JPH07122333B2 - Assembling method of scaffold and assembly table used for this - Google Patents

Assembling method of scaffold and assembly table used for this

Info

Publication number
JPH07122333B2
JPH07122333B2 JP5162384A JP16238493A JPH07122333B2 JP H07122333 B2 JPH07122333 B2 JP H07122333B2 JP 5162384 A JP5162384 A JP 5162384A JP 16238493 A JP16238493 A JP 16238493A JP H07122333 B2 JPH07122333 B2 JP H07122333B2
Authority
JP
Japan
Prior art keywords
gate
assembling
shaped building
assembly
assembly frame
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.)
Expired - Lifetime
Application number
JP5162384A
Other languages
Japanese (ja)
Other versions
JPH0718841A (en
Inventor
誠三 塩田
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.)
SHIOTA KOGYO KK
Original Assignee
SHIOTA KOGYO KK
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 SHIOTA KOGYO KK filed Critical SHIOTA KOGYO KK
Priority to JP5162384A priority Critical patent/JPH07122333B2/en
Publication of JPH0718841A publication Critical patent/JPH0718841A/en
Publication of JPH07122333B2 publication Critical patent/JPH07122333B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/007Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Movable Scaffolding (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、足場の組立方法及びこ
れに使用する組立台に係り、詳しくは門型建枠を複数列
及び複数段に組み立てることにより足場を製作する際の
作業性の向上を図るための技術に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a scaffold assembling method and an assembling table used therefor, and more particularly, to a workability in manufacturing a scaffold by assembling a gate-shaped building frame in a plurality of rows and a plurality of stages. Technology related to improvement

【0002】[0002]

【従来の技術】近年においては、建築現場等に設置され
る足場として、種々のものが提案され或いは実用化され
ているが、この種の足場の一例として、例えば図10に示
すような鋼性の足場が実用に供されている。同図におけ
る符号(イ)で示すものは当該足場の正面図であり、符
号(ロ)で示すものは当該足場の側面図である。
2. Description of the Related Art In recent years, various types of scaffolds to be installed at construction sites have been proposed or put into practical use. As an example of this type of scaffold, for example, a steel material as shown in FIG. The scaffold of is used for practical use. The reference numeral (a) in the figure is a front view of the scaffold, and the reference numeral (b) is a side view of the scaffold.

【0003】また、上記の足場は、図11に示す門型建枠
100 を複数列及び複数段に組み立てることにより製作さ
れるものであり、この門型建枠100 は、所定間隔を隔て
て両側に配置された立設管101,101 と、この双方の立設
管101,101 を補強する補強管102,102 と, その上端を連
結する連結管103 とから構成されている。
The above scaffold is a gate-type building frame shown in FIG.
It is manufactured by assembling 100 in a plurality of rows and a plurality of stages, and this gate-shaped building frame 100 includes standing pipes 101 and 101 arranged on both sides at a predetermined interval and both standing pipes 101 and 101. It is composed of reinforcing pipes 102, 102 for reinforcement and a connecting pipe 103 for connecting the upper ends thereof.

【0004】そして、下段に配置される門型建枠100 の
立設管101,101 の上端部7c,7d に、上段に配置される門
型建枠100 の立設管101,101 の脚部 (開口部)7a,7bが嵌
合されて、上下段が連結されるものであると共に、図10
に示すように、横方向に相互に隣接配置される複数列の
門型建枠100 は、交差状に配置される筋かい8により連
結されるものである。
Then, the upper end portions 7c, 7d of the standing pipes 101, 101 of the gate-shaped building frame 100 arranged in the lower stage are connected to the legs (openings) of the standing pipes 101, 101 of the gate-shaped building frame 100 arranged in the upper stage. 7a and 7b are fitted together, and the upper and lower stages are connected together.
As shown in FIG. 5, the plurality of rows of gate-shaped building frames 100 arranged adjacent to each other in the lateral direction are connected by the braces 8 arranged in a cross shape.

【0005】このような構成の足場を組み立てる際に
は、先ず、最下段の複数列の門型建枠100 を筋かい8に
より連結し、次に、2段目の各門型建枠100 や布板104
などの部材を上方に持ち上げて、作業者が上方でこれら
の部材を前記最下段の門型建枠100 に連結し、このよう
に1段ずつ上方に組み立てていくのが従来の組立方法で
あった。尚、図10に示すように、各門型建枠100 の上端
に敷設される布板104 は、作業者が歩行するためのもの
である。
When assembling a scaffold having such a structure, first, the lowermost multi-row gate-shaped building frames 100 are connected by braces 8, and then the second-stage gate-shaped building frames 100 and Cloth 104
The conventional assembling method is to raise members such as the above upwards, connect the members to the above-mentioned gate-shaped building frame 100 at the lowest stage and assemble them one by one in this manner. It was As shown in FIG. 10, the cloth plate 104 laid on the upper end of each gate-shaped building frame 100 is for a worker to walk.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、上記例
示の足場の組立方法のように各部材を上方に持ち上げて
1段ずつ連結固定していく方法によれば、各部材をクレ
ーンで持ち上げた後に作業者が上方でクレーンから取り
外し、当該上方で組み立てる作業が不可欠となり、作業
者に強いられる負担が大きくなると共に、上方の段に進
行するに連れて作業者は高所で作業をせねばならず、危
険な状態での作業を余儀なくされるという問題を有して
いる。
However, according to the method of lifting each member upward and connecting and fixing them one step at a time as in the above-described method of assembling the scaffold, the work is performed after each member is lifted by the crane. It is indispensable for the worker to remove it from the crane at the top and assemble it at the top, which increases the burden on the worker, and the worker must work at a high place as he goes up. It has a problem that it is forced to work in a dangerous state.

【0007】また、最初に複数の門型建枠100 を所定寸
法離間させた状態で筋かい8により連結固定する作業
は、従来は何ら位置決め台や仮置き台等を使用していな
かった関係上、隣接相互間の寸法が正確になるように各
門型建枠100 を仮置きして、これらが倒れないようにし
ながら筋かい8により連結固定していくことは、極めて
困難な作業であり、作業能率の悪化や作業時間の長期化
を招いていた。
Further, the work of connecting and fixing the plurality of gate-shaped building frames 100 with the braces 8 in a state where they are separated from each other by a predetermined size at the beginning is related to the fact that conventionally no positioning table or temporary table is used. , It is extremely difficult to temporarily place each gate-shaped building frame 100 so that the dimensions between adjacent ones are accurate, and to fix them by braces 8 while preventing them from falling down. This resulted in deterioration of work efficiency and prolongation of work time.

【0008】本発明は、足場の組立作業の安全性の向上
を図ると共に、作業者に強いられる負担を軽減し、更に
は、作業能率の向上を図ることを技術的課題とするもの
である。
It is a technical object of the present invention to improve the safety of the scaffolding assembling work, reduce the burden imposed on the worker, and further improve the work efficiency.

【0009】[0009]

【課題を解決するための手段】本発明は、上記技術的課
題を達成するため、以下に示すように構成したことを特
徴とする。
The present invention is characterized in that it has the following structure in order to achieve the above technical objects.

【0010】即ち、第1の本発明に係る門型建枠を使用
した組立方法は、横方向に複数列の門型建枠を仮置きし
且つこれらを筋かいにより仮組みして組立枠体を製作す
る作業を、上段、中段及び下段についてそれぞれ独立し
て地上で行うようにすると共に、先ず、地上に存する中
段組立枠体の上方に、上段組立枠体を載せて、この双方
の対向端部を連結して上中段組立枠体を製作し、次に、
地上に存する下段組立枠体の上方に、前記上中段組立枠
体を載せて、この双方の対向端部を連結して上中下段組
立枠体を製作し、最終工程として、この製作した3段分
の上中下段組立枠体を1ユニットとして取り扱って足場
を組み立てていくようにしたものである。
That is, in the assembling method using the gate-type building frame according to the first aspect of the present invention, the gate-type building frames of a plurality of rows are temporarily placed in the lateral direction and these are temporarily assembled by the braces to form an assembly frame body. The upper, middle, and lower stages are to be independently manufactured on the ground, and first, the upper assembly frame is placed above the middle assembly frame existing on the ground, and the opposite ends of both are assembled. Connect the parts to produce the upper middle stage assembly frame, then,
The upper middle tier assembly frame is placed above the lower tier assembly frame existing on the ground, and the opposite ends of the upper and lower tier assembly frames are connected to produce the upper, middle, and lower tier assembly frame. The scaffold is assembled by treating the upper, middle, and lower assembly frames as one unit.

【0011】第2の本発明に係る足場の組立方法に使用
する組立台は、複数列の門型建枠の脚部が載置される載
置板と、この載置板の上方に設けられて各々の門型建枠
の脚部を一定間隔で係止する複数の係止部と、前記載置
板の上方に固定された所定高さを有する足載台とを備え
たものである。
The assembly table used in the method of assembling a scaffold according to the second aspect of the present invention is provided with a mounting plate on which the legs of a plurality of rows of gate-shaped building frames are mounted, and above the mounting plate. And a plurality of locking portions for locking the legs of each gate-shaped building frame at regular intervals, and a footrest having a predetermined height fixed above the mounting plate.

【0012】[0012]

【作用】上記第1の発明に係る足場の組立方法による
と、上段,中段及び下段の3段の組み立てを行うに際し
て、上段、中段及び下段の各門型建枠の筋かいによる仮
組みを地上で行い、所要のタイミングで上段組立枠体を
適宜吊り上げ、地上に存在する中段組立枠体の上方に載
せて双方を連結固定し、この後、この連結固定した上中
段組立枠体を所要のタイミングで適宜吊り上げ、地上に
存在する下段組立枠体の上方に前記上中段組立枠体を載
せて双方を連結固定し、これにより3段分の上中下段組
立枠体を1ユニットとして得る。この場合、各段の門型
建枠の上端には適宜布板が装着される。
According to the scaffold assembling method according to the first aspect of the present invention, when assembling the upper, middle and lower three stages, the temporary assembly by the braces of the upper, middle and lower gate-shaped building frames is performed on the ground. Then, the upper assembly frame is appropriately lifted at the required timing, placed above the middle assembly frame existing on the ground to connect and fix both, and then this connected and fixed upper middle assembly frame is provided at the required timing. Then, the upper middle stage assembly frame is placed above the lower stage assembly frame existing on the ground and both are connected and fixed, whereby three stages of the upper middle lower stage assembly frame are obtained as one unit. In this case, a cloth plate is appropriately attached to the upper end of each gate-shaped building frame.

【0013】そしてこの後は、再び上記と同様にして3
段分の1ユニットを順次作成し、更にこれらの各ユニッ
トを適宜選択的に吊り上げて連結固定すると同時に、設
置場所に固定することにより、足場の組立作業が完了す
る。
After this, again, in the same manner as above, 3
The scaffolding assembly work is completed by sequentially creating one unit for each stage, and then selectively hoisting and connecting and fixing each of these units at the same time and fixing them at the installation place.

【0014】一方、上記第2の発明に係る組立台による
と、前述の足場の組立作業を行うに際して、地上で各門
型建枠を筋かいにより仮組みする場合には、当該組立台
を地上に置いて、この組立台の載置板に一定間隔で形成
された複数の係止部に、複数列の門型建枠の脚部つまり
既述の図11に示す立設管101 下端部を係止させる。これ
により、各門型建枠は一定間隔おきに立設した状態で仮
置きされる。
On the other hand, according to the assembly table of the second aspect of the present invention, when the above-mentioned scaffolds are assembled, when each gate-shaped building frame is temporarily assembled by braces on the ground, the assembly table is assembled on the ground. Then, the plurality of rows of the legs of the gate-shaped building frame, that is, the lower end portion of the standing pipe 101 shown in FIG. 11 described above are attached to the plurality of locking portions formed on the mounting plate of the assembly table at regular intervals. Lock it. As a result, each gate-shaped building frame is temporarily placed in a state of standing upright at regular intervals.

【0015】この後は、地上に居る作業者が筋かいによ
り各門型建枠の相互間を連結させて仮組みするが、この
仮組みした各門型建枠が吊り上げられた場合には、組立
台は自重により係止状態を解除されて地上に残存する。
この場合、作業者が筋かいにより各門型建枠を連結させ
る際に、作業者の背が低いことに起因して、門型建枠の
上端連結箇所まで手が届かなくなる場合には、作業者は
載置板に取り付けられている所定高さを有する足載台の
上面(又はその上方に適宜仮敷きした布板等)に載って
作業をすることにより、上記の連結箇所に手が届くこと
になる。
After this, an operator on the ground connects the gate-shaped building frames to each other temporarily by bracing and temporarily assembles them. However, when the temporarily assembled gate-shaped building frames are lifted, The assembly base is released from the locked state by its own weight and remains on the ground.
In this case, when the worker connects the gate-shaped building frames by bracing, if the operator cannot reach the upper end connection part of the gate-shaped building frame due to the shortness of the worker, The person can reach the above-mentioned connecting point by working on the upper surface (or a cloth board temporarily laid as appropriate above it) of the footrest having a predetermined height attached to the placing board. It will be.

【0016】[0016]

【実施例】以下、本発明の実施例を図面に基づいて説明
する。尚、本発明に係る組立方法並びにその組立台が適
用されるのは、既述の図11に示す門型建枠100 を使用し
てなる足場である。
Embodiments of the present invention will be described below with reference to the drawings. The assembling method and the assembling table according to the present invention are applied to the scaffolding using the portal frame 100 shown in FIG. 11 described above.

【0017】先ず、図1及び図2に基づいて、本発明に
係る足場の組立方法に使用される組立台1について説明
すると、この組立台1の基体2は、矩形の枠組体であっ
て、その両側方には、長手方向に延びる第1載置板3と
第2載置板4とが所定寸法離間して平行に配設されてい
る。この双方の載置板3,4の離間寸法は、既述の門型
建枠100 の幅、つまり門型建枠100 の両側の脚部7a,
7b (図4参照) の相互間寸法に対応している。
First, referring to FIGS. 1 and 2, an assembly table 1 used in the method of assembling a scaffold according to the present invention will be described. The base body 2 of the assembly table 1 is a rectangular frame, A first placing plate 3 and a second placing plate 4, which extend in the longitudinal direction, are arranged in parallel on both sides thereof with a predetermined distance therebetween. The distance between the two mounting plates 3 and 4 is determined by the width of the portal frame 100 described above, that is, the leg portions 7a on both sides of the portal frame 100,
It corresponds to the mutual dimension of 7b (see FIG. 4).

【0018】そしてこの実施例では、前記2つの載置板
のうちの第1載置板3の上面に、一定間隔おきに図例で
は4個の係止突起(係止部)5が突設されており、更に
第1載置板3と第2載置板4とに跨がって図例では4個
の足載台6が固定されている。そして、これらの足載台
6は、コ字形に屈曲形成されており、その上面部6aは
所定の高さとなるようにその形状が設定されている。
In this embodiment, four locking protrusions (locking portions) 5 are projected on the upper surface of the first mounting plate 3 of the two mounting plates at regular intervals. Further, four foot mounts 6 are fixed in the illustrated example across the first mounting plate 3 and the second mounting plate 4. The footrests 6 are bent and formed in a U shape, and the shape of the upper surface portion 6a is set so as to have a predetermined height.

【0019】次に、本発明に係る足場の組立方法につい
て説明する。第1工程として、図3に示すように、上段
に並列配置される複数の門型建枠100 の大径筒部である
一方の脚部7aを、地上に置かれた上述の組立台1の第
1載置板3の係止突起5に外嵌して係止させる。この
時、前記各門型建枠100 の他方の脚部7bは、前記組立
台1の第2載置板4の上面に載る。
Next, a method of assembling the scaffold according to the present invention will be described. As a first step, as shown in FIG. 3, one leg portion 7a, which is a large-diameter cylinder portion of the plurality of gate-shaped building frames 100 arranged in parallel in the upper stage, is attached to the above-mentioned assembly table 1 placed on the ground. The locking protrusions 5 of the first mounting plate 3 are externally fitted and locked. At this time, the other leg 7b of each gate-shaped building frame 100 is placed on the upper surface of the second mounting plate 4 of the assembly table 1.

【0020】そして、各門型建枠100 の相互間を、筋か
い8により交差状に連結して3列の上段組立枠体10を
仮組みする。この場合、前記組立台1の各係止突起5の
高さは、門型建枠100 に固定された筋かい取付用のピン
9が邪魔にならないように設定されている。また、作業
者の背が低いことに起因して、門型建枠100 の上側のピ
ン9に手が届かない場合には、作業者が足載台6の所定
高さ部である上面6a(又はその上方に敷設された布板
等)に載ることにより、上側のピン9と筋かい8との連
結作業を容易に行うことができる。
Then, the gate-shaped building frames 100 are connected to each other in a cross shape by braces 8 to temporarily assemble three rows of the upper stage assembly frames 10. In this case, the heights of the respective locking projections 5 of the assembly table 1 are set so that the bracing pin 9 fixed to the gate-shaped building frame 100 does not get in the way. Further, when the operator cannot reach the upper pin 9 of the gate-shaped building frame 100 due to the shortness of the operator's height, the operator has the upper surface 6a (which is the predetermined height portion of the footrest 6). Alternatively, the work of connecting the upper pin 9 and the braces 8 can be easily performed by placing the upper pin 9 and the braces 8 thereon.

【0021】この後、必要に応じて、クランプと単管な
どを使用してなる壁繋ぎを、所定の位置に取り付けてお
く。
Thereafter, if necessary, a wall connection using a clamp and a single pipe is attached to a predetermined position.

【0022】第2工程として、図4に示すように、この
仮組みした上段の各門型建枠の組立枠体10を、クレー
ン等の揚重装置11で吊り上げる。この時に使用される
吊支部材12は、図5に示すように、縦方向に延びる支
持杆13に対して垂直水平方向に延びる8本の吊下体1
4を固定し、支持杆13の長手方向中央部にワイヤーや
ロープが引っ掛けられる引掛部15を取り付けたもので
ある。
As a second step, as shown in FIG. 4, the temporarily assembled assembly frame body 10 for each gate-shaped building frame is lifted by a lifting device 11 such as a crane. As shown in FIG. 5, the suspension support member 12 used at this time includes eight suspension bodies 1 extending in the vertical and horizontal directions with respect to the support rod 13 extending in the vertical direction.
4 is fixed, and a hooking portion 15 on which a wire or a rope is hooked is attached to the central portion of the supporting rod 13 in the longitudinal direction.

【0023】そして、前記8本の吊下体14には、それ
ぞれの門型建枠100 の上端部が鎖状体やワイヤー等の可
撓性条体Wを介して吊り下げ支持されるものであり、こ
の吊り下げ支持がセットされた後に、布板16が門型建
枠100 の上端に敷設される。
The upper end of each gate-shaped building frame 100 is suspended and supported by the eight suspension bodies 14 via a flexible strip W such as a chain or a wire. After the suspension support is set, the cloth plate 16 is laid on the upper end of the gate-shaped building frame 100.

【0024】第3工程として、図6に示すように、中段
に並列配置される上記と同一個数の複数列の門型建枠10
0 を、地上において前記組立台1を使用して筋かい8に
より仮組みし、3列の中段組立枠体17を製作する。
As a third step, as shown in FIG. 6, a plurality of rows of gate-shaped building frames 10 arranged in parallel in the middle tier in the same number as above.
0 is temporarily assembled on the ground by the braces 8 using the assembling table 1 to manufacture the three-stage middle stage assembly frame body 17.

【0025】尚、上述の第2工程と第3工程とを入れ替
えて、先に中段組立枠体17を製作し、その後に上段組
立枠体10を吊り上げるようにしてもよい。この場合に
は、中段組立枠体17を地上で仮組みするために、別途
準備された他の組立台1が使用されることになる。
The second step and the third step described above may be replaced with each other, the middle stage assembly frame 17 may be manufactured first, and then the upper stage assembly frame 10 may be lifted. In this case, in order to temporarily assemble the middle stage assembly frame body 17 on the ground, another separately prepared assembly base 1 is used.

【0026】第4工程として、上述の仮組みした中段組
立枠体17の上方に、上段組立枠体10を揚重装置11
により降ろして、中段組立枠体17の各門型建枠100 の
上端部7c(7d)に、上段組立枠体10の脚部7a
(7b)を嵌入させて連結固定し、上中段組立枠体18
を製作する(図6参照)。この後、中段の門型建枠100
の布板16を挿入して敷設する。
As a fourth step, the upper stage assembly frame 10 is lifted above the temporarily assembled middle stage assembly frame 17 and the lifting device 11 is installed.
And the leg portion 7a of the upper stage assembly frame body 10 on the upper end portion 7c (7d) of each gate-shaped building frame 100 of the middle stage assembly frame body 17
(7b) is fitted and connected and fixed, and the upper middle stage assembly frame body 18
Is manufactured (see FIG. 6). After this, the middle gate-shaped building frame 100
The cloth plate 16 of is inserted and laid.

【0027】第5工程として、図7に示すように、この
連結した上中段組立枠体18を上述の吊支部材12及び
揚重装置11で吊り上げて、待機しておく。この時、同
図に示すように、後述する作業に必要な布板や筋かい等
の部材Xを、その重量バランス等を考慮に入れて、中段
組立枠体17の中央列の布板16の上面に載置してゴム
等で仮止めしておく。
As a fifth step, as shown in FIG. 7, the connected upper middle stage assembly frame 18 is hoisted by the above-mentioned hoisting support member 12 and the lifting device 11, and stands by. At this time, as shown in the figure, the members X such as cloth plates and braces necessary for the work to be described later are taken into consideration in consideration of the weight balance and the like, and Place it on the upper surface and temporarily fix it with rubber.

【0028】第6工程として、下段に並列配置される上
記と同一個数の複数列の門型建枠100 を、地上において
上述の組立台1を使用して筋かい8により仮組みし、3
列の下段組立枠体19を製作する。
In the sixth step, the same number of rows of the gate-shaped building frames 100 arranged in parallel at the lower stage are temporarily assembled on the ground by the braces 8 using the above-mentioned assembly table 1 and 3
The lower assembly frame body 19 of the row is manufactured.

【0029】この場合、前記第5工程と第6工程とを入
れ替えて、下段組立枠体19を製作した後に、上中段組
立枠体18を吊り上げるようにしてもよい。
In this case, the fifth step and the sixth step may be replaced with each other, and after the lower stage assembly frame body 19 is manufactured, the upper middle stage assembly frame body 18 may be lifted.

【0030】第7工程として、この仮組みした下段組立
枠体19の上方に、前記連結した上中段組立枠体18を
降ろして、双方の対向端部を連結固定し、上中下段組立
枠体20を製作する。
As a seventh step, the connected upper and middle assembly frame body 18 is lowered above the temporarily assembled lower assembly frame body 19, and the opposite end portions of both are connected and fixed to each other, and the upper middle and lower assembly frame body is assembled. Produce 20.

【0031】そしてこの後は、図8に示すように、前記
連結固定された3段分の上中下段組立枠体20を1ユニ
ットとして、上述の吊支部材12及び揚重装置11で吊
り上げ、地上に設置されている他の上中下段組立枠体2
0に対して、順次連結固定していく。
After this, as shown in FIG. 8, the three fixed upper and lower assembly frames 20 for connection are fixed as one unit and lifted by the above-mentioned suspension support member 12 and lifting device 11. Other upper, middle and lower assembly frames 2 installed on the ground
For 0, it will be fixed sequentially.

【0032】この連結固定を行う手順としては、図9に
示すように、1列分の隙間Sを開けて、上中下段組立枠
体20を上方に連結し、この隙間Sにおける筋かい8の
連結と布板16の敷設とは、既述のように中段組立枠体
17の中央列の布板16に仮止めされている部材Xの中
から、必要とする筋かい8及び布板16を作業者が取り
出して、前記隙間Sに対して所定の作業を行う。
As shown in FIG. 9, as a procedure for connecting and fixing, the space S for one row is opened, the upper middle lower assembly frame 20 is connected upward, and the braces 8 in this space S are connected. The connection and the laying of the cloth plate 16 are performed by selecting the necessary braces 8 and the cloth plate 16 from the member X temporarily fixed to the cloth plate 16 in the central row of the middle stage assembly frame 17 as described above. The worker takes out the sheet and performs a predetermined work on the gap S.

【0033】このような本発明方法を使用することによ
り、1人当たり1日で210〜240平方メートルの作
業が完了することになり、従来方法(1人当たり1日で
120平方メートル)と比較して、約2倍の能率で作業
が行えることになる。
By using the method of the present invention, the work of 210 to 240 square meters can be completed per person per day, which is about 120 square meters as compared with the conventional method (120 square meters per person per day). Work can be done twice as efficiently.

【0034】[0034]

【発明の効果】本発明は、上述の通り構成されているの
で、以下に示す効果を奏する。
Since the present invention is configured as described above, it has the following effects.

【0035】請求項1に記載の足場の組立方法によれ
ば、上段、中段及び下段の各門型建枠の仮組みを地上で
行うと共に、適切なタイミングで各門型建枠の組立枠体
及びその連結組立枠体を、地上に存在する組立枠体の上
方に載せて連結固定し、複数列3段に仮組みした連結組
立枠体を1ユニットとして、足場の組立作業を行ってい
くものであるから、作業者に強いられる負担が軽減され
ると共に、作業の安全性の向上並びに作業能率の向上が
図られる。
According to the scaffold assembling method of claim 1, the upper, middle, and lower gate-shaped building frames are temporarily assembled on the ground, and the gate-shaped building frames are assembled at appropriate timing. And, the connecting assembly frame is placed above the assembly frame existing on the ground, connected and fixed, and the assembly work of scaffolding is performed with the connecting assembly frame temporarily assembled in multiple rows and three stages as one unit. Therefore, the burden imposed on the worker is reduced, and the safety of work and the work efficiency are improved.

【0036】請求項2に記載の組立台によれば、地上で
の仮組み時に各門型建枠を一定間隔おきに立設した状態
で仮置きすることができ、地上に居る作業者が筋かいに
より各門型建枠を連結させる作業が容易に行い得るよう
になると共に、背の低い作業者でも門型建枠の上部に対
して容易に連結作業を行うことが可能になる。
According to the assembling table of the second aspect, when the temporary assembling on the ground, each gate-shaped building frame can be temporarily set in a state of being erected at regular intervals, so that an operator on the ground can be easily installed. With the paddle, the work for connecting the gate-shaped building frames can be easily performed, and even a short worker can easily perform the connection work for the upper portion of the gate-shaped building frame.

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

【図1】本発明に係る足場の組立方法に使用する組立台
の斜視図である。
FIG. 1 is a perspective view of an assembly table used in a method of assembling a scaffold according to the present invention.

【図2】上記組立台の平面図である。FIG. 2 is a plan view of the assembly table.

【図3】本発明に係る足場の組立方法の第1工程を示す
正面部である。
FIG. 3 is a front view showing a first step of the method for assembling a scaffold according to the present invention.

【図4】上記組立方法における組立枠体を吊り上げた状
態を示す側面図である。
FIG. 4 is a side view showing a state in which the assembly frame body is lifted in the assembly method.

【図5】上記組立方法の実施に際して使用する吊支部材
を示す平面図である。
FIG. 5 is a plan view showing a suspension support member used for carrying out the assembly method.

【図6】上記組立方法の第2工程及び第3工程を示す正
面図である。
FIG. 6 is a front view showing a second step and a third step of the assembling method.

【図7】上記組立方法の第4工程及び第5工程を示す正
面図である。
FIG. 7 is a front view showing a fourth step and a fifth step of the assembling method.

【図8】上記組立方法の最終工程を示す正面図である。FIG. 8 is a front view showing the final step of the assembling method.

【図9】上記組立方法の仕上げ段階の状態を示す正面図
である。
FIG. 9 is a front view showing a state of a finishing stage of the assembling method.

【図10】上記組立方法により組み立てられた足場の一
例を示す概略図である。
FIG. 10 is a schematic view showing an example of a scaffold assembled by the above assembling method.

【図11】上記組立方法に使用される門型建枠を示す側
面図である。
FIG. 11 is a side view showing a gate-type building frame used in the assembly method.

【符号の説明】[Explanation of symbols]

1 組立台 3 第1載置板 4 第2載置板 5 係止部(係止突起) 6 足載台 8 筋かい 10 上段組立枠体 16 布板 17 中段組立枠体 19 下段組立枠体 20 上中下段組立枠体 100 門型建枠 1 Assembly Table 3 1st Mounting Plate 4 2nd Mounting Plate 5 Locking Part (Locking Protrusion) 6 Foot Mounting Table 8 Braces 10 Upper Assembly Frame 16 Cloth Plate 17 Middle Assembly Frame 19 Lower Assembly Frame 20 Upper middle lower assembly frame 100 gate type building frame

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 門型建枠を縦方向に複数段及び横方向に
複数列に組み立てる足場の組立方法において、 横方向に複数列の門型建枠を仮置きし且つこれらを筋か
いにより仮組みして組立枠体を製作する作業を、上段、
中段及び下段についてそれぞれ独立して地上で行うよう
にすると共に、 先ず、地上に存する中段組立枠体の上方に、上段組立枠
体を載せて、この双方の対向端部を連結して上中段組立
枠体を製作し、 次に、地上に存する下段組立枠体の上方に、前記上中段
組立枠体を載せて、この双方の対向端部を連結して上中
下段組立枠体を製作し、 最終工程として、この製作した3段分の上中下段組立枠
体を1ユニットとして取り扱って足場を組み立てていく
ようにしたことを特徴とする足場の組立方法。
1. A method of assembling a scaffold for assembling a gate-shaped building frame in a plurality of columns in a vertical direction and a plurality of rows in a lateral direction, wherein a plurality of rows of gate-shaped building frames in a horizontal direction are temporarily placed and these are temporarily provided by bracing. The work of assembling and assembling the assembly frame body,
The middle and lower tiers should be performed independently on the ground, and first, the upper tier assembly frame should be placed above the middle tier assembly frame on the ground, and the opposite ends of both should be connected to assemble the upper middle tier. A frame body is manufactured, and then, the upper middle stage assembly frame body is placed above the lower stage assembly frame body existing on the ground, and the opposite end portions of both are connected to produce an upper middle lower stage assembly frame body, As a final step, a scaffold assembling method is characterized in that the scaffolds are assembled by treating the manufactured upper, middle, and lower assembly frames for three steps as one unit.
【請求項2】 複数列の門型建枠の脚部が載置される載
置板と、この載置板の上方に設けられて各々の門型建枠
の脚部を一定間隔で係止する複数の係止部と、前記載置
板の上方に固定された所定高さを有する足載台とを備え
たことを特徴とする足場の組立台。
2. A mounting plate on which the legs of a plurality of rows of gate-shaped building frames are mounted, and the leg portions of the respective gate-shaped building frames which are provided above the mounting plates and are locked at regular intervals. A scaffolding assembly stand, comprising: a plurality of locking portions, and a footrest having a predetermined height fixed above the mounting plate.
JP5162384A 1993-06-30 1993-06-30 Assembling method of scaffold and assembly table used for this Expired - Lifetime JPH07122333B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5162384A JPH07122333B2 (en) 1993-06-30 1993-06-30 Assembling method of scaffold and assembly table used for this

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5162384A JPH07122333B2 (en) 1993-06-30 1993-06-30 Assembling method of scaffold and assembly table used for this

Publications (2)

Publication Number Publication Date
JPH0718841A JPH0718841A (en) 1995-01-20
JPH07122333B2 true JPH07122333B2 (en) 1995-12-25

Family

ID=15753561

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5162384A Expired - Lifetime JPH07122333B2 (en) 1993-06-30 1993-06-30 Assembling method of scaffold and assembly table used for this

Country Status (1)

Country Link
JP (1) JPH07122333B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010105570A (en) * 2000-05-16 2001-11-29 박재영 Jig for pulling up a strut and a strut lift-up construction method using the same
FR3005086B1 (en) * 2013-04-30 2015-04-10 Godon Sas CONNECTION CONNECTION FOR TILT

Also Published As

Publication number Publication date
JPH0718841A (en) 1995-01-20

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