JPH10152981A - Vertically moving scaffold - Google Patents

Vertically moving scaffold

Info

Publication number
JPH10152981A
JPH10152981A JP31526396A JP31526396A JPH10152981A JP H10152981 A JPH10152981 A JP H10152981A JP 31526396 A JP31526396 A JP 31526396A JP 31526396 A JP31526396 A JP 31526396A JP H10152981 A JPH10152981 A JP H10152981A
Authority
JP
Japan
Prior art keywords
scaffold
lifting
base
locking
support
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
JP31526396A
Other languages
Japanese (ja)
Other versions
JP3220397B2 (en
Inventor
Yoshinori Fukada
義徳 深田
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 JP31526396A priority Critical patent/JP3220397B2/en
Publication of JPH10152981A publication Critical patent/JPH10152981A/en
Application granted granted Critical
Publication of JP3220397B2 publication Critical patent/JP3220397B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Movable Scaffolding (AREA)

Abstract

PROBLEM TO BE SOLVED: To simplify scaffold assembly works at high places, and to improve workability while easily carrying out operation in all height by fitting a scaffold base to a plurality of supports, lifting and lowering and retaining the scaffold base to the supports by lifting-lowering driving means installed among the upper sections of each support and the scaffold base. SOLUTION: A pair of left-right supports 2 are disposed in upright at an interval, and a scaffold base 1, on which scaffold floors 6 are placed, is fitted to each support 2 by lifting-lowering frames 5 forming support fitting sections. A hanging lever 13 constituting one of lifting-lowering driving means 8 and composed of H-steel fixed detachably at the upper ends of the supports 2 through connecting members 12 consisting of H-steel. The lifting-lowering driving means 8 mounted among the upper sections of each support 2 and the scaffold base 1 are operated, wire ropes 33 are wound by winches loaded on beam materials 3A, 3B... unified on a foundation, the scaffold base 1 is elevated up to a section in the vicinity of the upper ends of the supports 2 as a horizontal state is left as it is held while using the scaffold base 1 as an integral article, and the scaffold base 1 is retained to the supports 2 by retaining means 7.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、構造物の側壁、天
井、屋根等を構築する際などに使用される昇降式足場に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a lifting type scaffold used for constructing a side wall, a ceiling, a roof and the like of a structure.

【0002】[0002]

【従来の技術】従来、工場や倉庫などの外側壁を構築す
る際、仮設足場が使用される。この足場は、外側壁に沿
って夫々適宜間隔で立設した支柱と、各支柱間にわたっ
て架設した梁材と、梁材上に設けた足場床とから成って
いる。そして、各支柱の上端間に梁材を架設する場合、
一般的には梁材をクレーン車等により吊上げ、高所で連
結作業を行っている。また、足場を解体する場合も、ク
レーン車等により梁材を吊った状態で、支柱との連結を
解除している。
2. Description of the Related Art Conventionally, when constructing an outer wall of a factory or a warehouse, a temporary scaffold is used. This scaffold is composed of pillars erected at appropriate intervals along the outer wall, a beam material spanning between the pillars, and a scaffold floor provided on the beam material. And when installing a beam between the upper ends of the columns,
Generally, beams are lifted by a crane truck or the like, and connection work is performed at high places. Also, when the scaffold is dismantled, the connection with the support is released while the beam is suspended by a crane truck or the like.

【0003】さらには、足場の組立て方法として、支柱
は当初地上に横臥状に配置し、梁材を支柱に対して平面
視直交状に配置した後、支柱の上側に位置する端部(上
端)とこれに対応する梁材の下側の端部とを回動可能に
連結し、その後、梁材を水平状態にしてクレーン車等に
より吊上げ、地面から持上げると、支柱がその自重によ
って梁材に対して回動し、支柱が立設状態になる。そこ
で、支柱を梁材の真下に位置させ、支柱と梁材の未連結
端部相互を連結して、立設状の支柱上端に梁材を組立て
る方法が提案されている(例えば特公平4−29830
号公報参照)。
Further, as a method of assembling the scaffold, the strut is initially laid on the ground, and the beam is arranged perpendicular to the strut in plan view, and then the end (upper end) located above the strut. And the corresponding lower end of the beam material are connected rotatably, and then the beam material is suspended in a horizontal state by a crane truck or the like and lifted from the ground, and the strut is supported by its own weight. , And the column is in an upright state. In view of this, a method has been proposed in which the support is positioned directly below the beam, and the unsupported ends of the support and the beam are connected to each other to assemble the beam at the upper end of the upright support (for example, Japanese Patent Application Publication No. HEI-4-4). 29830
Reference).

【0004】[0004]

【発明が解決しようとする課題】ところで、上記従来技
術の前者では、支柱と梁材の位置合せ及び連結作業、或
いは解体作業を高所で行わなければならず、作業性が悪
い。他方、従来技術の後者では、クレーン車等の揚重機
が不可欠で、広い作業面積を必要とし、大掛かりな工事
となり、狭い場所では採用し難い。
However, in the former of the prior art, the work of positioning and connecting the column and the beam or the work of disassembling must be performed at a high place, resulting in poor workability. On the other hand, in the latter case of the prior art, a hoist such as a crane truck is indispensable, requires a large work area, requires large-scale construction, and is difficult to adopt in a narrow place.

【0005】本発明は、上述のような実状に鑑みてなさ
れたもので、その目的とするところは、足場台を地上で
組み立てておいて高所での足場組立作業を少なくかつ簡
素化して、作業性の向上を図ると共に、足場台を昇降し
てあらゆる高さでの作業が簡単にでき、足場台と支柱と
の連結・分離も容易な昇降式足場を提供するにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above situation, and an object of the present invention is to assemble a scaffolding stand on the ground and to reduce and simplify scaffolding work at high places. An object of the present invention is to provide a lift-type scaffold capable of improving workability, easily performing work at any height by moving the scaffold up and down, and easily connecting and separating the scaffold and the support.

【0006】[0006]

【課題を解決するための手段】本発明では、上記課題を
解決するために、次の技術的手段を講じた。即ち、本発
明は、間隔をおいて立設する複数本の支柱と、各支柱に
嵌合する支柱嵌合部を有しかつ足場床を載置する足場台
と、各支柱の上部と足場台との間に設けられて支柱に対
して足場台を昇降する昇降駆動手段と、支柱に対して足
場台を昇降した位置で係止する係止手段とを有すること
を特徴としている(請求項1)。
According to the present invention, the following technical measures have been taken to solve the above-mentioned problems. That is, the present invention provides a plurality of pillars standing at intervals, a scaffolding platform having a pillar fitting portion fitted to each pillar and mounting a scaffold floor, an upper part of each pillar and a scaffolding platform. And lifting means for raising and lowering the scaffold with respect to the support, and locking means for locking the scaffold with respect to the support at a position where the scaffold is raised and lowered. ).

【0007】この場合、足場台は複数の支柱嵌合部をそ
れぞれ支柱に嵌合した状態で組立てられ、また支柱が立
設される。各支柱の上部と足場台との間に昇降駆動手段
を設け、この昇降駆動手段を介して足場台を支柱に対し
て上昇させ、上昇位置で係止手段により支柱に係止させ
る。そして、前記支柱が、上下方向複数段に着脱自在に
継ぎ足してあることを特徴としている(請求項2)こと
により、各支柱の上部と昇降駆動手段との関係を解除し
て、支柱の上端に継ぎ支柱を継ぎ足し、その継ぎ支柱の
上端に昇降駆動手段を連結し、再び足場台を上昇させて
目的作業高さまで移動し、係止手段で支柱に係止する。
[0007] In this case, the scaffold is assembled with a plurality of column fitting portions fitted to the columns, and the columns are erected. Elevating drive means is provided between the upper portion of each support and the scaffolding base, and the scaffold base is raised with respect to the support via the elevating drive means, and is locked to the support by the locking means at the ascending position. The strut is detachably attached to a plurality of stages in the up-down direction (Claim 2), so that the relationship between the upper portion of each strut and the lifting / lowering driving means is released, and the strut is provided at the upper end of the strut. The connecting strut is added, the lifting drive means is connected to the upper end of the connecting strut, the scaffold is raised again, moved to the target working height, and locked to the support by the locking means.

【0008】前記駆動手段が、支柱の上端に着脱自在に
取付けられた吊杆と、該吊杆に取付けられた上部滑車
と、足場台に取付けられた下部滑車と、足場台に載設さ
れたウィンチと、一端側がウィンチのドラムに巻かれ、
かつ他端が下部滑車から上部滑車に巻掛けられた後に足
場台に固定されたワイヤロープとを有することを特徴と
している(請求項3)ことにより、ウィンチの運転によ
り、ワイヤロープが巻取り或いは巻戻され、足場台が支
柱に対して円滑にかつ水平状態で昇降する。
[0008] The drive means is mounted on a scaffold base, a hanging rod detachably attached to an upper end of a pillar, an upper pulley mounted on the hanging rod, a lower pulley mounted on a scaffold base. Winch and one end wrapped around the winch drum,
And the other end has a wire rope fixed to the scaffolding stand after being wound around the upper pulley from the lower pulley (claim 3). It is rewound, and the scaffold is raised and lowered smoothly and horizontally with respect to the support.

【0009】前記係止手段が、各支柱に設けられた上下
方向多数の係止体と、足場台に設けられていて係止体と
係合可能な係止フックと、この係止フックを係脱操作す
る操作手段とを有することを特徴としている(請求項
4)ことにより、足場台を任意の高さに停止して支柱に
架設でき、操作手段で係止フックの係脱を行うことがで
きる。
The locking means includes a plurality of locking members provided in each column in the vertical direction, a locking hook provided on the scaffolding base and capable of engaging with the locking members, and the locking hooks. With the operating means for detaching, the scaffolding stand can be stopped at an arbitrary height and installed on a column, and the engaging hook can be engaged and disengaged by the operating means. it can.

【0010】[0010]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。図1〜図6は、本発明の第1の実
施形態を示し、昇降式足場は、左右一対の支柱2,2
と、中間梁材3、出し梁材4,4及び昇降フレーム5,
5を一体化した足場台1と、足場台1上に載置される足
場床6と、足場台1に設けられていて支柱2と係脱自在
に係止する係止手段7、並びに支柱2,2に対して足場
台1を昇降させる昇降駆動手段8とにより主構成されて
いる。
Embodiments of the present invention will be described below with reference to the drawings. FIGS. 1 to 6 show a first embodiment of the present invention.
And the intermediate beam 3, the extending beams 4, 4 and the elevating frame 5,
5, a scaffolding floor 6 placed on the scaffolding base 1, a locking means 7 provided on the scaffolding base 1 and engaging with and disengaging from the strut 2, and the strut 2 , 2 and the lifting drive means 8 for raising and lowering the scaffold base 1.

【0011】前記支柱2は、4本の管材からなる主材9
を、互いに間隔をもって平行に配し、管材からなる束材
10及びラチス材11により上下方向端からみて四角形
となるように、相互に連結一体化したものである。支柱
2の一側面(左右対向面)の各束材は、図5に示してい
るように、上下方向に一定の間隔で互いに平行に梯子状
に設けられ、係止体10Aを構成しており、各係止体1
0Aの間にラチス材11が設けられていない。
The column 2 is composed of a main member 9 composed of four pipes.
Are arranged parallel to each other with an interval therebetween, and are mutually connected and integrated by a bundle material 10 made of a tube material and a lattice material 11 so as to form a square when viewed from the upper and lower ends. As shown in FIG. 5, the bundles on one side surface (left and right opposing surfaces) of the column 2 are provided in a ladder shape parallel to each other at regular intervals in the vertical direction, and constitute a locking body 10A. , Each locking body 1
The lattice material 11 is not provided between 0A.

【0012】また、前記支柱2の上端には、H形鋼から
なる連結材12を介して、昇降駆動手段8の1つを構成
するH形鋼からなる吊杆(吊ビーム)13が着脱可能に
固着されている。そして、足場台1の位置をさらに高く
するときには、連結材12及び吊杆13を取外して、継
ぎ支柱2A(図5に2点鎖線で示す)を連結し、支柱を
長くして継ぎ支柱2Aの上端に連結材12を介して吊杆
13を取付ける。
A suspension rod (suspension beam) 13 made of H-shaped steel constituting one of the lifting / lowering driving means 8 is detachably attached to the upper end of the column 2 via a connecting member 12 made of H-shaped steel. It is stuck to. When the position of the scaffolding base 1 is to be further raised, the connecting members 12 and the hanging rods 13 are removed, and the connecting posts 2A (indicated by two-dot chain lines in FIG. 5) are connected. The suspension rod 13 is attached to the upper end via the connecting member 12.

【0013】なお、図1、図2に示すように、支柱2
は、構造物Bの外側壁に沿って適宜間隔で立設され、隣
接する構造物との間隔が狭くとも、足場を配置すること
ができる。そして、一方の支柱に沿ってその外側に仮設
階段Lが立設されている。前記左右支柱2は、構造物B
の外側壁に対して遠近方向にレールを敷設しておき、そ
のレールに傾倒しない立設状態でかつ移動可能に取付け
るか、または、地面上に直接立設する。
As shown in FIG. 1 and FIG.
Are erected at appropriate intervals along the outer wall of the structure B, and a scaffold can be arranged even if the distance between adjacent structures is small. A temporary staircase L is erected along one of the columns on the outside thereof. The left and right columns 2 are structured B
A rail is laid in the perspective direction with respect to the outer wall of the vehicle, and the rail is erected on the rail so as not to incline and is movably mounted, or is erected directly on the ground.

【0014】前記足場台1の本体部分を構成する中間梁
材3は、5組の梁材3A,3B,3C,3D,3Eを連
結一体化したものであり、左右の張出し梁材4は、夫々
2組の梁材4A,4Bを連結一体化したものであって、
中央の梁材3Cを除き同形状同寸法とされている。前記
梁材3Cは、駆動手段8を構成するウィンチ14,14
を搭載するもので、他の梁材よりも短いが、構造的には
変わるところはない。
The intermediate beam 3 constituting the main body of the scaffold 1 is formed by connecting and integrating five sets of beams 3A, 3B, 3C, 3D and 3E. Two sets of beam members 4A and 4B are connected and integrated, respectively,
Except for the central beam 3C, they have the same shape and dimensions. The beam 3C is provided with winches 14, 14 constituting the driving means 8.
It is shorter than other beams, but there is no structural change.

【0015】即ち、これらの梁材3A〜3E,4A,4
Bは、4本の管材からなる主材15を、互いに間隔をも
って平行に配し、管材からなる束材16及びラチス材1
7により、長手方向端側からみて四角形となるように、
相互に連結一体化したもので、各主材15の長手方向両
端には、夫々円板状の接続フランジ18が溶着されてい
る。
That is, these beam members 3A to 3E, 4A, 4
B shows a main member 15 made of four pipes arranged in parallel with a space between each other, and a bundle 16 made of pipes and a lattice material 1.
7 so that it is square when viewed from the longitudinal end side,
Disc-shaped connecting flanges 18 are welded to both ends of each main member 15 in the longitudinal direction.

【0016】そして、梁材3Aと3B、梁材3Dと3E
及び梁材4Aと4Bは、夫々図4に示すように、上下方
向に延びるH形鋼材からなる中間連結材19を介して、
ボルト・ナット(図示省略)により連結されている。中
間連結材19の上端部には、撓み防止ワイヤロープ20
を連結する取付孔21が設けられ、前記ロープ20の一
端がターンバックル22及びシャックル23を介して着
脱可能に連結されている。また、24は補強ブラケット
で、主材15と接続フランジ18を連結している。
The beams 3A and 3B and the beams 3D and 3E
As shown in FIG. 4, the beam members 4 </ b> A and 4 </ b> B are respectively connected via an intermediate connecting member 19 made of an H-shaped steel member extending in the vertical direction.
They are connected by bolts and nuts (not shown). At the upper end of the intermediate connecting member 19, a bending-preventing wire rope 20 is provided.
Is provided, and one end of the rope 20 is detachably connected via a turnbuckle 22 and a shackle 23. Reference numeral 24 denotes a reinforcing bracket connecting the main member 15 and the connection flange 18.

【0017】前記足場床6は、各梁材3,4上に管材か
らなる支持材25(ころがしパイプ)を介して着脱可能
に取付けられる。前記昇降フレーム5は支柱2に嵌合す
るための支柱嵌合部を形成するものであり、図4〜図6
に示すように、4本のH形鋼からなるフレーム材26
を、前記支柱2の外側に互いに間隔をもって平行に配
し、上下方向3ヵ所の外側でL形鋼からなる連結材27
により、上下方向端からみて四角形となるように、相互
に連結一体化すると共に、各フレーム材26の対向内側
面に互いに対向するようにL形鋼からなる昇降案内部材
28を固着したものである。
The scaffold floor 6 is detachably mounted on each of the beams 3 and 4 via a support member 25 (rolling pipe) made of a tubular material. The lifting frame 5 forms a column fitting portion for fitting to the column 2, and is shown in FIGS.
As shown in the figure, a frame member 26 made of four H-section steels
Are arranged parallel to each other outside of the support column 2 at an interval, and a connecting member 27 made of L-shaped steel is formed outside the three places in the vertical direction.
As a result, the vertical guide members 28 made of L-shaped steel are fixed to the opposed inner surfaces of the respective frame members 26 so as to be opposed to each other so as to form a square when viewed from the upper and lower ends. .

【0018】昇降フレーム5のフレーム材26の各外側
フランジ26A下半部には、前記梁材3A,3E,4A
の接続フランジ18が、ボルト・ナット(図示省略)に
より分離可能に連結されている。なお、足場台1は、昇
降フレーム5を地上に位置させた状態で、フレーム材2
6と梁材3A,3E,4Aとを連結一体化して組立てら
れる。足場台1は組立てた後にその支柱嵌合部に支柱2
を挿入するか、支柱2に昇降フレーム5を嵌合してから
足場台1を組立てるかされる。
The lower half of each outer flange 26A of the frame member 26 of the lifting frame 5 is provided with the beam members 3A, 3E, 4A.
Are connected separably by bolts and nuts (not shown). In addition, the scaffold stand 1 holds the frame material 2 with the lifting frame 5 positioned on the ground.
6 and the beam members 3A, 3E, 4A are connected and integrated to be assembled. After the scaffold 1 is assembled, the support 2
Is inserted, or the scaffold base 1 is assembled after the lifting frame 5 is fitted to the support column 2.

【0019】また、昇降フレーム5の中間梁材3連結側
のフレーム材26下部間には、係止手段7を構成する前
後一対の略三角形板状の係止フック29の下端が、軸3
0を介して回動可能に取付けられている。前記係止手段
7は、支柱2側の係止体10Aと、昇降フレーム5に設
けられた前記係止フック29と、係止フック29を係止
体10Aにロックする方向に付勢するコイルばね39A
と、係止フック29を係止体10Aに対して係脱(主に
離脱操作)させる操作手段とを有する。
The lower ends of a pair of front and rear substantially triangular plate-shaped locking hooks 29 constituting the locking means 7 are provided between the lower portions of the frame members 26 on the side of the intermediate beam member 3 of the lifting frame 5.
It is mounted so as to be rotatable through the zero. The locking means 7 includes a locking body 10A on the column 2 side, the locking hook 29 provided on the elevating frame 5, and a coil spring for urging the locking hook 29 in the locking direction with the locking body 10A. 39A
And operating means for engaging and disengaging (mainly releasing operation) the locking hook 29 with respect to the locking body 10A.

【0020】この操作手段は、梁材4Aのフレーム5側
端部に軸30と平行にかつ回動可能に取付けられたフッ
ク係脱操作軸35と、該操作軸35にこれと直交状に下
端を固着した係脱駆動ハンドル36及び上端を固着した
係脱駆動レバー37と、該レバー37の下端と前記フッ
ク29の上端部とを連結するコイルばね及びワイヤから
なる連結部材38と、前記ハンドル36の戻しばね39
Bとを有する。
The operating means comprises a hook engaging / disengaging operation shaft 35 attached to the end of the beam member 4A on the side of the frame 5 so as to be rotatable in parallel with the shaft 30 and a lower end orthogonal to the operation shaft 35. And a connecting member 38 comprising a coil spring and a wire connecting the lower end of the lever 37 and the upper end of the hook 29, and the handle 36 Return spring 39
B.

【0021】したがって、前記ハンドル36は図4中矢
印イで示す方向に常時付勢され、係止フック29のロッ
ク状態が保持される。そして、前記ハンドル36を、図
4に矢印ロで示す方向に押動操作することにより、連結
部材38が係止フック29の上端を同図4中矢印ハ方向
に引張るので、係止フック29が係止体10Aから外
れ、支柱2と昇降フレーム5の連結が解かれ、下降可能
な状態となる。
Accordingly, the handle 36 is constantly urged in the direction shown by the arrow A in FIG. 4, and the locked state of the locking hook 29 is maintained. Then, by pushing the handle 36 in the direction shown by the arrow B in FIG. 4, the connecting member 38 pulls the upper end of the locking hook 29 in the direction of arrow C in FIG. The support 2 and the elevating frame 5 are released from the locking body 10A, so that the column can be lowered.

【0022】なお、前記駆動ハンドル36を、図4中矢
印イ方向に戻すことにより、前記駆動レバー37及び連
結部材38を介して係止フック29が係止体10Aと係
合する方向に回動し、係止体10Aとの係合が可能な状
態となる。係止フック29はコイルばね39Aにより係
止体10Aに常時係合する方向に付勢されており、図外
のストッパによって係合方向の回動が一定角度で規制さ
れ、かつ係止体10A側上面が傾斜面に形成されてい
る。
By returning the drive handle 36 in the direction of arrow a in FIG. 4, the locking hook 29 is rotated through the drive lever 37 and the connecting member 38 in the direction of engagement with the locking body 10A. Then, it becomes possible to engage with the locking body 10A. The locking hook 29 is urged by a coil spring 39A in a direction in which it is always engaged with the locking body 10A. A stopper (not shown) restricts the rotation in the engaging direction at a fixed angle, and the locking body 10A side. The upper surface is formed as an inclined surface.

【0023】従って、足場台1を上昇させることによ
り、係止フック29は順次上位の係止体10Aと係脱を
繰り返しながら係合させることができ、係脱駆動ハンド
ル36を操作しなくても、足場台1を上昇させた位置で
支柱2にロックさせることができる。なお、足場台1の
上昇を停止して係止フック29を係止体10Aに係止し
た状態で、昇降フレーム5と支柱2とをピンを貫通して
連結してもよい。
Accordingly, by raising the scaffolding base 1, the locking hook 29 can be engaged with the upper locking body 10A sequentially while repeatedly engaging and disengaging, so that the engaging and disengaging drive handle 36 is not required to be operated. The scaffold base 1 can be locked to the column 2 at the raised position. In addition, the lifting frame 5 and the support 2 may be connected to each other through the pins in a state where the lifting of the scaffold base 1 is stopped and the locking hook 29 is locked to the locking body 10A.

【0024】昇降フレーム5には、係止フック29の上
方のフレーム材26間に前記軸30と平行な固定軸31
が固定され、該軸31に下部滑車32が回転自在に取付
けられており、下部滑車32の上方にワイヤロープ33
の一端が部材34を介して取付けられている。前記昇降
駆動手段8は、ウィンチ14と、一端側がウィンチドラ
ムに巻かれ、他端が昇降フレーム5に固着されたワイヤ
ロープ33と、ワイヤロープ33が巻掛けられた下部滑
車32及び吊杆13に吊金具40及びシャックル41を
介して着脱可能に取付けられた上部滑車42とにより構
成されている。なお、この昇降駆動手段8は、図示して
いないが右側の昇降フレーム5及び支柱2にも設けられ
ている。そして、図3に示す左右ウィンチ14,14は
同期運転され、足場台1が水平状態で円滑に昇降される
ようになっている。
The lifting frame 5 has a fixed shaft 31 parallel to the shaft 30 between the frame members 26 above the locking hooks 29.
And a lower pulley 32 is rotatably mounted on the shaft 31. A wire rope 33 is provided above the lower pulley 32.
Is attached via a member 34. The lifting drive means 8 includes a winch 14, a wire rope 33 having one end wound around a winch drum and the other end fixed to the lifting frame 5, a lower pulley 32 around which the wire rope 33 is wound, and a suspension rod 13. It comprises an upper pulley 42 detachably attached via a hanging bracket 40 and a shackle 41. The elevation drive means 8 is also provided on the right elevation frame 5 and the support 2 (not shown). Then, the left and right winches 14, 14 shown in FIG. 3 are operated synchronously, so that the scaffold 1 is raised and lowered smoothly in a horizontal state.

【0025】前記第1の実施形態においては、基礎43
上で、梁材3A,3B,3C,3D,3E及び昇降フレ
ーム5を連結一体化し、ウィンチ14,14を搭載し、
昇降フレーム5の上端と梁材3,4とを、シャックル2
3,44、ターンバックル22,45を介して撓み防止
ワイヤ20により連結して足場台1を組立て、足場床6
を支持材25を介して梁材3,4上に載設し、係止フッ
ク29と駆動レバー37を連結部材38により連結して
係止手段7を完成させる。
In the first embodiment, the base 43
Above, the beams 3A, 3B, 3C, 3D, 3E and the lifting frame 5 are connected and integrated, and winches 14, 14 are mounted.
The upper end of the lifting frame 5 and the beam members 3 and 4 are
3 and 44, the scaffold 1 is assembled via the turn-buckles 22 and 45 by the deflection preventing wire 20, and the scaffold 1 is assembled.
Is mounted on the beams 3 and 4 via the support member 25, and the locking hook 29 and the drive lever 37 are connected by the connecting member 38 to complete the locking means 7.

【0026】この組立てた足場台1の昇降フレーム5内
に最下段を構成する左右の支柱2,2の下端を挿入し、
この支柱2,2を基礎43に立設固定する。または、予
め立設固定した支柱2,2に昇降フレーム5を嵌合す
る。この立設した支柱2,2の上端、又はこの支柱2,
2にさらに上段の支柱2,2を継ぎ足してその上端に、
連結材12及び吊杆13を取付け、吊杆13に上部滑車
42を連結し、ワイヤロープ33を下部滑車32から上
部滑車42に巻掛けてその端部を部材34を介して昇降
フレーム5に固定し、足場台1と左右支柱2,2との間
に設ける昇降駆動手段8を完成させる。
Insert the lower ends of the left and right supporting columns 2 and 2 constituting the lowermost stage into the elevating frame 5 of the assembled scaffolding base 1;
The columns 2, 2 are erected and fixed to the foundation 43. Alternatively, the elevating frame 5 is fitted to the columns 2, which are erected and fixed in advance. The upper end of this standing support 2,2 or this support 2,2
2 and the upper pillars 2 and 2 are added to the upper end,
The connecting member 12 and the hanging rod 13 are attached, the upper pulley 42 is connected to the hanging rod 13, the wire rope 33 is wound around the lower pulley 32 on the upper pulley 42, and the end is fixed to the lifting frame 5 via the member 34. Then, the lifting / lowering drive means 8 provided between the scaffolding base 1 and the left and right columns 2, 2 is completed.

【0027】そして、昇降駆動手段8を作動してウィン
チ14,14を同時に運転開始し、ワイヤロープ33を
ウィンチドラムに巻取ることにより、足場台1を一体物
として水平状態を保持したまま上昇させ、支柱2,2の
上端近くまで上昇させた後に、係止手段7で足場台1を
支柱2,2に係止させる。この状態で足場台1が所要の
高さに達しておれば、足場床6上から建造物の構築作業
に入る。所要の高さに達していなければ、またさらに上
位の作業をする場合には、連結材12及び吊杆13を一
旦取り外し、図5に2点鎖線で示すように、支柱2,2
に上段の継ぎ支柱2Aを継ぎ足し、再び連結材12及び
吊杆13を取付け、前記と同様に足場台1を上昇させ
る。
Then, the lifting and lowering drive means 8 is operated to simultaneously start the operation of the winches 14, 14, and the wire rope 33 is wound around the winch drum, thereby ascending the scaffold base 1 as an integral body while maintaining the horizontal state. After being raised to near the upper ends of the columns 2, the scaffold 1 is locked to the columns 2 and 2 by the locking means 7. In this state, if the scaffolding platform 1 has reached a required height, construction work starts from above the scaffolding floor 6. If the required height has not been reached, or if a higher level work is to be performed, the connecting member 12 and the suspension rod 13 are once removed, and as shown by a two-dot chain line in FIG.
, The connecting member 12 and the hanging rod 13 are attached again, and the scaffold 1 is raised in the same manner as described above.

【0028】足場台1を上昇させて作業位置に配置した
状態では、足場台1上で作業をする他に、足場台1の下
方には足場は仮設されないので、地上から同時作業をす
ることができる。次に、足場台1を降下させる場合は、
操作手段で係止フック29を図4中矢印ハで示す方向に
操作して、係止手段7を係止解除(フリー)状態とし、
前記ウィンチ14を逆転してワイヤロープ33を巻戻
す。
In the state where the scaffold 1 is raised and placed in the work position, in addition to working on the scaffold 1, no scaffold is temporarily provided below the scaffold 1, so that simultaneous work from the ground can be performed. it can. Next, when lowering the scaffold stand 1,
By operating the locking hook 29 in the direction indicated by the arrow C in FIG. 4 with the operating means, the locking means 7 is unlocked (free),
The winch 14 is reversed and the wire rope 33 is rewound.

【0029】前記昇降式足場は、足場床6上に作業員だ
けでなく構築資材を積載して、足場台1を荷役装置(エ
レベータ)として活用することができる。また、係止手
段7の係止フック20にロープ(操作手段を構成する)
を連結し、昇降駆動手段8のウィンチ14,14用操作
レバーにもロープを連結しておいて、それらの解除及び
操作を足場台1上又は地上からのロープの引き操作で遠
隔操作するようにしたり、ラジオコントローラで遠隔操
作するようにしたりすることもできる。
In the lifting type scaffold, not only workers but also construction materials are loaded on the scaffold floor 6, and the scaffold base 1 can be used as a cargo handling device (elevator). Also, a rope (constituting an operating means) is attached to the locking hook 20 of the locking means 7.
The ropes are also connected to the operating levers for the winches 14, 14 of the lifting drive means 8, and their release and operation can be remotely controlled by pulling the rope from the scaffolding stand 1 or from the ground. Or, it can be controlled remotely by a radio controller.

【0030】このように、昇降式足場1の組立てをクレ
ーン車等を使用することなく、簡単にかつ能率的に行う
ことができ、仮設場所が狭い所でも容易に組立てること
ができるほか、構築資材の揚重設備を併設せずに、組立
て作業をすることができ、高所作業を可及的に少なく
し、作業性の向上を図れる。図7、図8は、本発明の第
2の実施形態の要部を示し、第1実施形態と異なるとこ
ろは、足場台1の昇降フレーム5が梁材3,4と同一の
ものが使用され、支柱2の平面視形状が長方形であり、
第1実施形態より安価に製作できるようになっている点
である。
In this way, the assembling of the elevating scaffold 1 can be performed easily and efficiently without using a crane truck or the like. Without assembling the lifting equipment, the work at height can be reduced as much as possible, and the workability can be improved. FIGS. 7 and 8 show a main part of a second embodiment of the present invention. The difference from the first embodiment is that the lifting frame 5 of the scaffold 1 is the same as the beams 3 and 4. , The shape of the support 2 in plan view is rectangular,
The point is that it can be manufactured at a lower cost than the first embodiment.

【0031】すなわち、足場台1は、昇降フレーム5の
フレーム材26が4本の管材を水平に互いに平行に間隔
をもって配され、管材からなる束材27A及びラチス材
27Bにより左右方向端からみて正四角形となるよう
に、相互に連結一体化してフレーム材26の両端に接続
フランジ46を固着し、フレーム材26の内側対向内面
にL形鋼からなる昇降案内部材28を固着して支柱嵌合
部を形成しており、支柱2は前後フレーム材26間に入
りかつ強度を確保するために、主材9を左右方向に長い
長方形に配置している。
That is, in the scaffolding base 1, the frame member 26 of the elevating frame 5 is formed by arranging four tube members horizontally and in parallel with each other at an interval, and is viewed from the right and left ends by the bundle member 27A and the lattice member 27B made of the tube members. The connection flange 46 is fixed to both ends of the frame member 26 so as to form a square shape, and the connecting flange 46 is fixed to both ends of the frame member 26. The main member 9 is arranged in a rectangular shape that is long in the left-right direction so that the column 2 enters between the front and rear frame members 26 and secures strength.

【0032】図7、図8に2点鎖線で示す70は第2係
止手段であり、この第2係止手段70は、支柱2の前後
面に固着された上下方向に等間隔で複数のピン孔47を
有する係止板48と、昇降フレーム5の上側フレーム材
26の前後外側面に固着されたピン孔49を有する板状
係止体50と、前記両ピン孔47,49に貫通された嵌
脱自在の係止ピン51とにより構成され、支柱2に第1
の係止手段7で係止された状態の足場台1を、係止ピン
51で支柱2に強固に連結することができるようになっ
ている。
7 and 8, reference numeral 70 denotes a second locking means. The second locking means 70 is fixed to the front and rear surfaces of the column 2 at a plurality of positions at equal intervals in the vertical direction. A locking plate 48 having a pin hole 47, a plate-shaped locking body 50 having a pin hole 49 fixed to the front and rear outer surfaces of the upper frame member 26 of the elevating frame 5, and a penetrating through the pin holes 47, 49. And a locking pin 51 which can be fitted and removed.
The scaffold base 1 locked by the locking means 7 can be firmly connected to the column 2 by locking pins 51.

【0033】また、図7に2点鎖線で示す80は第2昇
降駆動手段であり、吊杆13に吊環52を取付け、これ
にシャックル53を介して手動式(又は電動式)巻上機
54を吊下け、その巻上げワイヤロープ55の吊下端に
吊フック56を取付け、この吊フック56を、昇降フレ
ーム5の下側主材26に固着した吊金具57の掛止め孔
58に係脱自在に嵌入するように構成している。
Reference numeral 80 shown by a two-dot chain line in FIG. 7 denotes a second lifting / lowering driving means. A suspension ring 52 is attached to the suspension rod 13, and a manual (or electric) hoist 54 is attached thereto via a shackle 53. And a hanging hook 56 is attached to the lower end of the hoisting wire rope 55, and the hanging hook 56 is detachably engageable with a hook hole 58 of a hanger 57 fixed to the lower main member 26 of the lifting frame 5. It is configured so as to fit into.

【0034】図7、図8に示す第2係止手段70及び第
2昇降駆動手段80は、第1実施形態にも採用すること
ができ、第1の係止手段7及び昇降駆動手段8と併用し
てもよい。支柱2,2Aの主材9,9Aの連結構造は、
図9に示すように、主材9端に固着した左ねじナット5
9と、主材9A端に固着した右ねじナット60に、左ね
じ部61及び右ねじ部62を両端に備えた連結ボルト6
3を螺合させており、足場台1の昇降に支障が生じない
ような連結構造となっている。梁材3,4の連結構造
も、図9に示すような、ねじ機構とすることができる。
The second locking means 70 and the second lifting / lowering driving means 80 shown in FIGS. 7 and 8 can be adopted in the first embodiment. You may use together. The connection structure of the main members 9, 9A of the columns 2, 2A is as follows.
As shown in FIG. 9, the left-hand thread nut 5 fixed to the end of the main member 9
9 and a right-handed screw nut 60 fixed to the end of the main member 9A, a connecting bolt 6 having a left-handed thread 61 and a right-handed thread 62 at both ends.
3 are screwed together, and have a connection structure that does not hinder the lifting and lowering of the scaffold base 1. The connection structure of the beam members 3 and 4 can also be a screw mechanism as shown in FIG.

【0035】なお、本発明は前記実施の形態に限定され
るものではなく、種々変形することができる。例えば、
前記支柱2は3本以上でもよく、それに対応して足場台
1に昇降フレーム(支柱嵌合部)5を設けておく。足場
台1は中間梁材3の両端に支柱嵌合部を形成し、張出梁
材4のないものでもよい。支柱2の係止体10Aの反対
側にも主材9間に複数の係止体を梯子状に設け、これに
対応して別個の係止手段を構成し、支柱2の左右両側に
おいて昇降フレーム5を係止させてもよい。
The present invention is not limited to the above embodiment, but can be variously modified. For example,
The number of the columns 2 may be three or more, and an elevating frame (a column fitting portion) 5 is provided on the scaffolding base 1 correspondingly. The scaffolding base 1 may have strut fitting portions formed at both ends of the intermediate beam member 3 and may not have the overhanging beam member 4. A plurality of locking members are provided in the form of a ladder between the main members 9 also on the opposite side of the locking member 10A of the support 2, and separate locking means are configured correspondingly thereto, and the lifting frame is provided on both left and right sides of the support 2. 5 may be locked.

【0036】[0036]

【発明の効果】本発明によれば、間隔をおいて立設する
複数本の支柱と、各支柱に嵌合する支柱嵌合部を有しか
つ足場床を載置する足場台と、各支柱の上部と足場台と
の間に設けられて支柱に対して足場台を昇降する昇降駆
動手段と、支柱に対して足場台を昇降した位置で係止す
る係止手段とを有するので、足場台を地上で組立ててそ
の支柱嵌合部を立設した支柱に嵌合し、両者間に設けた
昇降駆動手段を作動するだけで、足場台を目的作業高さ
まで昇降でき、足場を地上で簡単にかつ能率的に組立て
ることができ、組立て時の高所作業を可及的に少なくし
て作業性の向上を図ることができ、比較的狭い足場スペ
ースでも足場を簡単に設置できるほか、足場台の下方で
同時作業をしたり、足場を構造物の構築資材の昇降即ち
運搬用エレベータとして使用したりできる。
According to the present invention, there are provided a plurality of columns which are erected at intervals, a column having a column fitting portion for fitting to each column, and a platform for mounting a scaffold floor, and Since there are lifting drive means provided between the upper part of the scaffold and the scaffolding table for raising and lowering the scaffolding table with respect to the support, and locking means for locking the scaffolding table at the position where the scaffolding table is raised and lowered with respect to the support, The scaffold can be raised and lowered to the target working height simply by fitting the pillar fitting part to the upright standing pillar and operating the lifting drive means provided between them, making it easy to lift the scaffold on the ground. It is possible to assemble efficiently and to improve the workability by minimizing the work at heights during assembly, and to easily install the scaffold even in a relatively narrow scaffold space. Simultaneous work underneath, elevators for lifting or transporting building materials for structures It can be or used to.

【0037】また、支柱が上下方向複数段に着脱自在に
継ぎ足してあるので、少ない部材であらゆる高さの足場
を構成できる。さらに、駆動手段が、支柱の上端に着脱
自在に取付けられた吊杆と、該吊杆に取付けられた上部
滑車と、足場台に取付けられた下部滑車と、足場台に載
設されたウィンチと、一端側がウィンチのドラムに巻か
れ、かつ他端が下部滑車から上部滑車に巻掛けられた後
に足場台に固定されたワイヤロープとを有するので、簡
単な構成で足場台を支柱に対して円滑にかつ水平状態に
昇降することができる。
Further, since the pillars are detachably attached to a plurality of steps in the vertical direction, a scaffold of any height can be constructed with a small number of members. Further, the driving means includes a hanging rod detachably attached to the upper end of the column, an upper pulley attached to the hanging rod, a lower pulley attached to the scaffold base, and a winch mounted on the scaffold base. Has a wire rope fixed to the scaffold after one end is wound around the winch drum and the other end is wound from the lower sheave to the upper sheave, so that the scaffold can be smoothly moved with respect to the strut with a simple structure. And can be moved up and down horizontally.

【0038】さらにまた、係止手段が、各支柱に設けら
れた上下方向多数の係止体と、足場台に設けられていて
係止体と係合可能な係止フックと、この係止フックを係
脱操作する操作手段とを有するので、足場台を任意の高
さに停止して支柱に架設でき、操作手段で係止フックの
係脱を行うことができ、足場台の昇降操作が容易にでき
る。
Still further, a plurality of locking members provided on each support column in the vertical direction, locking hooks provided on the scaffolding base and capable of engaging with the locking members, Operating means for engaging and disengaging the scaffolding platform, the scaffolding platform can be stopped at an arbitrary height and installed on a column, and the locking hooks can be engaged and disengaged by the operating system, making it easy to move the scaffolding platform up and down Can be.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の第1実施形態を示す全体正面図であ
る。
FIG. 1 is an overall front view showing a first embodiment of the present invention.

【図2】図1の右側面図である。FIG. 2 is a right side view of FIG.

【図3】図1のA部拡大図である。FIG. 3 is an enlarged view of a portion A in FIG. 1;

【図4】図1のB部拡大詳細図である。FIG. 4 is an enlarged detailed view of a portion B in FIG. 1;

【図5】図4の右側面拡大図である。FIG. 5 is an enlarged right side view of FIG. 4;

【図6】図4のC−C線断面拡大図である。FIG. 6 is an enlarged cross-sectional view taken along line CC of FIG. 4;

【図7】本発明の第2実施形態の要部を示す正面図であ
る。
FIG. 7 is a front view showing a main part of a second embodiment of the present invention.

【図8】図7のD−D線断面図である。FIG. 8 is a sectional view taken along line DD of FIG. 7;

【図9】支柱の主材相互連結構造の一例を示す断面図で
ある。
FIG. 9 is a cross-sectional view illustrating an example of a main material interconnecting structure of a pillar.

【符号の説明】[Explanation of symbols]

1 足場台 2 支柱 2A 継ぎ支柱 3 中間梁材 4 張出し梁材 5 昇降フレーム 6 足場床 7 係止手段 8 昇降駆動手段 10A 係止体 13 吊杆 14 ウィンチ 20 撓み防止ワイヤ 29 係止フック 32 下部滑車 33 ワイヤロープ 36 係脱駆動ハンドル 38 連結部材 42 上部滑車 DESCRIPTION OF SYMBOLS 1 Scaffolding stand 2 Prop 2A Joint prop 3 Intermediate beam 4 Overhang beam 5 Elevating frame 6 Scaffolding floor 7 Locking means 8 Lifting driving means 10A Locking body 13 Hanging rod 14 Winch 20 Flexure prevention wire 29 Locking hook 32 Lower pulley 33 Wire rope 36 Disengagement drive handle 38 Connecting member 42 Upper pulley

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 間隔をおいて立設する複数本の支柱と、
各支柱に嵌合する支柱嵌合部を有しかつ足場床を載置す
る足場台と、各支柱の上部と足場台との間に設けられて
支柱に対して足場台を昇降する昇降駆動手段と、支柱に
対して足場台を昇降した位置で係止する係止手段とを有
することを特徴とする昇降式足場。
1. A plurality of pillars standing upright at intervals,
A scaffolding base having a strut fitting portion fitted to each strut and mounting a scaffold floor; and a lifting drive means provided between an upper part of each strut and the scaffolding base for elevating the scaffolding stand relative to the strut. And a locking means for locking the scaffold base at a position raised and lowered with respect to the support column.
【請求項2】 前記支柱が、上下方向複数段に着脱自在
に継ぎ足してあることを特徴とする請求項1に記載の昇
降式足場。
2. The elevating scaffold according to claim 1, wherein the column is detachably attached to a plurality of stages in a vertical direction.
【請求項3】 前記駆動手段が、支柱の上端に着脱自在
に取付けられた吊杆と、該吊杆に取付けられた上部滑車
と、足場台に取付けられた下部滑車と、足場台に載設さ
れたウィンチと、一端側がウィンチのドラムに巻かれ、
かつ他端が下部滑車から上部滑車に巻掛けられた後に足
場台に固定されたワイヤロープとを有することを特徴と
する請求項1に記載の昇降式足場。
3. The driving means includes a suspension rod detachably attached to an upper end of a support, an upper pulley attached to the suspension rod, a lower pulley attached to a scaffold base, and mounted on the scaffold base. Winch and one end wrapped around the winch drum,
The lifting scaffold according to claim 1, further comprising a wire rope fixed to the scaffolding base after the other end is wound around the upper pulley from the lower pulley.
【請求項4】 前記係止手段が、各支柱に設けられた上
下方向多数の係止体と、足場台に設けられていて係止体
と係合可能な係止フックと、この係止フックを係脱操作
する操作手段とを有することを特徴とする請求項1に記
載の昇降式足場。
4. The locking means comprises: a plurality of locking members provided on each support column in the vertical direction; a locking hook provided on a scaffolding base and capable of engaging with the locking member; The lifting / lowering scaffold according to claim 1, further comprising an operation means for engaging and disengaging the scaffold.
JP31526396A 1996-11-26 1996-11-26 Elevating scaffold Expired - Fee Related JP3220397B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31526396A JP3220397B2 (en) 1996-11-26 1996-11-26 Elevating scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31526396A JP3220397B2 (en) 1996-11-26 1996-11-26 Elevating scaffold

Publications (2)

Publication Number Publication Date
JPH10152981A true JPH10152981A (en) 1998-06-09
JP3220397B2 JP3220397B2 (en) 2001-10-22

Family

ID=18063330

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31526396A Expired - Fee Related JP3220397B2 (en) 1996-11-26 1996-11-26 Elevating scaffold

Country Status (1)

Country Link
JP (1) JP3220397B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013117137A (en) * 2011-12-05 2013-06-13 Ohbayashi Corp Lifting device used for assembling cargo lift for building demolition work, cargo lift for building demolition work and assembly method thereof
JP2013170371A (en) * 2012-02-20 2013-09-02 Akihiro Fukada Work platform and assembly construction method thereof
JP2019082071A (en) * 2017-10-31 2019-05-30 矢作建設工業株式会社 Scaffold lifting device
CN113356078A (en) * 2021-07-07 2021-09-07 甘肃路桥建设集团有限公司 Bridge pier column reinforcement rack
CN114673340A (en) * 2022-03-15 2022-06-28 北京城建亚泰金典建设工程有限公司 Track mechanism for attached scaffold

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013117137A (en) * 2011-12-05 2013-06-13 Ohbayashi Corp Lifting device used for assembling cargo lift for building demolition work, cargo lift for building demolition work and assembly method thereof
JP2013170371A (en) * 2012-02-20 2013-09-02 Akihiro Fukada Work platform and assembly construction method thereof
JP2019082071A (en) * 2017-10-31 2019-05-30 矢作建設工業株式会社 Scaffold lifting device
CN113356078A (en) * 2021-07-07 2021-09-07 甘肃路桥建设集团有限公司 Bridge pier column reinforcement rack
CN114673340A (en) * 2022-03-15 2022-06-28 北京城建亚泰金典建设工程有限公司 Track mechanism for attached scaffold
CN114673340B (en) * 2022-03-15 2023-08-18 北京城建亚泰金典建设工程有限公司 Rail mechanism for attached scaffold

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