JPH04285262A - Expandable unit, expandable scaffold, and method of assembling and disassembling scaffold - Google Patents

Expandable unit, expandable scaffold, and method of assembling and disassembling scaffold

Info

Publication number
JPH04285262A
JPH04285262A JP7564191A JP7564191A JPH04285262A JP H04285262 A JPH04285262 A JP H04285262A JP 7564191 A JP7564191 A JP 7564191A JP 7564191 A JP7564191 A JP 7564191A JP H04285262 A JPH04285262 A JP H04285262A
Authority
JP
Japan
Prior art keywords
unit
scaffold
telescopic
expandable
telescoping
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
Application number
JP7564191A
Other languages
Japanese (ja)
Inventor
Hiroshi Tachibana
弘 橘
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP7564191A priority Critical patent/JPH04285262A/en
Publication of JPH04285262A publication Critical patent/JPH04285262A/en
Pending legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)

Abstract

PURPOSE:To rapidly and easily build up a building scaffold at a Job site. CONSTITUTION:Expandable units which are vertically extendible and retractable are transported to a job side in their retracted condition, and then the upper parts of the expandable units are lifted up by a crane or the like so that they are extended. Then the expandable units are secured in the extended condition so as to build a scaffold. As a device for attaining the above-mentioned method, both ends of support rods 20 are fitted slidably in horizontal rods 10 which are laid being spaced vertically. Further, the horizontal rods 10 can be held being spaced from each other by a predetermined distance by the support rods 20 so as to constitute a minimum unit of the expandable units. These expandable units are suitably coupled together beforehand, and scaffold plates 50 are attached to unit coupling members beforehand.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】この発明はビルディング等建築物
を建設する時に使用される作業足場の改良に関する。よ
り詳細には伸縮自在なユニットを建築物の大きさに合わ
せて簡易に連結し、現場で構築して使用、かつ、作業終
了後は簡易に縮小することができる作業足場に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention This invention relates to improvements in work scaffolding used when constructing structures such as buildings. More specifically, the present invention relates to a work scaffold that can be constructed and used on-site by easily connecting telescopic units according to the size of a building, and that can be easily reduced in size after work is completed.

【0002】0002

【従来の技術】従来の作業足場は、ばらばらのパイプを
建設現場で縦横に組み付け、適宜箇所を接続部材で固定
して構築するものであった。
2. Description of the Related Art Conventional work scaffolds were constructed by assembling separate pipes vertically and horizontally at a construction site and fixing them at appropriate points with connecting members.

【0003】0003

【発明が解決しょうとする課題】しかるに従来技術の作
業足場は、その構築作業に多数人、かつ多時間が必要で
あった。また作業終了後の解体作業においても同様の問
題があった。
[Problems to be Solved by the Invention] However, the work scaffolds of the prior art require a large number of people and a lot of time to construct. Similar problems also occurred during demolition work after the work was completed.

【0004】0004

【課題を解決するための手段】上記課題を解決するため
本発明が採用する手段は、上下方向に配置される2本の
水平ロッドと、これら水平ロッド間に摺動自在に取り付
けられる支持柱と、該支持柱を水平ロッドに固定する固
定手段とを有する伸縮ユニットを作業足場構築部材の最
小単位とすることである。また、この伸縮ユニットを上
下方向および/または左右方向に各々連結して拡張し、
以てユニット中間体を構成し、該ユニット中間体を同様
に構成した別のユニット中間体に互いに平行に垂直対面
させてこれら一対のユニット中間体間に足場板を係止し
てユニット連結体を構成し、さらに該ユニット連結体を
1または2以上連結して作業足場構築部材を構成するこ
とを特徴とする。さらにまた、上下方向に伸縮可能に構
成した伸縮体を、縮小状態で収納/運搬し、建設現場に
到着後、建築物の足場構築所望位置に降ろし、そこで吊
り上げることで伸縮体を伸張させ、この伸張された状態
で伸縮体の伸縮を固定させることで作業足場を構築し、
あるいはこの構築された作業足場を固定解除することで
解体する方法を手段とする。
[Means for Solving the Problems] The means adopted by the present invention to solve the above problems includes two horizontal rods disposed vertically, and a support column slidably attached between these horizontal rods. , a telescopic unit having fixing means for fixing the support column to a horizontal rod is used as the minimum unit of the work scaffold construction member. In addition, this telescopic unit can be connected and expanded vertically and/or horizontally,
This constitutes a unit intermediate body, and the unit intermediate body is made to face another unit intermediate body having the same structure in parallel with each other and perpendicularly, and a scaffold plate is locked between the pair of unit intermediate bodies to form a unit connection body. The invention is characterized in that one or more of the unit connectors are connected to constitute a work scaffold construction member. Furthermore, an extensible body configured to be able to expand and contract in the vertical direction is stored/transported in a reduced state, and upon arrival at the construction site, it is lowered to the desired location for building scaffolding, and lifted there to extend the extensible body. Build a work scaffold by fixing the expansion and contraction of the extensible body in the stretched state,
Alternatively, the constructed work scaffold may be dismantled by unfixing it.

【0005】[0005]

【作用】本発明の伸縮ユニットは、上下2本の水平ロッ
ド間に摺動自在に取り付けられた支持柱を固定手段によ
って固定することにより、それら水平ロッドを所望間隔
に離間して安定させることを瞬時に実現できる。また本
発明の伸縮式作業足場は、上下方向に伸縮可能なユニッ
ト連結体を、現場で建築物の大きさに合わせて上下、左
右に連結して大連結体を形成し(またはかかる大連結体
を形成せずユニット連結体そのまま)、これをクレーン
等で吊り上げ、しかる後に固定手段を用いて大連結体ま
たはユニット連結体の伸縮を停止させることにより足場
を構築することが容易にできる。そしてトラック等によ
り運搬可能な限り、現場以外の能率的な場所、例えば工
場、で最小単位たる伸縮ユニットを連結しておいて現場
での作業を省力することができるし、たとえかかる連結
を全然しておかなくても伸縮ユニット自体既に基本的な
細部は連結されているので、現場では従来技術に比較し
格段に組み付け作業が簡単である。また、解体作業も固
定手段を解除して縮小させ、大き過ぎる大連結体の連結
を必要最低限解くだけで、あとはトラック等に積み込む
ことができるから、作業員、作業時間共に大幅に節減で
きる。
[Operation] The telescopic unit of the present invention is capable of stabilizing the two horizontal rods by separating them at a desired interval by fixing the supporting column slidably attached between the upper and lower horizontal rods using a fixing means. It can be achieved instantly. In addition, in the telescopic work scaffold of the present invention, vertically expandable unit connectors are connected vertically and horizontally to match the size of the building at the site to form a large connector (or such large connectors are Scaffolding can be easily constructed by lifting the unit connector as it is (without forming a large connector or unit connector) using a crane or the like, and then using fixing means to stop the expansion and contraction of the large connector or unit connector. As long as it can be transported by truck, etc., the minimum unit of telescopic units can be connected at an efficient location other than the site, such as a factory, to save labor on site, and even if such connections are not made at all, Since the basic details of the telescopic unit itself are already connected without having to keep it in place, assembly work on site is much easier than with conventional technology. In addition, during disassembly work, all you have to do is release the fixing means, reduce the size, and untie the oversized large connectors to the minimum extent necessary, and then the rest can be loaded onto a truck, which can significantly reduce the number of workers and work time. .

【0006】[0006]

【実施例】以下、本発明につき実施例を示す図面を参照
して詳細に説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below with reference to the drawings showing embodiments.

【0007】図1は本発明の伸縮ユニットの第1実施例
を示す側面図で、伸張されている状態を示す。図におい
て10、10は上下方向に2次元的に揃えて配置される
2本の水平ロッドである。これら水平ロッド10、10
各々には支持柱20、20が摺動自在に取り付けられて
1個の伸縮ユニットを構成している。詳細には第1実施
例において、水平ロッド10、10に各々1個の摺動子
30が摺動自在に嵌入されて取り付けられており、一方
、支持柱20、20が互いの中央部を交差軸21で回動
自在に結合され、その両端を各々固定子31に回動自在
に取り付けられている。このように1本の水平ロッド1
0上の摺動子30の両方を摺動自在にせず、一方は水平
ロッド10上に固設しておけば現場での固定作業がその
分省略できるからより好ましい。摺動子30には小孔3
2が穿設され、一方、水平ロッド10の適宜箇所に上記
小孔32に対応する止孔(図面に見えず)が穿設されて
いる。折り畳まれ縮小状態にある支持柱20、20を摺
動子30、30を介して水平ロッド10、10に沿って
起こし、摺動子30の小孔32と水平ロッド10の止孔
とが合致する箇所まで摺動させて、その合致位置でピン
15を貫通し、こうして支持柱20、20を水平ロッド
10、10に固定する。換言すれば上記小孔32、止孔
およびピン15は協働して固定手段を構成する。このと
き支持柱20、20は、交差軸21を介してX字状に交
差して、水平ロッド10、10を上下に離間させる。そ
してこの最小単位の伸縮ユニットが伸張された状態の寸
法は、例えば、水平ロッド10、10間の上下間隔が2
00cm、水平ロッド10自体は300cmとする。図
1中11はストッパである。このストッパ11は同時に
後述の足場板50を乗せる連結棒の基礎部を構成する。
FIG. 1 is a side view showing a first embodiment of the telescopic unit of the present invention, showing the extended state. In the figure, reference numerals 10 and 10 indicate two horizontal rods arranged two-dimensionally in alignment in the vertical direction. These horizontal rods 10, 10
Support columns 20, 20 are slidably attached to each of them to constitute one telescopic unit. Specifically, in the first embodiment, one slider 30 is slidably fitted and attached to each of the horizontal rods 10, 10, while the support columns 20, 20 cross each other in the center. They are rotatably connected by a shaft 21, and both ends are rotatably attached to stators 31, respectively. Like this one horizontal rod 1
It is more preferable if both of the sliders 30 on the slider 30 are not made slidable but one is fixedly installed on the horizontal rod 10 because the fixing work at the site can be omitted accordingly. The slider 30 has small holes 3
On the other hand, stop holes (not visible in the drawing) corresponding to the small holes 32 are bored at appropriate locations on the horizontal rod 10. The support columns 20, 20 in the folded and contracted state are raised along the horizontal rods 10, 10 via the sliders 30, 30, and the small hole 32 of the slider 30 and the stop hole of the horizontal rod 10 match. The pin 15 is inserted through the pin 15 at the mating position, thus fixing the support columns 20, 20 to the horizontal rods 10, 10. In other words, the small hole 32, the stopper hole and the pin 15 together constitute a fixing means. At this time, the support columns 20, 20 intersect in an X-shape via the intersecting shaft 21, thereby vertically separating the horizontal rods 10, 10. The dimensions of this minimum unit telescopic unit when it is extended are, for example, the vertical distance between the horizontal rods 10, 10 being 2.
00 cm, and the horizontal rod 10 itself is 300 cm. 11 in FIG. 1 is a stopper. This stopper 11 also constitutes the base of a connecting rod on which a scaffold board 50, which will be described later, is placed.

【0008】図2は、上記第1実施例の伸縮ユニットを
用いて構成したユニット連結体を示す部分斜視図である
。図3は同実施例の側面図で、折り畳んで縮小したもの
をクレーンで吊り上げて伸張しようとする状態を示す。 図4は図2の実施例の正面図である。
FIG. 2 is a partial perspective view showing a unit assembly constructed using the telescopic unit of the first embodiment. FIG. 3 is a side view of the same embodiment, showing a state in which the folded and reduced product is lifted up by a crane and is about to be expanded. FIG. 4 is a front view of the embodiment of FIG. 2.

【0009】上記の伸縮ユニットを、連結手段40を用
いて上下方向および左右方向に各々連結して拡張し、こ
のようにしてユニット中間体を構成する。そして同様に
してもう一つのユニット中間体を構成する。次にこれら
一対のユニット中間体を、互いに平行に垂直対面させ、
これら一対のユニット中間体を一定間隔(例えば150
cm)保持させて連結棒41...で相互に連結する。 そしてこれら連結されたユニット中間体の間に、足場板
50を、連結棒41、41上に乗せて係止し、足場を形
成する。あるいは水平ロッド上に乗せて係止して形成し
てもよい(図示せず)。このように足場板50が乗せら
れ足場が形成された一対のユニット中間体の全体をユニ
ット連結体と呼ぶことにする。
[0009] The above-mentioned telescopic unit is connected and expanded vertically and horizontally using the connecting means 40, thereby forming a unit intermediate body. Then, another unit intermediate is constructed in the same manner. Next, these pair of unit intermediate bodies are made to face each other in parallel and perpendicularly,
These pair of unit intermediates are separated at a certain interval (for example, 150
cm) Hold the connecting rod 41. .. .. are connected to each other. A scaffold board 50 is placed on the connecting rods 41 and 41 and locked between these connected unit intermediate bodies, thereby forming a scaffold. Alternatively, it may be formed by being placed on and locked onto a horizontal rod (not shown). The entire pair of unit intermediate bodies on which the scaffolding board 50 is mounted to form a scaffold will be referred to as a unit connected body.

【0010】このユニット連結体は、好ましくは伸縮ユ
ニットを左右に2つ、上下に5つ程度連結し拡張させて
ユニット中間体を形成し、さらに上記の通りに足場板5
0を係止して構成し、運搬可能な範囲で適度の大きさに
予め拡張しておくのがよい。というのは、たとえ上下方
向で不要部分が出ても、この不要部分は上方の伸縮ユニ
ットを折り畳んだまま広げずに使用することが可能であ
るから、予め余分に組み込まれていても邪魔にはならず
、一方、現場における連結作業は、従来技術に比較すれ
ば容易ではあるものの、やはり人手が要り、時間的にも
損失となるからである。
[0010] This unit connection body is preferably formed by connecting and expanding two telescopic units on the left and right sides and about five on the top and bottom to form a unit intermediate body, and further as described above, the scaffolding board 5 is connected and expanded.
It is preferable to construct it by locking the 0 and expand it in advance to an appropriate size within a transportable range. This is because even if an unnecessary part appears in the vertical direction, this unnecessary part can be used with the upper telescopic unit folded and not unfolded, so even if it is installed extra in advance, it will not get in the way. On the other hand, although on-site connection work is easier than conventional techniques, it still requires manpower and results in a loss of time.

【0011】上記ユニット中間体は、図2に見られるよ
うに、摺動子30を1本の水平ロッド10に嵌入し、こ
の摺動子30の1個で水平ロッド10の上下にある支持
柱20、20の上端部および下端部を同時に回動自在に
係止するように構成している。このような構成だと、ユ
ニット連結体の上部をクレーン等で吊り上げたとき、ユ
ニット連結体全体が同時に伸張される。しかし、ユニッ
ト連結体(またはユニット連結体各々がさらに連結され
た大連結体)の大きさ次第では不要部分が発生する場合
があるから、かかる不要部分を伸張させないためには、
摺動子30は、水平ロッド10の上下方向片側にのみ限
定使用される構成にされていることが必要である(図示
せず)。
As shown in FIG. 2, the unit intermediate body has a slider 30 fitted into one horizontal rod 10, and one of the sliders 30 supports the support columns above and below the horizontal rod 10. The upper and lower end portions 20, 20 are configured to be rotatably locked at the same time. With such a configuration, when the upper part of the unit connection body is lifted by a crane or the like, the entire unit connection body is expanded at the same time. However, depending on the size of the connected unit body (or a large connected body in which each unit connected body is further connected), unnecessary parts may occur, so in order to prevent such unnecessary parts from expanding,
The slider 30 needs to be configured to be used only on one side of the horizontal rod 10 in the vertical direction (not shown).

【0012】次に、建設現場における足場の構築作業を
省力化、かつ、時間短縮する方法として以下のようなも
のがある。即ち、何らかの手段で(図示せず)上下方向
に伸縮可能に構成した伸縮体を、縮小状態で収納/運搬
し、建設現場に到着後、建築物の足場構築所望位置に降
ろし、そこで吊り上げることで伸縮体を伸張させ、この
伸張された状態で伸縮体の伸縮を固定させることで作業
足場を構築する方法である。
[0012] Next, the following methods are available to save labor and shorten the time required to construct scaffolding at a construction site. In other words, by some means (not shown), an expandable body configured to be able to expand and contract in the vertical direction is stored/transported in a reduced state, and upon arrival at the construction site, it is lowered to the desired location for construction of scaffolding on the building, and lifted there. This is a method of constructing a work scaffold by stretching an extensible body and fixing the expansion and contraction of the extensible body in this stretched state.

【0013】さらに、上記作業足場構築方法に対応する
、作業足場解体方法もある。即ち、伸縮を固定された伸
縮体の固定手段を解除することにより再び伸縮可能にし
、伸縮体の自重により縮小させることで伸縮体を縮小さ
せることである。この縮小された状態で運搬/収納する
ことも勿論可能である。
Furthermore, there is also a method for dismantling a work scaffold, which corresponds to the above method for constructing a work scaffold. That is, by releasing the fixing means of the stretchable body that has been fixed to expand and contract, the stretchable body is made expandable and contractable again, and the stretchable body is contracted by shrinking due to its own weight. Of course, it is also possible to transport/storage in this reduced state.

【0014】なお、伸縮ユニットの構成態様としては上
記第1実施例のほかに、支持柱の取り付け方次第で、次
のような種々のものが考えられる。即ち図5は第2実施
例の側面図で、支持柱が、構築状態で伸縮ユニット1個
中に上下2本X字状に交差連結される4本で構成のもの
を表す。あるいは図6、または図7のように、支持柱を
V字、または台形状に構成してもよい。
[0014] In addition to the above-mentioned first embodiment, various configurations of the telescoping unit are conceivable, depending on how the support columns are attached. That is, FIG. 5 is a side view of the second embodiment, which shows a structure in which the support columns are composed of four columns connected in an X-shape in one telescopic unit in the assembled state. Alternatively, as shown in FIG. 6 or 7, the support column may be configured in a V-shape or trapezoid shape.

【0015】図8はさらに他の実施例の側面図で、縮小
状態から拡張状態までの3段階の状態を示す。即ち支持
柱が、構築状態で、I字状に1本で構成されるものを表
す。なおこの実施例の場合、解体に際しては固定手段解
除後に支持柱の上部または下部の側部に力を加えてやる
必要がある。この点、他の実施例においては固定手段を
解除しただけで支持柱は自重で倒れるから、このような
加力は不要である。
FIG. 8 is a side view of still another embodiment, showing three states from a contracted state to an expanded state. In other words, the support column is composed of a single I-shaped support column in the assembled state. In the case of this embodiment, when dismantling it, it is necessary to apply force to the upper or lower side of the support column after releasing the fixing means. In this respect, in other embodiments, the support column collapses under its own weight simply by releasing the fixing means, so such an applied force is not necessary.

【0016】[0016]

【発明の効果】上述した所から既に明らかなように、本
発明の伸縮ユニットは、上下2本の水平ロッド間に摺動
自在に取り付けられた支持柱が固定手段によって容易に
固定でき、それだけで、それら水平ロッドを所望間隔に
離間してて安定させることが瞬時に実現できる。また本
発明の伸縮式作業足場は、上下方向に伸縮可能なユニッ
ト連結体を、現場で建築物の大きさに合わせて上下、左
右に連結して大連結体を形成し(またはかかる大連結体
を形成せずユニット連結体そのまま)、これをクレーン
等で吊り上げ、しかる後に固定手段を用いて大連結体(
またはユニット連結体)の伸縮を停止させることにより
足場を構築することができる。そしてトラック等により
運搬可能な限り、現場以外の能率的な場所、例えば工場
、で最小単位たる伸縮ユニットを連結しておいて現場で
の作業を省力することができるし、たとえかかる連結を
全然しておかなくても伸縮ユニット自体既に基本的な細
部は連結されているので、現場では従来技術に比較し格
段に組み付け作業が簡単である。また、解体作業も固定
手段を解除して縮小させ、大き過ぎる大連結体の連結を
必要最低限解くだけで、あとはトラック等に積み込むこ
とができるから、作業員、作業時間共に大幅に節減でき
る。
Effects of the Invention As already clear from the above, in the telescopic unit of the present invention, the support column slidably attached between the two upper and lower horizontal rods can be easily fixed by the fixing means, , it is possible to instantaneously space these horizontal rods at desired intervals and stabilize them. In addition, in the telescopic work scaffold of the present invention, vertically expandable unit connectors are connected vertically and horizontally to match the size of the building at the site to form a large connector (or such large connectors are This is then lifted up by a crane, etc., and then fixed using fixing means to form a large connected body (
Scaffolding can be constructed by stopping the expansion and contraction of (or unit connectors). As long as it can be transported by truck, etc., the minimum unit of telescopic units can be connected at an efficient location other than the site, such as a factory, to save labor on site, and even if such connections are not made at all, Since the basic details of the telescopic unit itself are already connected without having to keep it in place, assembly work on site is much easier than with conventional technology. In addition, during disassembly work, all you have to do is release the fixing means, reduce the size, and untie the oversized large connectors to the minimum extent necessary, and then the rest can be loaded onto a truck, which can significantly reduce the number of workers and work time. .

【0017】[0017]

【図面の簡単な説明】[Brief explanation of the drawing]

【図1】本発明の伸縮ユニットの第1実施例を示す側面
図で、伸張されている状態を示す。
FIG. 1 is a side view showing a first embodiment of a telescoping unit of the present invention, showing an extended state.

【図2】上記第1実施例の伸縮ユニットを用いて構成し
たユニット連結体を示す部分斜視図。
FIG. 2 is a partial perspective view showing a unit connection body constructed using the telescopic unit of the first embodiment.

【図3】同実施例の側面図で、折り畳んで縮小したもの
をクレーンで吊り上げて伸張しようとする状態を示す。
FIG. 3 is a side view of the same embodiment, showing a state in which the folded and reduced product is lifted by a crane and is about to be expanded.

【図4】図2の実施例の正面図。FIG. 4 is a front view of the embodiment of FIG. 2;

【図5】伸縮ユニットの第2実施例の側面図で、支持柱
が、構築状態で伸縮ユニット1個中に上下2本X字状に
交差連結される4本で構成されるものを表す。
FIG. 5 is a side view of the second embodiment of the telescoping unit, showing a structure in which the support columns are composed of four pillars that are cross-connected in an X-shape in one telescoping unit in the assembled state.

【図6】伸縮ユニットの第3実施例の側面図で支持柱を
V字に組んだ2本で構成のものを表す。
FIG. 6 is a side view of a third embodiment of the telescoping unit, which is composed of two supporting columns arranged in a V-shape.

【図7】伸縮ユニットの第4実施例の側面図で、台形状
に2本で構成のものを表す。
FIG. 7 is a side view of a fourth embodiment of the telescoping unit, showing a trapezoidal structure consisting of two pieces.

【図8】伸縮ユニットの第5実施例の側面図で、縮小状
態から伸張状態までの3段階の状態各々を示す。この第
5実施例では支持柱が、構築状態で、I字状に1本で構
成されるものを表す。
FIG. 8 is a side view of a fifth embodiment of the telescopic unit, showing each of three states from a contracted state to an extended state. In this fifth embodiment, the support column is composed of one support column in an I-shape in the assembled state.

【符号の説明】[Explanation of symbols]

10  水平ロッド 20  支持柱 30  摺動子 40  連結手段 50  足場板 10 Horizontal rod 20 Support pillar 30 Slider 40 Connection means 50 Scaffolding board

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】上下方向に配置される2本の水平ロッドと
、これら水平ロッド間に摺動自在に取り付けられる支持
柱と、該支持柱を水平ロッドに固定する固定手段とを有
する伸縮ユニット。
1. A telescoping unit comprising two horizontal rods arranged vertically, a support column slidably attached between these horizontal rods, and a fixing means for fixing the support column to the horizontal rod.
【請求項2】上記支持柱が水平ロッド各々に摺動自在に
取り付けられた2個の摺動子に回動自在に接続されてい
る請求項1の伸縮ユニット。
2. A telescoping unit according to claim 1, wherein said support column is rotatably connected to two sliders slidably attached to each horizontal rod.
【請求項3】上記支持柱が、伸張状態で、X字状に交差
連結される2本で構成される請求項1または請求項2の
伸縮ユニット。
3. The telescopic unit according to claim 1 or 2, wherein the support pillar is composed of two pillars that are cross-connected in an X-shape in an extended state.
【請求項4】請求項1、請求項2または請求項3の伸縮
ユニットを、上下方向および/または左右方向に各々連
結して拡張し、以てユニット中間体を構成し、該ユニッ
ト中間体を同様に構成した別のユニット中間体に互いに
平行に垂直対面させてこれら一対のユニット中間体間に
足場板を係止してユニット連結体を構成し、さらに該ユ
ニット連結体を1または2以上連結して足場を構成する
ことを特徴とする伸縮式作業足場。
4. The telescopic units of claim 1, claim 2, or claim 3 are connected and expanded in the vertical direction and/or the horizontal direction, thereby forming a unit intermediate body, and the unit intermediate body is Another similarly constructed unit intermediate body is made to face each other in parallel and perpendicularly, a scaffold board is locked between the pair of unit intermediate bodies to constitute a unit connection body, and one or more unit connection bodies are further connected. A telescoping work scaffold characterized by comprising a scaffold.
【請求項5】上記ユニット連結体を予め適度の大きさに
拡張連結してあることを特徴とする伸縮式作業足場。
5. A telescoping work scaffold, characterized in that the unit connectors are expanded and connected to an appropriate size in advance.
【請求項6】上下方向に伸縮可能に構成した伸縮体を、
縮小状態で収納/運搬し、建設現場に到着後、建築物の
足場構築所望位置に降ろし、そこで吊り上げることで伸
縮体を伸張させ、この伸張された状態で伸縮体の伸縮を
固定させることで作業足場を構築する方法。
[Claim 6] A stretchable body configured to be stretchable in the vertical direction,
It is stored/transported in a reduced state, and when it arrives at the construction site, it is lowered to the desired location for construction of scaffolding of the building, and lifted there to stretch the telescopic body, and in this stretched state, the expansion and contraction of the telescopic body is fixed. How to build scaffolding.
【請求項7】上記伸縮体の固定解除により、請求項6の
方法で構築した作業足場を解体する方法。
7. A method for dismantling a work scaffold constructed by the method according to claim 6, by releasing the fixation of the expandable body.
JP7564191A 1991-03-15 1991-03-15 Expandable unit, expandable scaffold, and method of assembling and disassembling scaffold Pending JPH04285262A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7564191A JPH04285262A (en) 1991-03-15 1991-03-15 Expandable unit, expandable scaffold, and method of assembling and disassembling scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7564191A JPH04285262A (en) 1991-03-15 1991-03-15 Expandable unit, expandable scaffold, and method of assembling and disassembling scaffold

Publications (1)

Publication Number Publication Date
JPH04285262A true JPH04285262A (en) 1992-10-09

Family

ID=13582079

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7564191A Pending JPH04285262A (en) 1991-03-15 1991-03-15 Expandable unit, expandable scaffold, and method of assembling and disassembling scaffold

Country Status (1)

Country Link
JP (1) JPH04285262A (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6051243B2 (en) * 1981-05-30 1985-11-13 戸田工業株式会社 Method for producing magnetic iron oxide particles for magnetic recording materials
JPH0227459B2 (en) * 1979-12-22 1990-06-18 Hollingsworth Uk Ltd
JPH02225737A (en) * 1989-02-27 1990-09-07 Taisei Corp Method for connecting precast concrete column

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0227459B2 (en) * 1979-12-22 1990-06-18 Hollingsworth Uk Ltd
JPS6051243B2 (en) * 1981-05-30 1985-11-13 戸田工業株式会社 Method for producing magnetic iron oxide particles for magnetic recording materials
JPH02225737A (en) * 1989-02-27 1990-09-07 Taisei Corp Method for connecting precast concrete column

Similar Documents

Publication Publication Date Title
JP3700952B2 (en) Support
US20130263549A1 (en) Safety screen system for steel erection work
JPH04285262A (en) Expandable unit, expandable scaffold, and method of assembling and disassembling scaffold
JP3038154B2 (en) Overhang work equipment
CN210366740U (en) Tower crane landing leg fixing device
JPH04161566A (en) Constructing apparatus for large space building
JPH05505Y2 (en)
JP2012001997A (en) Foldable timbering
JPH0450351Y2 (en)
JP4741754B2 (en) Folding temporary scaffold
JPH0813788A (en) Temporary structural body
JPH09250235A (en) Collapsible scaffold
CN215290657U (en) Be used for building structure to assemble and use telescopic bracket
CN212105055U (en) Steel construction work platform with folded cascade span adjusting device
JP2593840Y2 (en) Shoring structure
JPH0828030A (en) Rolling tower
JPH11324307A (en) Mobile scaffold
JP3039457B2 (en) How to build a large roof
JPH1136575A (en) Extensible and contractible frame structure
TWM636157U (en) Flexible template group
JPH08135173A (en) Working scaffold
JPH09184309A (en) Timbering
JP4789374B2 (en) Temporary scaffolding frame unit
JPH06257287A (en) Temporary supporting work
JPH074060A (en) Lift-up execution equipment for multistoried building