒状スリーブ8に圧入する。円筒状スリーブ8は上記のような内径を有するアルミニウムパイプを、足場用建枠3の縦材1の直径よりも所要長さだけ長くなるようにカットされたものである。図2の(b) は止着ピン6を円筒状スリーブ8にその途中まで圧入した状態を示すもので、止着ピン6が圧入されたスリーブ8の部分は拡径しているのが分かる。同図の(c) は円筒状スリーブ8の全長に亘って止着ピン6が圧入されて、圧入を終了した状態を示す。   When attaching the steel fastening pin 5 with the lock claw to the vertical member 1 of the aluminum scaffolding frame 3, first, as shown in FIGS. 2 (a) to (c), the lock claw 7 is attached to one end side. The other end side of the steel fastening pin 6 provided with is pressed into an aluminum cylindrical sleeve 8 having an inner diameter (for example, 16 mm) smaller than the outer diameter (for example, 13 mm) of the fastening pin 6. The cylindrical sleeve 8 is formed by cutting an aluminum pipe having an inner diameter as described above so as to be longer than the diameter of the vertical member 1 of the scaffold building frame 3 by a required length. FIG. 2B shows a state in which the fastening pin 6 is press-fitted halfway into the cylindrical sleeve 8, and it can be seen that the diameter of the portion of the sleeve 8 into which the fastening pin 6 is press-fitted is increased. (C) of the figure shows a state where the fastening pin 6 is press-fitted over the entire length of the cylindrical sleeve 8 and the press-fitting is finished.

上記のように止着ピン6が圧入されて外径が拡径した円筒状スリーブ8を、図3の(a)
に示すように、アルミニウム製縦材1の所定箇所を縦材1の直径方向に貫通する貫通孔9に通して、スリーブ8の両端部が夫々同じ長さだけ縦材1の両側面から突出した状態とする。尚、縦材1の貫通孔9は、止着ピン6が圧入された円筒状スリーブ8を挿通させ得る程度の孔であればよいから、この円筒状スリーブ8の外径よりも僅かに大きく形成されている。
The cylindrical sleeve 8 whose outer diameter is expanded by press-fitting the fastening pin 6 as described above is shown in FIG.
As shown in FIG. 2, the predetermined portion of the vertical member 1 made of aluminum is passed through the through hole 9 penetrating in the diametrical direction of the vertical member 1, and both end portions of the sleeve 8 protrude from both side surfaces of the vertical member 1 by the same length. State. The through hole 9 of the longitudinal member 1 may be a hole that can be inserted into the cylindrical sleeve 8 into which the fastening pin 6 is press-fitted, and is formed slightly larger than the outer diameter of the cylindrical sleeve 8. Has been.

こうしてアルミニウム製縦材1の貫通孔9に貫通させたアルミニウム製円筒状スリーブ8の両端部を夫々アルミニウム製縦材1に対し図3の(b) に示すようにアルミニウム溶接し、これによってスチール製のロック爪付き止着ピン6をアルミニウム製の縦材1に対し一体的に固着させる。図中には、そのアルミニウム溶接部をAWで示す。   As shown in FIG. 3 (b), both ends of the aluminum cylindrical sleeve 8 passed through the through hole 9 of the aluminum vertical member 1 are welded to the aluminum vertical member 1 as shown in FIG. The fixing pin 6 with the lock claw is integrally fixed to the vertical member 1 made of aluminum. In the figure, the aluminum weld is indicated by AW.

上記のように、アルミニウム製縦材1の内側面所要部に、スチール製交差用筋違い5の端部を着脱自在に止着するためのロック爪付き止着ピン6を取り付けるにあたり、一端部側にロック爪7を備えたスチール製止着ピン6の他端部側を、スチール製止着ピン6の外径よりも小さい内径を有するアルミニウム製円筒状スリーブ8に圧入し、このアルミニウム製円筒状スリーブ8を、アルミニウム製縦材1にその直径方向に貫通させて、アルミニウム製縦材1に対しアルミニウム溶接をすることによって、スチール製ブレースの中でもコストが安く、また対向する両足場用建枠3,3の対向する縦材1,1に対し交差状に掛張できて、足場用建枠3を確実十分に補強し得るスチール製の交差用筋違い5を、アルミニウム製足場用建枠3の縦材1に取り付けることができるようになる。   As described above, when attaching the fastening pin 6 with the lock claw for removably fastening the end portion of the steel crossing cross 5 to the inner side required portion of the aluminum vertical member 1, The other end side of the steel fastening pin 6 provided with the lock claw 7 is press-fitted into an aluminum cylindrical sleeve 8 having an inner diameter smaller than the outer diameter of the steel fastening pin 6, and this aluminum cylindrical sleeve 8 is penetrated in the diameter direction of the aluminum vertical member 1 and the aluminum vertical member 1 is welded with aluminum, so that the cost is low among the steel braces, and the opposite frames 3 for the two scaffolds. The steel crossing streaks 5 that can be stretched in a crossing manner against the three opposite vertical members 1 and 1 and can surely sufficiently reinforce the scaffolding frame 3 are made of the vertical material of the aluminum scaffolding frame 3. 1 It will allow to attach.

図4はスチール製交差用筋違い5をアルミニウム製足場用建枠3の縦材1に取り付けた状態を示す。即ち、スチール製の交差用筋違い5は、例えば鉄製の丸棒状本体5aと、この丸棒状本体65aの両端部に一体形成された扁平状の取付端部5b,5bとからなるもので、各扁平状の取付端部5bには足場用建枠3の縦材1側に突出するロック爪付き止着ピン6に挿通する孔5cが設けてある。しかして、このスチール製交差用筋違い5を縦材1に取り付けるには、縦材1側に突出する止着ピン6のロック爪7を押さえ付けて引っ込めた状態の止着ピン6に筋違い5の取付端部5bの孔5cを挿通させ、挿通させた後はロック爪7が突出状態に復帰するから、このロック爪7によってロックされる。   FIG. 4 shows a state in which the steel crossing bars 5 are attached to the vertical member 1 of the aluminum scaffolding frame 3. That is, the crossing bars 5 made of steel are composed of, for example, an iron round bar-shaped main body 5a and flat mounting end portions 5b, 5b integrally formed at both ends of the round bar-shaped main body 65a. The mounting end 5b is provided with a hole 5c that passes through the fastening pin 6 with a locking claw that protrudes toward the vertical member 1 of the scaffolding frame 3. Thus, in order to attach the steel crossing bars 5 to the vertical member 1, the fixing pin 6 in the state in which the locking claw 7 of the fixing pin 6 protruding toward the vertical member 1 is pressed and retracted is used. Since the lock claw 7 returns to the protruding state after the hole 5c of the attachment end 5b is inserted and inserted, the lock claw 7 is locked.

図5の(a) は上記のような本発明に係るアルミニウム製足場用建枠3を使用して組み立てたローリングタワー(高所作業用の足場装置)を示す正面図、(b) は側面図である。   (A) of FIG. 5 is a front view showing a rolling tower (scaffolding device for high-altitude work) assembled using the aluminum scaffolding frame 3 according to the present invention as described above, and (b) is a side view. It is.

このローリングタワーを組み立てるには、図1の(a) に示すような本発明に係るアルミニウム製足場用建枠3を、図5の(a) に示すように左右に一定間隔で対向配置し、対向する両アルミニウム製足場用建枠3,3の対向するアルミニウム製縦材1,1間に、アルミニウム製筋違い5を、図5の(a) 及び(b) に示すうようにクロス状に交差するようにして掛張すると共に、対向する両アルミニウム製足場用建枠3,3間に足場板4を架け渡し、これによって一段目の足場Aを形成する。この一段目の足場Aには図5の(a) 及び(b) に示すようにアウトリガー10を取り付ける。   In order to assemble this rolling tower, the aluminum scaffolding frame 3 according to the present invention as shown in FIG. 1 (a) is opposed to the left and right at regular intervals as shown in FIG. 5 (a). Between the opposing aluminum vertical members 1 and 1 of the opposing aluminum scaffolding frames 3 and 3, the cross 5 made of aluminum is crossed as shown in FIGS. 5 (a) and 5 (b). In this manner, the scaffolding plate 4 is bridged between the two aluminum scaffolds 3 and 3 facing each other, thereby forming the first-stage scaffolding A. The outrigger 10 is attached to the first stage scaffold A as shown in FIGS. 5 (a) and 5 (b).

上記一段目足場Aを形成する各アルミニウム製足場用建枠3の上端部に上段側アルミニウム製足場用建枠13を継ぎ足して、対向する両アルミニウム製足場用建枠3,3の対向するアルミニウム製縦材1,1間にアルミニウム製筋違い5をクロス状に交差するようにして掛張すると共に、対向する両アルミニウム製足場用建枠3,3間に足場板4を架け渡すことによって二段目の足場Bを形成する。以降も同様な要領で、三段目足場C更に四段目足場Dを形成して、図5の(a) 及び(b) に示すような高所作業用足場装置であるローリングタワーを組み立てる。尚、図5の(a) 及び(b) において、11は最上段足場Dに設けられた壁当て部材で、先端の当接片11a側が伸縮自在となっており、この当接片11aを構造物の壁面に当接支持させて、ローリングタワーの倒れ防止を図っている。   An upper aluminum scaffolding building frame 13 is added to the upper end of each aluminum scaffolding building frame 3 forming the first stage scaffolding A, and the opposing aluminum scaffolding building frames 3 and 3 are made of opposing aluminum. The second stage is obtained by stretching the aluminum bars 5 between the longitudinal members 1 and 1 so as to cross each other in a cross shape, and spanning the scaffolding plate 4 between the opposing aluminum scaffolding frames 3 and 3. Scaffold B is formed. Thereafter, in the same manner, a third stage scaffold C and a fourth stage scaffold D are formed, and a rolling tower, which is a scaffold device for working at high places as shown in FIGS. 5 (a) and 5 (b), is assembled. In FIGS. 5 (a) and 5 (b), reference numeral 11 denotes a wall-supporting member provided on the uppermost stage scaffold D. The abutting piece 11a side of the tip is extendable, and this abutting piece 11a is structured. The rolling tower is prevented from falling down by contacting and supporting the wall surface of the object.

上記のように組み立てられるローリングタワー(高所作業用足場装置)によれば、従来ではタワーを構成する足場用建枠及びブレースの全てにアルミニウム製のものが使用されるのに対し、足場用建枠3についてはアルミニウム製のものを使用するが、ブレースである筋違い5にはアルミニウム製に比べて格安のスチール製のものを使用しているために、ローリングタワー全体のコストを安くすることができる。また、ブレースである筋違い5は、交差用の筋違い5であって、両アルミニウム製足場用建枠3,3の対向するアルミニウム製縦材1,1間に2つの筋違い5,5をクロス状に交差するように掛張されるから、足場用建枠3を確実十分に補強することができて、頑強なローリングタワーをできる。   According to the rolling tower (scaffolding device for aerial work) assembled as described above, all of the scaffolding frames and braces constituting the tower are conventionally made of aluminum, whereas the scaffolding building is used. The frame 3 is made of aluminum, but the brace striation 5 uses cheaper steel than aluminum, so the cost of the entire rolling tower can be reduced. . The bracing line 5 is a crossing line 5, and the two vertical lines 5, 5 are crossed between the aluminum vertical members 1, 1 facing each other of the aluminum scaffolding frames 3, 3. Since it is stretched so as to intersect, the scaffolding frame 3 can be reliably reinforced and a robust rolling tower can be formed.

(a) は本発明に係るアルミニウム製足場用建枠の正面図、(b) は(a) の矢印Xで囲まれる部分の拡大図である。(a) is a front view of an aluminum scaffolding building frame according to the present invention, and (b) is an enlarged view of a portion surrounded by an arrow X in (a). (a) 〜(c) はスチール製のロック爪付き止着ピンをアルミニウム製足場用建枠の縦材に取り付ける工程の前半部を説明する説明図である。(a)-(c) is explanatory drawing explaining the first half part of the process of attaching the fastening pin with a steel lock claw to the vertical member of the aluminum scaffolding frame. (a) 及び(b) は上記工程の後半部を説明する説明図である。(a) And (b) is explanatory drawing explaining the latter half part of the said process. スチール製交差用筋違いをアルミニウム製足場用建枠の縦材に取り付けた状態の斜視図である。It is a perspective view of the state which attached the crossing reinforcement made from steel to the vertical member of the aluminum building frame. (a) は本発明のアルミニウム製足場用建枠を使用して組み立てたローリングタワーの正面図、(b) は側面図である。(a) is a front view of the rolling tower assembled using the aluminum scaffolding frame of the present invention, and (b) is a side view. (a) は従来のアルミニウム製足場用建枠を使用して組み立てられたローリングタワーの正面図、(b) は側面図、(c) は一部拡大斜視図である。(a) is a front view of a rolling tower assembled using a conventional aluminum scaffolding frame, (b) is a side view, and (c) is a partially enlarged perspective view.

符号の説明Explanation of symbols

1 縦材
2 横材
3 アルミニウム製足場用建枠
4 足場板
5 スチール製交差用筋違い
6 ロック爪付き止着ピン
7 ロック爪
8 アルミニウム製円筒状スリーブ
AW アルミニウム溶接部
DESCRIPTION OF SYMBOLS 1 Vertical material 2 Horizontal material 3 Aluminum scaffolding frame 4 Scaffold board 5 Steel crossing difference 6 Locking pin with locking claw 7 Locking claw 8 Aluminum cylindrical sleeve AW Aluminum welding part

Claims (2)

両側一対のアルミニウム製縦材にアルミニウム製横材を横架連結して形成されるアルミニウム製足場用建枠において、
前記各アルミニウム製縦材の内側面所要部に、スチール製交差用筋違いの端部を着脱自在に止着するためのロック爪付き止着ピンを取り付けるにあたり、一端部側にロック爪を備えたスチール製止着ピンの他端部側を、スチール製止着ピンの外径よりも小さい内径を有するアルミニウム製の円筒状スリーブに圧入し、このアルミニウム製円筒状スリーブを、前記アルミニウム製縦材にその直径方向に貫通させて、アルミニウム製縦材に対しアルミニウム溶接をすることにより、スチール製のロック爪付き止着ピンをアルミニウム製縦材に取り付けてなることを特徴とするアルミニウム製足場用建枠。
In an aluminum scaffolding frame formed by horizontally connecting an aluminum cross member to a pair of aluminum vertical members on both sides,
In order to attach a fastening pin with a lock claw for detachably fastening a steel crossing end of the crossing to the inner side required portion of each aluminum vertical member, steel having a lock claw on one end side The other end of the fastening pin is press-fitted into an aluminum cylindrical sleeve having an inner diameter smaller than the outer diameter of the steel fastening pin, and the aluminum cylindrical sleeve is inserted into the aluminum longitudinal member. A building frame for an aluminum scaffold characterized in that a steel fastening pin with a locking claw is attached to an aluminum vertical member by penetrating in the diametrical direction and aluminum welding to the aluminum vertical member.
請求項1に記載のアルミニウム製足場用建枠を一定間隔で対向配置し、両アルミニウム製足場用建枠の互いに対向するアルミニウム製縦材間には各縦材のスチール製止着ピンを介してスチール製の交差用筋違いをクロス状に掛張すると共に、対向する両アルミニウム製足場用建枠間に足場板を架け渡すことによって一段目足場が形成され、この一段目足場の各アルミニウム製足場用建枠に次のアルミニウム製足場用建枠を継ぎ足して、上記同様にスチール製交差用筋違いを掛張し、足場板を架け渡すことによって複数段の足場が形成されてなる足場装置。
The aluminum scaffold building frames according to claim 1 are arranged to face each other at regular intervals, and between the aluminum vertical members facing each other of the aluminum scaffold building frames, steel fastening pins of each vertical member are interposed. The first stage scaffolding is formed by hanging the crossing streaks made of steel in a cross shape, and the scaffolding board is built between the opposing aluminum scaffolding frames. For each aluminum scaffolding of this first stage scaffolding A scaffold device in which a multi-stage scaffolding is formed by adding the following aluminum scaffolding building frame to the building frame, applying the steel crossing streaks in the same manner as described above, and spanning the scaffolding plate.
JP2004201681A 2004-07-08 2004-07-08 Aluminum scaffolding and scaffolding equipment Expired - Fee Related JP4020894B2 (en)

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