JP2023181900A - Suspended scaffold device and method for assembling suspended scaffold device - Google Patents

Suspended scaffold device and method for assembling suspended scaffold device Download PDF

Info

Publication number
JP2023181900A
JP2023181900A JP2022095281A JP2022095281A JP2023181900A JP 2023181900 A JP2023181900 A JP 2023181900A JP 2022095281 A JP2022095281 A JP 2022095281A JP 2022095281 A JP2022095281 A JP 2022095281A JP 2023181900 A JP2023181900 A JP 2023181900A
Authority
JP
Japan
Prior art keywords
piece
vertical beam
connecting member
rotating piece
vertical
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.)
Granted
Application number
JP2022095281A
Other languages
Japanese (ja)
Other versions
JP7161641B1 (en
Inventor
大 小野
Dai ONO
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 JP2022095281A priority Critical patent/JP7161641B1/en
Application granted granted Critical
Publication of JP7161641B1 publication Critical patent/JP7161641B1/en
Publication of JP2023181900A publication Critical patent/JP2023181900A/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Movable Scaffolding (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

To provide a suspended scaffold device and an assembling method of the suspended scaffold device capable of facilitating storage and transportation of a vertical beam even when the vertical beams are equipped with a suspension bracket to which a suspension material can be attached and a connection member capable of being connected to the other vertical beam and a horizontal beam.SOLUTION: Means for solving the above problem is provided with a plurality of vertical beams 2 which can be connected in series in the depth direction and is arranged in parallel in the width direction, a horizontal beam 3 which is laid between one ends of adjacent vertical beams 2 in the width direction, and a scaffolding plate 4 which is laid between adjacent vertical beams 2 and 2 in the width direction. The vertical beam 2 has a beam body 5, a suspending material bracket 6 provided at one end of the beam body 5 and capable of mounting a suspending material for suspending the vertical beam 2, a first connecting member 7 provided on the anti-beam body side of the suspending material bracket 6, and a second connecting member 8 provided at the other end of the beam body 5 and capable of connecting to the first connecting member 7 of the vertical beams 2 adjacent in the depth direction. Each end of the horizontal beam 3 is connected to the first connecting member 7 of the adjacent vertical beams 2 in the width direction.SELECTED DRAWING: Figure 2

Description

この発明は、吊り足場装置及び吊り足場装置の組立方法に関する。 The present invention relates to a suspended scaffolding device and a method for assembling the suspended scaffolding device.

従来の吊り足場装置としては、例えば、チェーン等の吊り材によって建築物や構造物から吊り下げられて、建築物や構造物の建設、保守工事において利用されるものがある(例えば、特許文献1参照)。 Examples of conventional suspended scaffolding devices include devices that are suspended from buildings and structures using hanging materials such as chains and used in the construction and maintenance of buildings and structures (for example, Patent Document 1 reference).

詳細には、特許文献1の吊り足場装置は、幅方向で平行に配置される複数の縦梁と、奥行方向で平行に配置される複数の横梁と、縦梁と横梁の各端部の間に配置されて縦梁と横梁を水平回転自在に連結する結合部材と、幅方向で隣り合う縦梁間に架け渡される足場板とを備え、吊り材の下端を結合部材に取付けることで、建築物や構造物に吊り下げ支持される。 Specifically, the suspended scaffolding device of Patent Document 1 includes a plurality of vertical beams arranged in parallel in the width direction, a plurality of horizontal beams arranged in parallel in the depth direction, and a space between each end of the vertical beam and the horizontal beam. The structure is equipped with a connecting member that connects the vertical beams and horizontal beams horizontally and rotatably, and a scaffold board that spans between the vertical beams adjacent in the width direction, and the lower end of the hanging material is attached to the connecting member. or suspended from a structure.

また、特許文献1の吊り足場装置は、既設の結合部材に対してそれぞれ拡張用の縦梁の基端を水平回転自在に連結し、既設の結合部材を支点にして拡張用の縦梁を奥行方向で手前側に引き寄せた状態で、隣り合う拡張用の各縦梁の先端に拡張用の結合部材を取付け、その拡張用の結合部材間に拡張用の横梁を架け渡した後に、拡張用の縦梁を水平回転させて奥行方向に沿うように配置してから、幅方向で隣り合う拡張用の縦梁間に足場板を架け渡すことで、既設の吊り足場装置の隣りに新たに吊り足場装置を設置して足場全体の床面積を拡張できるようになっている。 In addition, the suspended scaffolding device of Patent Document 1 connects the base ends of each vertical beam for expansion to an existing connecting member so as to be horizontally rotatable, and uses the existing connecting member as a fulcrum to extend the vertical beam for expansion in depth. Attach an expansion connecting member to the tip of each adjacent expansion vertical beam, and then connect the expansion cross-beam between the expansion connecting members. By rotating the vertical beams horizontally and arranging them along the depth direction, and then spanning the scaffolding boards between the vertical beams for expansion that are adjacent in the width direction, a new suspended scaffolding device can be installed next to the existing suspended scaffolding device. It is now possible to expand the floor space of the entire scaffolding by installing.

特許第5820848号公報Patent No. 5820848

従来の吊り足場装置では、組立作業中に縦梁に結合部材を取付ける工程を省略するために、縦梁の一端に予め結合部材を取付けておくことが考えられる。 In conventional suspended scaffolding devices, in order to omit the step of attaching the coupling member to the longitudinal beam during assembly work, it is conceivable to attach the coupling member to one end of the longitudinal beam in advance.

ところが、従来の吊り足場装置では、結合部材が、吊り材を取付け可能な筒状の吊り材ブラケットと、吊り材ブラケットの周囲に設けられて縦梁及び横梁を連結可能な孔を有するフランジとを備えて構成されているため、結合部材の横幅は縦梁の横幅よりも非常に広い。 However, in the conventional hanging scaffolding device, the connecting member includes a cylindrical hanging material bracket to which a hanging material can be attached, and a flange provided around the hanging material bracket and having a hole that can connect the vertical beam and the horizontal beam. As a result, the width of the connecting member is much wider than the width of the longitudinal beam.

そのため、縦梁の一端に結合部材を予め取付けて縦梁と結合部材を一体化すると、結合部材が横方向にかさばって、結合部材と一体化した縦梁の保管や運搬が難しくなるといった不具合があった。 Therefore, if a connecting member is attached to one end of the longitudinal beam in advance and the longitudinal beam and the connecting member are integrated, the connecting member becomes bulky in the horizontal direction, making it difficult to store and transport the connecting member and the integrated longitudinal beam. there were.

そこで、本発明は、縦梁に結合部材を一体化しても、縦梁の保管や運搬が容易となる吊り足場装置及び吊り足場装置の組立方法を提供することを目的とする。 SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a suspended scaffolding device and a method for assembling the suspended scaffolding device, which makes it easy to store and transport the vertical beams even when the connecting members are integrated with the vertical beams.

上記の目的を達成させるため、本発明の吊り足場装置は、奥行方向に沿って直列に連結可能であって幅方向で平行に配置される複数の縦梁と、幅方向で隣り合う前記縦梁の一端同士の間に架け渡される横梁と、幅方向で隣り合う前記縦梁間に架け渡される足場板とを備え、前記縦梁は、梁本体と、前記梁本体の一端に設けられて前記縦梁を吊持する吊り材を取付け可能な吊り材ブラケットと、前記吊り材ブラケットの反梁本体側に設けられる第一連結部材と、前記梁本体の他端に設けられて奥行方向で隣り合う前記縦梁の前記第一連結部材に連結可能な第二連結部材とを有し、前記横梁の各端部は、幅方向で隣り合う前記縦梁の前記第一連結部材にそれぞれ連結されることを特徴とする。この構成によると、吊り材ブラケットと第一連結部材が縦梁の長手方向に沿って直列に配置されるので、吊り材ブラケットと第一連結部材とを有する結合部材の横幅を短くできる。 In order to achieve the above object, the suspended scaffolding device of the present invention includes a plurality of vertical beams that can be connected in series along the depth direction and are arranged in parallel in the width direction, and the vertical beams that are adjacent in the width direction. A horizontal beam spanned between one end and a scaffold board spanned between the vertical beams adjacent in the width direction, the vertical beam includes a beam main body and a cross beam provided at one end of the beam body a hanging material bracket to which a hanging material for suspending a beam can be attached; a first connecting member provided on the side opposite to the beam body of the hanging material bracket; and a first connecting member provided at the other end of the beam body and adjacent in the depth direction. a second connecting member connectable to the first connecting member of the longitudinal beam, and each end of the horizontal beam is connected to the first connecting member of the longitudinal beam adjacent in the width direction. Features. According to this configuration, since the hanging material bracket and the first connecting member are arranged in series along the longitudinal direction of the vertical beam, the width of the connecting member having the hanging material bracket and the first connecting member can be shortened.

また、本発明の吊り足場装置は、奥行方向で隣り合う前記縦梁のうちで手前側の縦梁の前記第一連結部材に対して奥側の縦梁の前記第二連結部材を水平方向に回転自在に連結する回転連結装置と、前記奥側の縦梁が前記手前側の縦梁に対して直列に配置された状態で前記奥側の縦梁の前記第二連結部材を前記手前側の縦梁の前記第一連結部材に対して回転不能に固定する回り止め装置とを備えてもよい。この構成によると、吊り足場装置の組立時において、奥側の縦梁を吊り足場装置の幅方向に沿わせた状態で、手前側の縦梁に対して回転自在に連結できるので、2人の作業者で奥側の縦梁を保持しながら、奥側の縦梁を手前側の縦梁に連結する作業を行うことができる。よって、奥行方向で隣り合う縦梁同士の連結作業を安全に行うことができる。 Further, in the suspended scaffolding device of the present invention, among the vertical beams adjacent in the depth direction, the second connecting member of the vertical beam on the back side is horizontally connected to the first connecting member of the vertical beam on the near side. a rotary coupling device that rotatably connects the second coupling member of the back longitudinal beam to the front longitudinal beam with the back longitudinal beam arranged in series with the front longitudinal beam; The first connecting member of the longitudinal beam may be provided with a detent device for non-rotatably fixing the longitudinal beam to the first connecting member. According to this configuration, when assembling the suspended scaffolding device, the vertical beam on the back side can be rotatably connected to the vertical beam on the front side with the vertical beam along the width direction of the suspended scaffolding device, so two people can A worker can connect the rear vertical beam to the front vertical beam while holding the rear vertical beam. Therefore, the work of connecting vertical beams that are adjacent in the depth direction can be performed safely.

また、本発明の吊り足場装置では、前記第一連結部材は、前記吊り材ブラケットから反梁本体側に向けて延びる第一連結片を有し、前記第二連結部材は、前記梁本体の他端から前記梁本体の軸方向に沿って延びる第二連結片を有し、前記回転連結装置は、前記第一連結片と前記第二連結片にそれぞれ形成される固定孔と、前記第一連結片と前記第二連結片を上下に重ねた状態で上下に対向する前記固定孔に挿入される連結ピンとを有し、前記回り止め装置は、前記第一連結片と前記第二連結片にそれぞれ形成される回り止め孔と、前記第一連結片と前記第二連結片を上下に重ねた状態で上下に対向する前記回り止め孔に挿入される回転止めピンとを有してもよい。この構成によると、回転連結装置と回り止め装置が、固定孔と回り止め孔を有する第一連結片及び第二連結片と、連結ピン及び回転止めピンのみを有していればよく、構造が単純となるため、奥行方向で隣り合う縦梁の連結作業が容易となる。 Further, in the suspended scaffolding device of the present invention, the first connecting member has a first connecting piece extending from the hanging material bracket toward the side opposite to the beam body, and the second connecting member has a The rotary connection device has a second connection piece extending from an end along the axial direction of the beam main body, and the rotation connection device has a fixing hole formed in the first connection piece and the second connection piece, respectively, and a second connection piece that extends from the end along the axial direction of the beam body. and a connecting pin inserted into the vertically opposing fixing holes with the first connecting piece and the second connecting piece stacked one on top of the other, and the detent device has a connecting pin that is inserted into the first connecting piece and the second connecting piece, respectively. The rotation stopper may include a rotation stopper hole formed and a rotation stopper pin inserted into the rotation stopper hole that is vertically opposed to each other in a state where the first connection piece and the second connection piece are vertically stacked. According to this configuration, the rotation coupling device and the rotation prevention device only need to have a first connection piece and a second connection piece each having a fixing hole and a rotation prevention hole, a connection pin, and a rotation prevention pin, and the structure is simplified. Since it is simple, it becomes easy to connect vertical beams that are adjacent in the depth direction.

また、本発明の吊り足場装置では、前記第一連結部材は、前記吊り材ブラケットから反梁本体側に向けて延びる第一突出片と、矩形状であって長辺が前記梁本体の軸方向に沿う縦向き姿勢と長辺が前記梁本体の軸方向に対して直交する横向き姿勢に姿勢変更可能に前記第一突出片に連結される第一回転片とを有し、前記第二連結部材は、前記梁本体の他端から前記梁本体の軸方向に沿って延びる第二突出片と、矩形状であって長辺が前記梁本体の軸方向に沿う縦向き姿勢と長辺が前記梁本体の軸方向に対して直交する横向き姿勢に姿勢変更可能に前記第二突出片に連結される第二回転片とを有し、前記第一回転片及び前記第二回転片は、それぞれ、長辺の幅方向中央を通る中心線を挟んで配置される一対の連結孔を有しており、前記回転連結装置は、横向き姿勢の前記第一回転片及び前記第二回転片を上下に重ねた状態で上下に対向する前記一対の連結孔のうちの一方の連結孔に挿入される第一連結ピンを有し、前記回り止め装置は、横向き姿勢の前記第一回転片及び前記第二回転片を上下に重ねた状態で上下に対向する前記一対の連結孔のうちの他方の連結孔に挿入される第二連結ピンを有してもよい。この構成によると、一対の連結孔が奥行方向から見て横方向に並べて配置されるため、各連結ピンを各連結孔に挿入する際に、作業者が身を乗り出す量を少なくできる。その上、各回転片を縦向き姿勢にすれば、各回転片の横幅が短辺になるので、各回転片が縦梁の保管や運搬の妨げにならない。 Further, in the suspended scaffolding device of the present invention, the first connecting member has a first protruding piece extending from the hanging material bracket toward the side opposite to the beam body, and a rectangular shape with a long side extending in the axial direction of the beam body. a first rotary piece connected to the first protruding piece so as to be changeable between a vertical position along the beam body and a horizontal position whose long side is orthogonal to the axial direction of the beam main body, and the second connecting member is a second protruding piece extending from the other end of the beam body along the axial direction of the beam body; a second rotary piece connected to the second protruding piece so as to be able to change its posture to a horizontal position perpendicular to the axial direction of the main body, and the first rotary piece and the second rotary piece each have a length. The rotary connecting device has a pair of connecting holes arranged across a center line passing through the widthwise center of the side, and the rotary connecting device has the first rotary piece and the second rotary piece in a horizontal position stacked one on top of the other. The detent device includes a first connecting pin that is inserted into one of the pair of connecting holes that are vertically opposed in the state, and the detent device includes the first rotating piece and the second rotating piece that are in a horizontal position. It may have a second connection pin that is inserted into the other connection hole of the pair of connection holes that are vertically opposed in a state where the two are stacked one on top of the other. According to this configuration, since the pair of connecting holes are arranged side by side in the lateral direction when viewed from the depth direction, it is possible to reduce the amount by which the operator leans forward when inserting each connecting pin into each connecting hole. Moreover, if each rotating piece is placed in a vertical position, the width of each rotating piece becomes the short side, so that each rotating piece does not interfere with the storage or transportation of the vertical beam.

また、本発明の吊り足場装置では、前記第一回転片及び前記第二回転片は、横向き姿勢で、前記第一突出片及び前記第二突出片に形成されたピン孔と対向する溝又は孔を有しており、前記第一回転片及び前記第二回転片は、互いに対向する前記ピン孔と前記溝又は前記孔に挿入される規制ピンによって、横向き姿勢で固定されてもよい。この構成によると、簡易な構造で回転片を横向き姿勢に固定できる。 Further, in the suspended scaffolding device of the present invention, the first rotating piece and the second rotating piece are in a horizontal position, and the groove or hole is opposite to the pin hole formed in the first projecting piece and the second projecting piece. The first rotary piece and the second rotary piece may be fixed in a horizontal position by the pin hole and the groove or a regulating pin inserted into the hole, which face each other. According to this configuration, the rotating piece can be fixed in a horizontal position with a simple structure.

また、本発明の吊り足場装置では、前記第一回転片及び前記第二回転片は、横向き姿勢の前記第一回転片及び前記第二回転片の前記各連結孔を上下に対向させた状態で、記第一回転片及び前記第二回転片の回転軸と前記梁本体の軸方向で対向する位置に設けられる収容溝を有してもよい。この構成によると、第一回転片の連結孔と第二回転片の連結孔を上下に対向させる際に、各回転片の回転軸又は回転軸を回転自在に保持する保持筒を各回転片の収容溝にそれぞれ収容できる。すると、収容溝の深さ分だけ第一回転片と第二回転片が重なる面積を大きくできるので、縦梁の保管や運搬を容易にするために各回転片の短辺を短くしても、回転片同士の連結強度を十分に確保できる。 Further, in the suspended scaffolding device of the present invention, the first rotating piece and the second rotating piece are in a state in which the connecting holes of the first rotating piece and the second rotating piece are vertically opposed to each other. The beam body may have a housing groove provided at a position facing the rotation axis of the first rotating piece and the second rotating piece in the axial direction of the beam body. According to this configuration, when the connecting hole of the first rotating piece and the connecting hole of the second rotating piece are vertically opposed to each other, the rotating shaft of each rotating piece or the holding cylinder that rotatably holds the rotating shaft is attached to each rotating piece. Each can be stored in the storage groove. Then, the area where the first rotating piece and the second rotating piece overlap can be increased by the depth of the storage groove, so even if the short sides of each rotating piece are shortened to facilitate storage and transportation of the vertical beam, Sufficient connection strength between rotating pieces can be ensured.

また、本発明の吊り足場装置の組立方法は、前記奥側の縦梁を幅方向に沿わせつつ、前記手前側の縦梁と前記奥側の縦梁の前記固定孔を対向させた状態で、前記固定孔に前記連結ピンを挿入して、前記奥側の縦梁を前記手前側の縦梁に対して水平方向に回転自在に連結する工程と、前記奥側の縦梁を前記手前側の縦梁に対して直列になるように回転させてから、前記手前側の縦梁と前記奥側の縦梁の前記回り止め孔に前記回転止めピンを挿入して、前記奥側の縦梁を前記手前側の縦梁に対して回転不能に固定する工程とを含んでもよい。この構成によると、奥側の縦梁を吊り足場装置の幅方向に沿わせた状態で、奥側の縦梁を手前側の縦梁に対して水平方向に回転自在に連結するので、2人の作業者で奥側の縦梁を保持しながら、奥側の縦梁を手前側の縦梁に連結する作業を行うことができる。よって、吊り足場装置の組立作業の安全性が向上する。 Further, the method for assembling the hanging scaffolding device of the present invention is such that the fixing holes of the front longitudinal beam and the back longitudinal beam are opposed to each other while the back longitudinal beam is aligned in the width direction. , inserting the connecting pin into the fixing hole to connect the rear vertical beam to the front vertical beam so as to be rotatable in the horizontal direction; and connecting the rear vertical beam to the front vertical beam. After rotating it so that it is in series with the vertical beam, insert the rotation stop pin into the detent hole of the front vertical beam and the rear vertical beam, and then It may also include the step of non-rotatably fixing to the longitudinal beam on the front side. According to this configuration, the rear vertical beam is horizontally connected to the front vertical beam while the rear vertical beam is aligned in the width direction of the suspended scaffolding device, so two people can A worker can connect the rear longitudinal beam to the front longitudinal beam while holding the rear longitudinal beam. Therefore, the safety of the assembly work of the suspended scaffolding device is improved.

また、本発明の吊り足場装置の組立方法では、手前側の縦梁の第一連結部材の第一回転片と、奥側の縦梁の第二連結部材の第二回転片とをそれぞれ横向き姿勢とする工程と、奥側の縦梁を幅方向に沿わせつつ、手前側の縦梁の第一回転片と奥側の縦梁の第二回転片の一方の連結孔を対向させた状態で、一方の連結孔に第一連結ピンを挿入して、奥側の縦梁を手前側の縦梁に対して水平方向に回転自在に連結する工程と、奥側の縦梁を手前側の縦梁に対して直列になるように回転させてから、手前側の縦梁の第一回転片と奥側の縦梁の第二回転片の他方の連結孔を対向させた状態で、他方の連結孔に第二連結ピンを挿入して、奥側の縦梁を手前側の縦梁に対して回転不能に固定する工程とを含んでもよい。この構成によると、奥側の縦梁を吊り足場装置の幅方向に沿わせた状態で、奥側の縦梁を手前側の縦梁に対して水平方向に回転自在に連結するので、2人の作業者で奥側の縦梁を保持しながら、奥側の縦梁を手前側の縦梁に連結する作業を行うことができる。よって、吊り足場装置の組立作業の安全性が向上する。 In addition, in the method for assembling a suspended scaffolding device of the present invention, the first rotating piece of the first connecting member of the vertical beam on the near side and the second rotating piece of the second connecting member of the vertical beam on the back side are each placed in a horizontal position. While aligning the vertical beam on the back side in the width direction, the first rotating piece of the vertical beam on the near side and the connecting hole of one of the second rotating pieces of the vertical beam on the back side are facing each other. , the process of inserting the first connecting pin into one of the connecting holes to connect the vertical beam on the back side to the vertical beam on the near side so that it can rotate freely in the horizontal direction; Rotate it so that it is in series with the beam, and then connect the other connection with the first rotating piece of the front vertical beam and the second rotating piece of the back vertical beam facing each other. The method may also include a step of inserting a second connecting pin into the hole to non-rotatably fix the rear vertical beam to the front vertical beam. According to this configuration, the rear vertical beam is horizontally connected to the front vertical beam while the rear vertical beam is aligned in the width direction of the suspended scaffolding device, so two people can A worker can connect the rear longitudinal beam to the front longitudinal beam while holding the rear longitudinal beam. Therefore, the safety of the assembly work of the suspended scaffolding device is improved.

本発明の吊り足場装置及び吊り足場装置の組立方法によれば、縦梁が吊り材を取付け可能な吊り材ブラケットと他の縦梁及び横梁と連結可能な連結部材とを備えていても、縦梁の保管や運搬が容易となる。 According to the suspended scaffolding device and the method for assembling the suspended scaffolding device of the present invention, even if the vertical beam is provided with a hanging material bracket to which a hanging material can be attached and a connecting member connectable to other vertical beams and horizontal beams, Beams can be easily stored and transported.

第一の実施の形態の吊り足場装置の斜視図である。It is a perspective view of a suspension scaffolding device of a first embodiment. (A)は第一の実施の形態の縦梁の正面図である。(B)は第一の実施の形態の縦梁の平面図である。(A) is a front view of the longitudinal beam of the first embodiment. (B) is a plan view of the longitudinal beam of the first embodiment. (A)は第一の実施の形態の縦梁の一端を拡大して示す平面図である。(B)は第一の実施の形態の縦梁の一端を図3(A)中のX線で一部切欠いて示す断面図である。(A) is an enlarged plan view showing one end of the longitudinal beam of the first embodiment. (B) is a cross-sectional view showing one end of the longitudinal beam of the first embodiment taken along the X-ray line in FIG. 3(A) with a portion thereof cut away. 第一の実施の形態の吊り足場装置において、吊り材が取り付けられた状態の吊り材ブラケットを拡大して示す斜視図である。In the hanging scaffolding device of the first embodiment, it is a perspective view showing an enlarged hanging material bracket in a state where a hanging material is attached. (A)は第一の実施の形態の縦梁の他端を拡大して示す平面図である。(B)は第一の実施の形態の縦梁の他端を図5(A)中のY線で一部切欠いて示す断面図である。(A) is an enlarged plan view showing the other end of the longitudinal beam of the first embodiment. (B) is a cross-sectional view showing the other end of the longitudinal beam of the first embodiment, partially cut away along the Y line in FIG. 5(A). 第一の実施の形態の吊り足場装置において、奥行方向で隣り合う縦梁同士の連結部分を切欠いて示す一部拡大断面図である。In the suspended scaffolding device of the first embodiment, it is a partially enlarged cross-sectional view showing a connecting portion between vertical beams that are adjacent to each other in the depth direction. 本実施の形態の横梁及び中間梁の正面図である。It is a front view of the cross beam and intermediate beam of this embodiment. 第一の実施の形態の吊り足場装置の組立方法を説明する図であって、地上で組み立てられた吊り足場装置を建築物又は構造物に吊持させた状態を示す平面図である。FIG. 2 is a diagram illustrating a method for assembling the suspended scaffolding device of the first embodiment, and is a plan view showing a state in which the suspended scaffolding device assembled on the ground is suspended from a building or structure. (A)は第一の実施の形態の吊り足場装置の組立方法において、奥側の縦梁を手前側の縦梁に対して水平方向に回転可能に連結している状態を示す一部拡大平面図である。(B)は第一の実施の形態の吊り足場装置の組立方法において、奥側の縦梁を手前側の縦梁に対して回転不能に固定している状態を示す一部拡大平面図である。(A) is a partially enlarged plan view showing a state in which the vertical beam on the back side is rotatably connected in the horizontal direction to the vertical beam on the near side in the method for assembling the suspended scaffolding device of the first embodiment. It is a diagram. (B) is a partially enlarged plan view showing a state in which the vertical beam on the back side is unrotatably fixed to the vertical beam on the near side in the method for assembling the suspended scaffolding device of the first embodiment. . 第一の実施の形態の吊り足場装置の組立方法を説明する図であって、奥側の縦梁が手前側の縦梁に対して直列に連結された状態を示す平面図である。It is a figure explaining the assembling method of the suspended scaffolding device of the first embodiment, and is a plan view showing a state in which the vertical beam on the back side is connected in series to the vertical beam on the front side. 第一の実施の形態の吊り足場装置の組立方法を説明する図であって、奥側の縦梁間に1つ目の中間梁と1枚目の足場板が架け渡された状態を示す平面図である。FIG. 2 is a diagram illustrating the method of assembling the suspended scaffolding device of the first embodiment, and is a plan view showing a state in which the first intermediate beam and the first scaffolding board are spanned between the vertical beams on the back side. It is. 第一の実施の形態の吊り足場装置の組立方法を説明する図であって、奥側の縦梁間に3つの中間梁と横梁と4枚の足場板とが架け渡された状態を示す平面図である。FIG. 2 is a diagram illustrating the method of assembling the suspended scaffolding device of the first embodiment, and is a plan view showing a state in which three intermediate beams, a horizontal beam, and four scaffolding boards are spanned between vertical beams on the back side. It is. 第二の実施の形態の吊り足場装置の平面図である。FIG. 7 is a plan view of a suspended scaffolding device according to a second embodiment. (A)は第二の実施の形態の縦梁の正面図である。(B)は第二の実施の形態の縦梁の平面図である。(A) is a front view of the longitudinal beam of the second embodiment. (B) is a plan view of the longitudinal beam of the second embodiment. (A)は第二の実施の形態の縦梁の第一回転片を縦向き姿勢とした状態を示す一部拡大平面図である。(B)は第二の実施の形態の縦梁の第一回転片を横向き姿勢とした状態を示す一部拡大平面図である。(C)は第二の実施の形態の縦梁の第二回転片を縦向き姿勢とした状態を示す一部拡大平面図である。(D)は第二の実施の形態の縦梁の第二回転片を横向き姿勢とした状態を示す一部拡大平面図である。(A) is a partially enlarged plan view showing a state in which the first rotating piece of the vertical beam of the second embodiment is in a vertical orientation. (B) is a partially enlarged plan view showing a state in which the first rotating piece of the vertical beam of the second embodiment is placed in a horizontal position. (C) is a partially enlarged plan view showing a state in which the second rotating piece of the longitudinal beam of the second embodiment is in a vertical orientation. (D) is a partially enlarged plan view showing a state in which the second rotating piece of the vertical beam of the second embodiment is placed in a horizontal position. 第二の実施の形態の吊り足場装置において、奥行方向で隣り合う縦梁同士の連結部分の一部を切欠いて示す一部拡大断面図である。In the suspended scaffolding device of the second embodiment, it is a partially enlarged cross-sectional view showing a part of the connecting portion between vertical beams that are adjacent to each other in the depth direction. 第二の実施の形態の吊り足場装置において、奥行方向で隣り合う縦梁同士の連結部分の一部拡大平面図である。In the suspended scaffolding device of the second embodiment, it is a partially enlarged plan view of a connecting portion between vertical beams that are adjacent to each other in the depth direction. (A)は第二の実施の形態の吊り足場装置の組立方法における、奥側の縦梁を手前側の縦梁に対して水平方向に回転可能に連結している状態を示す一部拡大平面図である。(B)は第二の実施の形態の吊り足場装置の組立方法における、奥側の縦梁を手前側の縦梁に対して回転不能に固定している状態を示す一部拡大平面図である。(A) is a partially enlarged plane showing a state in which the vertical beam on the back side is horizontally rotatably connected to the vertical beam on the near side in the method of assembling the suspended scaffolding device of the second embodiment. It is a diagram. (B) is a partially enlarged plan view showing a state in which the vertical beam on the back side is unrotatably fixed to the vertical beam on the near side in the method of assembling the suspended scaffolding device of the second embodiment. .

以下に、図面を参照しながら本実施の形態について説明する。いくつかの図面を通して付された同じ符号は同じ部品を示す。 The present embodiment will be described below with reference to the drawings. Like numbers throughout the several drawings indicate like parts.

第一の実施の形態に係る吊り足場装置1は、図1に示すように、奥行方向と幅方向にそれぞれ接続して配置される複数の足場ユニットAを備えて構成される。 As shown in FIG. 1, the suspended scaffolding device 1 according to the first embodiment includes a plurality of scaffolding units A connected and arranged in the depth direction and the width direction, respectively.

足場ユニットAは、図1に示すように、奥行方向に沿って直列に連結可能であって幅方向で平行に配置される複数の縦梁2と、幅方向で隣り合う縦梁2の一端同士の間に架け渡される横梁3と、幅方向で隣り合う縦梁2,2間に架け渡される足場板4とを備える。そして、縦梁2は、図2に示すように、梁本体5と、梁本体5の一端に設けられて縦梁2を吊持する吊り材としてのチェーンCを取付け可能な吊り材ブラケット6と、吊り材ブラケット6の反梁本体側に設けられる第一連結部材7と、梁本体5の他端に設けられて奥行方向で隣り合う他の縦梁2の第一連結部材7に連結可能な第二連結部材8とを有しており、吊り材ブラケット6と第一連結部材7とで結合部材Jを構成している。また、横梁3の各端部は、幅方向で隣り合う縦梁2の第一連結部材7にそれぞれ連結されている。なお、図1では、吊り足場装置1の構造を理解しやすくするために、足場板4を設置していない箇所があるが、実際は隙間なく足場板4が設置される。 As shown in FIG. 1, the scaffolding unit A includes a plurality of longitudinal beams 2 that can be connected in series along the depth direction and are arranged in parallel in the width direction, and one ends of the longitudinal beams 2 that are adjacent to each other in the width direction. It includes a horizontal beam 3 that spans between them, and a scaffold board 4 that spans between vertical beams 2 that are adjacent in the width direction. As shown in FIG. 2, the vertical beam 2 includes a beam main body 5, and a hanging material bracket 6 provided at one end of the beam main body 5 to which a chain C as a hanging material for suspending the vertical beam 2 can be attached. , can be connected to a first connecting member 7 provided on the side opposite to the beam body of the hanging material bracket 6 and to a first connecting member 7 of another longitudinal beam 2 provided at the other end of the beam body 5 and adjacent in the depth direction. The hanging member bracket 6 and the first connecting member 7 constitute a connecting member J. Further, each end of the horizontal beam 3 is connected to the first connecting member 7 of the vertical beam 2 adjacent to each other in the width direction. In addition, in FIG. 1, in order to make it easier to understand the structure of the suspended scaffolding device 1, there are places where the scaffolding boards 4 are not installed, but in reality, the scaffolding boards 4 are installed without any gaps.

そして、図1に示すように、橋梁や建物などの建築物又は構造物に上端が連結された吊り材としてのチェーンCの下端を結合部材Jに連結することで、吊り足場装置1は、チェーンCを介して建築物又は構造物に吊持されて、建築物又は構造物の建設や保守工事を行う作業者に足場を提供する。 As shown in FIG. 1, by connecting the lower end of a chain C, which is a hanging member whose upper end is connected to a building or structure such as a bridge or a building, to a connecting member J, the suspended scaffolding device 1 It is suspended from a building or structure via C to provide a scaffold for workers who perform construction or maintenance work on the building or structure.

以下、第一の実施の形態の吊り足場装置1の各部について詳細に説明する。本実施の形態の縦梁2は、図2に示すように、梁本体5と、梁本体5の長手方向の一端に設けられる結合部材Jと、梁本体5の長手方向の他端に設けられる第二連結部材8とを備えている。 Hereinafter, each part of the suspended scaffolding device 1 of the first embodiment will be explained in detail. As shown in FIG. 2, the longitudinal beam 2 of this embodiment includes a beam main body 5, a coupling member J provided at one longitudinal end of the beam main body 5, and a coupling member J provided at the other longitudinal end of the beam main body 5. A second connecting member 8 is provided.

梁本体5は、図2(A)に示すように、上下に対向して互いに平行配置される上弦材50及び下弦材51と、上弦材50と下弦材51との間に垂直に架け渡されて上弦材50と下弦材51とを連結する複数の束材52と、上弦材50と下弦材51との間に斜めに架け渡される複数の斜材53とを備えて、トラス構造の梁材となっている。 As shown in FIG. 2(A), the beam main body 5 is vertically spanned between an upper chord member 50 and a lower chord member 51 that are vertically opposed and arranged parallel to each other, and an upper chord member 50 and a lower chord member 51. A beam member having a truss structure is provided with a plurality of bundle members 52 that connect an upper chord member 50 and a lower chord member 51, and a plurality of diagonal members 53 that are diagonally spanned between the upper chord member 50 and the lower chord member 51. It becomes.

なお、本実施の形態では、梁本体5の強度の確保のために、トラス構造とされているが、必要な強度が担保されていれば、梁本体5の構造は、トラス構造には限定されない。 In this embodiment, the beam body 5 has a truss structure in order to ensure its strength, but the structure of the beam body 5 is not limited to the truss structure as long as the necessary strength is ensured. .

また、図2(A),(B)に示すように、上弦材50は、梁本体5の長手方向に沿って延びる平板状の平板部50aと、平板部50aの上面から梁本体5の長手方向に沿って起立する一対の位置決め片50b,50bと、平板部50aの下面に設けられて束材52と斜材53を保持する保持片50cとを備える。さらに、図2(B)に示すように、平板部50aにおける位置決め片50b,50bよりも幅方向で外側の部分には、それぞれ幅方向で隣り合う一対の引掛け孔50d,50dが、梁本体5の長手方向に沿って所定の間隔で3箇所に配置されている。そして、この引掛け孔50dに、後述する中間梁10の各端部に設けられた引掛け部12を挿入することで、縦梁2に中間梁10を連結できる。 As shown in FIGS. 2(A) and 2(B), the upper chord member 50 includes a flat plate portion 50a extending along the longitudinal direction of the beam main body 5, and a flat plate portion 50a extending along the longitudinal direction of the beam main body 5 from the upper surface of the flat plate portion 50a. It includes a pair of positioning pieces 50b, 50b that stand up along the direction, and a holding piece 50c that is provided on the lower surface of the flat plate part 50a and holds the bundle material 52 and the diagonal material 53. Further, as shown in FIG. 2(B), a pair of hook holes 50d, 50d adjacent to each other in the width direction are provided in a portion of the flat plate portion 50a on the outside of the positioning pieces 50b, 50b in the width direction. 5 are arranged at three locations at predetermined intervals along the longitudinal direction. The intermediate beam 10 can be connected to the vertical beam 2 by inserting hook portions 12 provided at each end of the intermediate beam 10, which will be described later, into the hook hole 50d.

つづいて、結合部材Jについて詳細に説明する。本実施の形態の結合部材Jは、図3に示すように、梁本体5の一端に設けられてチェーンCを取付け可能な吊り材ブラケット6と、吊り材ブラケット6の反梁本体側に設けられる第一連結部材7とを有する。 Next, the coupling member J will be explained in detail. As shown in FIG. 3, the coupling member J of this embodiment includes a hanging material bracket 6 provided at one end of the beam main body 5 to which the chain C can be attached, and a hanging material bracket 6 provided on the opposite side of the beam main body. It has a first connecting member 7.

本実施の形態の吊り材ブラケット6は、図3(A)に示すように、梁本体5の上弦材50及び下弦材51の一端にそれぞれ連結される上下一対のプレート60,61と、上側プレート60と下側プレート61とを連結する円筒状の接続部62とを備える。 As shown in FIG. 3A, the suspension bracket 6 of this embodiment includes a pair of upper and lower plates 60 and 61 connected to one end of the upper chord member 50 and the lower chord member 51 of the beam main body 5, respectively, and an upper plate. 60 and a cylindrical connecting portion 62 that connects the lower plate 61.

なお、本実施の形態の各プレート60,61は、図3(A)に示すように、正方形の板の4つの角を切り落としてできる8角形状に形成されているが、各プレート60,61の形状は一例であって、上記形状には限定されず、円形や四角形であってもよい。また、接続部62の形状も円筒状には限定されず、例えば、角筒状であってもよい。 Note that each plate 60, 61 of this embodiment is formed into an octagonal shape by cutting off four corners of a square plate, as shown in FIG. 3(A). The shape is just an example, and is not limited to the above shape, and may be circular or square. Furthermore, the shape of the connecting portion 62 is not limited to a cylindrical shape, and may be, for example, a rectangular tube shape.

また、本実施の形態では、吊り材ブラケット6は、梁本体5に対して溶接によって一体的に取付けされているが、吊り材ブラケット6の梁本体5への取付方法は特に限定されず、例えば、吊り材ブラケット6は、ボルトとナットとによって梁本体5に対して着脱可能に取付けられてもよい。 Further, in this embodiment, the hanging material bracket 6 is integrally attached to the beam body 5 by welding, but the method of attaching the hanging material bracket 6 to the beam body 5 is not particularly limited, and for example, The hanging material bracket 6 may be removably attached to the beam body 5 with bolts and nuts.

また、上側プレート60の中央には、図3(A)に示すように、チェーンCの下端を連結可能なチェーン固定孔63が設けられている。詳細には、本実施の形態のチェーン固定孔63は、図3(A)に示すように、チェーンCの挿通を許容する中心孔部63aと、中心孔部63aから平面視で図中上下左右に延びる4本の突条孔部63bとを有して十字状に形成されている。さらに、上側プレートには、各突条孔部63bを突条孔部63bの延長方向で横切る切欠き63cが形成されている。 Further, in the center of the upper plate 60, as shown in FIG. 3(A), a chain fixing hole 63 to which the lower end of the chain C can be connected is provided. Specifically, as shown in FIG. 3A, the chain fixing hole 63 of this embodiment includes a center hole 63a through which the chain C can be inserted, and a center hole 63a that allows the chain C to pass therethrough, and a center hole 63a that allows the chain C to pass through. It has four protruding holes 63b extending in a cross shape. Furthermore, a notch 63c is formed in the upper plate to cross each of the protruding holes 63b in the extending direction of the protruding holes 63b.

ここで、吊り材ブラケット6に、チェーンCの下端を取付ける手順について説明する。まず、中心孔部63aにチェーンCを挿通した状態で、チェーンCを横移動させて任意の突条孔部63bに挿入する。この際、突条孔部63bの幅は、チェーンCを構成する各リングCaの厚みよりも広く横幅よりも狭くなるように設定されているので、チェーンCは、突条孔部63bに挿入されると、上側プレート60よりも上方のリングCaと下方のリングCaとが上側プレート60に当接して上下方向の移動が規制される。 Here, a procedure for attaching the lower end of the chain C to the hanging material bracket 6 will be explained. First, with the chain C inserted through the center hole 63a, the chain C is moved laterally and inserted into any protrusion hole 63b. At this time, the width of the protruding hole 63b is set to be wider than the thickness of each ring Ca constituting the chain C and narrower than the width, so the chain C is inserted into the protruding hole 63b. Then, the ring Ca above the upper plate 60 and the ring Ca below the upper plate 60 come into contact with the upper plate 60, and movement in the vertical direction is restricted.

次に、図4に示すように、突条孔部63bにチェーンCを挿入した状態で、切欠き63cにチェーン固定プレート64を挿入し、チェーン固定プレート64の上端側に設けられた孔64aとチェーンCのリングCa内に拘束バンド65を通し、チェーン固定プレート64とチェーンCを拘束バンド65で固定する。これにより、チェーンCの横方向の移動も規制されるので、チェーンCの下端が吊り材ブラケット6に取付けられる。 Next, as shown in FIG. 4, with the chain C inserted into the protruding hole 63b, the chain fixing plate 64 is inserted into the notch 63c, and the chain fixing plate 64 is inserted into the hole 64a provided at the upper end of the chain fixing plate 64. A restraint band 65 is passed through the ring Ca of the chain C, and the chain fixing plate 64 and the chain C are fixed with the restraint band 65. This also restricts the lateral movement of the chain C, so that the lower end of the chain C is attached to the hanging material bracket 6.

このように、本実施の形態の吊り材ブラケット6は、十字状のチェーン固定孔63を有していて、4つの突条孔部63bのいずれかに挿入されたチェーンCを保持できる。よって、チェーンCの水平位置が吊り材ブラケット6の水平位置から多少ずれていても、チェーンCの取付位置を微調整できる。 As described above, the hanging material bracket 6 of this embodiment has the cross-shaped chain fixing hole 63, and can hold the chain C inserted into any of the four protruding holes 63b. Therefore, even if the horizontal position of the chain C is slightly deviated from the horizontal position of the hanging material bracket 6, the attachment position of the chain C can be finely adjusted.

ただし、上述した吊り材ブラケット6の構成は一例であって、吊り材としてのチェーンCを取付け可能である限りにおいて、吊り材ブラケット6の構成は、特に限定されない。また、縦梁2を吊持する吊り材はチェーンCでなくともよく、例えば、吊り材はワイヤロープであってもよい。 However, the configuration of the hanging material bracket 6 described above is one example, and the configuration of the hanging material bracket 6 is not particularly limited as long as the chain C as a hanging material can be attached. Furthermore, the hanging material for suspending the vertical beam 2 does not need to be the chain C; for example, the hanging material may be a wire rope.

つづいて、本実施の形態の第一連結部材7は、図3に示すように、吊り材ブラケット6の上側プレート60及び下側プレート61からそれぞれ反梁本体側に向けて延びる矩形状の平板で形成された上下一対の第一連結片70,70を備える。また、各第一連結片70には、図3(A)に示すように、梁本体5側から順に第一連結片70の延長方向に沿って並べて配置されて互いに上下方向で対向する固定孔70aと回り止め孔70bがそれぞれ形成されている。 Next, as shown in FIG. 3, the first connecting member 7 of this embodiment is a rectangular flat plate extending from the upper plate 60 and the lower plate 61 of the hanging material bracket 6 toward the side opposite to the beam body. A pair of upper and lower first connecting pieces 70, 70 are provided. Each first connecting piece 70 also has fixing holes that are arranged side by side along the extension direction of the first connecting piece 70 in order from the beam main body 5 side and face each other in the vertical direction, as shown in FIG. 3(A). A detent hole 70a and a detent hole 70b are respectively formed.

さらに、図3(B)に示すように、上下一対の第一連結片70,70間には、互いに対向する固定孔70a,70aに内部が連通する第一ガイド筒71と、互いに対向する回り止め孔70b,70bに内部が連通する第二ガイド筒72とが、それぞれ架け渡されている。ただし、これらのガイド筒71,72は省略されてもよい。 Further, as shown in FIG. 3(B), between the pair of upper and lower first connecting pieces 70, 70, there is a first guide tube 71 whose inside communicates with the fixing holes 70a, 70a facing each other, and a first guide tube 71 whose inner part communicates with the fixing holes 70a, 70a facing each other, and A second guide tube 72, which is internally communicated with the stop holes 70b and 70b, is bridged over each of the second guide tubes 72, respectively. However, these guide tubes 71 and 72 may be omitted.

また、図3(A)に示すように、上側の第一連結片70における固定孔70aよりも吊り材ブラケット6側に位置する部分に、第一連結片70の幅方向に並べて配置される一対の引掛け孔70c,70cが形成されている。詳しくは後述するが、この引掛け孔70cに横梁3の各端部に設けられた引掛け部31を挿入することで、横梁3の一端を第一連結部材7に連結できるようになっている。 Further, as shown in FIG. 3(A), a pair of upper first connecting pieces 70 are arranged side by side in the width direction of the first connecting piece 70 in a portion of the upper first connecting piece 70 that is closer to the hanging material bracket 6 than the fixing hole 70a. Hook holes 70c, 70c are formed. As will be described in detail later, one end of the cross beam 3 can be connected to the first connecting member 7 by inserting the hook portions 31 provided at each end of the cross beam 3 into this hook hole 70c. .

なお、本実施の形態では、第一連結片70の形状は、図4(A)に示すように、先端側(図中右側)の角が面取りされた矩形状とされているが、第一連結片70の形状は特に限定されない。 In this embodiment, the first connecting piece 70 has a rectangular shape with a chamfered corner on the tip side (right side in the figure), as shown in FIG. 4(A). The shape of the connecting piece 70 is not particularly limited.

つづいて、本実施の形態の第二連結部材8は、図2,図5に示すように、梁本体5の他端からそれぞれ反梁本体側に向けて延びる矩形状の平板で形成された上下一対の第二連結片80,80を備える。なお、本実施の形態では、第二連結部材8は、梁本体5に対して溶接によって一体的に連結されているが、第二連結部材8の梁本体5に対する取付方法は特に限定されず、例えば、第二連結部材8は、ボルトとナットで梁本体5に対して着脱可能に取付けられてもよい。 Continuing, as shown in FIGS. 2 and 5, the second connecting member 8 of the present embodiment is formed of upper and lower rectangular flat plates extending from the other end of the beam body 5 toward the opposite side of the beam body. A pair of second connecting pieces 80, 80 are provided. In addition, in this embodiment, the second connecting member 8 is integrally connected to the beam main body 5 by welding, but the method of attaching the second connecting member 8 to the beam main body 5 is not particularly limited. For example, the second connecting member 8 may be removably attached to the beam body 5 with bolts and nuts.

また、各第二連結片80には、図2,図5に示すように、梁本体5側から順に第二連結片80の延長方向に沿って並べて配置されて互いに上下方向で対向する回り止め孔80aと固定孔80bがそれぞれ形成されている。 Further, as shown in FIGS. 2 and 5, each of the second connecting pieces 80 includes detents arranged side by side along the extension direction of the second connecting pieces 80 in order from the beam main body 5 side and facing each other in the vertical direction. A hole 80a and a fixing hole 80b are respectively formed.

さらに、一対の第二連結片80,80の間隔は、第二連結片80,80の間に一対の第一連結片70,70を嵌合可能な長さに設定されている。加えて、第二連結片80の回り止め孔80aと固定孔80bは、第二連結片80,80の間に一対の第一連結片70,70が嵌合されると、それぞれ第一連結片70の回り止め孔70bと固定孔70aに対向する位置に設けられている。 Furthermore, the interval between the pair of second connecting pieces 80, 80 is set to a length that allows the pair of first connecting pieces 70, 70 to fit between the second connecting pieces 80, 80. In addition, when the pair of first connecting pieces 70, 70 are fitted between the second connecting pieces 80, 80, the detent hole 80a and the fixing hole 80b of the second connecting piece 80, respectively. It is provided at a position opposite to the rotation stopper hole 70b and the fixing hole 70a of 70.

そのため、図6に示すように、吊り足場装置1の奥行方向で一方側(図6中左側)の縦梁2の一対の第一連結片70,70を、他方側(図6中右側)の一対の第二連結片80,80間に嵌合し、第一連結片70と第二連結片80を上下に重ねて、対向する各固定孔70a,80bと各回り止め孔70b,80aに連結ピンP1及び回転止めピンP2をそれぞれ挿入することで、2つの縦梁2,2を直列に連結できる。 Therefore, as shown in FIG. 6, the pair of first connecting pieces 70, 70 of the vertical beam 2 on one side (the left side in FIG. 6) in the depth direction of the suspended scaffolding device 1 are connected to the pair of first connecting pieces 70, 70 on the other side (the right side in FIG. 6). Fits between a pair of second connecting pieces 80, 80, stacks the first connecting piece 70 and second connecting piece 80 vertically, and connects to each opposing fixing hole 70a, 80b and each detent hole 70b, 80a. By inserting the pin P1 and the rotation stop pin P2, the two longitudinal beams 2, 2 can be connected in series.

なお、本実施の形態では、一対の第一連結片70,70を一対の第二連結片80,80間に嵌合しているが、一対の第一連結片70,70の間隔を、第一連結片70,70間に一対の第二連結片80,80を嵌合可能な長さに設定して、一対の第二連結片80,80を一対の第一連結片70,70間に嵌合するようにしてもよい。 In this embodiment, the pair of first connecting pieces 70, 70 are fitted between the pair of second connecting pieces 80, 80, but the distance between the pair of first connecting pieces 70, 70 is A pair of second connection pieces 80, 80 are set to a length that allows them to fit between one connection piece 70, 70, and a pair of second connection pieces 80, 80 are placed between a pair of first connection pieces 70, 70. They may be fitted together.

以上のように、本実施の形態の結合部材Jは、梁本体5の一端に設けられる吊り材ブラケット6と、吊り材ブラケット6の反梁本体側に設けられる第一連結部材7とを備えており、第一連結部材7には、奥行方向で隣り合う縦梁2の第二連結部材8と連結可能な固定孔70a及び回り止め孔70bと、横梁3を連結可能な引掛け孔70cが設けられている。 As described above, the coupling member J of the present embodiment includes the hanging material bracket 6 provided at one end of the beam main body 5, and the first connecting member 7 provided on the side of the hanging material bracket 6 opposite to the beam main body. The first connecting member 7 is provided with a fixing hole 70a and a detent hole 70b that can be connected to the second connecting members 8 of vertical beams 2 adjacent in the depth direction, and a hook hole 70c that can connect the horizontal beams 3. It is being

つまり、本実施の形態では、図2に示すように、吊り材としてのチェーンCを取付け可能な吊り材ブラケット6と、他の縦梁2及び横梁3と連結可能な第一連結部材7とが、縦梁2の長手方向に沿って直列に配置されている。 That is, in this embodiment, as shown in FIG. 2, a hanging material bracket 6 to which a chain C as a hanging material can be attached, and a first connecting member 7 capable of being connected to other longitudinal beams 2 and horizontal beams 3 are provided. , are arranged in series along the longitudinal direction of the longitudinal beam 2.

したがって、結合部材に吊り材への連結と縦梁と横梁を連結する機能を集約した従来の吊り足場装置と比較して、本実施の形態の縦梁2では、吊り材としてのチェーンCに連結される吊り材ブラケット6と、縦梁2に横梁3を連結する第一連結部材7とを分離して直列に設けているので、結合部材Jの横幅が短くなる。 Therefore, compared to the conventional suspended scaffolding device in which the connecting member has the functions of connecting to the hanging member and connecting the vertical beam and the horizontal beam, the vertical beam 2 of this embodiment is connected to the chain C as the hanging member. Since the hanging material bracket 6 and the first connecting member 7 that connects the vertical beam 2 and the horizontal beam 3 are separated and provided in series, the width of the connecting member J is shortened.

よって、本実施の形態では、縦梁2が吊り材ブラケット6と第一連結部材7とを有する結合部材Jを備えた状態であっても、縦梁2における結合部材Jの横幅が他の部分の横幅に比べてそれ程広くならないため、結合部材Jが、かさばることが無く、縦梁2の保管や運搬の邪魔になりづらい。 Therefore, in this embodiment, even if the longitudinal beam 2 is provided with the connecting member J having the hanging material bracket 6 and the first connecting member 7, the width of the connecting member J in the vertical beam 2 is larger than that of other parts. Since it is not so wide compared to the width of the connecting member J, the connecting member J does not become bulky and is less likely to get in the way of storing or transporting the vertical beam 2.

また、本実施の形態では、図1に示すように、幅方向で隣り合う縦梁2,2の第一連結部材7,7間には横梁3が架け渡されており、幅方向で隣り合う縦梁2,2の梁本体5,5間には、3本の中間梁10が所定の間隔を空けて架け渡されている。 Moreover, in this embodiment, as shown in FIG. Three intermediate beams 10 are spanned between the beam bodies 5, 5 of the longitudinal beams 2, 2 at predetermined intervals.

以下、横梁3と中間梁10の構成について詳細に説明するが、本実施の形態の横梁3と中間梁10は、同一の構成であるため、まとめて説明する。本実施の形態の横梁3及び中間梁10は、図7に示すように、梁本体30(11)と、梁本体30(11)の長手方向の両端部からそれぞれ下向きに突出するピン状の引掛け部31(12)とを備える。また、梁本体30(11)には、幅方向中央から起立して長手方向に沿って延びる位置決め片30a(11a)が設けられている。 The configurations of the cross beam 3 and intermediate beam 10 will be described in detail below, but since the cross beam 3 and intermediate beam 10 of this embodiment have the same configuration, they will be described together. As shown in FIG. 7, the cross beam 3 and the intermediate beam 10 of this embodiment have a beam main body 30 (11) and a pin-shaped puller that protrudes downward from both longitudinal ends of the beam main body 30 (11), respectively. A hanging part 31 (12) is provided. Further, the beam main body 30 (11) is provided with a positioning piece 30a (11a) that stands up from the center in the width direction and extends along the longitudinal direction.

そして、横梁3の各端部に設けられた引掛け部31を幅方向で隣り合う縦梁2,2の各第一連結片70の引掛け孔70cにそれぞれ挿入することで、横梁3は、図1に示すように、幅方向で隣り合う縦梁2,2の第一連結部材7,7間に架け渡される。 Then, by inserting the hook portions 31 provided at each end of the cross beam 3 into the hook holes 70c of the first connecting pieces 70 of the longitudinal beams 2, 2 adjacent to each other in the width direction, the cross beam 3 As shown in FIG. 1, it spans between the first connecting members 7, 7 of the vertical beams 2, 2 adjacent in the width direction.

さらに、中間梁10の各端部に設けられた引掛け部12を幅方向で隣り合う縦梁2,2の各梁本体5に設けられた引掛け孔50dにそれぞれ挿入することで、中間梁10は、図1に示すように、幅方向で隣り合う縦梁2,2の梁本体5,5間に架け渡される。 Furthermore, by inserting the hook portions 12 provided at each end of the intermediate beam 10 into the hook holes 50d provided in each beam body 5 of the longitudinal beams 2, 2 adjacent in the width direction, the intermediate beam 10 is spanned between the beam bodies 5, 5 of the vertical beams 2, 2 adjacent in the width direction, as shown in FIG.

また、本実施の形態では、幅方向で隣り合う縦梁2,2の梁本体5,5間に、3本の中間梁10が架け渡されているが、中間梁10の数は特に限定されない。 Further, in this embodiment, three intermediate beams 10 are bridged between the beam bodies 5, 5 of the vertical beams 2, 2 adjacent in the width direction, but the number of intermediate beams 10 is not particularly limited. .

なお、上述した横梁3及び中間梁10の構成は、一例であって、上述した構成には限定されず、横梁3及び中間梁10は、引掛け部31(12)を引掛け孔70c(50d)に挿入する以外の方法で、幅方向で隣り合う縦梁2,2間に架け渡されてもよい。また、横梁3と中間梁10は異なる構成とされてもよいが、本例のように同一の構成とすると、吊り足場装置1を構成する部品の種類を削減できるので、製造コストを低減できる。 The configurations of the cross beam 3 and intermediate beam 10 described above are merely examples, and are not limited to the configurations described above. ) may be used to bridge the longitudinal beams 2 adjacent to each other in the width direction. Moreover, although the cross beam 3 and the intermediate beam 10 may have different configurations, if they are configured the same as in this example, the types of parts that make up the suspended scaffolding device 1 can be reduced, so manufacturing costs can be reduced.

つづいて、幅方向で隣り合う縦梁2,2間に架け渡される足場板4について詳細に説明する。本実施の形態の足場板4は、木製の矩形板材で構成されている。なお、足場板4の材料は、必要な強度が確保される限りにおいて特に限定されないが、足場板4を木製とすると軽量となるので、足場板4を持ち運びしやすく、足場板4の設置作業が容易となる。また、足場板4を金属製とする場合には、足場板4は、軽量な金属、例えば、アルミニウム等で形成されるのが好ましい。 Next, the scaffolding board 4 that spans between the vertical beams 2, 2 adjacent in the width direction will be described in detail. The scaffold board 4 of this embodiment is made of a rectangular wooden board. The material of the scaffolding board 4 is not particularly limited as long as the necessary strength is ensured, but if the scaffolding board 4 is made of wood, it will be lightweight, making it easier to carry the scaffolding board 4 and making the installation work of the scaffolding board 4 easier. It becomes easier. Moreover, when the scaffolding board 4 is made of metal, it is preferable that the scaffolding board 4 is formed of a lightweight metal such as aluminum.

そして、本実施の形態では、4枚の足場板4が、図1に示すように、奥行方向で隣り合う横梁3と中間梁10の間と、中間梁10,10同士の間の位置に設置されている。この際、各足場板4は、各縦梁2の梁本体5の平板部50aと横梁3の梁本体30と中間梁10の梁本体11上に載置されて、各縦梁2に設けられた位置決め片50bと、横梁3に設けられた位置決め片30a又は中間梁10に設けられた位置決め片11aに外周を囲われた状態になる。すると、足場板4の水平方向の移動が規制されるため足場板4の水平方向のずれが防止される。 In this embodiment, the four scaffolding boards 4 are installed between the horizontal beams 3 and the intermediate beams 10 that are adjacent in the depth direction, and between the intermediate beams 10 and 10, as shown in FIG. has been done. At this time, each scaffold board 4 is placed on the flat plate part 50a of the beam body 5 of each longitudinal beam 2, the beam body 30 of the horizontal beam 3, and the beam body 11 of the intermediate beam 10, and is installed on each longitudinal beam 2. The outer periphery is surrounded by the positioning piece 50b provided on the cross beam 3 or the positioning piece 11a provided on the intermediate beam 10. Then, the horizontal movement of the scaffolding board 4 is regulated, so that the scaffolding board 4 is prevented from shifting in the horizontal direction.

なお、幅方向で隣り合う一対の縦梁2,2間に設置される足場板4の枚数は特に限定されないが、幅方向で隣り合う一対の縦梁2,2間への足場板4の設置枚数を増やすほど、足場板4の1枚当たりの面積が小さくなるので、足場板4の持ち運びがしやすく、足場板4の設置作業が容易になる。さらに、足場板4の面積が小さいと、作業者が足場板4上に乗った際に足場板4が撓みにくくなるので、足場板4の強度が向上する。ただし、幅方向で隣り合う一対の縦梁2,2間への足場板4の設置枚数を増やすとその分だけ吊り足場装置1の組立工程が増えるので、足場板4の設置枚数は4枚程度とするのが好ましい。 Note that the number of scaffolding boards 4 installed between a pair of vertical beams 2, 2 adjacent in the width direction is not particularly limited, but the installation of scaffolding boards 4 between a pair of vertical beams 2, 2 adjacent in the width direction. As the number of scaffolding boards 4 increases, the area of each scaffolding board 4 becomes smaller, making it easier to carry the scaffolding board 4 and easier to install the scaffolding board 4. Furthermore, if the area of the scaffolding board 4 is small, the scaffolding board 4 will be less likely to bend when a worker stands on the scaffolding board 4, so the strength of the scaffolding board 4 will be improved. However, if the number of scaffold boards 4 to be installed between a pair of vertical beams 2, 2 adjacent to each other in the width direction is increased, the assembly process of the hanging scaffolding device 1 will increase accordingly, so the number of scaffold boards 4 to be installed is approximately 4. It is preferable that

つづいて、本実施の形態の吊り足場装置1の組立方法について、図8から図12を使用して詳細に説明する。以下、吊り足場装置1上にいる作業者から見て、吊り足場装置1の奥行方向で、床面積を拡張する側(図8中下側)を奥側と称し、その反対側(図8中上側)を手前側と称して説明する。 Next, a method for assembling the suspended scaffolding device 1 of this embodiment will be described in detail using FIGS. 8 to 12. Hereinafter, the side where the floor area is expanded in the depth direction of the suspended scaffolding device 1 (lower side in FIG. 8) as viewed from the worker on the suspended scaffolding device 1 will be referred to as the back side, and the opposite side (the lower side in FIG. 8) will be referred to as the back side. The upper side) will be referred to as the front side.

まず、奥行方向と幅方向に複数の足場ユニットAを接続して構成される吊り足場装置1を地上で組み立てる。この際、奥行方向で最も手前側に配置される縦梁2の手前側の端部と、この縦梁2の手前側端同士の間に架け渡される横梁3は、縦梁2の手前側端の第二連結部材8に連結された結合部材Jによって連結されている。なお、吊り足場装置1の手前側の終端に位置する縦梁2と横梁3の連結には梁本体5とは連結されていない単体の結合部材Jによって行われればよい。 First, a suspended scaffolding device 1 configured by connecting a plurality of scaffolding units A in the depth direction and the width direction is assembled on the ground. At this time, the front end of the vertical beam 2 located furthest to the front in the depth direction and the horizontal beam 3 spanned between the front ends of the vertical beam 2 are the front end of the vertical beam 2. are connected by a connecting member J connected to a second connecting member 8. The vertical beam 2 and the horizontal beam 3 located at the front end of the suspended scaffolding device 1 may be connected by a single connecting member J that is not connected to the beam main body 5.

そして、地上で組み立てた吊り足場装置1の各足場ユニットA(以下、「既設の足場ユニットA」とする。)に設けられた吊り材ブラケット6に、上端が建築物又は構造物に取付けられたチェーンCの下端を連結し、チェーンCを重機やチェーンブロックで巻き上げることで、図8に示すように、吊り足場装置1を建築物又は構造物に吊持させる。 Then, the upper end is attached to the building or structure on the hanging material bracket 6 provided on each scaffolding unit A (hereinafter referred to as "existing scaffolding unit A") of the suspended scaffolding device 1 assembled on the ground. By connecting the lower ends of the chains C and hoisting the chains C using heavy machinery or a chain hoist, the suspended scaffolding device 1 is suspended from a building or structure, as shown in FIG.

本実施の形態では、吊り足場装置1は、図8に示すように、幅方向に3列、奥行方向に2列配置された6つの既設の足場ユニットAで構成されており、幅方向で隣接する既設の足場ユニットAは、縦梁2を互いに共有している。なお、吊り足場装置1を構成する既設の足場ユニットAの数は、必要に応じて適宜決定されればよく、少なくとも1つあればよい。なお、図8から図12では、吊り足場装置1の構造を理解しやすくするために、チェーンCを省略している。 In this embodiment, the suspended scaffolding device 1 is composed of six existing scaffolding units A arranged in three rows in the width direction and two rows in the depth direction, as shown in FIG. The existing scaffolding units A share the longitudinal beam 2 with each other. Note that the number of existing scaffolding units A that constitute the suspended scaffolding device 1 may be appropriately determined as necessary, and it is sufficient that there is at least one. In addition, in FIGS. 8 to 12, the chain C is omitted in order to make it easier to understand the structure of the suspended scaffolding device 1.

次に、既設の足場ユニットAの縦梁2である奥行方向で手前側の縦梁2に対して奥側の縦梁2を直列に連結する。詳細には、まず、図9(A)に示すように、奥側の縦梁2を吊り足場装置1の幅方向に沿わせた状態で、奥側の縦梁2の第二連結部材8の一対の第二連結片80間に手前側の縦梁2の第一連結部材7の一対の第一連結片70を嵌合して各固定孔70a,80bを対向させる。その状態で、対向する各固定孔70a,80bに連結ピンP1を挿入すると、奥側の縦梁2は吊り足場装置1の幅方向に沿った状態で手前側の縦梁2に対して水平方向に回転自在に連結される。この際、第一連結片70,70間には、各固定孔70aと連通する第一ガイド筒71が架け渡されている。これにより、連結ピンP1の挿入が第一ガイド筒71によってガイドされるので、連結ピンP1を固定孔70a,80bにスムーズに挿入できる。 Next, the vertical beam 2 on the back side is connected in series to the vertical beam 2 on the near side in the depth direction, which is the vertical beam 2 of the existing scaffolding unit A. In detail, first, as shown in FIG. 9(A), with the rear vertical beam 2 aligned in the width direction of the suspended scaffolding device 1, the second connecting member 8 of the rear vertical beam 2 is connected. The pair of first connecting pieces 70 of the first connecting member 7 of the vertical beam 2 on the front side are fitted between the pair of second connecting pieces 80, so that the fixing holes 70a and 80b are opposed to each other. In this state, when the connecting pin P1 is inserted into each of the opposing fixing holes 70a and 80b, the vertical beam 2 on the back side is aligned in the width direction of the suspended scaffolding device 1 and is oriented horizontally with respect to the vertical beam 2 on the near side. is rotatably connected to. At this time, a first guide cylinder 71 that communicates with each fixing hole 70a is bridged between the first connecting pieces 70, 70. Thereby, the insertion of the connecting pin P1 is guided by the first guide cylinder 71, so that the connecting pin P1 can be smoothly inserted into the fixing holes 70a and 80b.

次に、図9(B)に示すように、連結ピンP1を回転軸にして、奥側の縦梁2を手前側の縦梁2に対して直列になる位置まで水平回転させて、第一連結片70の回り止め孔70bと第二連結片80の回り止め孔80aを対向させる。その状態で、対向する回り止め孔70b,80aに回転止めピンP2を挿入すると、奥側の縦梁2が手前側の縦梁2に対して回転不能に固定される。この際、第一連結片70,70間には、各回り止め孔70bと連通する第二ガイド筒72が架け渡されている。これにより、回転止めピンP2の挿入が第二ガイド筒72によってガイドされるので、回転止めピンP2を回り止め孔70b、80aにスムーズに挿入できる。この際、詳細には説明しないが、連結ピンP1及び回転止めピンP2の基端には、第二連結片80の上面に当接する突起(図示せず)が設けられており、連結ピンP1及び回転止めピンP2の下方への抜けが防止される。 Next, as shown in FIG. 9(B), using the connecting pin P1 as the rotation axis, horizontally rotate the rear vertical beam 2 to a position where it is in series with the front vertical beam 2, and then The detent hole 70b of the connecting piece 70 and the detent hole 80a of the second connecting piece 80 are opposed to each other. In this state, when the rotation stop pin P2 is inserted into the opposing rotation stop holes 70b and 80a, the rear vertical beam 2 is fixed to the front vertical beam 2 in a non-rotatable manner. At this time, a second guide tube 72 is bridged between the first connecting pieces 70, 70 and communicates with each of the detent holes 70b. Thereby, the insertion of the rotation stop pin P2 is guided by the second guide tube 72, so the rotation stop pin P2 can be smoothly inserted into the rotation stop holes 70b and 80a. At this time, although not explained in detail, protrusions (not shown) that come into contact with the upper surface of the second connecting piece 80 are provided at the base ends of the connecting pin P1 and the rotation stopper pin P2. The rotation stop pin P2 is prevented from coming off downward.

このように、本実施の形態では、第一連結部材7の第一連結片70と第二連結部材8の第二連結片80にそれぞれ形成される固定孔70a,80bと、第一連結片70と第二連結片80を上下に重ねた状態で上下に対向する固定孔70a,80bに挿入される連結ピンP1とで、奥行方向で隣り合う縦梁2,2のうちで手前側の縦梁2の第一連結部材7に対して奥側の縦梁2の第二連結部材8を水平方向に回転自在に連結する回転連結装置が構成されている。さらに、第一連結部材7の第一連結片70と第二連結部材8の第二連結片80にそれぞれ形成される回り止め孔70b,80aと、第一連結片70と第二連結片80を上下に重ねた状態で上下に対向する回り止め孔70b,80aに挿入される回転止めピンP2とで、奥側の縦梁2が手前側の縦梁2に対して直列に配置された状態で奥側の縦梁2の第二連結部材8を手前側の縦梁2の第一連結部材7に対して回転不能に固定する回り止め装置が構成されている。なお、固定孔70a,80bと回り止め孔70b,80aはそれぞれ逆の位置に配置されてもよい。 As described above, in this embodiment, the fixing holes 70a and 80b formed in the first connecting piece 70 of the first connecting member 7 and the second connecting piece 80 of the second connecting member 8, respectively, and the first connecting piece 70 and the connecting pin P1 inserted into the vertically opposing fixing holes 70a, 80b with the second connecting piece 80 stacked vertically, and the vertical beam on the near side among the vertical beams 2, 2 adjacent in the depth direction. A rotary connection device is configured to connect the second connection member 8 of the longitudinal beam 2 on the back side to the first connection member 7 of No. 2 so as to be rotatable in the horizontal direction. Further, detent holes 70b and 80a formed in the first connecting piece 70 of the first connecting member 7 and the second connecting piece 80 of the second connecting member 8, and the first connecting piece 70 and the second connecting piece 80 are provided. With the rotation stop pin P2 inserted into the rotation stop holes 70b and 80a facing each other in the vertically stacked state, the vertical beam 2 on the back side is arranged in series with the vertical beam 2 on the front side. A detent device is configured to non-rotatably fix the second connecting member 8 of the vertical beam 2 on the back side to the first connecting member 7 of the vertical beam 2 on the front side. Note that the fixing holes 70a, 80b and the detent holes 70b, 80a may be arranged at opposite positions.

また、上記手順によると、奥側の縦梁2を、吊り足場装置1の幅方向に沿わせた状態で、手前側の縦梁2に対して連結できる。すると、奥側の縦梁2の両端は奥行方向で手前側に位置するため、奥側の縦梁2を手前側の縦梁2に連結する作業を、既に組み上げられた足場ユニットA上で、2人の作業者が縦梁2を保持しながら行うことができる。よって、奥行方向で隣り合う縦梁2,2同士を連結する作業を安全に行うことができる。 Further, according to the above procedure, the vertical beam 2 on the back side can be connected to the vertical beam 2 on the front side in a state along the width direction of the suspended scaffolding device 1. Then, since both ends of the vertical beam 2 on the back side are located on the near side in the depth direction, the work of connecting the vertical beam 2 on the back side to the vertical beam 2 on the near side is performed on the already assembled scaffolding unit A. This can be done by two workers while holding the vertical beam 2. Therefore, the work of connecting the longitudinal beams 2, 2 adjacent to each other in the depth direction can be safely performed.

また、縦梁2の梁本体5の一端には、第一連結部材7を含む結合部材Jが一体的に取付けられている。よって、吊り足場装置1の組立作業中に縦梁2に対して結合部材Jを連結する工程が不要となるので、作業性に優れる。 Further, a connecting member J including a first connecting member 7 is integrally attached to one end of the beam main body 5 of the longitudinal beam 2. Therefore, the step of connecting the coupling member J to the vertical beam 2 during the assembly work of the suspended scaffolding device 1 is not necessary, and therefore the workability is excellent.

さらに、既設の足場ユニットAにおいて、幅方向で平行に配置される手前側の縦梁2に対して、上記作業を繰り返すことで、図10に示すように、奥側の縦梁2が幅方向で平行に配置される。 Furthermore, in the existing scaffolding unit A, by repeating the above operation for the longitudinal beams 2 on the near side that are arranged parallel to each other in the width direction, as shown in FIG. are arranged parallel to each other.

次に、図11に示すように、幅方向で隣り合う奥側の縦梁2,2の梁本体5の1番手前側に設けられる引掛け孔50dに中間梁10の両端に設けられた引掛け部12をそれぞれ挿入して、1本目の中間梁10を幅方向で隣り合う奥側の縦梁2,2間に架け渡してから、1枚目の足場板4を既設の足場ユニットAの横梁3と1本目の中間梁10とで支持させつつ、縦梁2,2間に架け渡す。 Next, as shown in FIG. 11, hooks provided at both ends of the intermediate beam 10 are inserted into the hook holes 50d provided at the frontmost side of the beam bodies 5 of the longitudinal beams 2, 2 on the back side adjacent to each other in the width direction. 12, and then span the first intermediate beam 10 between the longitudinal beams 2 and 2 adjacent in the width direction, and then connect the first scaffolding board 4 to the horizontal beam of the existing scaffolding unit A. 3 and the first intermediate beam 10, and bridged between the longitudinal beams 2, 2.

そして、図示しないが、2本目及び3本目の中間梁10と2枚目及び3枚目の足場板4についても同様の手順で、手前側から順に幅方向で隣り合う奥側の縦梁2,2間に架け渡していく。 Although not shown, the same procedure is followed for the second and third intermediate beams 10 and the second and third scaffolding boards 4. It bridges the gap between the two.

その後、図12に示すように、幅方向で隣り合う奥側の縦梁2,2の第一連結部材7に設けられた引掛け孔70cに横梁3の引掛け部31を挿入して、横梁3を幅方向で隣り合う奥側の縦梁2,2の一端同士の間に架け渡してから、4枚目の足場板4を3本目の中間梁10と横梁3とで支持させつつ、奥行方向で隣り合う奥側の縦梁2,2間に架け渡す。 After that, as shown in FIG. 12, the hook part 31 of the cross beam 3 is inserted into the hook hole 70c provided in the first connecting member 7 of the longitudinal beams 2, 2 on the back side adjacent to each other in the width direction, and 3 between one end of the vertical beams 2 and 2 on the back side adjacent to each other in the width direction, and then the fourth scaffold board 4 is supported by the third intermediate beam 10 and the horizontal beam 3, and the depth is It spans between the vertical beams 2 and 2 on the back side which are adjacent in the direction.

最後に、図示しないが、奥側の縦梁2の吊り材ブラケット6に、上端が建築物又構造物側に連結されたチェーンCの下端を取付けることで、吊り足場装置1の床面積を拡張できる。 Finally, although not shown, the floor area of the hanging scaffolding device 1 is expanded by attaching the lower end of the chain C, whose upper end is connected to the building or structure side, to the hanging material bracket 6 of the longitudinal beam 2 on the back side. can.

以上の手順を任意の足場ユニットAから奥行方向に繰り返すことで、本実施の形態の吊り足場装置1は、建築物又は構造物に吊持された状態で、任意の位置まで床面積を拡張できるようになっている。ただし、上述した吊り足場装置1の組立方法は、一例であって、吊り足場装置1を組立可能であれば、上記方法には限定されない。 By repeating the above steps in the depth direction from any scaffolding unit A, the suspended scaffolding device 1 of this embodiment can expand the floor area to any position while suspended from a building or structure. It looks like this. However, the above-described method for assembling the suspended scaffolding device 1 is just an example, and the method is not limited to the above method as long as the suspended scaffolding device 1 can be assembled.

前述したように、本実施の形態の吊り足場装置1は、奥行方向に沿って直列に連結可能であって幅方向で平行に配置される複数の縦梁2と、幅方向で隣り合う縦梁2の一端同士の間に架け渡される横梁3と、幅方向で隣り合う縦梁2,2間に架け渡される足場板4とを備え、縦梁2は、梁本体5と、梁本体5の一端に設けられて縦梁2を吊持する吊り材としてのチェーンCを取付け可能な吊り材ブラケット6と、吊り材ブラケット6の反梁本体側に設けられる第一連結部材7と、梁本体5の他端に設けられて奥行方向で隣り合う縦梁2の第一連結部材7に連結可能な第二連結部材8とを有し、横梁3の各端部は幅方向で隣り合う縦梁2の第一連結部材7にそれぞれ連結されている。 As described above, the suspended scaffolding device 1 of the present embodiment includes a plurality of vertical beams 2 that can be connected in series along the depth direction and are arranged in parallel in the width direction, and a plurality of vertical beams 2 that are adjacent to each other in the width direction. 2, and a scaffolding board 4 that spans between the longitudinal beams 2 and 2 adjacent in the width direction. A hanging material bracket 6 provided at one end to which a chain C as a hanging material for suspending the vertical beam 2 can be attached, a first connecting member 7 provided on the side opposite to the beam body of the hanging material bracket 6, and a beam main body 5 It has a second connecting member 8 which is provided at the other end and can be connected to the first connecting member 7 of the vertical beams 2 adjacent in the depth direction, and each end of the horizontal beam 3 is connected to the vertical beams 2 adjacent in the width direction. are connected to the first connecting member 7, respectively.

この構成によると、吊り材ブラケット6と第一連結部材7が縦梁2の長手方向に沿って直列に配置されるので、結合部材に吊り材への連結と縦梁と横梁を連結する機能を集約した従来の吊り足場装置と比較して、吊り材ブラケット6と第一連結部材7とを有する結合部材Jの横幅を短くできる。 According to this configuration, the hanging material bracket 6 and the first connecting member 7 are arranged in series along the longitudinal direction of the vertical beam 2, so that the connecting member has the function of connecting to the hanging material and connecting the vertical beam and the horizontal beam. Compared to the conventional aggregated hanging scaffolding device, the width of the connecting member J having the hanging material bracket 6 and the first connecting member 7 can be made shorter.

よって、本実施の形態では、縦梁2が、吊り材ブラケット6と、第一連結部材7とを有する結合部材Jを備えていても、縦梁2の結合部材Jの横幅が他の部分に比べてそれ程広くならないため、結合部材Jがかさばることが無く、縦梁2の保管や運搬が容易となる。 Therefore, in this embodiment, even if the longitudinal beam 2 is provided with the connecting member J having the hanging material bracket 6 and the first connecting member 7, the width of the connecting member J of the vertical beam 2 is different from other parts. Since it is not so wide in comparison, the connecting member J does not become bulky, and the longitudinal beam 2 can be easily stored and transported.

なお、図示するところでは、本実施の形態の吊り材ブラケット6の横幅は、図3(A)に示すように、梁本体5の横幅よりも若干広くなっているが、例えば、十字状のチェーン固定孔63を縦梁2の軸方向に沿うI字状にするなどして、吊り材ブラケット6の横幅を梁本体5の横幅以下に設定してもよい。このようにすれば、結合部材Jの横幅をさらに短くできるため、縦梁2の保管や運搬がより容易となる。 In addition, as shown in the figure, the width of the hanging material bracket 6 of this embodiment is slightly wider than the width of the beam body 5, as shown in FIG. 3(A). The width of the hanging material bracket 6 may be set to be equal to or less than the width of the beam body 5 by making the fixing hole 63 into an I-shape along the axial direction of the vertical beam 2. In this way, the width of the connecting member J can be further reduced, so that the vertical beam 2 can be stored and transported more easily.

また、本実施の形態の吊り足場装置1は、奥行方向で隣り合う縦梁2,2のうちで手前側の縦梁2の第一連結部材7に対して奥側の縦梁2の第二連結部材8を水平方向に回転自在に連結する回転連結装置と、奥側の縦梁2が手前側の縦梁2に対して直列に配置された状態で奥側の縦梁2の第二連結部材8を手前側の縦梁2の第一連結部材7に対して回転不能に固定する回り止め装置とを備えている。 Further, in the suspended scaffolding device 1 of the present embodiment, among the vertical beams 2, 2 adjacent in the depth direction, the first connecting member 7 of the vertical beam 2 on the front side is connected to the second connecting member 7 of the vertical beam 2 on the back side. A rotary connection device that rotatably connects the connecting members 8 in the horizontal direction, and a second connection of the rear vertical beam 2 with the rear vertical beam 2 arranged in series with the front vertical beam 2. It is provided with a detent device that fixes the member 8 non-rotatably to the first connecting member 7 of the vertical beam 2 on the front side.

そして、本実施の形態の吊り足場装置1では、第一連結部材7は、吊り材ブラケット6から反梁本体側に向けて延びる第一連結片70を有し、第二連結部材8は、梁本体5の他端から梁本体5の軸方向に沿って延びる第二連結片80を有し、回転連結装置が、第一連結片70と第二連結片80にそれぞれ形成される固定孔70a,80bと、第一連結片70と第二連結片80を上下に重ねた状態で上下に対向する固定孔70a,80bに挿入される連結ピンP1とを有し、回り止め装置が、第一連結片70と第二連結片80にそれぞれ形成される回り止め孔70b,80aと、第一連結片70と第二連結片80を上下に重ねた状態で上下に対向する回り止め孔70b,80aに挿入される回転止めピンP2とを有している。 In the suspended scaffolding device 1 of the present embodiment, the first connecting member 7 has the first connecting piece 70 extending from the hanging material bracket 6 toward the side opposite to the beam main body, and the second connecting member 8 has the It has a second connecting piece 80 extending from the other end of the main body 5 along the axial direction of the beam main body 5, and the rotary connecting device has a fixing hole 70a formed in the first connecting piece 70 and the second connecting piece 80, respectively. 80b, and a connecting pin P1 that is inserted into the fixing holes 70a and 80b that face each other vertically with the first connecting piece 70 and the second connecting piece 80 stacked vertically, and the detent device Detent holes 70b and 80a formed in the piece 70 and second connection piece 80, respectively, and detent holes 70b and 80a that face each other vertically when the first connection piece 70 and the second connection piece 80 are stacked vertically. It has a rotation stop pin P2 to be inserted.

この構成によると、吊り足場装置1の組立時において、奥側の縦梁2を、吊り足場装置1の幅方向に沿わせた状態で、手前側の縦梁2に対して回転自在に連結できるので、2人の作業者で奥側の縦梁2を保持しながら、奥側の縦梁2を手前側の縦梁2に連結する作業を行うことができる。よって、奥行方向で隣り合う縦梁2,2同士の連結作業を安全に行うことができる。 According to this configuration, when assembling the suspended scaffolding device 1, the vertical beam 2 on the back side can be rotatably connected to the vertical beam 2 on the near side while being aligned in the width direction of the suspended scaffolding device 1. Therefore, two workers can perform the work of connecting the back longitudinal beam 2 to the front longitudinal beam 2 while holding the back longitudinal beam 2. Therefore, the work of connecting the longitudinal beams 2, 2 adjacent to each other in the depth direction can be safely performed.

さらに、本実施の形態では、回転連結装置と回り止め装置が、固定孔70a,80bと回り止め孔70b,80aを有する第一連結片70及び第二連結片80と、連結ピンP1及び回転止めピンP2のみを有していればよく、構造が単純となるため、奥行方向で隣り合う縦梁2,2の連結作業が容易となる。 Furthermore, in the present embodiment, the rotation coupling device and the rotation prevention device include the first connection piece 70 and the second connection piece 80 having the fixing holes 70a, 80b and the rotation prevention holes 70b, 80a, the connection pin P1, and the rotation prevention device. Since it is sufficient to have only the pin P2, and the structure is simple, it becomes easy to connect the vertical beams 2, 2 that are adjacent in the depth direction.

ただし、奥行方向で隣り合う縦梁2,2同士を連結するために、回転連結装置と回り止め装置の構成は必須ではなく、奥行方向で隣り合う縦梁2,2は、他の手段で連結されてもよい。 However, in order to connect the longitudinal beams 2, 2 that are adjacent in the depth direction, the configuration of the rotation coupling device and the detent device is not essential, and the longitudinal beams 2, 2 that are adjacent in the depth direction are connected by other means. may be done.

また、本実施の形態では、第一連結部材7及び第二連結部材8を構成する連結片70,80は、それぞれ上下で対をなすように設けられているが、連結片70,80の数は特に限定されず、例えば、1つの第一連結片70を一対の第二連結片80,80の間に挿入して固定孔70a,80bを上下に対向させるようにしてもよい。 Furthermore, in the present embodiment, the connecting pieces 70 and 80 constituting the first connecting member 7 and the second connecting member 8 are provided in upper and lower pairs, respectively, but the number of connecting pieces 70 and 80 is is not particularly limited, and for example, one first connecting piece 70 may be inserted between a pair of second connecting pieces 80, 80 so that the fixing holes 70a, 80b are vertically opposed to each other.

また、本実施の形態では、固定孔70a,80bと回り止め孔70b,80aが各連結片70,80の延長方向に沿って並べて配置されているが、固定孔70a,80bと回り止め孔70b,80aは、各連結片70,80の幅方向に並べて配置されてもよい。ただし、固定孔70a,80bと回り止め孔70b,80aを各連結片70,80の延長方向に沿って並べて配置する方が、幅方向に沿って並べて配置するよりも、各連結片70,80の横幅を短くできるので、第一連結部材7と第二連結部材8の横幅を短くできる。なお、本実施の形態では、各連結片70,80の横幅は梁本体5の横幅と同じ広さに設定されているが、各連結片70,80の横幅は梁本体5の横幅よりも短くてもよい。 Furthermore, in this embodiment, the fixing holes 70a, 80b and the detent holes 70b, 80a are arranged side by side along the extending direction of each connecting piece 70, 80, but the fixing holes 70a, 80b and the detent hole 70b , 80a may be arranged side by side in the width direction of each connecting piece 70, 80. However, it is better to arrange the fixing holes 70a, 80b and the detent holes 70b, 80a side by side along the extension direction of each connecting piece 70, 80 than to arrange them side by side along the width direction. Since the width of the first connecting member 7 and the second connecting member 8 can be shortened, the width of the first connecting member 7 and the second connecting member 8 can be shortened. In this embodiment, the width of each connecting piece 70, 80 is set to be the same as the width of beam main body 5, but the width of each connecting piece 70, 80 is shorter than that of beam main body 5. It's okay.

また、本実施の形態の吊り足場装置1の組立方法は、奥側の縦梁2を幅方向に沿わせつつ、手前側の縦梁2と奥側の縦梁2の固定孔70a,80bを対向させた状態で、固定孔70a,80bに連結ピンP1を挿入して、奥側の縦梁2を手前側の縦梁2に対して水平方向に回転自在に連結する工程と、奥側の縦梁2を手前側の縦梁2に対して直列になるように回転させてから、手前側の縦梁2と奥側の縦梁2の回り止め孔70b,80aに回転止めピンP2を挿入して、奥側の縦梁2を手前側の縦梁2に対して回転不能に固定する工程とを含んでいる。 In addition, the method for assembling the suspended scaffolding device 1 of this embodiment is to align the longitudinal beam 2 on the back side in the width direction, and to connect the fixing holes 70a and 80b of the vertical beam 2 on the near side and the vertical beam 2 on the back side. In the state where they are facing each other, the connecting pin P1 is inserted into the fixing holes 70a and 80b to connect the vertical beam 2 on the back side to the vertical beam 2 on the near side so as to be rotatable in the horizontal direction. Rotate the vertical beam 2 so that it is in series with the vertical beam 2 on the front side, and then insert the rotation stop pin P2 into the detent holes 70b and 80a of the vertical beam 2 on the front side and the vertical beam 2 on the back side. and fixing the rear longitudinal beam 2 to the front longitudinal beam 2 in a non-rotatable manner.

この構成によると、奥側の縦梁2を吊り足場装置1の幅方向に沿わせた状態で、奥側の縦梁2を手前側の縦梁2に対して水平方向に回転自在に連結するので、2人の作業者で奥側の縦梁2を保持しながら、奥側の縦梁2を手前側の縦梁2に連結する作業を行うことができる。よって、吊り足場装置1の組立作業の安全性が向上する。 According to this configuration, the back side vertical beam 2 is horizontally rotatably connected to the front side vertical beam 2 with the back side vertical beam 2 aligned along the width direction of the suspended scaffolding device 1. Therefore, two workers can perform the work of connecting the back longitudinal beam 2 to the front longitudinal beam 2 while holding the back longitudinal beam 2. Therefore, the safety of the assembly work of the suspended scaffolding device 1 is improved.

つづいて、第二の実施の形態の吊り足場装置100について詳細に説明する。ここでは、第二の実施の形態の吊り足場装置100の基本的な構成は、第一の実施の形態の吊り足場装置1と同様である。以下、第一の実施の形態の吊り足場装置1と異なる部分について詳細に説明し、説明の重複を避けるため、共通の構成については同様の符号を付して詳細な説明を省略する。 Next, a suspended scaffolding device 100 according to a second embodiment will be described in detail. Here, the basic configuration of the suspended scaffolding device 100 of the second embodiment is the same as that of the suspended scaffolding device 1 of the first embodiment. Hereinafter, parts different from the suspended scaffolding device 1 of the first embodiment will be described in detail, and in order to avoid duplication of explanation, common components will be given the same reference numerals and detailed explanation will be omitted.

本実施の形態の吊り足場装置100では、縦梁200と、奥行方向で隣り合う縦梁200,200同士を連結する回転連結装置と回り止め装置の構成が、第一の実施の形態の吊り足場装置1と異なっている。 In the suspended scaffolding device 100 of the present embodiment, the structure of the vertical beam 200 and the rotary coupling device and detent device that connect the vertical beams 200, 200 adjacent to each other in the depth direction is different from that of the suspended scaffolding of the first embodiment. This is different from device 1.

本実施の形態の吊り足場装置100は、図13に示すように、奥行方向と幅方向にそれぞれ接続して配置される複数の足場ユニットA1を備えて構成されており、足場ユニットA1は、奥行方向に沿って直列に連結可能であって幅方向で平行に配置される複数の縦梁200と、幅方向で隣り合う縦梁200の一端同士の間に架け渡される複数の横梁3と、幅方向で隣り合う縦梁200,200間に架け渡される足場板4とを備える。なお、図13では、吊り足場装置100の構造を理解しやすくするために、足場板4を設置していない箇所があるが、実際は隙間なく足場板4が設置される。 As shown in FIG. 13, the suspended scaffolding device 100 of this embodiment includes a plurality of scaffold units A1 connected and arranged in the depth direction and the width direction, respectively. A plurality of longitudinal beams 200 that can be connected in series along the direction and are arranged in parallel in the width direction, a plurality of horizontal beams 3 spanned between one ends of the longitudinal beams 200 adjacent to each other in the width direction, and It includes a scaffolding board 4 spanning between vertical beams 200, 200 adjacent in the direction. In addition, in FIG. 13, in order to make it easier to understand the structure of the suspended scaffolding device 100, there are places where the scaffolding boards 4 are not installed, but in reality, the scaffolding boards 4 are installed without any gaps.

また、本実施の形態の縦梁200は、図14に示すように、梁本体5と、梁本体5の一端に設けられる吊り材ブラケット6と、吊り材ブラケット6の反梁本体側に設けられる第一連結部材700と、梁本体5の他端に設けられて奥行方向で隣り合う他の縦梁200の第一連結部材700に連結可能な第二連結部材800とを有しており、吊り材ブラケット6と第一連結部材700とで結合部材J1を構成している。 Further, as shown in FIG. 14, the longitudinal beam 200 of this embodiment includes a beam main body 5, a hanging material bracket 6 provided at one end of the beam main body 5, and a hanging material bracket 6 provided on the side opposite to the beam main body of the hanging material bracket 6. It has a first connecting member 700 and a second connecting member 800 that is provided at the other end of the beam main body 5 and can be connected to the first connecting member 700 of another vertical beam 200 adjacent in the depth direction. The material bracket 6 and the first connecting member 700 constitute a connecting member J1.

本実施の形態の第一連結部材700は、図14,図15(A),(B)に示すように、矩形状であって吊り材ブラケット6から反梁本体側に向けて延びる上下一対の第一突出片701,701と、矩形状であって各第一突出片701,701の先端にそれぞれ水平回転自在に連結される一対の第一回転片702,702とを有している。 As shown in FIGS. 14, 15(A) and 15(B), the first connecting member 700 of this embodiment has a rectangular shape and has a pair of upper and lower parts extending from the hanging material bracket 6 toward the side opposite to the beam main body. It has first protruding pieces 701, 701, and a pair of first rotating pieces 702, 702 which are rectangular and are connected to the tips of the first protruding pieces 701, 701, respectively, so as to be horizontally rotatable.

詳細には、上側の第一突出片701には、図14(B)に示すように、横梁3の引掛け部31を挿入可能な引掛け孔701aが幅方向に並べて2つ形成されている。そのため、本実施の形態においても、第一連結部材700に横梁3を連結できる。 Specifically, as shown in FIG. 14(B), the upper first projecting piece 701 has two hook holes 701a arranged in the width direction into which the hook portions 31 of the cross beam 3 can be inserted. . Therefore, also in this embodiment, the cross beam 3 can be connected to the first connecting member 700.

また、図16に示すように、各第一突出片701には、それぞれ引掛け孔701aよりも先端側の幅方向中央に配置されて互いに上下方向で対向するピン孔701bが形成されている。さらに、上下一対の第一突出片701,701間には、互いに対向するピン孔701b,701bに内部が連通するガイド筒703が架け渡されている。 Further, as shown in FIG. 16, each first protruding piece 701 is formed with a pin hole 701b that is disposed at the center in the width direction on the tip side of the hook hole 701a and faces each other in the vertical direction. Further, a guide tube 703 is spanned between the pair of upper and lower first protruding pieces 701, 701, and the inside thereof communicates with pin holes 701b, 701b facing each other.

また、図14,図16に示すように、上下一対の第一突出片701,701の先端には、保持筒704が連結されており、この保持筒704には、第一軸部材S1が周方向で回転自在に挿入されている。さらに、第一軸部材S1の上端と下端には、それぞれ第一回転片702,702が中央位置で連結されている。 Further, as shown in FIGS. 14 and 16, a holding cylinder 704 is connected to the tips of the upper and lower pair of first protruding pieces 701, 701, and the first shaft member S1 is connected to the holding cylinder 704. It is inserted so that it can rotate freely in the direction. Further, first rotating pieces 702, 702 are connected to the upper end and lower end of the first shaft member S1, respectively, at a central position.

これにより、第一回転片702,702は、第一軸部材S1によって連結されているので、第一回転片702,702は、第一軸部材S1を回転軸にして互いに上下方向で正対したまま同期して水平方向に回転できるので、一対の第一回転片702,702の姿勢を、長辺が梁本体5の軸方向に沿う縦向き姿勢(図15(A)で示す姿勢)と長辺が梁本体5の軸方向に対して直交する横向き姿勢(図15(B)で示す姿勢)に変更できる。 As a result, since the first rotating pieces 702, 702 are connected by the first shaft member S1, the first rotating pieces 702, 702 face each other vertically with the first shaft member S1 as the rotation axis. Since the pair of first rotating pieces 702, 702 can be rotated in the horizontal direction in synchronization, the posture of the pair of first rotating pieces 702, 702 can be changed between a vertical posture (the posture shown in FIG. 15A) with the long sides along the axial direction of the beam body 5 and It can be changed to a horizontal orientation (the orientation shown in FIG. 15(B)) in which the sides are orthogonal to the axial direction of the beam body 5.

また、本実施の形態の第二連結部材800は、図14,図15(C),(D)に示すように、矩形状であって梁本体5の他端から梁本体5の軸方向に沿って延びる上下一対の第二突出片801,801と、矩形状であって各第二突出片801,801の先端にそれぞれ水平回転自在に連結される一対の第二回転片802,802とを有している。 Further, the second connecting member 800 of this embodiment has a rectangular shape and extends from the other end of the beam body 5 in the axial direction of the beam body 5, as shown in FIGS. A pair of upper and lower second protruding pieces 801, 801 extending along the upper and lower sides, and a pair of second rotating pieces 802, 802 each having a rectangular shape and horizontally rotatably connected to the tip of each second protruding piece 801, 801. have.

詳細には、図16に示すように、各第二突出片801の先端側の幅方向中央には、それぞれ、互いに上下方向で対向するピン孔801bが形成されている。さらに、上下一対の第二突出片801,801間には、互いに対向するピン孔801b、801bに内部が連通するガイド筒803が架け渡されている。 Specifically, as shown in FIG. 16, pin holes 801b are formed in the widthwise centers of the distal ends of each of the second protruding pieces 801 so as to face each other in the vertical direction. Further, a guide tube 803 is spanned between the pair of upper and lower second protruding pieces 801, 801, and the inside thereof communicates with the mutually opposing pin holes 801b, 801b.

また、図14,図16に示すように、上下一対の第二突出片801,801の先端には、保持筒804が連結されており、この保持筒804には、第二軸部材S2が周方向で回転自在に挿入されている。さらに、第二軸部材S2の上端と下端には、それぞれ第二回転片802,802が中央位置で連結されている。 Further, as shown in FIGS. 14 and 16, a holding cylinder 804 is connected to the tips of the upper and lower pair of second protruding pieces 801, 801, and the second shaft member S2 is connected to the holding cylinder 804. It is inserted so that it can rotate freely in the direction. Further, second rotating pieces 802, 802 are connected to the upper end and lower end of the second shaft member S2 at the central position, respectively.

これにより、第二回転片802,802は、第二軸部材S2によって連結されているので、第二回転片802,802は、第二軸部材S2を回転軸にして互いに上下方向で正対したまま同期して水平方向に回転できるので、一対の第二回転片802,802の姿勢を、長辺が梁本体5の軸方向に沿う縦向き姿勢(図15(C)で示す姿勢)と長辺が梁本体5の軸方向に対して直交する横向き姿勢(図15(D)で示す姿勢)に変更できる。 As a result, the second rotating pieces 802, 802 are connected by the second shaft member S2, so that the second rotating pieces 802, 802 face each other vertically with the second shaft member S2 as the rotation axis. Since the pair of second rotating pieces 802, 802 can be rotated in the horizontal direction in synchronization, the posture of the pair of second rotating pieces 802, 802 can be changed between a vertical posture (the posture shown in FIG. 15(C)) with the long sides along the axis direction of the beam body 5 and It can be changed to a horizontal orientation (the orientation shown in FIG. 15(D)) in which the sides are perpendicular to the axial direction of the beam body 5.

また、各回転片702,802は、図14(B),図15(B),(D)に示すように、長辺の幅方向中央を通る中心線を挟んで配置される一対の連結孔702a,702a(802a,802a)を有しており、この連結孔702a,802aは、各回転片702,802が横向き姿勢になっている状態で、回転軸である各軸部材S1,S2よりも反梁本体側に配置されている。さらに、横向き姿勢の各回転片702,802の反梁本体側を向く長辺の中央であって軸部材S1,S2と梁本体5の軸方向で対向する位置には、収容溝702b,802bが設けられている。 In addition, each rotating piece 702, 802 has a pair of connecting holes arranged across a center line passing through the widthwise center of the long side, as shown in FIGS. 14(B), 15(B), and (D). 702a, 702a (802a, 802a), and these connecting holes 702a, 802a are located closer to each other than each shaft member S1, S2, which is a rotating shaft, when each rotating piece 702, 802 is in a horizontal position. It is placed on the opposite side of the beam body. Further, accommodation grooves 702b and 802b are provided at the center of the long side facing away from the beam body of each of the rotating pieces 702 and 802 in the horizontal position, and at positions facing the shaft members S1 and S2 in the axial direction of the beam body 5. It is provided.

また、図16に示すように、横向き姿勢で各回転片702,802の梁本体5側を向く長辺の中央には、各突出片701,801のピン孔701b,801bと上下方向で対向する溝702c,802cが設けられている。 Further, as shown in FIG. 16, in the horizontal position, the center of the long side of each rotary piece 702, 802 facing the beam body 5 side is vertically opposed to the pin hole 701b, 801b of each protruding piece 701, 801. Grooves 702c and 802c are provided.

そのため、図15(B),(D)及び図16に示すように、回転片702,802を横向き姿勢にした状態となると、ピン孔701b,801bと溝702c,802cが対向する。そして、対向するピン孔701b,801bと溝702c,802cにそれぞれ規制ピンP3を挿入すると、各規制ピンP3が各突出片701,801と各回転片702,802とにそれぞれ嵌合されるので規制ピンP3によって各回転片702,802が各突出片701,801に対して横向き姿勢で固定される。この際、詳細には説明しないが、規制ピンP3の基端には、回転片702,802の上面に当接する突起(符示せず)が設けられており、規制ピンP3の下方への抜けが防止される。なお、図示しないが、各回転片702,802には、溝702c,802cに代えて、横向き姿勢でピン孔701b,801bに対向する孔を設けてもよい。また、上述した各回転片702,802を横向き姿勢で固定する機構は、一例であって、上記した機構以外の機構で各回転片702,802を横向き姿勢で固定してもよい。 Therefore, as shown in FIGS. 15(B), 15(D), and 16, when the rotating pieces 702, 802 are placed in a horizontal position, the pin holes 701b, 801b and the grooves 702c, 802c face each other. Then, when the regulating pins P3 are inserted into the opposing pin holes 701b, 801b and the grooves 702c, 802c, each regulating pin P3 is fitted into each protruding piece 701, 801 and each rotating piece 702, 802, so that the regulating pin Each rotating piece 702, 802 is fixed in a horizontal position to each protruding piece 701, 801 by pin P3. At this time, although not explained in detail, a protrusion (not shown) that comes into contact with the upper surface of the rotating pieces 702, 802 is provided at the base end of the regulating pin P3, to prevent the regulating pin P3 from coming off downward. Prevented. Although not shown, each rotating piece 702, 802 may be provided with a hole that faces the pin hole 701b, 801b in a horizontal orientation, instead of the groove 702c, 802c. Further, the mechanism for fixing the rotating pieces 702, 802 in the horizontal position described above is just one example, and the rotating pieces 702, 802 may be fixed in the horizontal position using a mechanism other than the above-described mechanism.

なお、本実施の形態の突出片701,801及び回転片702,802は、それぞれ矩形状であると説明したが、ここで言う矩形状には、完全な形の矩形だけでなく、図に示すように、矩形の角を面取りした形状も含まれる。 It has been explained that the protruding pieces 701, 801 and the rotating pieces 702, 802 of this embodiment are each rectangular, but the rectangular shape here includes not only a perfect rectangle but also the shape shown in the figure. It also includes a rectangular shape with chamfered corners.

さらに、本実施の形態では、一対の第二回転片802,802の間隔は、一対の第二回転片802,802間に一対の第一回転片702,702を嵌合可能な長さに設定されている。そのため、図16,図17に示すように、吊り足場装置100の奥行方向で一方側(図16,図17中左側)の縦梁200における横向き姿勢の一対の第一回転片702,702を、他方側(図16,図17中右側)の縦梁200における横向き姿勢の一対の第二回転片802,802間に嵌合し、第一回転片702と第二回転片802を上下に重ねて、対向する各連結孔702a,802aにそれぞれ第一連結ピンP4と第二連結ピンP5を挿入することで、2つの縦梁200,200を直列に連結できる。この際、詳細には説明しないが、第一連結ピンP4と第二連結ピンP5の基端には、規制ピンP3と同様に、回転片702,802の上面に当接する突起(符示せず)が設けられており、第一連結ピンP4と第二連結ピンP5の下方への抜けが防止される。 Furthermore, in this embodiment, the interval between the pair of second rotating pieces 802, 802 is set to a length that allows the pair of first rotating pieces 702, 702 to fit between the pair of second rotating pieces 802, 802. has been done. Therefore, as shown in FIGS. 16 and 17, the pair of first rotating pieces 702, 702 in the horizontal position on the vertical beam 200 on one side (left side in FIGS. 16 and 17) in the depth direction of the suspended scaffolding device 100, It fits between the pair of second rotating pieces 802, 802 in the horizontal orientation on the vertical beam 200 on the other side (the right side in FIGS. 16 and 17), and the first rotating piece 702 and the second rotating piece 802 are stacked vertically. By inserting the first connecting pin P4 and the second connecting pin P5 into the opposing connecting holes 702a and 802a, respectively, the two longitudinal beams 200 and 200 can be connected in series. At this time, although not explained in detail, the base ends of the first connecting pin P4 and the second connecting pin P5 have protrusions (not shown) that come into contact with the upper surfaces of the rotating pieces 702 and 802, similarly to the regulating pin P3. is provided to prevent the first connecting pin P4 and the second connecting pin P5 from coming off downward.

前述したように、横向き姿勢の各回転片702,802の反梁本体側を向く長辺の中央には、それぞれ収容溝702b,802bが設けられている。そして、第一回転片702に設けられた収容溝702bは、第二軸部材S2が回転自在に挿入される保持筒804を収容可能な大きさに形成されており、第二回転片802に設けられた収容溝802bは、第一軸部材S1を収容可能な大きさに形成されている。 As described above, accommodation grooves 702b and 802b are provided in the centers of the long sides facing away from the beam body of each of the rotating pieces 702 and 802 in the horizontal position, respectively. The accommodation groove 702b provided in the first rotating piece 702 is formed in a size that can accommodate the holding tube 804 into which the second shaft member S2 is rotatably inserted. The housing groove 802b is formed in a size that can accommodate the first shaft member S1.

そのため、図16,図17に示すように、2つの縦梁200,200同士が直列に連結された状態では、第一回転片702の収容溝702bには第二軸部材S2が回転自在に挿入される保持筒804が収容され、第二回転片802の収容溝802bには第一軸部材S1が収容される。 Therefore, as shown in FIGS. 16 and 17, when the two longitudinal beams 200, 200 are connected in series, the second shaft member S2 is rotatably inserted into the accommodation groove 702b of the first rotating piece 702. The holding cylinder 804 is housed therein, and the first shaft member S1 is housed in the housing groove 802b of the second rotating piece 802.

なお、本実施の形態では、一対の第一回転片702,702を一対の第二回転片802,802間に嵌合しているが、一対の第一回転片702,702の間隔を、第一回転片702,702間に一対の第二回転片802,802を嵌合可能な長さに設定して、一対の第二回転片802,802を一対の第一回転片702,702間に嵌合するようにしてもよい。 In this embodiment, the pair of first rotating pieces 702, 702 are fitted between the pair of second rotating pieces 802, 802, but the distance between the pair of first rotating pieces 702, 702 is The pair of second rotating pieces 802, 802 are set to a length that allows them to fit between the first rotating pieces 702, 702, and the pair of second rotating pieces 802, 802 are placed between the pair of first rotating pieces 702, 702. They may be fitted together.

つづいて、第二の実施の形態の吊り足場装置100の組立方法について説明するが、奥行方向で手前側の縦梁200に対して奥側の縦梁200を連結する工程以外は、第一の実施の形態の吊り足場装置1の組立方法と同じであるため、奥行方向で隣り合う縦梁200,200同士を連結する工程についてのみ詳細に説明する。 Next, a method for assembling the suspended scaffolding device 100 according to the second embodiment will be explained. Since this method is the same as the method for assembling the suspended scaffolding device 1 of the embodiment, only the process of connecting vertical beams 200, 200 adjacent in the depth direction will be described in detail.

まず、手前側の縦梁200の第一連結部材700の第一回転片702と、奥側の縦梁200の第二連結部材800の第二回転片802を規制ピンP3を介してそれぞれ横向き姿勢に固定しておく。 First, the first rotating piece 702 of the first connecting member 700 of the vertical beam 200 on the front side and the second rotating piece 802 of the second connecting member 800 of the vertical beam 200 on the back side are placed in a horizontal position via the regulating pin P3. Fix it to .

次に、図18(A)に示すように、奥側の縦梁200を吊り足場装置100の幅方向に沿わせつつ、手前側の縦梁200の第一回転片702に形成された梁本体5側から見て右側(図中左側)の連結孔702aと、奥側の縦梁200の第二回転片802に形成された梁本体5側から見て左側(図中上側)の連結孔802aを対向させた状態で、これらの連結孔702a,802aに第一連結ピンP4を挿入して、奥側の縦梁200を手前側の縦梁200に対して水平方向に回転自在に連結する。 Next, as shown in FIG. 18(A), while aligning the vertical beam 200 on the back side in the width direction of the suspended scaffolding device 100, the beam main body formed on the first rotating piece 702 of the vertical beam 200 on the near side is aligned. A connecting hole 702a on the right side (left side in the figure) when viewed from the beam main body 5 side and a connecting hole 802a on the left side (upper side in the figure) when viewed from the beam main body 5 side formed in the second rotating piece 802 of the vertical beam 200 on the back side. With the two facing each other, the first connecting pin P4 is inserted into these connecting holes 702a and 802a to connect the back side vertical beam 200 to the front side vertical beam 200 so as to be freely rotatable in the horizontal direction.

その後、図18(B)に示すように、第一連結ピンP4を回転軸にして、奥側の縦梁200を手前側の縦梁200に対して直列になる位置まで水平回転させて、手前側の縦梁200の第一回転片702に形成された梁本体5側から見て左側(図中右側)の連結孔702aと、奥側の縦梁200の第二回転片802に形成された梁本体5側から見て右側(図中右側)の連結孔802aを対向させる。その状態で、対向する連結孔702a,802aに第二連結ピンP5を挿入すると、奥側の縦梁200が手前側の縦梁200に対して回転不能に固定される。 Thereafter, as shown in FIG. 18(B), using the first connecting pin P4 as the rotation axis, horizontally rotate the longitudinal beam 200 on the back side to a position where it is in series with the longitudinal beam 200 on the near side. A connecting hole 702a on the left side (right side in the figure) formed in the first rotating piece 702 of the longitudinal beam 200 on the side as seen from the beam main body 5 side, and a connecting hole 702a formed on the second rotating piece 802 of the longitudinal beam 200 on the back side. The connecting holes 802a on the right side (right side in the figure) when viewed from the beam main body 5 side are opposed to each other. In this state, when the second connecting pin P5 is inserted into the opposing connecting holes 702a and 802a, the rear vertical beam 200 is fixed to the front vertical beam 200 in a non-rotatable manner.

なお、本実施の形態では、図18に示すように、奥側の縦梁200を、手前側の縦梁200の図中左側に畳んだ状態から、手前側の縦梁200に対して直列になる位置まで水平回転させているが、奥側の縦梁200を、手前側の縦梁200の図中右側に折り畳んだ状態から手前側の縦梁200に対して直列になる位置まで水平回転させるようにしてもよい。 In this embodiment, as shown in FIG. 18, the rear longitudinal beam 200 is folded to the left side in the figure of the front longitudinal beam 200, and then the longitudinal beam 200 on the near side is folded in series with the front longitudinal beam 200. The vertical beam 200 on the back side is horizontally rotated from the state where the longitudinal beam 200 on the near side is folded to the right in the figure to the position where it is in series with the vertical beam 200 on the near side. You can do it like this.

その場合には、第一回転片702に形成された梁本体5側から見て左側の連結孔702aと、第二回転片802に形成された梁本体5側から見て右側の連結孔802aに第一連結ピンP4を挿入して、奥側の縦梁200を手前側の縦梁200に対して水平方向に回転自在に連結し、第一回転片702に形成された梁本体5側から見て右側の連結孔702aと、第二回転片802に形成された梁本体5側から見て右左の連結孔802aに第二連結ピンP5を挿入して、奥側の縦梁200を手前側の縦梁200に対して回転不能に固定すればよい。 In that case, the left connecting hole 702a formed in the first rotating piece 702 when viewed from the beam body 5 side, and the right connecting hole 802a formed in the second rotating piece 802 when viewed from the beam body 5 side. By inserting the first connecting pin P4, the vertical beam 200 on the back side is connected to the vertical beam 200 on the near side so as to be rotatable in the horizontal direction, when viewed from the side of the beam main body 5 formed on the first rotating piece 702. Insert the second connecting pin P5 into the right connecting hole 702a and the right and left connecting holes 802a formed in the second rotating piece 802 when viewed from the beam main body 5 side, and connect the vertical beam 200 on the back side to the front side. What is necessary is just to fix it to the longitudinal beam 200 unrotatably.

このように、本実施の形態では、回転連結装置は、横向き姿勢の第一回転片702及び第二回転片802を上下に重ねた状態で上下に対向する一対の連結孔702a,802aのうちの一方の連結孔702a,802aに挿入される第一連結ピンP4で構成されており、回り止め装置は、横向き姿勢の第一回転片702及び第二回転片802を上下に重ねた状態で上下に対向する一対の連結孔702a,802aのうちの他方の連結孔702a,802aに挿入される第二連結ピンP5で構成されている。 As described above, in the present embodiment, the rotary coupling device is configured such that the first rotary piece 702 and the second rotary piece 802 in the sideways posture are stacked vertically, and one of the pair of vertically opposing connecting holes 702a and 802a is It is composed of a first connecting pin P4 inserted into one of the connecting holes 702a and 802a, and the detent device is configured such that the first rotating piece 702 and the second rotating piece 802 in a sideways posture are stacked vertically and rotated vertically. It is composed of a second connecting pin P5 inserted into the other connecting hole 702a, 802a of the pair of opposing connecting holes 702a, 802a.

また、上記手順によると、奥側の縦梁200を、吊り足場装置100の幅方向に沿わせた状態で、手前側の縦梁200に対して水平方向に回転自在に連結できる。すると、奥側の縦梁200の両端は奥行方向で手前側に位置するため、奥側の縦梁200を手前側の縦梁200に連結する作業を、既に組み上げられた足場ユニットA1上で、2人の作業者が縦梁200を保持しながら行うことができる。よって、奥行方向で隣り合う縦梁200,200同士を連結する作業を安全に行うことができる。 Further, according to the above procedure, the rear vertical beam 200 can be horizontally rotatably connected to the front vertical beam 200 in a state along the width direction of the suspended scaffolding device 100. Then, since both ends of the vertical beam 200 on the back side are located on the near side in the depth direction, the work of connecting the vertical beam 200 on the back side to the vertical beam 200 on the near side is performed on the already assembled scaffolding unit A1. This can be carried out by two workers while holding the vertical beam 200. Therefore, the work of connecting the longitudinal beams 200, 200 adjacent to each other in the depth direction can be safely performed.

また、本実施の形態では、第一回転片702に設けられた一対の連結孔702a,702aと第二回転片802に設けられた一対の連結孔802a,802aが、それぞれ奥行方向から見て横方向に並べて配置されているため、奥側の縦梁200を手前側の縦梁200に連結する際に、第一回転片702に設けられた一対の連結孔702a,702aと第二回転片802に設けられた一対の連結孔802a,802aが縦方向に並べて配置される場合と比較して、連結孔702a,802aの位置が手前側に近くなる。そのため、各連結孔702a,802aに第一連結ピンP4及び第二連結ピンP5を挿入する際に、作業者が足場ユニットA1上から身を乗りだす量を少なくできる。 Furthermore, in the present embodiment, the pair of connecting holes 702a, 702a provided in the first rotating piece 702 and the pair of connecting holes 802a, 802a provided in the second rotating piece 802 are lateral when viewed from the depth direction, respectively. Because they are arranged side by side in the direction, when connecting the longitudinal beam 200 on the back side to the longitudinal beam 200 on the near side, the pair of connecting holes 702a, 702a provided in the first rotating piece 702 and the second rotating piece 802 The positions of the connecting holes 702a, 802a are closer to the front side than when the pair of connecting holes 802a, 802a provided in the connecting holes 702a, 802a are arranged side by side in the vertical direction. Therefore, when inserting the first connecting pin P4 and the second connecting pin P5 into each of the connecting holes 702a and 802a, the amount by which the operator leans over the scaffold unit A1 can be reduced.

さらに、本実施の形態では、第一回転片702の長辺の幅方向中央を通る中心線を挟んで配置されている一対の連結孔702a,702aと第二回転片802の長辺の幅方向中央を通る中心線を挟んで配置されている一対の連結孔802a,802aに第一連結ピンP4と第二連結ピンP5を挿入して、第一回転片702と第二回転片802とが連結されているので、奥行方向で隣り合う縦梁200,200同士の横振れを防止できる。 Furthermore, in the present embodiment, a pair of connecting holes 702a, 702a arranged across a center line passing through the center in the width direction of the long side of the first rotating piece 702 and a pair of connecting holes 702a, 702a in the width direction of the long side of the second rotating piece 802 A first connecting pin P4 and a second connecting pin P5 are inserted into a pair of connecting holes 802a and 802a arranged on both sides of a center line passing through the center, and the first rotating piece 702 and the second rotating piece 802 are connected. Therefore, it is possible to prevent horizontal vibration between the longitudinal beams 200, 200 that are adjacent to each other in the depth direction.

加えて、各回転片702,802を縦向き姿勢にしておけば、各回転片702,802の横幅が短くなるので、各回転片702,802が、縦梁200の保管や運搬の妨げとならない。なお、図示しないが、本実施の形態の縦梁200は、回転片702,802を縦向き姿勢で固定可能な縦向き固定機構を備えてもよい。このような縦向き固定機構を備えると、各回転片702,802を縦向き姿勢で固定して、各回転片702,802の横幅を短くしたまま、縦梁200を運搬できるので、縦梁200の運搬がより容易になる。 In addition, if each rotating piece 702, 802 is placed in a vertical position, the width of each rotating piece 702, 802 is shortened, so that each rotating piece 702, 802 does not interfere with storage or transportation of the vertical beam 200. . Although not shown, the vertical beam 200 of this embodiment may include a vertical fixing mechanism that can fix the rotating pieces 702, 802 in a vertical orientation. If such a vertical fixing mechanism is provided, each rotating piece 702, 802 can be fixed in a vertical position, and the vertical beam 200 can be transported while keeping the width of each rotating piece 702, 802 short. becomes easier to transport.

前述したように、本実施の形態の吊り足場装置100は、奥行方向で隣り合う縦梁200,200のうちで手前側の縦梁200の第一連結部材700に対して奥側の縦梁200の第二連結部材800を水平方向に回転自在に連結する回転連結装置と、奥側の縦梁200が手前側の縦梁200に対して直列に配置された状態で奥側の縦梁200の第二連結部材800を手前側の縦梁200の第一連結部材700に対して回転不能に固定する回り止め装置とを備えている。 As described above, in the suspended scaffolding device 100 of the present embodiment, among the vertical beams 200, 200 adjacent in the depth direction, the vertical beam 200 on the back side is connected to the first connecting member 700 of the vertical beam 200 on the near side. A rotary coupling device that rotatably connects the second coupling member 800 in the horizontal direction, and a rotary coupling device that connects the second coupling member 800 of The second connecting member 800 is provided with a detent device that fixes the second connecting member 800 non-rotatably to the first connecting member 700 of the vertical beam 200 on the front side.

そして、本実施の形態の吊り足場装置100では、第一連結部材700は、吊り材ブラケット6から反梁本体側に向けて延びる第一突出片701と、矩形状であって長辺が梁本体5の軸方向に沿う縦向き姿勢と長辺が梁本体5の軸方向に対して直交する横向き姿勢に姿勢変更可能に第一突出片701に連結される第一回転片702とを有し、第二連結部材800は、梁本体5の他端から梁本体5の軸方向に沿って延びる第二突出片801と、矩形状であって長辺が梁本体5の軸方向に沿う縦向き姿勢と長辺が梁本体5の軸方向に対して直交する横向き姿勢に姿勢変更可能に第二突出片801に連結される第二回転片802とを有する。さらに、第一回転片702及び第二回転片802は、それぞれ、長辺の幅方向中央を通る中心線を挟んで配置される一対の連結孔702a,702a(802a,802a)を有しており、回転連結装置は、横向き姿勢の第一回転片702及び第二回転片802を上下に重ねた状態で上下に対向する一対の連結孔702a,702a(802a,802a)のうちの一方の連結孔702a,802aに挿入される第一連結ピンP4を有し、回り止め装置は、横向き姿勢の第一回転片702及び第二回転片802を上下に重ねた状態で上下に対向する一対の連結孔702a,702a(802a,802a)のうちの他方の連結孔702a,802aに挿入される第二連結ピンP5を有している。 In the suspended scaffolding device 100 of the present embodiment, the first connecting member 700 has a first protruding piece 701 extending from the hanging material bracket 6 toward the side opposite to the beam body, and a rectangular shape with the long side of the beam body. The first rotating piece 702 is connected to the first protruding piece 701 so that the position can be changed between a vertical position along the axial direction of the beam body 5 and a horizontal position where the long side is perpendicular to the axial direction of the beam body 5, The second connecting member 800 has a second protruding piece 801 extending from the other end of the beam body 5 along the axial direction of the beam body 5, and has a rectangular shape with its long side oriented vertically along the axial direction of the beam body 5. and a second rotating piece 802 connected to the second protruding piece 801 so as to be able to change its posture to a horizontal position with its long side perpendicular to the axial direction of the beam main body 5. Furthermore, the first rotating piece 702 and the second rotating piece 802 each have a pair of connecting holes 702a, 702a (802a, 802a) arranged across a center line passing through the widthwise center of the long side. , the rotational coupling device connects one of the pair of coupling holes 702a, 702a (802a, 802a) vertically opposing each other with the first rotating piece 702 and the second rotating piece 802 in a sideways posture stacked vertically. 702a, 802a, the detent device has a pair of connecting holes that face each other vertically, with the first rotating piece 702 and the second rotating piece 802 in a horizontal position stacked vertically. It has a second connecting pin P5 that is inserted into the other connecting hole 702a, 802a among the connecting holes 702a, 702a (802a, 802a).

この構成によると、吊り足場装置100の組立時において、奥側の縦梁200を、吊り足場装置100の幅方向に沿わせた状態で、手前側の縦梁200に対して回転自在に連結できるので、2人の作業者で奥側の縦梁200を保持しながら、奥側の縦梁200を手前側の縦梁200に連結する作業を行うことができる。よって、奥行方向で隣り合う縦梁200,200同士の連結作業を安全に行うことができる。 According to this configuration, when assembling the suspended scaffolding device 100, the vertical beam 200 on the back side can be rotatably connected to the vertical beam 200 on the near side while being along the width direction of the suspended scaffolding device 100. Therefore, two workers can connect the back longitudinal beam 200 to the front longitudinal beam 200 while holding the back longitudinal beam 200. Therefore, the work of connecting the longitudinal beams 200, 200 adjacent to each other in the depth direction can be safely performed.

また、上記構成によると、第一回転片702に設けられた一対の連結孔702a,702aと第二回転片802に設けられた一対の連結孔802a,802aが、それぞれ奥行方向から見て横方向に並べて配置されているため、奥側の縦梁200を手前側の縦梁200に連結する際に、第一回転片702に設けられた一対の連結孔702a,702aと第二回転片802に設けられた一対の連結孔802a,802aが縦方向に並べて配置される場合と比較して、連結孔702a,802aの位置が手前側に近くなる。そのため、各連結孔702a,802aに第一連結ピンP4及び第二連結ピンP5を挿入する際に、作業者が足場ユニットA1上から身を乗りだす量を少なくできる。 Further, according to the above configuration, the pair of connecting holes 702a, 702a provided in the first rotating piece 702 and the pair of connecting holes 802a, 802a provided in the second rotating piece 802 are arranged in the lateral direction when viewed from the depth direction, respectively. Because they are arranged side by side, when connecting the longitudinal beam 200 on the back side to the longitudinal beam 200 on the front side, the pair of connecting holes 702a, 702a provided in the first rotating piece 702 and the second rotating piece 802 are connected to each other. The positions of the connecting holes 702a, 802a are closer to the front side than in the case where the pair of connecting holes 802a, 802a provided are arranged side by side in the vertical direction. Therefore, when inserting the first connecting pin P4 and the second connecting pin P5 into each of the connecting holes 702a and 802a, the amount by which the operator leans over the scaffold unit A1 can be reduced.

さらに、上記構成によると、第一回転片702の長辺の幅方向中央を通る中心線を挟んで配置されている一対の連結孔702a,702aと第二回転片802の長辺の幅方向中央を通る中心線を挟んで配置されている一対の連結孔802a,802aに第一連結ピンP4と第二連結ピンP5を挿入して、第一回転片702と第二回転片802とが連結されているので、奥行方向で隣り合う縦梁200,200同士の横振れを防止できる。 Further, according to the above configuration, the pair of connecting holes 702a, 702a are arranged across the center line passing through the widthwise center of the long side of the first rotating piece 702, and the widthwise center of the long side of the second rotating piece 802. The first rotating piece 702 and the second rotating piece 802 are connected by inserting the first connecting pin P4 and the second connecting pin P5 into a pair of connecting holes 802a and 802a arranged on both sides of the center line passing through the Therefore, it is possible to prevent horizontal vibration between the longitudinal beams 200, 200 that are adjacent to each other in the depth direction.

加えて、各回転片702,802を縦向き姿勢にしておけば、各回転片702,802の長辺を長くしても、各回転片702,802の横幅は短辺の長さになり、各回転片702,802の横幅が短くなるので、各回転片702,802が縦梁200の保管や運搬の妨げとならない。なお、本実施の形態では、各突出片701,801の横幅と各回転片702,802の短辺の長さは、梁本体5の横幅と同じ長さに設定されているが、各突出片701,801の横幅と各回転片702,802の短辺の長さは、梁本体5の横幅よりも短くてもよい。 In addition, if each rotating piece 702, 802 is placed in a vertical position, even if the long side of each rotating piece 702, 802 is lengthened, the width of each rotating piece 702, 802 will be the length of the short side. Since the width of each rotating piece 702, 802 is shortened, each rotating piece 702, 802 does not interfere with storage or transportation of the vertical beam 200. Note that in this embodiment, the width of each protruding piece 701, 801 and the length of the short side of each rotating piece 702, 802 are set to be the same as the width of the beam main body 5; The widths of the rotating pieces 701 and 801 and the length of the short side of each rotating piece 702 and 802 may be shorter than the width of the beam body 5.

また、本実施の形態では、第一連結部材700及び第二連結部材800を構成する突出片701,801と回転片702,802は、それぞれ上下で対をなすように設けられているが、突出片701,801と回転片702,802の数は特に限定されず、例えば、第一回転片702の数を1つとし、1つの第一回転片702を一対の第二回転片802,802間に挿入して、第一回転片702の連結孔702aと第二回転片802の連結孔802aを上下に対向させるようにしてもよい。 Furthermore, in the present embodiment, the protruding pieces 701, 801 and the rotating pieces 702, 802, which constitute the first connecting member 700 and the second connecting member 800, are provided in upper and lower pairs, respectively. The number of pieces 701, 801 and rotating pieces 702, 802 is not particularly limited. For example, the number of first rotating pieces 702 is one, and one first rotating piece 702 is placed between a pair of second rotating pieces 802, 802. The connecting hole 702a of the first rotating piece 702 and the connecting hole 802a of the second rotating piece 802 may be vertically opposed to each other.

また、本実施の形態の吊り足場装置100では、第一回転片702及び第二回転片802は、横向き姿勢で、第一突出片701及び第二突出片801に形成されたピン孔701b,801bと対向する溝702c,802cを有しており、第一回転片702及び第二回転片802は、互いに対向するピン孔701b、801bと溝702c,802cに挿入される規制ピンP3によって、横向き姿勢で固定されている。この構成によると、簡易な構造で第一回転片702及び第二回転片802を横向き姿勢に固定できる。なお、各回転片702,802には、溝702c,802cに代えて、横向き姿勢でピン孔701b,801bと対向する孔を設けてもよい。 In addition, in the suspended scaffolding device 100 of the present embodiment, the first rotating piece 702 and the second rotating piece 802 are in a horizontal position, and the pin holes 701b and 801b formed in the first protruding piece 701 and the second protruding piece 801 are The first rotary piece 702 and the second rotary piece 802 have grooves 702c and 802c facing each other, and the first rotating piece 702 and the second rotating piece 802 are held in a horizontal position by the regulating pin P3 inserted into the mutually opposing pin holes 701b and 801b and the grooves 702c and 802c. is fixed. According to this configuration, the first rotating piece 702 and the second rotating piece 802 can be fixed in a horizontal position with a simple structure. Note that each rotating piece 702, 802 may be provided with a hole that faces the pin hole 701b, 801b in a horizontal orientation, instead of the groove 702c, 802c.

また、本実施の形態の吊り足場装置100では、第一回転片702及び第二回転片802は、横向き姿勢の第一回転片702及び第二回転片802の各連結孔702a,802aを上下に対向させた状態で、第一回転片702及び第二回転片802の回転軸と梁本体5の軸方向で対向する位置に設けられる収容溝702b、802bを有している。 In addition, in the suspended scaffolding device 100 of the present embodiment, the first rotating piece 702 and the second rotating piece 802 vertically connect the connecting holes 702a and 802a of the first rotating piece 702 and the second rotating piece 802 in the horizontal position. The housing grooves 702b and 802b are provided at positions facing the rotational axes of the first rotating piece 702 and the second rotating piece 802 in the axial direction of the beam body 5 in a facing state.

この構成によると、第一回転片702の連結孔702aと第二回転片802の連結孔802aを上下に対向させる際に、第二回転片802の回転軸である第二軸部材S2が挿入される保持筒804と、第一回転片702の回転軸である第一軸部材S1とを、各収容溝702b,802bにそれぞれ収容できる。 According to this configuration, when the connecting hole 702a of the first rotating piece 702 and the connecting hole 802a of the second rotating piece 802 are vertically opposed to each other, the second shaft member S2, which is the rotation axis of the second rotating piece 802, is inserted. The holding cylinder 804 and the first shaft member S1, which is the rotation shaft of the first rotating piece 702, can be accommodated in each of the accommodation grooves 702b and 802b, respectively.

すると、収容溝702b,802bの深さ分だけ第一回転片702と第二回転片802が重なる面積を大きくできるので、縦梁200の保管や運搬を容易にするために各回転片702,802の短辺を短くしても、回転片702,802同士の連結強度を十分に確保できる。 Then, since the area where the first rotating piece 702 and the second rotating piece 802 overlap can be increased by the depth of the accommodation grooves 702b and 802b, each rotating piece 702 and 802 can be overlapped to make storage and transportation of the vertical beam 200 easier. Even if the short sides of the rotary pieces 702 and 802 are shortened, sufficient connection strength can be ensured between the rotating pieces 702 and 802.

なお、本実施の形態では、一対の第二回転片802,802間に一対の第一回転片702,702が嵌合されているので、第一回転片702の第一軸部材S1が第二回転片802の収容溝802bに収容され、第二回転片802の第二軸部材S2が回転自在に挿入される保持筒804が第一回転片702の収容溝702bに収容されているが、一対の第一回転片702,702間に一対の第二回転片802,802が嵌合される場合には、第一回転片702の第一軸部材S1が回転自在に挿入される保持筒704を第二回転片802の収容溝802bに収容し、第二回転片802の第二軸部材S2を第一回転片702の収容溝702bに収容すればよい。つまり、各収容溝702b,802bの大きさは、第一回転片702の連結孔702aと第二回転片802の連結孔802aとを上下に対向させる際に、水平方向で対向する部材の大きさに合わせて適宜設定されればよい。 In this embodiment, since the pair of first rotating pieces 702, 702 are fitted between the pair of second rotating pieces 802, 802, the first shaft member S1 of the first rotating piece 702 is connected to the second rotating piece 802, 802. A holding cylinder 804 is accommodated in the accommodation groove 802b of the rotating piece 802, and into which the second shaft member S2 of the second rotating piece 802 is rotatably inserted, is accommodated in the accommodation groove 702b of the first rotating piece 702. When the pair of second rotating pieces 802, 802 are fitted between the first rotating pieces 702, 702, the first shaft member S1 of the first rotating piece 702 is inserted into the holding cylinder 704 rotatably. What is necessary is to accommodate it in the accommodation groove 802b of the second rotation piece 802, and to accommodate the second shaft member S2 of the second rotation piece 802 in the accommodation groove 702b of the first rotation piece 702. In other words, the size of each accommodation groove 702b, 802b is the size of the horizontally opposing members when the connecting hole 702a of the first rotating piece 702 and the connecting hole 802a of the second rotating piece 802 are vertically opposed. It may be set as appropriate.

また、本実施の形態の吊り足場装置100の組立方法は、手前側の縦梁200の第一連結部材700の第一回転片702と、奥側の縦梁200の第二連結部材800の第二回転片802とをそれぞれ横向き姿勢とする工程と、奥側の縦梁200を幅方向に沿わせつつ、手前側の縦梁200の第一回転片702と奥側の縦梁200の第二回転片802の一方の連結孔702a,802aを対向させた状態で、一方の連結孔702aに第一連結ピンP4を挿入して、奥側の縦梁200を手前側の縦梁200に対して水平方向に回転自在に連結する工程と、奥側の縦梁200を手前側の縦梁200に対して直列になるように回転させてから、手前側の縦梁200の第一回転片702と奥側の縦梁200の第二回転片802の他方の連結孔702a,802aを対向させた状態で、他方の連結孔702a,802aに第二連結ピンP5を挿入して、奥側の縦梁200を手前側の縦梁200に対して回転不能に固定する工程とを含んでいる。 Furthermore, the method for assembling the suspended scaffolding device 100 of the present embodiment includes the first rotating piece 702 of the first connecting member 700 of the vertical beam 200 on the front side, and the second rotating piece 702 of the second connecting member 800 of the vertical beam 200 on the back side. The first rotating piece 702 of the longitudinal beam 200 on the front side and the second rotating piece 702 of the longitudinal beam 200 on the back side are With the connecting holes 702a and 802a of the rotating piece 802 facing each other, insert the first connecting pin P4 into the connecting hole 702a, and connect the vertical beam 200 on the back side to the vertical beam 200 on the front side. A process of rotatably connecting it in the horizontal direction, rotating the rear vertical beam 200 so that it is in series with the front vertical beam 200, and then connecting it with the first rotating piece 702 of the front vertical beam 200. With the other connecting holes 702a, 802a of the second rotating piece 802 of the rear vertical beam 200 facing each other, insert the second connecting pin P5 into the other connecting hole 702a, 802a, and then 200 to the longitudinal beam 200 on the front side in a non-rotatable manner.

この構成によると、奥側の縦梁200を吊り足場装置100の幅方向に沿わせた状態で、奥側の縦梁200を手前側の縦梁200に対して水平方向に回転自在に連結するので、2人の作業者で奥側の縦梁200を保持しながら、奥側の縦梁200を手前側の縦梁200に連結する作業を行うことができる。よって、吊り足場装置100の組立作業の安全性が向上する。 According to this configuration, the back side vertical beam 200 is horizontally rotatably connected to the front side vertical beam 200 with the back side vertical beam 200 aligned in the width direction of the suspended scaffolding device 100. Therefore, two workers can connect the back longitudinal beam 200 to the front longitudinal beam 200 while holding the back longitudinal beam 200. Therefore, the safety of the assembly work of the suspended scaffolding device 100 is improved.

ただし、第一の実施の形態と第二の実施の形態で示した回転連結装置と回り止め装置の構成は、一例であって、回転連結装置と回り止め装置の構成は、上述した構成には限定されない。 However, the configurations of the rotation coupling device and the rotation prevention device shown in the first embodiment and the second embodiment are only examples, and the configurations of the rotation connection device and rotation prevention device are different from those described above. Not limited.

以上、本発明の好ましい実施の形態を詳細に説明したが、特許請求の範囲から逸脱なく改造、変形及び変更ができるのは当然である。 Although the preferred embodiments of the present invention have been described in detail above, it is natural that modifications, changes, and changes can be made without departing from the scope of the claims.

100・・・吊り足場装置、2,200・・・縦梁、3・・・横梁、4・・・足場板、5・・・梁本体、6・・・吊り材ブラケット、7,700・・・第一連結部材、8,800・・・第二連結部材、70・・・第一連結片、80・・・第二連結片、70a,80b・・・固定孔、70b,80a・・・回り止め孔、701・・・第一突出片、702・・・第一回転片、801・・・第二突出片、802・・・第二回転片、702a,802a・・・連結孔、701b,801b・・・ピン孔、702b,802b・・・収容溝、702c,802c・・・溝、C・・・チェーン(吊り材)、P1・・・連結ピン、P2・・・回転止めピン、P3・・・規制ピン、P4・・・第一連結ピン、P5・・・第二連結ピン、S1・・・第一軸部材(回転軸)、S2・・・第二軸部材(回転軸) 100... Hanging scaffolding device, 2,200... Vertical beam, 3... Horizontal beam, 4... Scaffold board, 5... Beam body, 6... Hanging material bracket, 7,700... - First connecting member, 8,800... Second connecting member, 70... First connecting piece, 80... Second connecting piece, 70a, 80b... Fixing hole, 70b, 80a... Detent hole, 701... first protruding piece, 702... first rotating piece, 801... second protruding piece, 802... second rotating piece, 702a, 802a... connecting hole, 701b , 801b... Pin hole, 702b, 802b... Accommodating groove, 702c, 802c... Groove, C... Chain (hanging material), P1... Connection pin, P2... Rotation stop pin, P3... Regulation pin, P4... First connection pin, P5... Second connection pin, S1... First shaft member (rotating shaft), S2... Second shaft member (rotating shaft)

Claims (8)

奥行方向に沿って直列に連結可能であって幅方向で平行に配置される複数の縦梁と、
幅方向で隣り合う前記縦梁の一端同士の間に架け渡される横梁と、
幅方向で隣り合う前記縦梁間に架け渡される足場板とを備え、
前記縦梁は、梁本体と、前記梁本体の一端に設けられて前記縦梁を吊持する吊り材を取付け可能な吊り材ブラケットと、前記吊り材ブラケットの反梁本体側に設けられる第一連結部材と、前記梁本体の他端に設けられて奥行方向で隣り合う前記縦梁の前記第一連結部材に連結可能な第二連結部材とを有し、
前記横梁の各端部は、幅方向で隣り合う前記縦梁の前記第一連結部材にそれぞれ連結される
ことを特徴とする吊り足場装置。
a plurality of longitudinal beams that can be connected in series along the depth direction and arranged in parallel in the width direction;
a horizontal beam spanned between one ends of the vertical beams adjacent in the width direction;
comprising a scaffolding board spanning between the vertical beams adjacent in the width direction,
The vertical beam includes a beam main body, a hanging material bracket provided at one end of the beam main body to which a hanging material for suspending the vertical beam can be attached, and a first suspension material bracket provided on a side opposite to the beam main body of the hanging material bracket. a connecting member; and a second connecting member that is provided at the other end of the beam main body and can be connected to the first connecting member of the vertical beam adjacent in the depth direction;
Each end of the horizontal beam is connected to the first connecting member of the longitudinal beam adjacent in the width direction. The suspended scaffolding device.
奥行方向で隣り合う前記縦梁のうちで手前側の縦梁の前記第一連結部材に対して奥側の縦梁の前記第二連結部材を水平方向に回転自在に連結する回転連結装置と、
前記奥側の縦梁が前記手前側の縦梁に対して直列に配置された状態で前記奥側の縦梁の前記第二連結部材を前記手前側の縦梁の前記第一連結部材に対して回転不能に固定する回り止め装置とを備える
ことを特徴とする請求項1に記載の吊り足場装置。
A rotary connection device that connects the second connection member of the longitudinal beam on the back side to the first connection member of the longitudinal beam on the front side among the longitudinal beams adjacent in the depth direction so as to be rotatable in the horizontal direction;
With the rear vertical beam arranged in series with the front vertical beam, the second connecting member of the rear vertical beam is connected to the first connecting member of the front vertical beam. The hanging scaffolding device according to claim 1, further comprising a rotation prevention device that fixes the scaffolding so that it cannot rotate.
前記第一連結部材は、前記吊り材ブラケットから反梁本体側に向けて延びる第一連結片を有し、
前記第二連結部材は、前記梁本体の他端から前記梁本体の軸方向に沿って延びる第二連結片を有し、
前記回転連結装置は、前記第一連結片と前記第二連結片にそれぞれ形成される固定孔と、前記第一連結片と前記第二連結片を上下に重ねた状態で上下に対向する前記固定孔に挿入される連結ピンとを有し、
前記回り止め装置は、前記第一連結片と前記第二連結片にそれぞれ形成される回り止め孔と、前記第一連結片と前記第二連結片を上下に重ねた状態で上下に対向する前記回り止め孔に挿入される回転止めピンとを有する
ことを特徴とする請求項2に記載の吊り足場装置。
The first connecting member has a first connecting piece extending from the hanging material bracket toward the side opposite to the beam main body,
The second connecting member has a second connecting piece extending from the other end of the beam body along the axial direction of the beam body,
The rotary connecting device includes fixing holes formed in the first connecting piece and the second connecting piece, and fixing holes that face each other vertically with the first connecting piece and the second connecting piece stacked vertically. a connecting pin inserted into the hole;
The detent device includes a detent hole formed in the first connecting piece and the second connecting piece, and a detent hole formed in the first connecting piece and the second connecting piece, and the detent hole formed in the first connecting piece and the second connecting piece vertically facing each other with the first connecting piece and the second connecting piece stacked vertically. The suspended scaffolding device according to claim 2, further comprising a rotation stop pin inserted into the rotation stop hole.
前記第一連結部材は、前記吊り材ブラケットから反梁本体側に向けて延びる第一突出片と、矩形状であって長辺が前記梁本体の軸方向に沿う縦向き姿勢と長辺が前記梁本体の軸方向に対して直交する横向き姿勢に姿勢変更可能に前記第一突出片に連結される第一回転片とを有し、
前記第二連結部材は、前記梁本体の他端から前記梁本体の軸方向に沿って延びる第二突出片と、矩形状であって長辺が前記梁本体の軸方向に沿う縦向き姿勢と長辺が前記梁本体の軸方向に対して直交する横向き姿勢に姿勢変更可能に前記第二突出片に連結される第二回転片とを有し、
前記第一回転片及び前記第二回転片は、それぞれ、長辺の幅方向中央を通る中心線を挟んで配置される一対の連結孔を有しており、
前記回転連結装置は、横向き姿勢の前記第一回転片及び前記第二回転片を上下に重ねた状態で上下に対向する前記一対の連結孔のうちの一方の連結孔に挿入される第一連結ピンを有し、
前記回り止め装置は、横向き姿勢の前記第一回転片及び前記第二回転片を上下に重ねた状態で上下に対向する前記一対の連結孔のうちの他方の連結孔に挿入される第二連結ピンを有する
ことを特徴とする請求項2に記載の吊り足場装置。
The first connecting member includes a first protruding piece extending from the hanging material bracket toward the side opposite to the beam body, and a vertical posture in which the long side is rectangular and the long side is along the axial direction of the beam body. a first rotating piece connected to the first protruding piece so as to be changeable to a horizontal position perpendicular to the axial direction of the beam body;
The second connecting member has a second protruding piece extending from the other end of the beam body along the axial direction of the beam body, and a rectangular shape with a long side oriented vertically along the axial direction of the beam body. a second rotary piece connected to the second protruding piece so as to be changeable to a horizontal position with its long side perpendicular to the axial direction of the beam body;
The first rotating piece and the second rotating piece each have a pair of connecting holes arranged across a center line passing through the widthwise center of the long side,
The rotational connection device includes a first connection that is inserted into one of the pair of connection holes that are vertically opposed to each other with the first rotation piece and the second rotation piece in a horizontal position stacked one on top of the other. has a pin,
The detent device includes a second connection that is inserted into the other connection hole of the pair of connection holes that face each other vertically with the first rotation piece and the second rotation piece in a horizontal position stacked one on top of the other. The suspended scaffolding device according to claim 2, further comprising a pin.
前記第一回転片及び前記第二回転片は、横向き姿勢で、前記第一突出片及び前記第二突出片に形成されたピン孔と対向する溝又は孔を有しており、
前記第一回転片及び前記第二回転片は、互いに対向する前記ピン孔と前記溝又は前記孔に挿入される規制ピンによって、横向き姿勢で固定される
ことを特徴とする請求項4に記載の吊り足場装置。
The first rotating piece and the second rotating piece have grooves or holes that face pin holes formed in the first protruding piece and the second protruding piece in a horizontal position,
The first rotating piece and the second rotating piece are fixed in a horizontal position by the pin hole and the groove or the regulating pin inserted into the hole, which face each other. Hanging scaffolding equipment.
前記第一回転片及び前記第二回転片は、横向き姿勢の前記第一回転片及び前記第二回転片の前記各連結孔を上下に対向させた状態で、前記第一回転片及び前記第二回転片の回転軸と前記梁本体の軸方向で対向する位置に設けられる収容溝を有する
ことを特徴とする請求項4又は5に記載の吊り足場装置。
The first rotating piece and the second rotating piece are arranged in a state where the connection holes of the first rotating piece and the second rotating piece are vertically opposed to each other in a horizontal position. The suspended scaffolding device according to claim 4 or 5, further comprising a housing groove provided at a position facing the rotation axis of the rotating piece in the axial direction of the beam body.
請求項3に記載の吊り足場装置の組立方法において、
前記奥側の縦梁を幅方向に沿わせつつ、前記手前側の縦梁と前記奥側の縦梁の前記固定孔を対向させた状態で、前記固定孔に前記連結ピンを挿入して、前記奥側の縦梁を前記手前側の縦梁に対して水平方向に回転自在に連結する工程と、
前記奥側の縦梁を前記手前側の縦梁に対して直列になるように回転させてから、前記手前側の縦梁と前記奥側の縦梁の前記回り止め孔に前記回転止めピンを挿入して、前記奥側の縦梁を前記手前側の縦梁に対して回転不能に固定する工程とを含む
ことを特徴とする吊り足場装置の組立方法。
The method for assembling a suspended scaffolding device according to claim 3,
Inserting the connecting pin into the fixing hole with the fixing hole of the front longitudinal beam and the back longitudinal beam facing each other while aligning the back longitudinal beam in the width direction, a step of rotatably connecting the rear vertical beam to the front vertical beam in a horizontal direction;
After rotating the rear vertical beam so that it is in series with the front vertical beam, insert the rotation stopper pin into the detent hole of the front vertical beam and the rear vertical beam. A method for assembling a suspended scaffolding device, comprising the step of: inserting the back side vertical beam to the front side vertical beam so that it cannot rotate.
請求項4から6のいずれか一項に記載の吊り足場装置の組立方法において、
前記手前側の縦梁の前記第一連結部材の前記第一回転片と、前記奥側の縦梁の前記第二連結部材の前記第二回転片とをそれぞれ横向き姿勢とする工程と、
前記奥側の縦梁を幅方向に沿わせつつ、前記手前側の縦梁の前記第一回転片と前記奥側の縦梁の前記第二回転片の前記一方の連結孔を対向させた状態で、前記一方の連結孔に前記第一連結ピンを挿入して、前記奥側の縦梁を前記手前側の縦梁に対して水平方向に回転自在に連結する工程と、
前記奥側の縦梁を前記手前側の縦梁に対して直列になるように回転させてから、前記手前側の縦梁の前記第一回転片と前記奥側の縦梁の前記第二回転片の前記他方の連結孔を対向させた状態で、前記他方の連結孔に前記第二連結ピンを挿入して、前記奥側の縦梁を前記手前側の縦梁に対して回転不能に固定する工程とを含む
ことを特徴とする吊り足場装置の組立方法。
The method for assembling a suspended scaffolding device according to any one of claims 4 to 6,
a step of setting the first rotating piece of the first connecting member of the front vertical beam and the second rotating piece of the second connecting member of the back vertical beam in a horizontal position, respectively;
A state in which the first rotating piece of the near side vertical beam and the one connecting hole of the second rotating piece of the back side vertical beam are opposed to each other while the back side vertical beam is aligned in the width direction. and inserting the first connecting pin into the one connecting hole to connect the back vertical beam to the front vertical beam so as to be rotatable in a horizontal direction;
After rotating the rear vertical beam so that it is in series with the front vertical beam, the first rotating piece of the front vertical beam and the second rotation of the rear vertical beam. With the other connection holes of the pieces facing each other, the second connection pin is inserted into the other connection hole, and the rear longitudinal beam is fixed non-rotatably to the front longitudinal beam. A method for assembling a suspended scaffolding device, comprising the steps of:
JP2022095281A 2022-06-13 2022-06-13 Suspended scaffolding device and method for assembling suspended scaffolding device Active JP7161641B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2022095281A JP7161641B1 (en) 2022-06-13 2022-06-13 Suspended scaffolding device and method for assembling suspended scaffolding device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2022095281A JP7161641B1 (en) 2022-06-13 2022-06-13 Suspended scaffolding device and method for assembling suspended scaffolding device

Publications (2)

Publication Number Publication Date
JP7161641B1 JP7161641B1 (en) 2022-10-26
JP2023181900A true JP2023181900A (en) 2023-12-25

Family

ID=83782327

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2022095281A Active JP7161641B1 (en) 2022-06-13 2022-06-13 Suspended scaffolding device and method for assembling suspended scaffolding device

Country Status (1)

Country Link
JP (1) JP7161641B1 (en)

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07103679B2 (en) * 1990-09-28 1995-11-08 株式会社新成工業 Suspension scaffold assembly method and scaffold material used for it
JPH0882089A (en) * 1994-09-13 1996-03-26 Yuichi Dojo Unit scaffold and connected structure of same
JPH1113275A (en) * 1997-06-27 1999-01-19 Kawatetsu Kizai Kogyo Kk Aerial expansion type suspended scaffold and its construction
JP2004332210A (en) * 2003-04-30 2004-11-25 Komuragumi:Kk Suspended frame for scaffold
JP2015028284A (en) * 2013-07-02 2015-02-12 日鐵住金建材株式会社 Panel for suspended scaffold
JP3223667U (en) * 2019-08-09 2019-10-24 日綜産業株式会社 Suspended scaffold device and suspended scaffold unit
JP2020012322A (en) * 2018-07-19 2020-01-23 株式会社新成工業 Auxiliary pipe installing tool and standard erecting structure
US20200224436A1 (en) * 2015-10-06 2020-07-16 Paul Kristen, Inc. Foldable quad-chord truss
WO2021045221A1 (en) * 2019-09-06 2021-03-11 三菱パワー株式会社 Work scaffolding installation structure inside boiler furnace
JP7049016B1 (en) * 2021-07-01 2022-04-06 株式会社クリス・コーポレーション Suspended scaffolding
JP7049017B1 (en) * 2021-07-01 2022-04-06 株式会社クリス・コーポレーション Hanging bracket for temporary scaffolding

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07103679B2 (en) * 1990-09-28 1995-11-08 株式会社新成工業 Suspension scaffold assembly method and scaffold material used for it
JPH0882089A (en) * 1994-09-13 1996-03-26 Yuichi Dojo Unit scaffold and connected structure of same
JPH1113275A (en) * 1997-06-27 1999-01-19 Kawatetsu Kizai Kogyo Kk Aerial expansion type suspended scaffold and its construction
JP2004332210A (en) * 2003-04-30 2004-11-25 Komuragumi:Kk Suspended frame for scaffold
JP2015028284A (en) * 2013-07-02 2015-02-12 日鐵住金建材株式会社 Panel for suspended scaffold
US20200224436A1 (en) * 2015-10-06 2020-07-16 Paul Kristen, Inc. Foldable quad-chord truss
JP2020012322A (en) * 2018-07-19 2020-01-23 株式会社新成工業 Auxiliary pipe installing tool and standard erecting structure
JP3223667U (en) * 2019-08-09 2019-10-24 日綜産業株式会社 Suspended scaffold device and suspended scaffold unit
WO2021045221A1 (en) * 2019-09-06 2021-03-11 三菱パワー株式会社 Work scaffolding installation structure inside boiler furnace
JP7049016B1 (en) * 2021-07-01 2022-04-06 株式会社クリス・コーポレーション Suspended scaffolding
JP7049017B1 (en) * 2021-07-01 2022-04-06 株式会社クリス・コーポレーション Hanging bracket for temporary scaffolding

Also Published As

Publication number Publication date
JP7161641B1 (en) 2022-10-26

Similar Documents

Publication Publication Date Title
JP7289048B2 (en) structural modular building connectors
CN107532418B (en) Connector for modular building structures
JP3198969U (en) scaffold
JP5506154B2 (en) Articulated work platform support system, work platform system, and method using the same
US5617931A (en) Modular scaffolding system
RU2521085C2 (en) Counterweight blocks and counterweight units for cranes
EP3359756A1 (en) Quad-chord truss and platform containing same
US20190242128A1 (en) Modular Truss
JP3223667U (en) Suspended scaffold device and suspended scaffold unit
JP2023181900A (en) Suspended scaffold device and method for assembling suspended scaffold device
JP4683595B2 (en) Mounting method of handrail on frame scaffold
JP2000160861A (en) Connection mechanism of temporary set floor panel
JP2016113229A (en) Counterweight device of crane
KR20160000312A (en) Scaffolding
JP2023533044A (en) blade plate fastener
US20050077108A1 (en) Horizontal support member for tube and clamp scaffold assembly
JPH1122182A (en) Built-up construction of hanging scaffold
GB2207480A (en) Beam scaffold structure
JP4111516B2 (en) Simple assembly type scaffolding
WO2009093835A2 (en) Lifting frame for a crane using a truss member
US20240052648A1 (en) Scaffolding device and method of assembling scaffolding device
CA1296373C (en) Modular scaffolding platform and truss frame components therefor
JP2022030008A (en) Scaffold board for temporary scaffold
JP2022046033A (en) Precast floor slab and method for laying the same
JP2022182576A (en) Suspended scaffold construction method and device for construction

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20220613

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20220613

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20220809

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20220902

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20220920

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20221014

R150 Certificate of patent or registration of utility model

Ref document number: 7161641

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150