JPS6168971A - Assembling and disassembling of frame scaffold - Google Patents
Assembling and disassembling of frame scaffoldInfo
- Publication number
- JPS6168971A JPS6168971A JP59188728A JP18872884A JPS6168971A JP S6168971 A JPS6168971 A JP S6168971A JP 59188728 A JP59188728 A JP 59188728A JP 18872884 A JP18872884 A JP 18872884A JP S6168971 A JPS6168971 A JP S6168971A
- Authority
- JP
- Japan
- Prior art keywords
- scaffold
- scaffolding
- frame
- framework
- assembling
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/007—Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Movable Scaffolding (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、例えば建築物の購笑時や補修時等に設ける、
上下複数段に連結した枠組足場の組立方法及び解体方法
ｖｃ関する。[Detailed Description of the Invention] [Industrial Field of Application] The present invention provides a
This invention relates to a method for assembling and dismantling a framework scaffolding connected to multiple upper and lower stages.
従来、上述の枠組足場を組み立てるＩｃあたっては、先
ず、地表面上に複数個の縦枠（平面材）を立設し、隣り
合う縦枠の上部どうしに戸って作業床としての布枠（水
平材）を架設することによって１段目の足場を構成する
。 次に、その布枠の上に作業員が乗り、各縦枠の上に
析たな縦枠を継ぎ足し、隣シ合う縦枠の上部どうしに亘
って祈念な布枠を架設する。 そして、各段の足場を網
成する布枠を架設し終る毎に、作業員がその布枠上に登
シ、地表からクレーンやクインチ等で吊上げた縦枠や布
枠等の足場構成部材を受は取り、前述と同様の作業を昏
返すことによって枠組５！場を組み立てていた。Conventionally, when assembling the above-mentioned framework scaffolding, first, a plurality of vertical frames (plane materials) are erected on the ground surface, and a cloth frame is installed between the tops of the adjacent vertical frames to form a work floor. The first stage of scaffolding will be constructed by erecting (horizontal materials). Next, a worker stands on top of the fabric frame, adds another vertical frame on top of each vertical frame, and erects a prayerful fabric frame across the tops of the adjacent vertical frames. After each stage of scaffolding has been erected, a worker climbs onto the fabric frame and lifts the scaffold components, such as the vertical frame and fabric frame, which are lifted from the ground using a crane or quinch. By taking the Uke and repeating the same work as above, Framework 5! I was setting up the place.
−！え、上述の枠組足場と解体するにあたっては、先ず
、作業員が足場の最上段をて乗り、最上段の５！場を構
成する布枠や縦枠を取り外し、−ケ所に運ｔ９集積した
後に、クレーンやクインチ等でそれら足場構成部材を地
表面に吊り降ろす。-! In order to dismantle the above-mentioned framework scaffold, the worker must first climb onto the top tier of the scaffold, and climb onto the top tier of the scaffold. After removing the cloth frames and vertical frames that make up the site and piling them up at -9 locations, the scaffold components are lowered to the ground using a crane, quinch, etc.
各段の足場構成部材を取り外して吊り降ろす毎に、作業
員が一段下の布枠上に下り、前述と同様の作業を繰返す
ことによって枠組足場を解体していた（特に文献はない
）。Each time the scaffolding components at each level were removed and lowered, a worker would descend onto the fabric frame at the level below and repeat the same operations as above to dismantle the scaffolding framework (there is no specific literature).
しかし、上述した従来の枠組足場の組立方法及び解体方
法は、何れの場合にも以下に述べるような問題のある現
状であり、改善の余地があった。However, the conventional methods for assembling and dismantling frame scaffolds described above have the following problems in each case, and there is room for improvement.
まず、枠組足場の組立及び解体に際して、作業員が高い
足場上において作業を行なわなければならず、足場上に
ほぼ水平に張り度した親綱に命綱を掛けて作業をするも
のの、墜落の危険性が大きく、また、足場構成部材の落
下による災害の危険性が大きい。First, when assembling and dismantling frame scaffolding, workers must work on high scaffolding, and although they work by hanging a lifeline from a main line tensioned almost horizontally on the scaffolding, there is a risk of falling. In addition, there is a high risk of disaster due to falling scaffolding components.
次に、足場の上下刃向の段数が多くなるに従つて、足場
構成部材の上げ掻ろしのために費やす時間が膨大となり
、また、高所作業であり、しかも命綱を掛けた状態で作
業しなければならないため、作業員の行動が規制され、
さらには、次の段の足場に移動する毎に命綱を掛ける規
組を張り替える必要があることから、全体として、足場
の組立及び解体のための作業能率が著しく低くなる。Next, as the number of vertical stages of scaffolding increases, the amount of time spent raising and lowering the scaffolding components increases, and the work must be done at heights with lifelines attached. The behavior of workers is regulated because they have to
Furthermore, since it is necessary to re-hitch the lifeline ropes each time the scaffold moves to the next stage, overall work efficiency for assembling and dismantling the scaffolding is significantly reduced.
本発明の目的に、上述の実情に晃みて、枠組足場の組立
及び解体を、安全性の高い状態で、しかも、作業能率よ
く行なえるようにすることにある。SUMMARY OF THE INVENTION In view of the above-mentioned circumstances, it is an object of the present invention to make it possible to assemble and dismantle a framework scaffold in a highly safe and efficient manner.
本第１発男による枠組足場の組立方法、及び木＠２発明
による枠組足場の解体方法の特徴構成は、複数個の足場
用縦枠を上下に連結した枠組足場を支持した状態で、足
場を組み立てる際 、（には、足場の最下端部に下方
の足場を構成する縦枠を導入して連結することを繰り返
すことによって、また、足場を解体する際には、下方の
足場を構成する縦枠を除去した徐に５！場を作業位置に
まで降ろすことを繰り返すことによって、夫々枠組足場
の組立て又は解体を行なうことにあシ、その作用効果は
次のとおりである。The characteristic structure of the method for assembling a frame scaffold according to the first invention and the method for dismantling a frame scaffold according to the invention of Tree @ 2 is that the scaffold is disassembled while supporting a frame scaffold in which a plurality of vertical scaffolding frames are connected vertically. When assembling, (by repeating the process of introducing and connecting the vertical frames that make up the lower scaffold at the lowest end of the scaffold, and when dismantling the scaffold, the vertical frames that make up the lower scaffold are By repeating the process of removing the frame and gradually lowering the platform to the working position, the frame scaffolding can be assembled or dismantled, respectively.The operation and effect are as follows.
つまり、上下方向複数段の枠組足場の組立て及び解体の
ための作業を、全て作業員が地上に居る状態のｔまで行
なうのである。In other words, the work for assembling and dismantling a plurality of vertically tiered frame scaffolds is performed up to t with all workers on the ground.
その結果、高所における作業をする必要がないから、墜
落や足場構成部材の落下による災害の危険性のない伏憩
で、枠組こ場の組立及び解体を行なえるようになった。As a result, since there is no need to work at heights, it is now possible to assemble and disassemble the framework in a sheltered position without the risk of accidents due to falls or falling scaffolding components.
しかも、こ堝上に親綱を張り渡す必要もないから、
組立てや解体に際して従来必要とした親網の＆替えが不
要であり、さらに、組立て時及び解体時に足場構成部材
を上げ降ろしする必要もないから、作業能率を大巾に向
上することができるようになり、全体として、安全面及
び作業能率面のいずれにおいても、極めて優れた枠組足
場の組立方法及び解体方法を提供できるようになった。Moreover, there is no need to stretch the main rope over the rope.
There is no need to replace the main net that was previously required during assembly and disassembly, and there is no need to raise and lower scaffold components during assembly and disassembly, so work efficiency can be greatly improved. As a whole, it has become possible to provide a method for assembling and dismantling a framework scaffold that is extremely superior in terms of both safety and work efficiency.
以下に、図面に基づいて、本発明の詳細な説明する。 The present invention will be described in detail below based on the drawings.
まず、第１図ビ）〜チを用いて、足場の組立方法につい
て述べる。First, the method of assembling the scaffold will be described using Fig. 1 B) to H.
げ）建築物［Ｆ］）の外向面に沿った地表面上に複数個
の鳥居型縦枠ｉｌ＋を立役し、隣り合う縦枠（１１，＋
１１の上部どうしに亘って、作業床として使用可所な布
枠（２１を架設するとともに、両鮮枠ｉｌｌ 、 （Ｉ
ｔの押管（１ａ）どうしを交差筋違（３＋ Ｖ′ｃよっ
て迎拮し、足場Ａ）の建築物Ｇ３１に対向する面と反対
側の面に、養生用ネット（４）を取り付ける（第１図（
イ）参照）。G) A plurality of torii-shaped vertical frames il+ are erected on the ground surface along the outward facing surface of the building [F]
A cloth frame (21) that can be used as a work floor was erected over the upper parts of the two frames (I
The push pipes (1a) of t are intersected by cross braces (3+V'c), and a curing net (4) is attached to the surface of scaffolding A) opposite to the surface facing building G31. Figure 1 (
b) see).
ＩＣ：Ｉ）長手方向に２スパン（即ち、縦枠（１）８個
と布枠（２１２枚分）連結して一体化した一段分の枠組
足場（ＡＵ）の四隅に、シャンクル（５）を介して台付
ワイヤ（６）を取り付ける（第１図（ロ）参照〕。IC: I) Shankles (5) are attached to the four corners of a single-level scaffolding (AU) that is integrated by connecting two spans in the longitudinal direction (i.e., 8 vertical frames (1) and 212 fabric frames). Attach the mounting wire (6) through the cable (see Figure 1 (b)).
台付ワイヤ（６）は、第３図及び第４図に示すように、
ｌ不の規ワイで（６ａ）の適当箇所に、トヨロック（東
京ｇ！鋼株式会社製）等のワイヤソゲツト（６ｃ）によ
り末端を輪状に形成した複数本の子ワイヤ（６ｂ）を、
ワイヤソゲノド（６ｄ）により結合しである。The mounting wire (6) is, as shown in FIGS. 3 and 4,
Place multiple child wires (6b) whose ends are formed into a ring shape using wire sawgets (6c) such as TOYOLOCK (manufactured by Tokyo G! Steel Co., Ltd.) at appropriate locations on (6a) using any standard.
It is connected by a wire sogenode (6d).
ｂ）４木の台材ワイヤ（６）を、トランククレーン（図
示せず）の７ツク（７）に掛け、一段分の枠組足場（Ａ
Ｕ）を吊り上げて縦枠（ｌｊの高さにほぼ等しい距離だ
け地表面から浮き上がらせる（第１図呻）及び七１参照
）。b) Hang the 4-wood platform wire (6) on the 7 hooks (7) of the trunk crane (not shown) and raise the frame scaffolding (A) for one stage.
Lift the vertical frame (U) and raise it above the ground by a distance approximately equal to the height of lj (see Figure 1 and 71).
に）その状態で各縦枠（１υ）の下部に、新たな縦枠（
ＩＬ）をジヨイントビン（８）を介して連結固定する。) In that state, create a new vertical frame (1υ) at the bottom of each vertical frame (1υ).
IL) is connected and fixed via the joint bin (8).
連結方法を詳述すると、第１図（ハ）及び第５図に示
すように、下方縦枠（ＩＬ）の両脚管（ｌＬａ）の上端
に、夫々ジヨイントビン（８）の一端を挿し込んでビン
（９）の挿通により抜止めし、その下方縦枠（ＩＬ）を
作業員が手で持ちながら上方に押上げ、両ジヨイントビ
ン（８）を、吊上げ状聾の上方縦枠（ＩＵ）の両脚管（
ＩＵａ）下端に挿し込み、上方縦枠（ＩＵ）の両脚管（
ｌｕａ）下部に付設したスプリング付ロックビン１１Ｏ
）の係正により、上下両縦枠（ＩＵ）−（ＩＬ）を連結
固定する。 そして、隣り合’Ｊ Ｐｌ 枠（ＩＬ）、
（ＩＬ） ’７） 上Ｍ （！： ウＬ ＩＣＤｊ ツ
”’Ｃ＠ ｅ（２１を架設し、交差筋遣（３）及び養生
ネット（４）を取り付ける（＄１図に）参照）。To explain the connection method in detail, as shown in Fig. 1 (C) and Fig. 5, one end of the joint bin (8) is inserted into the upper end of the both leg pipes (lLa) of the lower vertical frame (IL), respectively. (9) is inserted into the upper vertical frame (IU) to prevent it from coming out, and the worker holds the lower vertical frame (IL) with his/her hand and pushes it upwards. (
IUa) and insert it into the lower end of the upper vertical frame (IU).
lua) Lock bin 11O with spring attached to the bottom
), both the upper and lower vertical frames (IU)-(IL) are connected and fixed. And the adjacent 'J Pl frame (IL),
(IL) '7) Upper M (!: UL ICDj ツ"'C@e (Erect 21 and attach the cross brace (3) and curing net (4) (see figure $1)).
（ホ）新たな一段分の足場（ＡＬ）の組立及び上方の足
場（ＡＵ）との連結が終了すれば、クレーンにより足場
全体Ｗを吊上げ、上記に）の工程を繰り返すことによっ
て、足場を上下刃向に複数段、連結しながら組み立てる
（第１図け９恰照）。 尚、第４図に示すように、上下
刃向８段毎に、・ふ台付ワイヤ（６）の子ワイヤ（６ｂ
〕をシャンクル（５）を介してこ場（８）に取り付け、
上下刃向に高くなるこ場（５）をクレーンにより吊るこ
とで不測に揺れたり転倒することを防止しである。(E) Once the assembly of the new one-tier scaffold (AL) and the connection with the upper scaffold (AU) are completed, the whole scaffold W is lifted up by a crane, and the steps above are repeated to move the scaffold up and down. Assemble by connecting multiple stages in the direction of the blade (Figure 1, Figure 9). In addition, as shown in Fig. 4, every 8 stages in the upper and lower blade direction, the child wire (6b) of the wire with footing (6)
] to the base (8) via the shank (5),
By suspending the shaft (5), which is higher in the vertical direction, by a crane, it is possible to prevent it from shaking or falling over unexpectedly.
（へ）足場（２）が所定高さにまで達すれば、最下端の
全ての脚管（１ａ）の下＠に、高さ調節を行なうための
ジヤツキベース（１１）を挿し込み、地表面上に故いた
品代板等の散板（Ｌ１５の上に、足場穴全体を載せる。(f) When the scaffold (2) reaches a predetermined height, insert the jack base (11) for height adjustment under all the leg pipes (1a) at the lowest end, and place it on the ground surface. Place the entire scaffolding hole on top of the scattered board (L15) such as the damaged board.
高さ調節をし、建築物■と足場（３）とを壁繋ぎ（１
３Ｉにより連結固定した後、台寸ワイで（６）を取り外
して足場Ｗの組立てを完了する（第１図（へ）参照）。Adjust the height and connect the building ■ and the scaffolding (3) to the wall (1).
After connecting and fixing with 3I, remove (6) at the stand width to complete the assembly of the scaffold W (see Fig. 1 (f)).
（ト）同様に組み立てたこ場（Ａ）を長手方向に複数個
並べ、隣り合う足場穴の各段どうしに亘って、布枠（２
）を架設するとともに交差筋Ｂ（３＋ｔ−取付け、もっ
て、建築物ＣＢ）の外周面に沿った一連の枠組足場を構
成する（第１図（ト）及びチ参照）。(G) Arrange a plurality of similarly assembled scaffolds (A) in the longitudinal direction, and place cloth frames (2
) and construct a series of framework scaffolding along the outer circumferential surface of the cross reinforcement B (3+t- attached, thus building CB) (see Figure 1 (g) and h).
次に、第２図Ｋ）〜に））を用いて、足場の解体方法に
ついて述べる。Next, the method for dismantling the scaffold will be described using Fig. 2 K) to)).
旧建築物３）の外周面に沿った上下複数段の一連の枠組
足場の、長手方向５スパン毎の布枠（２）、交差筋糸（
３）及び養生ネット（４）を取外し、長手ヵ向４スパン
宛（即ち、縦枠（１）５列と布枠（２）４枚分）の複数
個の足場（２）に分割する。 取外した布枠（２１等の
足場構成部材に、分割した足場＠の適宜箇所に、番＠等
により縛り付ける（第２図馨）参照）。The fabric frames (2) and intersecting threads (
3) and the curing net (4) are removed and divided into a plurality of scaffolds (2) with four spans in the longitudinal direction (that is, five rows of vertical frames (1) and four cloth frames (2)). Tie the removed cloth frame (21, etc.) to the appropriate parts of the divided scaffold with ties, etc. (see Figure 2).
←）第３図及び第４図に示すように、１本の硯ワイヤ（
６ａ）に複数本の子ワイヤ（６ｂ）をワイヤソケット（
６ｄ）により結合した台材ワイヤ（６）を、トラックク
レーン（図示せず）からほぼ水平姿勢に吊り下げたＨ形
鋼製の吊枠（１ｄｌに６本吊り下げ、各台材ワイヤ（６
）の子ワイヤ（６ｂ）の末端に形成し之輪状部分を、分
別した長手方向４スパン分の足場穴の、四隅及び中間の
２箇所の計６箇所において、最上段から８段毎の縦枠ｍ
の上部にシャンクル（５）を介して取付ける。←) As shown in Figures 3 and 4, one inkstone wire (
Connect multiple child wires (6b) to the wire socket (6a).
The platform wires (6) connected with
) The ring-shaped part formed at the end of the child wire (6b) is attached to the vertical frame every 8 steps from the top step at a total of 6 locations, 4 corners and 2 locations in the middle, of the scaffold holes for 4 longitudinal spans. m
Attach to the top of the unit via the shank (5).
（ハ）足場穴と建築物［Ｆ］）とを緊結している壁？ぎ
＋１３ 全取外し、トラッククレーンにより足場■全体
を若干吊り上げ、最下端部のジヤツキベース［１１を取
り外す。 ジヤツキベース（１１）を取り除いた後、足
場（・りを地表面ＶＣ降ろす（第２図（ロ）勾照）。(c) A wall that tightly connects the scaffolding hole and the building [F])? +13 Completely removed, lift the entire scaffolding slightly using a truck crane, and remove the jack base [11] at the lowest end. After removing the jack base (11), lower the scaffolding to the ground surface (Figure 2 (b)).
に）足場穴の最下端部の段を構成する縦枠（ＩＬ）と上
部の縦枠（ｌυ）との連結を、第５図に示すロックピン
ｊｌｏ）の係止解除により解除する。 連結解除した上
方の足場（ＡＵ）をクレーンにより吊り上げて地表面上
１ｃ降ろすとともに、地表面上に伐る一段分の足場（Ａ
Ｌ）を構成する縦枠ｆｌｌ、布枠（２）及び交差筋ａ
＋３１等の部材を取り外して片付ける（第２図（・）及
び←）参照）。b) The connection between the vertical frame (IL) constituting the lowest stage of the scaffolding hole and the upper vertical frame (lυ) is released by releasing the lock pin jlo) shown in FIG. The uncoupled upper scaffolding (AU) is hoisted up by a crane and lowered 1 cm above the ground surface, and one level of scaffolding (AU) is cut above the ground surface.
Vertical frame flll, cloth frame (2) and cross strip a that constitute L)
Remove and put away parts such as +31 (see Figure 2 (・) and ←).
（へ）一段分の足場の解体が終了する毎に、上記に）の
工程を繰り返すことによって、全ての段の足場の解体を
行なう。(f) Every time the dismantling of one stage of scaffolding is completed, repeat the process in (a) above to dismantle all stages of scaffolding.
Ｃ別実施的〕 次に、別の実施例を説明する。Practical by C] Next, another example will be described.
足場の組立て及び解体のいずれの場合においても、足場
を支持する之めの装置として、特に新築工嘔中の建築物
等においては、工事現弓に既設の定６型のタワークレー
ン等を利用したり、或は、地表面上に設置した油圧ジヤ
ツキ等を用いる等、種々の変更が可能である。In both erecting and dismantling scaffolding, a Type 6 tower crane, etc., which is already installed at the site of construction, should be used as a device to support the scaffolding, especially for buildings that are currently under construction. Various modifications are possible, such as using a hydraulic jack or the like installed on the ground surface.
本実施例に於いて、足場の組立時にに吊枠（１４１を用
いず、足場の解体時にのみ吊枠−を用いたヵ去について
説明したが、組立時に吊枠１１４１を用いる方法及び解
体時に吊枠（１４１を用いない７ｊ夫の、いずれをも採
用することが出来ることに言うまでもなく、吊枠（卯を
使用するか否かは、組立て及び解体すべき枠組足場の長
手方向寸法（／？−より、一般的には３スパン以上にな
れば使用した方がよいが、適宜変更６丁能である。In this embodiment, a method of using the hanging frame (1141) only when dismantling the scaffold without using the hanging frame (141) when assembling the scaffold was explained. Needless to say, it is possible to adopt any of the 7j types that do not use a frame (141), and whether or not to use a hanging frame (2) depends on the longitudinal dimension (/?-) of the frame scaffold to be assembled and dismantled. In general, it is better to use 3 or more spans, but it can be changed to 6 spans as appropriate.
また、枠組足場を組み立てる際に、−歌会の足場を構成
する縦枠（ｌ）、布枠（２）、及び交差筋違（３）等を
予め組み立てておき、その後に上方の足場（Ａｔｒ）の
縦枠（ｌυ）と、下方の５１場（ＡＬ）の桁枠（ＩＬ）
とを連結することを繰り返すことによって組立てるよう
にしたり、枠組足場を解体する際に、最下端部の足場を
構成する布枠（２１、交差筋違（３）及び縦枠（１１等
の部材を、各別に取り外して除去することを繰り返すこ
とによって解体するようにしたりする等、適宜変更が可
能である。In addition, when assembling the framework scaffolding, - the vertical frame (l), cloth frame (2), cross brace (3), etc. that make up the scaffolding for the song festival are assembled in advance, and then the upper scaffolding (Atr) is assembled. The vertical frame (lυ) and the girder frame (IL) of the lower 51 field (AL)
When assembling the scaffold by repeating the process of connecting them, or when dismantling the framework scaffold, the members such as the cloth frame (21, cross brace (3), vertical frame (11) etc. that make up the scaffold at the lowest end) It is possible to make appropriate changes, such as disassembling the parts by repeatedly removing and removing each part separately.
上下縦枠（ＩＵ）、（ＩＬ）の連結方法も適宜変更可能
であり、例えば、ロックビン１１０）の係正による方＆
ｌ’Ｃｇえて、上下の脚管（ＩＵａ）、（ｌｔａ）夫々
に付設した突起どうしをアームロックで連結することに
より、上下の縦枠（ＩＵ）、（ＩＬ）を連結固定するよ
うにしてもよい。The connection method of the upper and lower vertical frames (IU) and (IL) can also be changed as appropriate, for example, by adjusting the lock bin 110).
In addition, the upper and lower vertical frames (IU) and (IL) can be connected and fixed by connecting the protrusions attached to the upper and lower leg tubes (IUa) and (lta) with arm locks. good.
さらに、枠組足場を組み立て及び解体するに、上下に複
数段づつ纒めて、組立パでた後に上方の足場（ＡＵ）と
連結したり、上方の足場（ＡＵ ）との連結を解除した
後に除去解体を行なうようにしてもよい。Furthermore, when assembling and dismantling frame scaffolding, it is necessary to group them together in multiple stages at the top and bottom and connect them with the upper scaffolding (AU) after assembly, or remove them after releasing the connection with the upper scaffolding (AU). It may also be dismantled.
本実施例においては、長手方向に複数個の足場（２）を
連結した一連の枠組足場の組立て及び解体について説明
したが、本発明とじてな、例えば、長手方向に２スパン
分のみの枠組足場を１個だけ設ける場合であってもよい
。In this embodiment, the assembly and disassembly of a series of frame scaffolds in which a plurality of scaffolds (2) are connected in the longitudinal direction has been described. It is also possible to provide only one.
本発明は、地表面上に設置する枠組足場の他に、屋上に
設置する枠組足場、工場やドーム等の内部床上に設置す
る枠組足場等を対象としており、それら枠組ｇＩＥＪの
設置場所に応じて、地表面、屋上、室内床等、足場の組
立て及び解体°を行なう場所を、組立作業位置及び解体
作業位置と総称する。The present invention is intended for framework scaffolding installed on the ground surface, framework scaffolding installed on rooftops, framework scaffolding installed on the internal floor of factories, domes, etc., and depending on the installation location of these frameworks gIEJ. Locations where scaffolding is assembled and dismantled, such as the ground surface, rooftops, and indoor floors, are collectively referred to as assembly and disassembly locations.
本発明により組立て及び解体を行なう枠組足場の上下方
向段数は複数段であれば任意である。The number of vertical stages of the framework scaffold to be assembled and disassembled according to the present invention is arbitrary as long as it is plural.
図面は本発明に係る枠組足場の組立方法及び解体方法の
実施例を示し、第１図（イ）〜（ホ）は枠組足場の組立
方法を示す＠視図、第２図（イ）〜仁）は枠組足場の解
体方法を示す斜冴図、第３図は台４図は台材ワイヤの足
場への取付構造を示す概略側面図、第５図は上下の縦枠
の連結病造を示す一部切欠要部拡大図である。
（１）・・・・・・縦枠、（ＡＵ）・・・・・・上方の
足場、（ＡＬ）・・・・・・下方の足場。The drawings show an example of the method for assembling and dismantling a framework scaffold according to the present invention, and FIGS. ) is a perspective view showing the method of dismantling the framework scaffold, Figure 3 is a schematic side view showing the mounting structure of the platform wire to the scaffold, Figure 4 is a schematic side view showing the structure for attaching the scaffolding wire to the scaffold, and Figure 5 is the connection structure of the upper and lower vertical frames. It is a partially cutaway enlarged view of the main part. (1) Vertical frame, (AU) Upper scaffolding, (AL) Lower scaffolding.
Claims (1)
する枠組足場の組立方法であつて、足場 （Ａ＿Ｕ）を組立作業位置から適当高さにまで持ち上げ
、その足場（Ａ＿Ｕ）の最下端部に下方の足場（Ａ＿Ｌ
）を構成する縦枠（１）を導入し、その後に上下の足場
（Ａ＿Ｕ）、（Ａ＿Ｌ）を連結することを繰り返すこと
によつて、前記枠組足場の組立てを行なう枠組足場の組
立方法。 ［２］複数個の足場用縦枠（１）を上下に連結して構成
する枠組足場の解体方法であつて、上下の足場（Ａ＿Ｕ
）、（Ａ＿Ｌ）の連結を解除し、上下の足場（Ａ＿Ｕ）
を支持した状態で下方の足場（Ａ＿Ｌ）を構成する縦枠
（１）を除去し、その後に前記上方の足場（Ａ＿Ｕ）を
解体作業位置にまで降ろすことを繰り返すことによつて
、前記枠組足場の解体を行なう枠組足場の解体方法。[Claims] [1] A method for assembling a framework scaffold constructed by vertically connecting a plurality of scaffolding vertical frames (1), the method comprising: raising the scaffold (A_U) to an appropriate height from the assembly work position; Lift the lower scaffold (A_L) to the lowest end of the scaffold (A_U).
) A method for assembling a framework scaffold, in which the framework scaffold is assembled by repeatedly introducing the vertical frame (1) constituting the framework and then connecting the upper and lower scaffolds (A_U) and (A_L). [2] A method for dismantling a framework scaffold constructed by connecting a plurality of vertical scaffolding frames (1) vertically.
), (A_L) and the upper and lower scaffolds (A_U).
By repeating the steps of removing the vertical frame (1) constituting the lower scaffold (A_L) while supporting it, and then lowering the upper scaffold (A_U) to the dismantling work position, A method for dismantling framework scaffolding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59188728A JPS6168971A (en) | 1984-09-08 | 1984-09-08 | Assembling and disassembling of frame scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59188728A JPS6168971A (en) | 1984-09-08 | 1984-09-08 | Assembling and disassembling of frame scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6168971A true JPS6168971A (en) | 1986-04-09 |
Family
ID=16228735
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP59188728A Pending JPS6168971A (en) | 1984-09-08 | 1984-09-08 | Assembling and disassembling of frame scaffold |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6168971A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63122863A (en) * | 1986-11-11 | 1988-05-26 | 太平電業株式会社 | Scaffold assembling and disassembling method and apparatus |
| JPH02112558A (en) * | 1988-10-20 | 1990-04-25 | Nippon Bisoo Kk | Assembling and disassembling of scaffold |
| JP2007253642A (en) * | 2006-03-20 | 2007-10-04 | Daihatsu Motor Co Ltd | Lower structure of automobile |
| FR3124813A1 (en) * | 2021-07-05 | 2023-01-06 | Matthieu HUMBERSOT | Scaffolding tower and scaffolding and use of tower and scaffolding |
| WO2023281211A1 (en) * | 2021-07-05 | 2023-01-12 | Humbersot Matthieu | Scaffolding tower and scaffold and use of the tower and scaffold |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4919144A (en) * | 1972-04-19 | 1974-02-20 | ||
| JPS5115337A (en) * | 1974-07-30 | 1976-02-06 | Omron Tateisi Electronics Co |
-
1984
- 1984-09-08 JP JP59188728A patent/JPS6168971A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4919144A (en) * | 1972-04-19 | 1974-02-20 | ||
| JPS5115337A (en) * | 1974-07-30 | 1976-02-06 | Omron Tateisi Electronics Co |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63122863A (en) * | 1986-11-11 | 1988-05-26 | 太平電業株式会社 | Scaffold assembling and disassembling method and apparatus |
| JPH0546424B2 (en) * | 1986-11-11 | 1993-07-13 | Taihei Dengyo Kaisha | |
| JPH02112558A (en) * | 1988-10-20 | 1990-04-25 | Nippon Bisoo Kk | Assembling and disassembling of scaffold |
| JP2007253642A (en) * | 2006-03-20 | 2007-10-04 | Daihatsu Motor Co Ltd | Lower structure of automobile |
| FR3124813A1 (en) * | 2021-07-05 | 2023-01-06 | Matthieu HUMBERSOT | Scaffolding tower and scaffolding and use of tower and scaffolding |
| WO2023281211A1 (en) * | 2021-07-05 | 2023-01-12 | Humbersot Matthieu | Scaffolding tower and scaffold and use of the tower and scaffold |
| FR3142498A1 (en) * | 2021-07-05 | 2024-05-31 | Pilion | Scaffold tower and scaffolding and use of tower and scaffolding |
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