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JP4174438B2 - Suspended scaffolding - Google Patents
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JP4174438B2 - Suspended scaffolding - Google Patents

Suspended scaffolding Download PDF

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Publication number
JP4174438B2
JP4174438B2 JP2004061053A JP2004061053A JP4174438B2 JP 4174438 B2 JP4174438 B2 JP 4174438B2 JP 2004061053 A JP2004061053 A JP 2004061053A JP 2004061053 A JP2004061053 A JP 2004061053A JP 4174438 B2 JP4174438 B2 JP 4174438B2
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Prior art keywords
scaffold
bracket
frame
scaffolding
horizontal connecting
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JP2005248574A (en
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浩正 大野
修 入江
広輝 泊
達也 北村
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Tokyu Construction Co Ltd
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Tokyu Construction Co Ltd
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Description

本発明は、吊足場に関するものである。   The present invention relates to a suspended scaffold.

従来の吊足場は、足場ユニットの縦フレームに荷重支持材を取り付けて、足場の荷重を建物躯体に支持させている。(例えば、特許文献1参照)
また従来、吊足場のフレームに係脱手段を設けて、建物躯体であるベランダの張出し部に取り付けて、足場の荷重を支持するようにしたものがある。(例えば、特許文献2参照)
In the conventional suspended scaffold, a load support material is attached to the vertical frame of the scaffold unit, and the load of the scaffold is supported by the building frame. (For example, see Patent Document 1)
Conventionally, there is a structure in which an engagement / disengagement means is provided on a frame of a suspended scaffold and is attached to an overhanging portion of a veranda which is a building frame to support the load of the scaffold. (For example, see Patent Document 2)

しかし、上記特許文献1および2の吊足場は、いずれも建物躯体の任意の位置に荷重支持材や係脱手段を取り付けることができなかったので、建物の形状によっては、足場の設置が困難であった。(図3(B)および図4(B)参照)このため、建物躯体の外形に合わせた足場を別途に製作しなければならず、コストダウンできなかった。   However, since the suspension scaffolds of Patent Documents 1 and 2 described above could not attach the load support material or the engagement / disengagement means to any position of the building frame, it was difficult to install the scaffolding depending on the shape of the building. there were. (Refer to FIG. 3B and FIG. 4B) For this reason, it was necessary to separately manufacture a scaffolding adapted to the outer shape of the building frame, and the cost could not be reduced.

また、上記従来の吊足場を盛替える際、足場盛替え後の固定作業が容易に行えないため、建物躯体を損傷させる危険性が高かった。また、1ユニット当たりの荷重支持材や係脱手段の数も多かったために、盛替え作業に手間取っていた。   In addition, when replacing the conventional suspension scaffold, the fixing work after the scaffold replacement cannot be easily performed, and thus there is a high risk of damaging the building frame. In addition, since the number of load supporting members and engaging / disengaging means per unit was large, it took time for refilling work.

さらに、従来の足場は、図6(B)に示すように、上下の足場板間の高さが低く(約1,700mm)て、腰を曲げながら作業をしなければならず、効率のよい作業が出来なかった。
特開2001−90338号公開特許公報 特開平11−131790号公開特許公報
Furthermore, as shown in FIG. 6B, the conventional scaffold has a low height between the upper and lower scaffolding plates (about 1,700 mm) and must be operated while bending the waist, which is efficient. I couldn't work.
Japanese Patent Laid-Open No. 2001-90338 Japanese Patent Laid-Open No. 11-131790

本発明が解決しようとする課題は、建物躯体の外形に左右されることなく自由にレイアウトすることができ、盛替え作業を迅速かつ容易に行うことができ、足場内部での作業性を向上させることができる吊足場を提供することにある。   The problem to be solved by the present invention can be freely laid out without being influenced by the outer shape of the building frame, can be refilled quickly and easily, and improves the workability inside the scaffolding It is to provide a suspension scaffold that can be used.

本発明の吊足場は、縦フレームと足場板と筋交い等から成る足場ユニットと、該足場ユニットの建物躯体に近い方の複数の縦フレームの側部および建物躯体から遠い方の複数の縦フレームの側部にそれぞれ水平かつ同じ高さに取り付けられる水平繋ぎ材と、これらの水平繋ぎ材を任意の位置において支持するブラケットと、該ブラケットを着脱自在に取り付け固定するブラケット受材から構成されることを特徴とする。また、上記ブラケットを枢着ピンにより水平繋ぎ材に回動可能に取り付けることを特徴とする。さらに、上下の足場板間の高さを、約1,900mmに設定したことを特徴とする。   The suspended scaffold of the present invention includes a scaffold unit composed of a vertical frame, a scaffold plate, a brace, etc., a plurality of vertical frames that are closer to the building frame of the scaffold unit, and a plurality of vertical frames that are far from the building frame. It is composed of a horizontal connecting member that is attached to each side horizontally and at the same height, a bracket that supports these horizontal connecting members at arbitrary positions, and a bracket receiving member that is detachably attached and fixed to the bracket. Features. Further, the bracket is attached to a horizontal connecting member by a pivot pin so as to be rotatable. Further, the height between the upper and lower scaffolding plates is set to about 1,900 mm.

1)建物躯体の外形に左右されることなく自由度の高い足場レイアウトとすることができる。
2)足場の盛替作業を迅速かつ容易に行うことができる。
3)上下の足場板間の高さを従来より高く設定したので、足場内部での作業性を向上させることができる。
1) A scaffold layout with a high degree of freedom can be obtained without being influenced by the outer shape of the building frame.
2) The scaffold replacement work can be performed quickly and easily.
3) Since the height between the upper and lower scaffolding plates is set higher than before, the workability inside the scaffolding can be improved.

図1は、本発明の吊足場の一実施例を示すもので、1は足場ユニット、2は建物躯体、3は壁継ぎ材である。該足場ユニット1は、縦フレーム1a−1および横フレーム1a−2から成る複数の足場フレーム1aと、左右の足場フレーム1aの横フレーム1a−2に掛け止めて固定される足場板1bと、左右の足場フレーム1aの縦フレーム1a−1に接続される筋交い1cから構成される。本発明の足場ユニット1は上記構造に限定するものではなく、従来公知の枠組み足場であればいずれでもよい。上記足場ユニット1は、複数の層およびスパンから成り、上記壁継ぎ材3により建物躯体2に固定されるようになっている。   FIG. 1 shows an embodiment of a suspended scaffold according to the present invention, wherein 1 is a scaffold unit, 2 is a building frame, and 3 is a wall joint. The scaffold unit 1 includes a plurality of scaffold frames 1a composed of a vertical frame 1a-1 and a lateral frame 1a-2, a scaffold plate 1b that is fixedly secured to the lateral frame 1a-2 of the left and right scaffold frames 1a, The brace 1c is connected to the vertical frame 1a-1 of the scaffold frame 1a. The scaffold unit 1 of the present invention is not limited to the above-described structure, and may be any conventionally known framework scaffold. The scaffold unit 1 is composed of a plurality of layers and spans, and is fixed to the building frame 2 by the wall joint material 3.

4は水平繋ぎ材であって、上記足場ユニット1の縦フレーム1a−1の任意の高さ位置の側部に、2本1組として取り付け固定されている。すなわち、水平繋ぎ材4は、建物躯体2に近い方(内方)の縦フレーム1a−1と遠い方(外方)の縦フレーム1a−1の側部に、それぞれ水平かつ同じ高さに取り付けられている。足場ユニット1の層が多い場合には、水平繋ぎ材4を複数組み取り付け配置してもよい。 Reference numeral 4 denotes a horizontal connecting material, which is fixedly attached to a side portion at an arbitrary height position of the vertical frame 1a-1 of the scaffold unit 1 as a set. In other words, the horizontal connecting members 4 are attached to the sides of the vertical frame 1a-1 closer to the building housing 2 (inner side) and the vertical frame 1a-1 closer to the outer side (outer side) at the same height. It has been. When there are many layers of the scaffold unit 1, a plurality of horizontal connecting members 4 may be attached and arranged.

5はブラケット材であって足場ユニット1の鉛直荷重を支持するものである。図2からも明らかなように、その外端部5aは外方の水平繋ぎ材4に枢着ピン6により回動可能に取り付けられている。該ブラケット材5は水平繋ぎ材4の所望の位置に割り付けて取り付けする。上記ブラケット材5の内端部5bは、足場ユニット1の内方(建物躯体2側)に延設されていて、ブラケット受材7に着脱自在に取り付け固定されるようになっている。   A bracket material 5 supports the vertical load of the scaffold unit 1. As apparent from FIG. 2, the outer end portion 5 a is rotatably attached to the outer horizontal connecting member 4 by a pivot pin 6. The bracket material 5 is allocated and attached to a desired position of the horizontal connecting material 4. The inner end portion 5b of the bracket member 5 extends inward of the scaffold unit 1 (building housing 2 side), and is detachably attached to the bracket receiving member 7.

上記ブラケット材5をブラケット受材7に取り付けるには、該ブラケット材5を取り付けた足場ユニット1をクレーン(図示せず)等により吊り上げた状態で建物躯体2に近づけ、図2(A)に示すように、ブラケット材5の内端部5bをブラケット受材7の第1受ピン7aに乗せる。この状態でブラケット材5の内端部5bを更に押し込み、先端がブラケット受材7の第2受ピン7bの下側に到達すると、足場ユニット1を降ろし、ブラケット材5の固定穴5cとブラケット受材7の固定穴7cの位置を合わせて、図2(B)のように、固定ピン8を差し込み、両者を固定する。ブラケット材5をブラケット受材7から外す場合には、上記手順を逆に行えばよい。   In order to attach the bracket member 5 to the bracket receiving member 7, the scaffold unit 1 to which the bracket member 5 is attached is brought close to the building frame 2 while being lifted by a crane (not shown) or the like, and is shown in FIG. As described above, the inner end portion 5 b of the bracket member 5 is placed on the first receiving pin 7 a of the bracket receiving member 7. In this state, when the inner end 5b of the bracket member 5 is further pushed in and the tip reaches the lower side of the second receiving pin 7b of the bracket receiving member 7, the scaffold unit 1 is lowered, and the fixing hole 5c of the bracket member 5 and the bracket receiving member 5 are received. The position of the fixing hole 7c of the material 7 is adjusted, and the fixing pin 8 is inserted and fixed as shown in FIG. 2 (B). When the bracket member 5 is removed from the bracket receiving member 7, the above procedure may be reversed.

以上のように、本実施例のブラケット材5は水平繋ぎ材4の所望の位置に割り付けて取り付けすることができるので、図3(A)に示すように、ブラケット材5の割り付け位置を調整移動させることにより、足場ユニット1の位置を矢印方向に調整し、建物躯体2の外形寸法に左右されることなく、足場ユニット1間の隙間G1を無くしたり、コーナー部の隅間G2を無くすことができる。   As described above, since the bracket member 5 of this embodiment can be assigned and attached to a desired position of the horizontal connecting member 4, the assigned position of the bracket member 5 is adjusted and moved as shown in FIG. By adjusting the position of the scaffold unit 1 in the direction of the arrow, the gap G1 between the scaffold units 1 can be eliminated and the corner G2 between the corners can be eliminated without being influenced by the external dimensions of the building housing 2. it can.

また、図4(B)に示すように、建物躯体2に庇Hなどの突起物がある場合には、突起物の無い図4(A)の状態からブラケット5およびブラケット受材7の位置を容易に移動させることができる。   Further, as shown in FIG. 4B, when the building housing 2 has protrusions such as a fence H, the positions of the bracket 5 and the bracket receiving material 7 are changed from the state of FIG. It can be moved easily.

さらに、図5に示すように、建物躯体2のコーナー形状が変形している場合には、L型水平繋ぎ材4′を製作して、これを既製品であるフレーム材Fや足場板Pと一体化して、対応させることができる。Rは隙間板である。   Further, as shown in FIG. 5, when the corner shape of the building frame 2 is deformed, an L-shaped horizontal connecting member 4 ′ is manufactured, and this is used as a ready-made frame member F or scaffolding plate P. It can be integrated and dealt with. R is a gap plate.

図6(A)に示すように、上下の足場板1bの高さを1,900mmと従来(B)の1,700mmより高くすることにより、腰を曲げることなく楽な姿勢で作業を行うことができ、作業の効率化を図ることができる。   As shown in FIG. 6 (A), the height of the upper and lower scaffolding plates 1b is 1,900 mm, which is higher than the conventional (B) 1,700 mm, so that the work can be performed in an easy posture without bending the waist. It is possible to improve work efficiency.

本発明の吊足場の一実施例を示す平断面図(A)、正面図(B)および側断面図(C)である。It is the plane sectional view (A), front view (B), and side sectional view (C) which show one example of the suspension scaffold of the present invention. ブラケット材の取り付け説明図である。It is attachment explanatory drawing of a bracket material. 本発明の吊足場の効果の説明図である。It is explanatory drawing of the effect of the suspension scaffold of this invention. 本発明の吊足場の効果の説明図である。It is explanatory drawing of the effect of the suspension scaffold of this invention. 建物の変形コーナー部における吊足場の説明図である。It is explanatory drawing of the suspension scaffold in the deformation | transformation corner part of a building. 本発明の吊足場の足場板間での作業員の姿勢状態を示す説明図(A)、従来の足場での作業員の姿勢状態を示す説明図(B)である。It is explanatory drawing (A) which shows the attitude | position state of the worker between the scaffolding plates of the suspension scaffold of this invention, and explanatory drawing (B) which shows the attitude | position state of the worker in the conventional scaffold.

符号の説明Explanation of symbols

1 足場ユニット
1a 足場フレーム
1a−1 縦フレーム
1a−2 横フレーム
1b 足場板
1c 筋交い
2 建物躯体
3 壁繋ぎ材
4 水平繋ぎ材
5 ブラケット
5a 外端部
5b 内端部
5c 固定穴
6 枢着ピン
7 ブラケット受材
7a 第1受ピン
7b 第2受ピン
7c 固定穴
8 固定ピン
DESCRIPTION OF SYMBOLS 1 Scaffolding unit 1a Scaffolding frame 1a-1 Vertical frame 1a-2 Horizontal frame 1b Scaffolding board 1c Bracing 2 Building frame 3 Wall connecting material 4 Horizontal connecting material 5 Bracket 5a Outer end 5b Inner end 5c Fixing hole 6 Pivoting pin 7 Bracket receiving material 7a First receiving pin 7b Second receiving pin 7c Fixing hole 8 Fixing pin

Claims (3)

縦フレームと足場板と筋交い等から成る足場ユニットと、該足場ユニットの建物躯体に近い方の複数の縦フレームの任意の高さ位置の側部および建物躯体から遠い方の複数の縦フレームの側部にそれぞれ水平かつ同じ高さに取り付けられる水平繋ぎ材と、これらの水平繋ぎ材を任意の位置において支持するブラケットと、該ブラケットを着脱自在に取り付け固定するブラケット受材から構成されることを特徴とする吊足場。 Scaffolding unit composed of vertical frame, scaffolding board and bracing, etc., and the side of the vertical unit at the arbitrary position of the vertical frame nearer to the building frame and the side of the vertical frame farther from the building frame It is composed of a horizontal connecting member that is attached to each part at the same height, a bracket that supports the horizontal connecting member at an arbitrary position, and a bracket receiving member that is detachably attached and fixed to the bracket. Suspended scaffolding. 上記ブラケットを枢着ピンにより、建物躯体から遠い方の水平繋ぎ材に回動可能に取り付けることを特徴とする請求項1に記載の吊足場。 The suspension scaffold according to claim 1, wherein the bracket is pivotally attached to a horizontal connecting member far from the building frame by a pivot pin. 上下の足場板間の高さを、約1,900mmに設定したことを特徴とする請求項1または2に記載の吊足場。   The suspended scaffold according to claim 1 or 2, wherein a height between the upper and lower scaffold plates is set to about 1,900 mm.
JP2004061053A 2004-03-04 2004-03-04 Suspended scaffolding Expired - Lifetime JP4174438B2 (en)

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JP4174438B2 true JP4174438B2 (en) 2008-10-29

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JP6444725B2 (en) * 2014-12-24 2018-12-26 東京製綱株式会社 Suspension scaffold for falling object protection device and installation method of suspension scaffold on slope

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