JP2021139168A - Suspended scaffolding - Google Patents

Suspended scaffolding Download PDF

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JP2021139168A
JP2021139168A JP2020037895A JP2020037895A JP2021139168A JP 2021139168 A JP2021139168 A JP 2021139168A JP 2020037895 A JP2020037895 A JP 2020037895A JP 2020037895 A JP2020037895 A JP 2020037895A JP 2021139168 A JP2021139168 A JP 2021139168A
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scaffold
hanging
suspended
suspension
metal fitting
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JP6783011B1 (en
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光男 熊田
Mitsuo Kumada
光男 熊田
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Tsutai Co Ltd
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Tsutai Co Ltd
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Abstract

To provide a suspended scaffolding that can be easily lifted without using horizontal lumber.SOLUTION: A rectangular suspended scaffolding 10 comprises: a rectangular frame 13 composed of X beams 11 in the longitudinal direction arranged to face each other and Y beams 12 arranged to face the X beams in a perpendicular direction; and a deck plate 14 laminated on the upper surface of the frame. Hanging brackets are embedded inside the X beams so as to freely retract without detaching easily. A head part of the hanging bracket is equipped with a fall prevention stopper to prevent falling into the X beam. A foot part of the hanging bracket is equipped with a pull-up stopper that stops pulling-up from inside the X beam. When the hanging brackets are pulled up, the pull-up stopper can be lifted in close contact with the ceiling of the X beam.SELECTED DRAWING: Figure 1

Description

本発明の吊り足場は、高速道路の工事や橋梁工事あるいは建築物の工事等でそれらの桁材や高欄等から下方に吊り下げて用いる吊り足場に関する。 The suspended scaffold of the present invention relates to a suspended scaffold used by suspending the girders, balustrades, etc. downward from the girders, balustrades, etc. in highway construction, bridge construction, building construction, and the like.

高速道路や橋梁等の工事をはじめとする各種の建設、土木工事では、吊り足場と称される足場を作り、その上で建設作業や改修工事等を行なうことが多い。
この吊り足場として、例えば以下のようなものがある。
適宜間隔離れて対向する二本の基材間に連結具を渡して長方形の枠状にした枠体の上に合板や金網等の足場板を取り付け、支持材から吊下げられた索条を足場板の連結具、あるいは、丸パイプに取り付けたリングに係止して同支持材の下に吊すものがある。
このような足場板は、連結具によって前後左右に連結固定しながら別の足場板と連結して、所望の広さ、所望形状の吊り足場を構築できるようにすることができる。
このような吊り足場の構築は、以下のようにして行なわれる。
まずは、二本の桁材等の支持材の対向位置にチェーン吊下用クランプを取付けてそれにチェーンを吊下げる。
そのチェーンを枠体の連結具や係止リングに掛けて、その枠体を支持材間に吊下げる。
次に、この枠体に取付けられている足場板の上に、作業者が乗って支持材の先方に別のクランプを取付け、それにチェーンを吊下げる。
このチェーンを別の枠体の連結具や係止リングに掛けて、その枠体を先に吊下げた枠体の横に吊下げる。
後で吊下げた枠体に取付けられている連結具を、先に吊下げた枠体に連結固定して、二つの枠体を幅方向に連結固定する。
このような作業を繰返して吊り足場を組立てる。
このような吊り足場の先行技術として例えば特許文献1(特許第5097313号公報)がある。
特許文献1には、作業床を形成するため足場板同士を相互連結するとともに、足場板を補強するため足場板の上側に水平に複数の横架材と、足場板を横架材の下側に懸架するための懸吊具と、を設け、横架材を揚重機の索条によって吊上げるための吊り金具で構成された吊り足場が記載されている。
しかし、このような吊り足場の架設方法は以下のような問題があった。
横架材に連結する懸吊具によって足場板を横架材の下側に懸架する配設や、構築物又は建設物に足場板を懸吊したあとに、懸吊具を解放して横架材を撤去することは煩わしい作業であり、作業員の足が横架材に引っ掛かって事故発生の原因となることもあった。
In various constructions and civil engineering works such as construction of highways and bridges, scaffolding called suspension scaffolding is often made, and construction work and repair work are often carried out on it.
As this hanging scaffold, for example, there are the following.
A scaffolding board such as plywood or wire mesh is attached on a rectangular frame-shaped frame by passing a connecting tool between two base materials facing each other at appropriate intervals, and a scaffolding is used as a scaffolding suspended from a support material. There is a plate connector or a ring attached to a round pipe that is locked and hung under the support material.
Such a scaffolding board can be connected to another scaffolding board while being connected and fixed in the front-rear and left-right directions by a connecting tool so that a suspended scaffolding having a desired width and a desired shape can be constructed.
Construction of such a suspended scaffold is carried out as follows.
First, a chain suspension clamp is attached at a position facing the support members such as two girders, and the chain is suspended from the clamp.
The chain is hung on a connecting tool or a locking ring of the frame body, and the frame body is hung between the support members.
Next, an operator rides on the scaffolding plate attached to the frame body, attaches another clamp to the tip of the support material, and hangs the chain to it.
This chain is hung on a connector or a locking ring of another frame body, and the frame body is hung next to the frame body suspended earlier.
The connector attached to the frame body suspended later is connected and fixed to the frame body suspended first, and the two frames are connected and fixed in the width direction.
The hanging scaffold is assembled by repeating such work.
As a prior art of such a suspended scaffold, for example, Patent Document 1 (Patent No. 5097313) is available.
In Patent Document 1, scaffolding boards are interconnected to form a work floor, and a plurality of horizontal members are horizontally connected to the upper side of the scaffolding boards to reinforce the scaffolding boards, and the scaffolding boards are placed below the horizontal members. A suspension scaffold is described, which is provided with a suspension tool for suspending the horizontal member and is composed of a hanging metal fitting for suspending the horizontal member by the rope of the lifting machine.
However, such a method of erection of a suspended scaffold has the following problems.
The scaffolding board is suspended under the horizontal member by the suspension member connected to the horizontal member, or after the scaffolding board is suspended from the structure or the structure, the suspension member is released and the horizontal member is released. It was a cumbersome task to remove the lumber, and the scaffolding of the worker could get caught in the horizontal lumber and cause an accident.

特許第5097313号公報Japanese Patent No. 5097313

しかしながら、特許文献1に記載された吊り足場には以下のような問題点がある。
すなわち、揚重機によって索条を上方に牽引して吊り足場を全体的に高所作業レベルに上昇させて、構築物又は建設物に足場板を懸吊した後に、懸吊具を解放して横架材を撤去しなければならないので、それらの作業が面倒であり、完成までに多くの手間と時間がかかり、その分だけコスト高になり、しかもこの吊り足場を仮設するために工期全体が長びく。
また、足場の撤去の際も同様の作業が必要となる。
そこで、本発明は、上記問題点を解決するため、横架材を使わないで吊り上げが容易にできる吊り足場を提供することを目的とする。
すなわち、発明の目的は、作業の安全性が高く、作業性がよく、短期間に且つ未熟者でも手軽に吊り足場を構築できるようにした吊り足場を提供することであり、より安価で丈夫な吊り足場を提供することにある。
また、本発明の他の目的は、枠体を構成するビームに連結具を直接取り付けて連結する吊り足場を提供することである。
However, the suspended scaffold described in Patent Document 1 has the following problems.
That is, the rope is pulled upward by the lifting machine to raise the suspension scaffolding to the aerial work platform as a whole, the scaffolding board is suspended from the structure or the structure, and then the suspension tool is released to hang it horizontally. Since the lumber must be removed, these operations are troublesome, it takes a lot of time and effort to complete, the cost is increased accordingly, and the entire construction period is lengthened to temporarily install this suspended scaffold.
In addition, the same work is required when removing the scaffolding.
Therefore, an object of the present invention is to provide a suspended scaffold that can be easily lifted without using a horizontal member in order to solve the above problems.
That is, the object of the invention is to provide a suspended scaffold that has high work safety, good workability, and allows even an inexperienced person to easily construct a suspended scaffold in a short period of time, which is cheaper and more durable. To provide a hanging scaffold.
Another object of the present invention is to provide a suspended scaffold for directly attaching and connecting a connecting tool to a beam constituting a frame body.

本発明の吊り足場は、以下の特徴を有する。
(1)対向して配設された長手方向のXビーム及び、前記Xビームと直角方向に対向して配設されたYビームからなる矩形状の枠体と、その枠体の上面に積層したデッキプレートと、を備えた矩形状の吊り足場であって、
吊り金具が前記Xビームの内部に出没自在に且つ離脱しないように埋設されるとともに、
前記吊り金具の頭部には前記Xビーム内への落下を防止する落下防止ストッパが備えられ、
前記吊り金具の足部には前記Xビーム内からの引上げを停止する引上停止ストッパが備えられており、
前記吊り金具を引上げたときに前記引上停止ストッパがXビームの天井裏に密着した状態で吊り上げられるようにしたことを特徴とする。
(2)上記(1)において、前記吊り金具には、その頭部に第1貫通孔が形成されているとともに、その足部に第2貫通孔が形成されており、前記第2貫通孔には、前記引上停止ストッパが嵌入されていることを特徴とする。
(3)上記(1)において、X連結吊り足場は、吊り足場をX方向に連結したことを特徴とする。
(4)上記(1)において、Y連結吊り足場は、吊り足場をY方向に連結したことを特徴とする。
(5)上記(1)において、XY連結吊り足場は、X方向及びY方向に連結したことを特徴とする。
The suspended scaffold of the present invention has the following features.
(1) A rectangular frame composed of an X beam in the longitudinal direction arranged to face each other and a Y beam arranged to face the X beam in a direction perpendicular to the X beam, and laminated on the upper surface of the frame. A rectangular hanging scaffold with a deck plate
The hanging metal fittings are embedded inside the X-beam so that they can freely appear and disappear and do not come off.
The head of the hanging bracket is provided with a fall prevention stopper that prevents the hanging metal fitting from falling into the X beam.
The foot of the hanging bracket is provided with a pulling stop stopper that stops pulling from inside the X beam.
It is characterized in that when the hanging metal fitting is pulled up, the pulling stop stopper is lifted in a state of being in close contact with the ceiling of the X beam.
(2) In the above (1), the hanging metal fitting has a first through hole formed in its head and a second through hole formed in its foot, and the second through hole has a second through hole. Is characterized in that the pull-up stop stopper is fitted.
(3) In the above (1), the X-connected suspended scaffold is characterized in that the suspended scaffold is connected in the X direction.
(4) In the above (1), the Y-connected suspended scaffold is characterized in that the suspended scaffold is connected in the Y direction.
(5) In the above (1), the XY connection suspension scaffold is characterized in that it is connected in the X direction and the Y direction.

本発明の吊り足場は、横架材を使わないで吊り上げが容易にでき、枠体を構成するビームに連結具を直接取り付けて連結するので、作業の安全性が高く、作業性がよく、短期間に且つ未熟者でも手軽に吊り足場を構築でき、より安価で丈夫な吊り足場とすることができる。
また、吊り金具をXビーム内に埋設させることにより、保管時に嵩高さを低くでき、倒壊のおそれがない。
The suspended scaffold of the present invention can be easily lifted without using a horizontal member, and since the connecting tool is directly attached to the beam constituting the frame to connect, the work safety is high, the workability is good, and the short term is short. Even an inexperienced person can easily construct a hanging scaffold in between, and it can be a cheaper and more durable hanging scaffold.
Further, by embedding the hanging metal fitting in the X beam, the bulkiness can be reduced during storage, and there is no risk of collapse.

実施形態1の吊り足場であり、(a)は表面図、(b)は裏面図である。The suspension scaffold of the first embodiment, (a) is a front view, and (b) is a back view. 吊り金具の一例を示した概略図であり、(a)はXビーム11の上面から吊り金具の頭部21が露出した状態をX方向に見た正面図であり、(b)は(a)をY方向に見た側面図であり、(c)は吊り金具がXビーム11内に埋設された状態を示す正面図である。It is the schematic which showed an example of the hanging metal fitting, (a) is the front view which looked at the state which the head 21 of the hanging metal fitting was exposed from the upper surface of the X beam 11 in the X direction, (b) is (a). Is a side view seen in the Y direction, and (c) is a front view showing a state in which the hanging metal fitting is embedded in the X beam 11. 実施形態2の吊り足場であり、(a)は表面図、(b)は裏面図である。It is the suspension scaffold of the second embodiment, (a) is a front view, and (b) is a back view. X連結の手順を示す説明図である。It is explanatory drawing which shows the procedure of X connection. Xビームの連結に用いるX連結具であり、(a)は斜視図、(b)は断面図である。It is an X connector used for connecting the X beam, (a) is a perspective view, and (b) is a cross-sectional view. 実施形態3の吊り足場であり、(a)は表面図、(b)は裏面図である。The suspension scaffold of the third embodiment, (a) is a front view, and (b) is a back view. Y連結具(端部連結用)説明図であり、(a)は断面図、(b)は上面図である。It is explanatory drawing of Y connector (for end connection), (a) is a sectional view, (b) is a top view. 中間Y連結具の説明図であり、(a)は断面図、(b)は上面図である。It is explanatory drawing of the intermediate Y connecting tool, (a) is a cross-sectional view, (b) is a top view. 実施形態4の吊り足場(4枚XY連結)であり、(a)は表面図、(b)は裏面図である。It is the suspension scaffolding (four XY connection) of Embodiment 4, (a) is a front view, and (b) is a back view.

<実施形態1>
<基本吊り足場10>
図1に、実施形態1の吊り足場(基本吊り足場10ともいう)を示す。
(a)は表面図であり、(b)は裏面図である。
実施形態1の基本吊り足場10は、長手方向(X方向)に延設されるXビーム11と、幅方向(Y方向)に延設されるYビーム12とで、矩形状の枠体13を構成し、その枠体13の表面に足場板となるデッキプレート14が積層されている。
実施形態1では、Xビーム11は、基本吊り足場10の上下端(図1において)に、X方向に延伸するように対向して2本配設されており、Yビーム12は、Xビーム11と直角方向の左右端(図1において)に、Y方向に延伸するように対向して2本配設されている。
これらのXビーム11とYビーム12とで、矩形状の枠体13が形成されている。
基本吊り足場10の大きさとしては、人が乗ることのできる大きさ矩形(例えば横方向長さ4850mm、縦幅2000mm)に形成したものが挙げられる。
なお、枠体13は、図1(b)の裏面図に示すように、その補強のため、その中間部に所定間隔で縦横格子状に配置した複数本の断面コの字型の角材15を適宜配設することもできる。
Xビーム11やYビーム12としては、山形鋼、チャンネル鋼、溝形鋼などが挙げられるが、中でも、高荷重に耐えられる強度を有する断面ロの字状の角パイプが好ましく挙げられる。
<Embodiment 1>
<Basic suspension scaffolding 10>
FIG. 1 shows a suspended scaffold of the first embodiment (also referred to as a basic suspended scaffold 10).
(A) is a front view and (b) is a back view.
The basic suspension scaffold 10 of the first embodiment is composed of an X beam 11 extending in the longitudinal direction (X direction) and a Y beam 12 extending in the width direction (Y direction), forming a rectangular frame 13. A deck plate 14 serving as a scaffolding plate is laminated on the surface of the frame body 13.
In the first embodiment, two X beams 11 are arranged at the upper and lower ends (in FIG. 1) of the basic suspension scaffold 10 so as to extend in the X direction, and the Y beam 12 is the X beam 11. At the left and right ends (in FIG. 1) in the direction perpendicular to the above, two are arranged so as to extend in the Y direction so as to face each other.
A rectangular frame 13 is formed by the X beam 11 and the Y beam 12.
Examples of the size of the basic suspension scaffold 10 include those formed in a rectangular size (for example, a horizontal length of 4850 mm and a vertical width of 2000 mm) on which a person can ride.
As shown in the back view of FIG. 1B, the frame body 13 is provided with a plurality of U-shaped cross-section square timbers 15 arranged in a vertical and horizontal lattice pattern at predetermined intervals in the middle portion thereof to reinforce the frame body 13. It can also be arranged as appropriate.
Examples of the X-beam 11 and the Y-beam 12 include angle steel, channel steel, channel steel, and the like. Among them, a square pipe having a square cross section having a strength capable of withstanding a high load is preferable.

Xビームの寸法の一例としては、断面の幅が75mm、高さが150mm、長さが4850mmのものが挙げられ、Yビームの寸法の一例としては、断面の幅が75mm、高さ125mm、長さが1850mmのものが挙げられる。
このようなサイズは一例であって、実施状況に応じて適宜決定される。
Examples of X-beam dimensions include cross-sectional width of 75 mm, height of 150 mm, and length of 4850 mm, and examples of Y-beam dimensions include cross-sectional width of 75 mm, height of 125 mm, and length. The one having a height of 1850 mm can be mentioned.
Such a size is an example and is appropriately determined according to the implementation situation.

<デッキプレート14>
枠体13の上面を覆うデッキプレート14としては、足場板となるものであり、人や機材を載せてもたわんだりしないように適当な強度を備え、枠体13に、溶接やボルト、リベット留めなどの手段によって固着されている。
デッキプレート14としては、亜鉛メッキ鋼板やアルミ合金板などの金属板や、エクスパンドメタルなどが挙げられるが、実施状況に応じて適宜決定される。
<Deck plate 14>
The deck plate 14 that covers the upper surface of the frame body 13 serves as a scaffolding plate, has appropriate strength so as not to bend even if a person or equipment is placed on the frame body 13, and is welded, bolted, or riveted to the frame body 13. It is fixed by means such as.
Examples of the deck plate 14 include metal plates such as galvanized steel plates and aluminum alloy plates, expanded metals, and the like, which are appropriately determined according to the implementation situation.

なお、Xビーム11の上面には、足場パネル10を吊り上げるために取り付けた吊り金具20を突き出させるための開口部11aが設けられている。 An opening 11a for projecting the hanging metal fitting 20 attached for lifting the scaffolding panel 10 is provided on the upper surface of the X beam 11.

<吊り金具20>
図2に、本発明の吊り金具の一例を示す。
(a)はXビーム11の上面から吊り金具の頭部21が露出した状態をX方向に見た正面図であり、(b)は(a)をY方向に見た側面図であり、
(c)は吊り金具がXビーム11内に埋設された状態を示す正面図である。
吊り足場10は、橋桁などの下方に吊り下げられて用いられるものであるので、揚重機などで吊り上げるための吊り金具20が備えられている。
すなわち、吊り足場10を構成する長手方向のXビーム11には、橋梁の桁材等の支持材から吊下げられたチェーン等の索条を接続する吊り金具20を配設して、索条に係止できるようにしてある。
<Hanging bracket 20>
FIG. 2 shows an example of the hanging metal fitting of the present invention.
(A) is a front view of the state in which the head 21 of the hanging bracket is exposed from the upper surface of the X beam 11 in the X direction, and (b) is a side view of (a) in the Y direction.
(C) is a front view showing a state in which the hanging metal fitting is embedded in the X beam 11.
Since the hanging scaffold 10 is used by being suspended below a bridge girder or the like, a hanging metal fitting 20 for lifting by a lifting machine or the like is provided.
That is, the X-beam 11 in the longitudinal direction constituting the suspension scaffold 10 is provided with a hanging metal fitting 20 for connecting a rope such as a chain suspended from a support material such as a girder of a bridge. It is designed so that it can be locked.

<落下防止ストッパ22>
吊り金具20は、Xビーム11の内部に、出没自在に且つ離脱しないように埋設されており、吊り金具20の頭部21には、Xビーム11内への落下を防止するための落下防止ストッパ22が備えられ、その足部23にはXビーム11内からの引上げを停止するための引上停止ストッパ24が備えられている。
すなわち、頭部21の落下防止ストッパ22は、頭部21の上端を両側に拡大して拡大部22aを設け、この拡大部22aの寸法を、Xビーム11の上面に設けられた開口部11aの寸法よりも大きくすることにより、頭部21がXビーム11の上面の開口部11aを通過してXビーム11内へ落下することを防止するようにしている。
<Fall prevention stopper 22>
The hanging metal fitting 20 is embedded inside the X beam 11 so as to be able to appear and disappear and not to be separated. 22 is provided, and the foot portion 23 is provided with a pulling stop stopper 24 for stopping pulling from the inside of the X beam 11.
That is, the fall prevention stopper 22 of the head 21 expands the upper end of the head 21 on both sides to provide an enlarged portion 22a, and the dimension of the enlarged portion 22a is adjusted to the size of the opening 11a provided on the upper surface of the X beam 11. By making it larger than the dimension, the head 21 is prevented from passing through the opening 11a on the upper surface of the X beam 11 and falling into the X beam 11.

<吊り金具頭部21>
なお、吊り金具の頭部21の落下防止ストッパ22aは実施形態では逆台形となっており、吊り金具の頭部21がXビーム11に埋設されたときに、その斜め下面22bとXビーム11上面との間に隙間が形成できるようになっている。
これにより、その斜め下面22bに手鉤などを掛けて、Xビーム11内に埋設されている吊り金具20の引き上げを容易にしている。
なお、吊り金具の頭部21には、シャックルを介してチェーンのフックなどを引っ掛けて吊り足場を吊り上げるために用いる第1貫通孔25が設けられている。
<Hanging bracket head 21>
The fall prevention stopper 22a of the head 21 of the hanging metal fitting has an inverted trapezoidal shape in the embodiment, and when the head 21 of the hanging metal fitting is embedded in the X beam 11, the diagonal lower surface 22b and the upper surface of the X beam 11 are formed. A gap can be formed between the and.
As a result, a hook or the like is hung on the diagonal lower surface 22b to facilitate pulling up of the hanging metal fitting 20 embedded in the X beam 11.
The head 21 of the hanging metal fitting is provided with a first through hole 25 used for hooking a chain hook or the like via a shackle to lift the hanging scaffold.

<引上停止ストッパ24>
吊り金具20の足部23には、吊り金具20がXビーム11内からの抜けを停止するための引上停止ストッパ24が備えられている。
実施形態では、引上停止ストッパ24は、足部23に設けられた第2貫通孔26に嵌入された角柱状の棒状体としている。
角柱状の棒状体は、その上面が平面となっているので、引上停止ストッパ24は、吊り金具20の引上げ時に、引上停止ストッパ24をXビーム11の上枠の天井裏11gに密着させて、吊り足場10全体を吊り上げるようにしている。
引上停止ストッパ24の大きさや形状としては、Xビーム11の上面に設けられた開口部11aを通過しないような大きさや形状とする。
また、引上停止ストッパ24は、吊り金具20を下方に引き込んでXビーム11内に埋設させる重しの役割もあるので、適宜の質量も有する。
なお、引上停止ストッパ24は、不使用時には、吊り金具20をXビーム11内に埋設されているので、吊り足場10の上面や下面への露出がなく、作業の安全性が確保できるようにしている。
また、吊り足場10を重ねて保管する際には、吊り金具20の露出による嵩が高くなることがなく、積み重ね時の崩れのおそれがない。
なお、引上停止ストッパ24は、吊り上げ時に足場パネル10を支えるものでもあるので、その荷重に耐えられる強度を有する必要がある。
実施形態では、無垢の鋼材製の四角柱を第2貫通孔に嵌入して溶接留めして固着しており、
その角柱の一面(上面)がXビーム11の上枠の天井裏11gに密着するようにしている。
<Pull-up stop stopper 24>
The foot portion 23 of the hanging metal fitting 20 is provided with a pull-up stop stopper 24 for stopping the hanging metal fitting 20 from coming out of the X beam 11.
In the embodiment, the pull-up stop stopper 24 is a prismatic rod-shaped body fitted into the second through hole 26 provided in the foot portion 23.
Since the upper surface of the prismatic rod-shaped body is flat, the pulling stop stopper 24 brings the pulling stop stopper 24 into close contact with the ceiling back 11g of the upper frame of the X beam 11 when the hanging metal fitting 20 is pulled up. The entire hanging scaffold 10 is lifted.
The size and shape of the pull-up stop stopper 24 shall be such that it does not pass through the opening 11a provided on the upper surface of the X beam 11.
Further, the pull-up stop stopper 24 also has an appropriate mass because it also serves as a weight for pulling the hanging metal fitting 20 downward and burying it in the X beam 11.
When the pull-up stop stopper 24 is not in use, the hanging metal fitting 20 is embedded in the X beam 11, so that the hanging scaffold 10 is not exposed to the upper surface or the lower surface, so that work safety can be ensured. ing.
Further, when the hanging scaffolds 10 are stacked and stored, the bulk due to the exposure of the hanging metal fittings 20 does not increase, and there is no risk of collapse during stacking.
Since the pull-up stop stopper 24 also supports the scaffolding panel 10 when it is lifted, it needs to have a strength that can withstand the load.
In the embodiment, a quadrangular prism made of solid steel is fitted into the second through hole and welded and fixed.
One surface (upper surface) of the prism is in close contact with the ceiling back 11g of the upper frame of the X beam 11.

<実施形態2>
<X連結吊り足場30>
図3に、X連結をした実施形態2の吊り足場(X連結吊り足場ともいう)を示す。
すなわち、X連結吊り足場30は、請求項1に記載の吊り足場をX方向に連結したものであり、実施形態2のX連結吊り足場30は、2枚の基本吊り足場10のXビーム11の端部同士11cと、11dとを突き合わせ、X方向にX連結具40を介して連結したものである。
次に、図4の断面図を用いて、X連結吊り足場30を形成する場合の手順を示す。
まず、図4(a)に示すように、一方の基本吊り足場10aのXビーム11の右端11cに、予めX連結具40の左端40aを嵌入し、連結しようとする他方の吊り足場10b(追加吊り足場10bともいう)のXビーム11の左端11dを、X連結具40の右端40bに嵌入して連結する。
<Embodiment 2>
<X connection suspension scaffolding 30>
FIG. 3 shows a suspended scaffold (also referred to as an X-connected suspended scaffold) of the second embodiment in which X-connection is performed.
That is, the X-connected suspension scaffold 30 is the suspension scaffold according to claim 1 connected in the X direction, and the X-connection suspension scaffold 30 of the second embodiment is the X beam 11 of the two basic suspension scaffolds 10. The ends 11c and 11d are butted against each other and connected in the X direction via the X connector 40.
Next, a procedure for forming the X-connected suspension scaffold 30 will be described with reference to the cross-sectional view of FIG.
First, as shown in FIG. 4A, the left end 40a of the X connector 40 is previously fitted into the right end 11c of the X beam 11 of one basic suspension scaffold 10a, and the other suspension scaffold 10b (additional) to be connected. The left end 11d of the X beam 11 (also referred to as the suspension scaffold 10b) is fitted into the right end 40b of the X connector 40 and connected.

図4(b)に、基本吊り足場10aのXビーム11の右端11cに嵌入したX連結具40の外側に、連結しようとする追加吊り足場10bのXビーム11の左端11dを嵌入したした状態を示す。 FIG. 4B shows a state in which the left end 11d of the X beam 11 of the additional suspension scaffold 10b to be connected is fitted to the outside of the X connector 40 fitted to the right end 11c of the X beam 11 of the basic suspension scaffold 10a. show.

図4(c)に、X連結させたXビーム11及びX連結具40を上下方向に貫通させた連結ボルト42を締めて、2枚の基本吊り足場10aと追加吊り足場10bとを、X連結具40を用いてX連結して固定した状態を示す。 In FIG. 4 (c), the two basic suspension scaffolds 10a and the additional suspension scaffold 10b are X-connected by tightening the connection bolt 42 that penetrates the X beam 11 and the X connector 40 that are X-connected in the vertical direction. A state in which X is connected and fixed using the tool 40 is shown.

<X連結具40>
図5に、X連結具40の一例として、断面C字状の連結具を示す。(a)は斜視図であり、(b)は断面図である。
X連結具40としては、アングル鋼、チャンネル鋼、溝形鋼(C形鋼、Cチャンなど薄い板材をCの字に加工した鋼材)などが挙げられる。中でも、断面がC字状のC形鋼は、
薄い板材を断面C字状に加工した溝形鋼であり、垂直部の一部が切り欠かれた溝部43が形成されている。
この溝部43の縮小によりC字が変形することにより、Xビーム11の内寸に多少の差異があっても許容し、Xビーム11の内側にX連結具40を嵌入することができる。
また、Xビーム11の内側に突起物などがあっても、溝部43がその突起物を避けてX連結具40を嵌入させることができるので好ましい。
以上説明したようにして、複数枚の基本吊り足場10を、X方向に連結して、大きな面積のX連結吊り足場30を形成することができる。
<X connector 40>
FIG. 5 shows a connector having a C-shaped cross section as an example of the X connector 40. (A) is a perspective view, and (b) is a cross-sectional view.
Examples of the X connector 40 include angle steel, channel steel, channel steel (steel material obtained by processing a thin plate material such as C-shaped steel and C-chan into a C shape) and the like. Among them, C-shaped steel with a C-shaped cross section is
It is a channel steel formed by processing a thin plate material into a C-shaped cross section, and a groove portion 43 in which a part of a vertical portion is cut out is formed.
Since the C-shape is deformed due to the reduction of the groove portion 43, even if there is a slight difference in the inner dimensions of the X beam 11, the X connector 40 can be fitted inside the X beam 11.
Further, even if there is a protrusion or the like inside the X beam 11, the groove 43 can avoid the protrusion and fit the X connector 40, which is preferable.
As described above, a plurality of basic suspended scaffolds 10 can be connected in the X direction to form an X-connected suspended scaffold 30 having a large area.

<実施形態3>
<Y連結吊り足場50>
図6に、Y連結をした実施形態3の吊り足場(Y連結吊り足場50ともいう)を示す。(a)は表面図、(b)は裏面図である。
Y連結とは、基本吊り足場2枚を、Xビーム同士を接触するように平行に配置して、Y方向に連結することをいう。
Y連結吊り足場50は、実施形態1に記載の吊り足場をY方向に連結したものであり、2枚の基本吊り足場10のXビーム11同士を並列に並べ、その端部同士をY方向にY連結具60を用いて連結したものである。
<Embodiment 3>
<Y connection suspension scaffolding 50>
FIG. 6 shows a suspended scaffold (also referred to as a Y-connected suspended scaffold 50) of the third embodiment in which Y-connection is performed. (A) is a front view and (b) is a back view.
The Y connection means that two basic suspended scaffolds are arranged in parallel so that the X beams come into contact with each other and are connected in the Y direction.
The Y-connected suspension scaffold 50 is obtained by connecting the suspension scaffolds described in the first embodiment in the Y direction. The X beams 11 of the two basic suspension scaffolds 10 are arranged in parallel, and the ends thereof are arranged in the Y direction. It is connected by using the Y connector 60.

<Y連結具60>
図7に、Xビーム11同士を連結するY連結具60を示す。(a)は断面図、(b)は上面図である。
Y連結具60は、並列に並べられた2本のXビーム11の端部の外周を囲むようにして設けられる。
すなわち、Y連結具60は、Xビーム11の側面から下部を巻く凹状部材61と、凹状部材61に挿入されたXビーム11の上部を覆う蓋部材62と、これらを結合する固定ボルト63とからなる。
凹状部材61に2本のXビーム11の端部を挿入した後、その上部を蓋部材62で覆うようにして蓋部材62の両端を固定ボルト63で締める。
これにより、2本のXビーム11の端部がY連結具60を介してY連結固定される。
なお、凹状部材61の上下方向中間位置に中間ボルト64を挿入して、凹状部材61と2本のXビーム11とを一体化させて、Y連結具60の強度を増すこともできる。
<Y connector 60>
FIG. 7 shows a Y connector 60 that connects the X beams 11 to each other. (A) is a cross-sectional view, and (b) is a top view.
The Y connector 60 is provided so as to surround the outer periphery of the end portions of the two X beams 11 arranged in parallel.
That is, the Y connector 60 is composed of a concave member 61 that winds the lower part from the side surface of the X beam 11, a lid member 62 that covers the upper part of the X beam 11 inserted into the concave member 61, and a fixing bolt 63 that connects them. Become.
After inserting the ends of the two X beams 11 into the concave member 61, both ends of the lid member 62 are tightened with fixing bolts 63 so that the upper portion thereof is covered with the lid member 62.
As a result, the ends of the two X beams 11 are Y-connected and fixed via the Y-connector 60.
It is also possible to insert an intermediate bolt 64 at an intermediate position in the vertical direction of the concave member 61 to integrate the concave member 61 and the two X beams 11 to increase the strength of the Y connector 60.

<中間のY連結具70>
図8は、Y連結具60とは別途に用いられる中間Y連結具70であり、(a)は断面図、(b)は上面図である。
この中間Y連結具70は、Xビーム11の端部の連結ではなくXビーム11の中間部同士をY連結する場合に用いられる。
すなわち、Xビーム11の端部での連結に加えて中間部においても連結することによって、Y連結吊り足場50をより強固に連結することができる。
この中間Y連結に際して用いる中間Y連結具70は、連結しようとする2枚の基本吊り足場10のXビーム11に収納されている吊り金具20を利用する。
すなわち、中間Y連結具70は、2本の吊り金具20、20の頭部21の間に介在させる介在部材71、吊り金具20の足部23の第2貫通孔26に嵌入された引上停止ストッパ24からなる。
なお、介在部材71は、2本の吊り金具20、20の頭部21との間にボルト72を貫通させて固定されている。
以上説明したようにして、複数枚の基本吊り足場10を、Y方向に連結して、大きな面積のY連結吊り足場50を形成することができる。
<Intermediate Y connector 70>
8A and 8B are an intermediate Y-connector 70 used separately from the Y-connector 60, where FIG. 8A is a cross-sectional view and FIG. 8B is a top view.
The intermediate Y connector 70 is used when the intermediate portions of the X beam 11 are Y-connected to each other instead of connecting the ends of the X beam 11.
That is, the Y-connected suspension scaffold 50 can be more firmly connected by connecting the X-beam 11 not only at the end portion but also at the intermediate portion.
The intermediate Y connecting tool 70 used for the intermediate Y connecting utilizes the hanging metal fitting 20 housed in the X beam 11 of the two basic hanging scaffolds 10 to be connected.
That is, the intermediate Y connector 70 has an intervening member 71 interposed between the heads 21 of the two hanging metal fittings 20, and a pull-up stop fitted in the second through hole 26 of the foot portion 23 of the hanging metal fitting 20. It consists of a stopper 24.
The intervening member 71 is fixed by penetrating a bolt 72 between the two hanging metal fittings 20 and the head 21 of the 20.
As described above, a plurality of basic suspension scaffolds 10 can be connected in the Y direction to form a Y-connected suspension scaffold 50 having a large area.

<実施形態4>
<XY連結吊り足場80>
図9に、実施形態4の吊り足場(4枚の基本吊り足場10をXY連結したもの)を示す。(a)は表面図、(b)は裏面図である。
実施形態4の吊り足場80は、基本吊り足場10の4枚を、X方向に2枚連結し、Y方向に2枚連結したもの(XY連結吊り足場ともいう)をいう。
すなわち、実施形態4のXY連結吊り足場80は、実施形態1に記載の基本吊り足場10を、X方向及びY方向に連結したものである。
実施形態4のXY連結吊り足場80を形成するための連結具は、実施形態2及び実施形態3で用いたX連結具20とY連結具60とを用いる。
また、実施状況によっては、中間Y連結具70を用いることもできる。
これにより、複数枚の基本吊り足場10を、X及びY方向に連結して、大きな面積のXY連結吊り足場80を形成することができる。
<Embodiment 4>
<XY connection suspension scaffolding 80>
FIG. 9 shows a suspended scaffold of the fourth embodiment (four basic suspended scaffolds 10 are XY connected). (A) is a front view and (b) is a back view.
The suspension scaffold 80 of the fourth embodiment refers to a scaffold in which four pieces of the basic suspension scaffold 10 are connected in the X direction and two pieces are connected in the Y direction (also referred to as an XY connection suspension scaffold).
That is, the XY connection suspension scaffold 80 of the fourth embodiment is the one in which the basic suspension scaffold 10 described in the first embodiment is connected in the X direction and the Y direction.
As the connecting tool for forming the XY connecting suspension scaffold 80 of the fourth embodiment, the X connecting tool 20 and the Y connecting tool 60 used in the second and third embodiments are used.
Further, depending on the implementation situation, the intermediate Y connector 70 can also be used.
As a result, a plurality of basic suspension scaffolds 10 can be connected in the X and Y directions to form an XY connection suspension scaffold 80 having a large area.

本発明の吊り足場用は、作業の安全性が高く、作業性がよく、短期間に且つ未熟者でも手軽に吊り足場を構築でき、より安価で丈夫な吊り足場とすることができるので、産業上広く利用することができる。 The suspended scaffold of the present invention has high work safety and good workability, and even an inexperienced person can easily construct a suspended scaffold in a short period of time, and the suspended scaffold can be made cheaper and more durable. It can be widely used.

10 吊り足場
10a 基本吊り足場
10b 連結しようとする他方の吊り足場(追加吊り足場)
11 Xビーム
11a Xビームの上面の開口部
11c Xビーム11の右端
11d Xビーム11の左端
11g Xビーム11の天井裏
12 Yビーム
13 枠体
14 デッキプレート
15 角材
20 吊り金具
21 頭部
22 落下防止ストッパ
22a 拡大部
22b 斜め下面
23 足部
24 引上停止ストッパ
25 第1貫通孔
26 第2貫通孔
30 実施形態2の吊り足場(X連結吊り足場)
40 X連結具
40a X連結具40の左端
40b X連結具40の右端
41 X連結具の上部平行部
42 X連結に用いる連結ボルト
43 溝部
50 実施形態3の吊り足場(Y連結吊り足場)
60 Y連結具
61 凹状部材
62 蓋部材
63 固定ボルト
64 中間ボルト
70 中間Y連結具
71 介在部材
72 ボルト
80 実施形態4の吊り足場(XY連結吊り足場)
10 Suspended scaffolding 10a Basic suspended scaffolding 10b The other suspended scaffolding to be connected (additional suspended scaffolding)
11 X-beam 11a Opening on the upper surface of X-beam 11c Right end of X-beam 11 11d Left end of X-beam 11 11g Behind the ceiling of X-beam 11 Y-beam 13 Frame 14 Deck plate 15 Square lumber 20 Hanging bracket 21 Head 22 Fall protection Stopper 22a Enlarged portion 22b Diagonal lower surface 23 Foot portion 24 Pull-up stop Stopper 25 First through hole 26 Second through hole 30 Suspended scaffold of the second embodiment (X-connected suspended scaffold)
40 X connecting tool 40a X left end of connecting tool 40 40b X right end of connecting tool 40 41 X upper parallel part of connecting tool 42 X connecting bolt 43 groove part 50 hanging scaffolding of embodiment 3 (Y connecting hanging scaffolding)
60 Y connector 61 Concave member 62 Lid member 63 Fixing bolt 64 Intermediate bolt 70 Intermediate Y connector 71 Intervening member 72 Bolt 80 Suspended scaffold of the fourth embodiment (XY connected suspended scaffold)

本発明の吊り足場は、以下の特徴を有する。
(1)対向して配設された長手方向のXビーム及び前記Xビームと直角方向に対向して配設されたYビームからなる矩形状の枠体と、
その枠体の上面に積層したデッキプレートと、
を備えた矩形状の吊り足場を、
X方向及びY方向に連結したXY連結吊り足場であって、
前記X方向の連結は、垂直部の一部が切り欠かれた溝部が形成された断面C字状のX連結具を前記Xビームの内側に嵌入して連結され、
前記Y方向の連結は、
前記Xビームの側面から下部を巻く凹状部材と、
前記凹状部材に挿入されたXビームの上部を覆う蓋部材と、
これらを結合する固定ボルトとからなるY連結具を、
並べられたXビームの端部の外周を囲むようにして連結され、
吊り金具が前記Xビームの内部に出没自在に且つ離脱しないように埋設されるとともに、
前記吊り金具の頭部には、前記Xビーム内への落下を防止する落下防止ストッパが備えられ、
前記落下防止ストッパは、吊り金具の頭部が前記Xビームに埋設されたときに、その斜め下面と前記Xビーム上面との間に隙間ができるように逆台形状となっており、
前記吊り金具の足部には前記Xビーム内からの引上げを停止する引上停止ストッパが備えられており、
前記吊り金具を引上げたときに前記引上停止ストッパがXビームの天井裏に密着した状態で吊り上げられるようにしたことを特徴とする。
(2)上記(1)において、前記吊り金具には、その頭部に第1貫通孔が形成されているとともに、その足部に第2貫通孔が形成されており、
前記第2貫通孔には、前記引上停止ストッパが嵌入されていることを特徴とする。
The suspended scaffold of the present invention has the following features.
(1) A rectangular frame composed of an X beam in the longitudinal direction arranged to face each other and a Y beam arranged to face the X beam in a right angle direction.
The deck plate laminated on the upper surface of the frame and
A rectangular hanging scaffold with
An XY-connected suspension scaffold connected in the X and Y directions.
In the connection in the X direction, an X-connector having a C-shaped cross section having a groove portion in which a part of the vertical portion is cut out is fitted inside the X beam and connected.
The connection in the Y direction is
A concave member that winds from the side surface of the X beam to the lower part,
A lid member that covers the upper part of the X beam inserted into the concave member,
A Y connector consisting of a fixing bolt that connects these
Connected so as to surround the outer circumference of the ends of the arranged X beams,
The hanging metal fittings are embedded inside the X-beam so that they can freely appear and disappear and do not come off.
The head of the hanging bracket is provided with a fall prevention stopper that prevents the hanging metal fitting from falling into the X beam.
The fall prevention stopper has an inverted trapezoidal shape so that a gap is formed between the diagonal lower surface of the hanging metal fitting and the upper surface of the X beam when the head of the hanging metal fitting is embedded in the X beam.
The foot of the hanging bracket is provided with a pulling stop stopper that stops pulling from inside the X beam.
It is characterized in that when the hanging metal fitting is pulled up, the pulling stop stopper is lifted in a state of being in close contact with the ceiling of the X beam.
(2) In the above (1), the hanging metal fitting has a first through hole formed in the head thereof and a second through hole formed in the foot portion thereof.
The pull-up stop stopper is fitted into the second through hole.

Claims (5)

対向して配設された長手方向のXビーム及び前記Xビームと直角方向に対向して配設されたYビームからなる矩形状の枠体と、
その枠体の上面に積層したデッキプレートと、
を備えた矩形状の吊り足場であって、
吊り金具が前記Xビームの内部に出没自在に且つ離脱しないように埋設されるとともに、
前記吊り金具の頭部には前記Xビーム内への落下を防止する落下防止ストッパが備えられ、
前記吊り金具の足部には前記Xビーム内からの引上げを停止する引上停止ストッパが備えられており、
前記吊り金具を引上げたときに前記引上停止ストッパがXビームの天井裏に密着した状態で吊り上げられるようにしたことを特徴とする吊り足場。
A rectangular frame composed of an X beam in the longitudinal direction arranged to face each other and a Y beam arranged to face the X beam in a direction perpendicular to the X beam, and a rectangular frame.
The deck plate laminated on the upper surface of the frame and
It is a rectangular hanging scaffold with
The hanging metal fittings are embedded inside the X-beam so that they can freely appear and disappear and do not come off.
The head of the hanging bracket is provided with a fall prevention stopper that prevents the hanging metal fitting from falling into the X beam.
The foot of the hanging bracket is provided with a pulling stop stopper that stops pulling from inside the X beam.
A hanging scaffold characterized in that when the hanging metal fitting is pulled up, the pulling stop stopper is lifted in a state of being in close contact with the ceiling of the X beam.
前記吊り金具には、その頭部に第1貫通孔が形成されているとともに、
その足部に第2貫通孔が形成されており、
前記第2貫通孔には、前記引上停止ストッパが嵌入されていることを特徴とする請求項1に記載の吊り足場。
The hanging metal fitting has a first through hole formed in its head and has a first through hole.
A second through hole is formed in the foot,
The suspension scaffold according to claim 1, wherein the pull-up stop stopper is fitted in the second through hole.
請求項1に記載の吊り足場をX方向に連結したことを特徴とするX連結した吊り足場。 An X-connected suspended scaffold according to claim 1, wherein the suspended scaffold is connected in the X direction. 請求項1に記載の吊り足場をY方向に連結したことを特徴とするY連結した吊り足場。 A Y-connected suspended scaffold according to claim 1, wherein the suspended scaffold is connected in the Y direction. 請求項1に記載の吊り足場を、X方向及びY方向に連結したことを特徴とするXY連結した吊り足場。 An XY-connected suspension scaffold according to claim 1, wherein the suspension scaffold is connected in the X direction and the Y direction.
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JP6842738B1 (en) * 2020-11-10 2021-03-17 ▲蔦▼井株式会社 Suspended scaffolding
JP7116832B1 (en) * 2021-09-22 2022-08-10 大 小野 Scaffolding device and scaffolding device assembly method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59151917U (en) * 1983-03-25 1984-10-11 株式会社新井組 Hanging fittings for scaffolding
JPH08128191A (en) * 1994-09-07 1996-05-21 Yuichi Dojo Stopper construction of suspension device, etc., of scaffolding
JPH11107523A (en) * 1997-10-06 1999-04-20 Koyo Kikai Sangyo Kk Hanging scaffold, method for constructing the same, and mounting bracket for standard pipe, etc.
JPH11324314A (en) * 1998-05-12 1999-11-26 Hory Corp Work floor
WO2013122607A1 (en) * 2012-02-17 2013-08-22 Paul Kristen, Inc. Modular platform/scaffolding
JP2015028284A (en) * 2013-07-02 2015-02-12 日鐵住金建材株式会社 Panel for suspended scaffold
JP6661142B1 (en) * 2019-11-13 2020-03-11 ▲蔦▼井株式会社 Hanging scaffold

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59151917U (en) * 1983-03-25 1984-10-11 株式会社新井組 Hanging fittings for scaffolding
JPH08128191A (en) * 1994-09-07 1996-05-21 Yuichi Dojo Stopper construction of suspension device, etc., of scaffolding
JPH11107523A (en) * 1997-10-06 1999-04-20 Koyo Kikai Sangyo Kk Hanging scaffold, method for constructing the same, and mounting bracket for standard pipe, etc.
JPH11324314A (en) * 1998-05-12 1999-11-26 Hory Corp Work floor
WO2013122607A1 (en) * 2012-02-17 2013-08-22 Paul Kristen, Inc. Modular platform/scaffolding
JP2015028284A (en) * 2013-07-02 2015-02-12 日鐵住金建材株式会社 Panel for suspended scaffold
JP6661142B1 (en) * 2019-11-13 2020-03-11 ▲蔦▼井株式会社 Hanging scaffold

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