JP2589455B2 - Scaffold assembly method - Google Patents

Scaffold assembly method

Info

Publication number
JP2589455B2
JP2589455B2 JP6155837A JP15583794A JP2589455B2 JP 2589455 B2 JP2589455 B2 JP 2589455B2 JP 6155837 A JP6155837 A JP 6155837A JP 15583794 A JP15583794 A JP 15583794A JP 2589455 B2 JP2589455 B2 JP 2589455B2
Authority
JP
Japan
Prior art keywords
building
scaffold
frame
building frame
frames
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 - Fee Related
Application number
JP6155837A
Other languages
Japanese (ja)
Other versions
JPH0821081A (en
Inventor
勇 田辺
和彦 小西
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.)
KOGYO GIJUTSU KENKYUSHO KK
Original Assignee
KOGYO GIJUTSU KENKYUSHO 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 KOGYO GIJUTSU KENKYUSHO KK filed Critical KOGYO GIJUTSU KENKYUSHO KK
Priority to JP6155837A priority Critical patent/JP2589455B2/en
Publication of JPH0821081A publication Critical patent/JPH0821081A/en
Application granted granted Critical
Publication of JP2589455B2 publication Critical patent/JP2589455B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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)

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、ビルディングなどの
建築物、ダム、タンク、モニュメント、道路の側壁など
の構造物、あるいは樹木等の物体の周囲に沿って足場を
組み立てる足場組立方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a scaffold assembly method for assembling a scaffold around a building such as a building, a dam, a tank, a monument, a structure such as a side wall of a road, or an object such as a tree. is there.

【0002】[0002]

【従来の技術】従来のこの種の足場組立方法としては、
複数個の建枠を単に下から順に組み立てながら上方に積
み上げていき、積み上げたときにその積み上げた建枠と
壁面とをそれぞれ壁繋ぎ材により順次繋ぐものである。
2. Description of the Related Art Conventional scaffold assembly methods of this type include:
A plurality of building frames are piled up while merely assembling in order from the bottom, and when the building frames are stacked, the stacked building frames and the wall surfaces are sequentially connected by wall connecting members.

【0003】[0003]

【発明が解決しようとする課題】ところで、前記のよう
な組立方法の場合には積み上げられた建枠の上で、その
上の建枠を組み立てなければならず、この組み立て作業
が組み立てられていくにしたがって次第に高くなってい
き、作業がしにくくなるとともに、作業にも時間がかか
り、作業性の悪いものであった。また、作業が高所作業
となるため、常に危険を伴い、安全性や周囲の環境等へ
の配慮上からも必ずしもよい方法とは言い難いものであ
った。
By the way, in the case of the assembling method as described above, the building frame on the stacked building frame must be assembled, and this assembling work is assembled. , The work became difficult, and the work took time, resulting in poor workability. In addition, since the work is performed at a high place, there is always a danger, and it is not always a good method from the viewpoint of safety and surrounding environment.

【0004】そこでこの発明は、前記のような従来の問
題点を解決し、作業が容易で短時間で組み立てることが
でき、しかも安全性の高い足場組立方法を提供すること
を目的とする。
Accordingly, an object of the present invention is to solve the above-mentioned conventional problems, and to provide a scaffold assembling method which can be easily performed, can be assembled in a short time, and has high safety.

【0005】[0005]

【課題を解決するための手段】前記目的を達成するた
め、この発明の足場組立方法は、建築物の壁面に対する
補修等の工事を行うに際し、該壁面に沿って足場を組み
立てるものであって、パイプなどの棒材によって枠形フ
レームの立体形状に形成され、建築物の壁面に沿って設
置された第1建枠を作動部材で持上げて下方に空所を形
成した後、該空所に第2建枠を設置し、次に持上げた第
1建枠を作動部材で持ち下げて第2建枠の上に載置して
両建枠を結合部材で結合するとともに、第1、第2建枠
と摺動可能に係合する第1壁繋ぎ用係合部材を建築物の
壁面に設け、次に第1、第2建枠を第1壁繋ぎ用係合部
材に沿って摺動させて作動部材で持上げて下方に空所を
形成した後、該空所に第3建枠を設置し、次に持上げた
第1、第2建枠を作動部材で持ち下げて第2建枠を第3
建枠の上に載置して両建枠を結合部材で結合するととも
に、第1、第2建枠と摺動可能に係合する第2壁繋ぎ用
係合部材を建築物の壁面に設け、以後同様な手順により
必要な高さまで複数個の建枠を下から順に組み立ててい
くことを特徴とするものである。
Means for Solving the Problems In order to achieve the above object, a scaffold assembling method of the present invention is to assemble a scaffold along a wall surface of a building when performing repair work or the like on the wall surface of the building. The first building frame, which is formed into a three-dimensional shape of a frame-shaped frame by a rod material such as a pipe, is lifted by an operating member to form a space below the first building frame installed along the wall surface of the building, and then the space is formed in the space. The second building frame is installed, and then the first building frame that has been lifted is lowered by the operating member and placed on the second building frame, and both building frames are joined by the connecting member. A first wall connecting engagement member slidably engaged with the frame is provided on the wall surface of the building, and then the first and second building frames are slid along the first wall connecting engagement member. After raising with the operating member to form a space below, a third building frame is set in the space, and then the first and second building frames lifted are formed. The second Kenwaku first lowered has a member 3
The two building frames are mounted on the building frame and connected by a connecting member, and a second wall connecting engaging member slidably engaged with the first and second building frames is provided on the wall surface of the building. Thereafter, a plurality of building frames are assembled in order from the bottom to the required height by the same procedure.

【0006】空所を形成した後は、該空所で建枠を組み
立てるのが好ましい。また、建枠はその両側に設置した
作動部材により持ち上げ又は持ち下げるのが好ましい。
また、作動部材は移動台車に設置された支持部材に沿っ
て昇降する足場リフターであるのが好ましい。さらに、
足場リフターは支持部材に対して倒伏可能になってお
り、かつ支持部材が移動台車に対して倒伏可能になって
いるとともに、その軸回りに回動可能になっているのが
好ましい。
[0006] After the space is formed, it is preferable to assemble the building frame in the space. Further, the building frame is preferably lifted or lowered by operating members installed on both sides thereof.
Further, it is preferable that the operating member is a scaffold lifter that moves up and down along a support member installed on the movable cart. further,
Preferably, the scaffold lifter is capable of falling with respect to the support member, and the support member is capable of falling with respect to the movable trolley, and is rotatable around its axis.

【0007】[0007]

【作用】前記のような組立方法によれば、組立作業を常
に最下方で行うこととなり、作業場所が常に地上に近い
位置となるので、作業性がよくなる。また、高所作業に
もならないから作業の安全性も高くなる。
According to the above-described assembling method, the assembling work is always performed at the lowest position, and the work place is always located near the ground, so that the workability is improved. In addition, since the work is not performed at a high place, the work safety is also increased.

【0008】[0008]

【実施例】図1はこの発明の一実施例を示す足場組立方
法に直接使用される足場リフター装置の正面図、図2は
同側面図、図3は図1の支持部材を倒伏させた状態を示
す正面図である。
FIG. 1 is a front view of a scaffold lifter device directly used in a scaffold assembling method according to an embodiment of the present invention, FIG. 2 is a side view thereof, and FIG. 3 is a state in which a support member of FIG. FIG.

【0009】1は足場リフター装置で、走行車輪2を有
する移動台車3と、該台車上に回転可能に設置された回
転台4を介して立設された側面門形の支持部材5と、該
支持部材に沿って昇降可能な足場リフター6と、該リフ
ターを昇降するウインチ7とを有し、ウインチ7は支持
部材5の下端部に取付けられている。ウインチ7でリフ
ター6を昇降するワイヤー8は支持部材5に装着された
下部滑車9と上部滑車10間に巻き掛けられ、その一端部
がウインチ7に、かつ他端部がリフター6に取付けられ
ている。リフター6はワイヤー8にアタッチメント12を
介して支持部材5の両側に張り出して取付けられた取付
杆13に1対、該取付杆に沿って摺動可能に設けられ、か
つヒンジピン14により支持部材5に対して倒伏可能にな
っている。また、支持部材5はその下端部がピン15によ
って回転台4の上端部に枢支され、該ピンを支点として
移動台車3に対して倒伏可能になっている。17は支持部
材5を直立状態に保持するための保持杆で、一端部がピ
ン18により支持部材5の取付片19に、他端部がピン20に
より台車3の取付片21にそれぞれ着脱可能に取付けられ
ている。22は台車3用ストッパである。
Reference numeral 1 denotes a scaffold lifter device, which comprises a movable carriage 3 having running wheels 2, a side gate-shaped support member 5 erected through a rotating platform 4 rotatably mounted on the carriage, and It has a scaffold lifter 6 that can move up and down along the support member, and a winch 7 that moves up and down the lifter. The winch 7 is attached to the lower end of the support member 5. A wire 8 for raising and lowering the lifter 6 with the winch 7 is wound around a lower pulley 9 and an upper pulley 10 attached to the support member 5, one end of which is attached to the winch 7 and the other end of which is attached to the lifter 6. I have. The lifter 6 is slidably provided along a pair of mounting rods 13 which are attached to the wire 8 via attachments 12 on both sides of the supporting member 5 so as to extend along the mounting rods. On the other hand, it is possible to fall. The lower end of the support member 5 is pivotally supported by a pin 15 at the upper end of the turntable 4 so that the support member 5 can fall on the movable carriage 3 with the pin as a fulcrum. Reference numeral 17 denotes a holding rod for holding the support member 5 in an upright state. One end is detachably attached to the attachment piece 19 of the support member 5 by a pin 18 and the other end is attached to and detached from the attachment piece 21 of the carriage 3 by a pin 20. Installed. Reference numeral 22 denotes a carriage 3 stopper.

【0010】次に足場リフター装置1を用いて足場を組
み立てる方法について、図4以下を参照して説明する。
まず建築物の壁面Aにおける足場の組立位置に建枠25a
を設置する。この建枠25aの設置に際しては、一般に知
られているように特に図示しないが、墨出し及びジャッ
キをベース配置したうえ、該ベース上に枠組26を複数
個、間隔をおいて配置するとともに、これら枠組26間に
筋違27を取付ける。しかる後、アームロックをかけ、枠
組26の上に鋼製布板28を架設するとともに、階段枠をか
ける。尚、建枠25aの壁面A側には後記壁繋ぎ用係合具
と係合可能な係合杆30を結合具31により取付けておく。
建枠25aの設置後、足場リフター装置1を建枠25aの両
側にストッパ22で台車3を固定して設置し、リフター6
を建枠の枠組26の上部を支承可能な状態とする(図
4)。
Next, a method of assembling a scaffold using the scaffold lifter device 1 will be described with reference to FIG.
First, the building frame 25a is placed at the position where the scaffold is assembled on the wall A of the building.
Is installed. At the time of installation of this building frame 25a, although not particularly shown as is generally known, a blackout and a jack are arranged on a base, and a plurality of frameworks 26 are arranged on the base at intervals. Attach braces 27 between the frameworks 26. Thereafter, the arm lock is applied, the steel cloth plate 28 is erected on the framework 26, and the stair frame is applied. An engaging rod 30 engageable with a later-described wall connecting engaging tool is attached to the wall A side of the building frame 25a by a connecting tool 31.
After the installation of the building frame 25a, the scaffold lifter device 1 is installed on both sides of the building frame 25a by fixing the cart 3 with the stoppers 22, and the lifter 6 is mounted.
In a state in which the upper part of the framework 26 of the building frame can be supported (FIG. 4).

【0011】次にウインチ7によってリフター6を支持
部材5に沿って上昇させ、建枠25aを持ち上げ、その下
方に次の建枠25bを設置可能な大きさの空所33を形成す
る(図5)。そして、この空所33において、建枠25bを
前記建枠25aと同様に組み立てる(図6)。この建枠25
bもその都度、枠組26等を空所33内で組み立てて設置す
るが、事前に組立てておいてそれを組立位置へ運んで設
置してもよい。建枠25bの組み立て後の構成は建枠25a
と同様である。組み立て完了後、建枠25aをウインチ7
によってリフター6を下降させて持ち下げ、建枠25bの
上に設置する。この設置に際しては建枠25aの枠組26の
下端開口部を図13に示すように建枠25bの枠組26の上端
開口部に装着した連結ジョイント35に嵌合する。係合
後、両者間にはさらにアームロック36がかけられ、結合
される。また、建枠25aの係合杆30と摺動可能に係合す
る壁繋ぎ用係合具37を壁面Aに取付ける(図7)。この
係合具37は図14に示すように基端が壁面Aにねじ止めさ
れた固定片38と、該固定片の先端に係合杆30を両側から
挾むように回転自在に取付けられた1対のローラ39から
なっている。
Next, the lifter 6 is raised along the support member 5 by the winch 7 to raise the building frame 25a, and a space 33 is formed below the building frame 25a so as to be able to install the next building frame 25b (FIG. 5). ). Then, in this empty space 33, the building frame 25b is assembled in the same manner as the building frame 25a (FIG. 6). This frame 25
In each case b, the framework 26 and the like are assembled and installed in the vacant space 33, but may be assembled in advance and carried to the assembly position. The assembled structure of the building frame 25b is the building frame 25a.
Is the same as After the assembly is completed, the building frame 25a is
Then, the lifter 6 is lowered and lowered, and is set on the building frame 25b. At the time of this installation, the lower end opening of the framework 26 of the building frame 25a is fitted to the connection joint 35 attached to the upper end opening of the framework 26 of the building frame 25b as shown in FIG. After the engagement, an arm lock 36 is further locked between the two, and the two are connected. In addition, a wall-connecting engagement tool 37 that slidably engages with the engagement rod 30 of the building frame 25a is attached to the wall A (FIG. 7). As shown in FIG. 14, this engaging member 37 has a fixed piece 38 whose base end is screwed to the wall A, and a pair of rotatably mounted to the distal end of the fixed piece so as to sandwich the engaging rod 30 from both sides. Roller 39.

【0012】次にウインチ7によってリフター6を下降
させ、両建枠25a,25b間においてはリフター6を倒伏
させてここを通過させ、リフター6を建枠25bの枠組26
の上部を支承可能な状態とする(図8,9)。
Next, the lifter 6 is lowered by the winch 7, and the lifter 6 is lowered between the two frames 25a and 25b and passed therethrough, and the lifter 6 is moved to the frame 26 of the frame 25b.
Is set in a state where it can be supported (FIGS. 8 and 9).

【0013】次に前記と同様にウインチ7によってリフ
ター6を上昇させ、建枠25a,25bを持ち上げ、その下
方に次の建枠25cを設置可能な大きさの空所40(空所33
と同じ)を形成する(図10)。そして、この空所40にお
いて、建枠25cを組み立てる(図11)。この建枠25cも
建枠25bと同様に事前に組立てておいてそれを組立位置
へ運んで設置してもよい。組み立て完了後、建枠25a,
25bをウインチ7によってリフター6を下降させて持ち
下げ、建枠25cの上に設置し、アームロック42で結合す
るとともに、建枠25aの係合杆30と摺動可能に係合する
壁繋ぎ用係合具43を壁繋ぎ用係合具37のほぼ真上の壁面
Aに取付ける(図12)。
Next, in the same manner as described above, the lifter 6 is lifted by the winch 7 to lift the building frames 25a and 25b, and a space 40 (a space 33) large enough to install the next building frame 25c thereunder.
(Same as above) (FIG. 10). Then, in this empty space 40, the building frame 25c is assembled (FIG. 11). This building frame 25c may be assembled in advance in the same manner as the building frame 25b, and may be carried to the assembly position and installed. After the assembly is completed, the building frame 25a,
The lifter 6 is lowered by the winch 7 to lower the lifter 6b, and the lifter 25b is set on the building frame 25c and connected with the arm lock 42, and is slidably engaged with the engaging rod 30 of the building frame 25a. The engaging tool 43 is attached to the wall A almost directly above the wall connecting engaging tool 37 (FIG. 12).

【0014】以下同様な手順により必要な高さまで複数
個の建枠建枠25a,25b,25c…を下から順に組み立て
ていって、例えばこの例の場合のような足場50を組み立
てるものである。
A plurality of building frames 25a, 25b, 25c... Are assembled in order from the bottom to the required height by the same procedure, and a scaffold 50 as in the case of this example is assembled.

【0015】図15は足場リフター装置1の異なる使用の
仕方を示すものである。すなわち、建築物の壁面Aに沿
って複数の足場50,60を隣接して組み立てる必要がある
場合、実線で示す一方の足場50の組み立てが終了した
後、鎖線で示す他方の足場60を組み立てる際、足場リフ
ター装置1を一方の足場50から一旦抜き出し、保持杆17
の他端部を台車3の取付片21から外した後、支持部材5
を回転台4を介して180°回転させて保持杆17の他端部
を台車3の反対側の取付片23に取付ける。これによりリ
フター6も他方の足場60を向くこととなり、そのまま他
方の足場60側に入れてやるだけで、大きな移動をするこ
となく、該足場の組み立て作業に使用することができ
る。
FIG. 15 shows different uses of the scaffold lifter device 1. That is, when it is necessary to assemble a plurality of scaffolds 50 and 60 adjacent to each other along the wall A of the building, when assembling one scaffold 50 indicated by a solid line is completed and then assembling the other scaffold 60 indicated by a chain line , The scaffold lifter device 1 is once extracted from one scaffold 50 and the holding rod 17 is removed.
After the other end of the support member 5 is detached from the mounting piece 21 of
Is rotated 180 ° via the rotary table 4 to attach the other end of the holding rod 17 to the mounting piece 23 on the opposite side of the carriage 3. As a result, the lifter 6 also faces the other scaffold 60, and can be used for the assembling work of the scaffold without a large movement simply by being inserted into the other scaffold 60 as it is.

【0016】また足場リフター装置1をどうしても移動
させる必要がある場合でも、該装置を図3で示したよう
に支持部材5を倒伏させた状態にすると、リフター装置
1は全体として図16に示すように例えば建枠25aの枠組
26の下部空間を通過可能な高さとなるので、この下部空
間を通すことにより、大きな移動をすることなく、該足
場の組み立て作業に使用することができる。
[0016] Even if the scaffold lifter device 1 must be moved, if the support member 5 is laid down as shown in FIG. 3, the lifter device 1 as a whole is as shown in FIG. For example, the framework of the building frame 25a
Since the height is such that it can pass through the lower space of 26, by passing through this lower space, the scaffold can be used for assembling work without a large movement.

【0017】前記の例においてリフター装置1やこれに
設置されたリフター6は好ましい一例を挙げたにすぎ
ず、他の同効の作動部材を排除するものでないことは言
うまでもない。また、必ずしも1対必要とするものでも
ない等、この発明は請求項1に記載の範囲において、種
々の設計変更が可能である。
In the above example, the lifter device 1 and the lifter 6 installed therein are merely preferred examples, and it goes without saying that other effective operating members are not excluded. Further, the present invention can be variously modified within the scope of the first aspect, such as not necessarily requiring one pair.

【0018】[0018]

【発明の効果】この発明は前記のようにパイプなどの棒
材によって枠形フレームの立体形状に形成され、建築物
の壁面に沿って設置された第1建枠を作動部材で持上げ
て下方に空所を形成した後、該空所に第2建枠を設置
し、次に持上げた第1建枠を作動部材で持ち下げて第2
建枠の上に載置して両建枠を結合部材で結合するととも
に、第1、第2建枠と摺動可能に係合する第1壁繋ぎ用
係合部材を建築物の壁面に設け、次に第1、第2建枠を
第1壁繋ぎ用係合部材に沿って摺動させて作動部材で持
上げて下方に空所を形成した後、該空所に第3建枠を設
置し、次に持上げた第1、第2建枠を作動部材で持ち下
げて第2建枠を第3建枠の上に載置して両建枠を結合部
材で結合するとともに、第1、第2建枠と摺動可能に係
合する第2壁繋ぎ用係合部材を建築物の壁面に設け、以
後同様な手順により必要な高さまで複数個の建枠を下か
ら順に組み立てていくので、従来のように積み上げられ
た建枠の上で、その上の建枠を組み立てる必要がなく、
作業が容易で短時間で組み立てることができ、きわめて
作業性がよくなる。また、作業が常に足場の最下方とな
るので、全く危険性がなく、安全な作業となるという優
れた効果がある。
As described above, according to the present invention, the first building frame formed along the wall surface of the building, which is formed into a three-dimensional shape by the rods such as pipes, is lifted by the operating member, and is lowered. After forming the empty space, a second building frame is set in the empty space, and then the first building frame lifted is lowered by the operating member and the second building frame is lowered.
The first and second building frames are mounted on the building frame by connecting the two building frames with the connecting member, and the first wall connecting engaging member slidably engaged with the first and second building frames is provided on the wall surface of the building. Then, after the first and second building frames are slid along the first wall connecting engaging member and lifted by the operating member to form a space below, the third building frame is installed in the space. Then, the lifted first and second building frames are lowered by the operating member, the second building frame is placed on the third building frame, and both building frames are connected by the connecting member. A second wall connecting engaging member slidably engaged with the second building frame is provided on the wall surface of the building, and thereafter a plurality of building frames are sequentially assembled from the bottom to a required height by a similar procedure. , There is no need to assemble the building frame on top of the traditionally stacked building frame,
The work is easy and can be assembled in a short time, and the workability is extremely improved. Further, since the work is always at the lowermost position of the scaffold, there is an excellent effect that there is no danger and the work is safe.

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

【図1】この発明の一実施例を示す足場組立方法に直接
使用される足場リフター装置の正面図である。
FIG. 1 is a front view of a scaffold lifter device directly used in a scaffold assembling method according to an embodiment of the present invention.

【図2】同側面図である。FIG. 2 is a side view of the same.

【図3】図1の支持部材を倒伏させた状態を示す正面図
である。
FIG. 3 is a front view showing a state where the support member of FIG. 1 is laid down.

【図4】作用説明図で、(A)はその正面図、(B)は側面
図である。
4 (A) is a front view, and FIG. 4 (B) is a side view.

【図5】作用説明図で、(A)はその正面図、(B)は側面
図である。
5 (A) is a front view and FIG. 5 (B) is a side view.

【図6】作用説明図で、(A)はその正面図、(B)は側面
図である。
6 (A) is a front view and FIG. 6 (B) is a side view.

【図7】作用説明図で、(A)はその正面図、(B)は側面
図である。
7 (A) is a front view and FIG. 7 (B) is a side view.

【図8】作用説明図で、(A)はその正面図、(B)は側面
図である。
8 (A) is a front view and FIG. 8 (B) is a side view.

【図9】作用説明図で、(A)はその正面図、(B)は側面
図である。
9 (A) is a front view and FIG. 9 (B) is a side view.

【図10】作用説明図で、(A)はその正面図、(B)は側
面図である。
FIGS. 10A and 10B are operation explanatory views, in which FIG. 10A is a front view and FIG. 10B is a side view.

【図11】作用説明図で、(A)はその正面図、(B)は側
面図である。
11 (A) is a front view and FIG. 11 (B) is a side view.

【図12】作用説明図で、(A)はその正面図、(B)は側
面図である。
12 (A) is a front view and FIG. 12 (B) is a side view.

【図13】建枠と建枠の連結構造を示す要部分解斜視図
である。
FIG. 13 is an exploded perspective view of a main part showing a connection structure between building frames.

【図14】係合杆と壁繋ぎ用係合具の拡大横断平面図で
ある。
FIG. 14 is an enlarged cross-sectional plan view of an engagement rod and an engagement member for wall connection.

【図15】足場リフター装置の異なる使用例を示す正面
図である。
FIG. 15 is a front view showing a different use example of the scaffold lifter device.

【図16】足場リフター装置のさらに異なる使用例を示
す側面図である。
FIG. 16 is a side view showing still another usage example of the scaffold lifter device.

【符号の説明】[Explanation of symbols]

1 足場リフター装置 5 支持部材 6 リフター(作動部材) 7 ウインチ 25a,25b,25c 建枠 26 枠組 30 係合杆 33 空所 35 連結ジョイント 36,42 アームロック(結合部材) 37,43 壁繋ぎ用係合具(壁繋ぎ用係合部材) DESCRIPTION OF SYMBOLS 1 Scaffold lifter device 5 Support member 6 Lifter (operating member) 7 Winch 25a, 25b, 25c Construction frame 26 Frame 30 Engagement rod 33 Vacancy 35 Connection joint 36, 42 Arm lock (coupling member) 37, 43 Fittings (engagement members for wall connection)

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 物体の周囲に沿って足場を組み立てるも
のであって、パイプなどの棒材によって枠形フレームの
立体形状に形成され、建築物の壁面に沿って設置された
第1建枠を作動部材で持上げて下方に空所を形成した
後、該空所に第2建枠を設置し、次に持上げた第1建枠
を前記作動部材で持ち下げて第2建枠の上に載置して両
建枠を結合部材で結合するとともに、第1、第2建枠と
摺動可能に係合する第1壁繋ぎ用係合部材を建築物の壁
面に設け、次に第1、第2建枠を第1壁繋ぎ用係合部材
に沿って摺動させて前記作動部材で持上げて下方に空所
を形成した後、該空所に第3建枠を設置し、次に持上げ
た第1、第2建枠を前記作動部材で持ち下げて第2建枠
を第3建枠の上に載置して両建枠を結合部材で結合する
とともに、第1、第2建枠と摺動可能に係合する第2壁
繋ぎ用係合部材を建築物の壁面に設け、以後同様な手順
により必要な高さまで複数個の建枠を下から順に組み立
てていくことを特徴とする足場組立方法。
1. A scaffold is assembled along the periphery of an object. The first scaffold is formed in a three-dimensional shape of a frame-shaped frame by a rod material such as a pipe and installed along a wall surface of a building. After raising with the operating member to form a space below, a second building frame is set in the space, and then the lifted first building frame is lowered by the operating member and placed on the second building frame. And the first and second building frames are slidably engaged with the first and second building frames and provided on the wall surface of the building. After the second building frame is slid along the first wall connecting engagement member and lifted by the operating member to form a space below, the third building frame is set in the space, and then lifted. The first and second frames are lowered by the operating member, the second frame is placed on the third frame, and both frames are joined by the joining member. A second wall connecting engaging member that slidably engages with the building frame is provided on the wall surface of the building, and a plurality of building frames are sequentially assembled from the bottom to the required height by the same procedure. And scaffold assembly method.
【請求項2】 空所を形成した後、該空所で建枠を組み
立てる請求項1記載の足場組立方法。
2. The scaffold assembling method according to claim 1, wherein after forming the space, the building frame is assembled in the space.
【請求項3】 建枠をその両側に設置した作動部材によ
り持ち上げ又は持ち下げる請求項1又は2記載の足場組
立方法。
3. The scaffold assembling method according to claim 1, wherein the building frame is lifted or lowered by operating members provided on both sides thereof.
【請求項4】 作動部材が移動台車に設置された支持部
材に沿って昇降する足場リフターである請求項3記載の
足場組立方法。
4. The scaffold assembling method according to claim 3, wherein the operating member is a scaffold lifter that moves up and down along a support member installed on the movable trolley.
【請求項5】 足場リフターが支持部材に対して倒伏可
能になっており、かつ支持部材が移動台車に対して倒伏
可能になっているとともに、その軸回りに回動可能にな
っている請求項4記載の足場組立方法。
5. The scaffold lifter is capable of falling with respect to a supporting member, and the supporting member is capable of falling with respect to a movable trolley, and is rotatable around its axis. 4. The scaffold assembling method according to 4.
JP6155837A 1994-07-07 1994-07-07 Scaffold assembly method Expired - Fee Related JP2589455B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6155837A JP2589455B2 (en) 1994-07-07 1994-07-07 Scaffold assembly method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6155837A JP2589455B2 (en) 1994-07-07 1994-07-07 Scaffold assembly method

Publications (2)

Publication Number Publication Date
JPH0821081A JPH0821081A (en) 1996-01-23
JP2589455B2 true JP2589455B2 (en) 1997-03-12

Family

ID=15614586

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6155837A Expired - Fee Related JP2589455B2 (en) 1994-07-07 1994-07-07 Scaffold assembly method

Country Status (1)

Country Link
JP (1) JP2589455B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019148118A (en) * 2018-02-27 2019-09-05 株式会社産業工学エンジニアリング Scaffold assembly apparatus and method

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IE20090645A1 (en) * 2008-08-25 2010-03-03 Alan Barry A method and apparatus for erecting a mobile scaffold tower
JP7033024B2 (en) * 2018-07-10 2022-03-09 株式会社福田組 Frame member for hanging scaffolding

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019148118A (en) * 2018-02-27 2019-09-05 株式会社産業工学エンジニアリング Scaffold assembly apparatus and method
JP7050286B2 (en) 2018-02-27 2022-04-08 株式会社産業工学エンジニアリング Scaffolding assembly equipment and method

Also Published As

Publication number Publication date
JPH0821081A (en) 1996-01-23

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