JPS60230472A - Movable working scaffold - Google Patents

Movable working scaffold

Info

Publication number
JPS60230472A
JPS60230472A JP8614084A JP8614084A JPS60230472A JP S60230472 A JPS60230472 A JP S60230472A JP 8614084 A JP8614084 A JP 8614084A JP 8614084 A JP8614084 A JP 8614084A JP S60230472 A JPS60230472 A JP S60230472A
Authority
JP
Japan
Prior art keywords
pipe
inner pipe
scaffold
anchor
fixed
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
JP8614084A
Other languages
Japanese (ja)
Other versions
JPH057501B2 (en
Inventor
大河内 政之
通 高橋
隆 根本
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP8614084A priority Critical patent/JPS60230472A/en
Publication of JPS60230472A publication Critical patent/JPS60230472A/en
Publication of JPH057501B2 publication Critical patent/JPH057501B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は構造物の構築時κ使用される可動式作業足場に
係るものである。 □ 従来構造物の施工用作業足場としては、枠組足場、単管
パイプ足場等の総足場が一般的に使用されている。しか
しながら構造物が.高い場合、または第12図に示す卵
型タンクの如き断面が変化する場合、枠組足場では対応
゛できなくなる場合が生じる。 □ ・ このため構造物に沿ってレールを配設し、同レール上を
移動する可動式足場が提案されているが、コストが嵩む
という難点がある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a movable work scaffold for use in constructing a structure. □ Full scaffolds such as frame scaffolds and single pipe scaffolds are generally used as scaffolds for construction of conventional structures. However, the structure... If the height is high, or if the cross section changes, such as the egg-shaped tank shown in FIG. 12, the framework scaffold may not be able to handle the situation. □ ・For this reason, movable scaffolding has been proposed in which rails are placed along the structure and the scaffold moves on the rails, but this has the drawback of increasing costs.

本発明はこのような問題点を解決するために提案された
もので,既設構造部に碇着されたアンカーに着脱自在な
固定脚を有する上下一双の足場材支持用アウタパイプ、
同各アウタ,<イブに亘って可摺動的に貫通されたイン
ナノイブ、及び同インナノRイブの下部に配設され、前
記アンカーに着脱自在で且つインナパイプと直角方向に
相対的に移動可能な下端固定脚よりなることを特徴とす
る可動式作業足場に係るものである。
The present invention was proposed to solve these problems, and includes a pair of upper and lower scaffolding support outer pipes having fixing legs that can be attached and detached from anchors anchored to an existing structure;
An inner nano-ive is slidably penetrated across each of the outer pipes, and an inner nano-ive is disposed at the bottom of the inner nano-like pipe, and is detachable from the anchor and movable relative to the inner pipe in a direction perpendicular to the inner pipe. This invention relates to a movable work scaffold characterized by having fixed legs at the lower end.

本発明は前記したように構成されているので、任意断面
の構造物の施工に当って、作業足場を上方に移動させよ
うとする場合、土部アウタパイプの固定脚と既設構造部
に碇着されたアンカー.との固定を解除し、同上部・ア
ウタパイプを前記インナ/{イブに沿って摺動し、所定
の位置まで上列させたのち、前記下端固定脚と前記イン
ナパイプ下端とを相対的に移動せしめ、インナパイプ會
揺動せしめることによって前記上部アウタパイプのアン
カーを上部構造部のアンカーに当接して同アンカーに固
定し、次いで同様にして下部アウタパイプをインナパイ
プに対して所定位置まで上昇せしめ、当該位置において
下部アウタパイプの固定脚を構造部のアンカーに固定し
、次いで下端固定脚と構造部のアンカーとの固定を解除
し、インナパイプを前記上下アウタ/瘤イブに沿って所
定位aまで移動させ、下端固定脚ヲインナ・ξイブの直
角方向に移動させて構造部のアンカーに固定するもので
ある1J 以下同様の操作を反覆して、足場を上方に移動するもの
である。また前として逆の操作によって足場を下降せし
めることができる。
Since the present invention is configured as described above, when the work scaffold is to be moved upward during the construction of a structure with an arbitrary cross section, it is anchored to the fixed leg of the soil outer pipe and the existing structure. Anchor. After releasing the fixation with the inner pipe and sliding the upper/outer pipe along the inner pipe and aligning it to a predetermined position, the lower end fixing leg and the lower end of the inner pipe are moved relative to each other. , the anchor of the upper outer pipe is brought into contact with and fixed to the anchor of the upper structure by swinging the inner pipe assembly, and then the lower outer pipe is raised to a predetermined position relative to the inner pipe in the same manner, and fixing the fixing leg of the lower outer pipe to the anchor of the structure, then releasing the fixation between the lower end fixing leg and the anchor of the structure, and moving the inner pipe along the upper and lower outer pipes to a predetermined position a; 1J The lower fixed leg is moved in the right angle direction of the inner ξ-ib and fixed to the anchor of the structure.Then, the same operation is repeated to move the scaffold upward. The scaffold can also be lowered by performing the reverse operation.

このように本発明によれば既設の構造部分に対する足場
の着脱が簡単となり、足場の移動作業が容易に行なわれ
、足場を前記構造部に碇着されたアンカーに直接取付け
るようにしたので、足場の取付装置が容易になシ経済的
である。
As described above, according to the present invention, the scaffold can be easily attached and detached from the existing structural part, the scaffold can be easily moved, and the scaffold can be directly attached to the anchor anchored to the structural part. The mounting device is easy and economical.

また前記上下アウタパイプ及び下端アウタパイプの3つ
の足場支持部材を夫々独立して昇降、固定することがで
きるので、インナパイプに沿ってアウタパイプが移動で
きる範囲内で、必要に応じて各足場を所望の個所に固定
し、て使用することができ、足場の使用範囲が広くなる
等、本発明は多くの利点を有するものである。
In addition, since the three scaffold support members of the upper and lower outer pipes and the lower end outer pipe can be raised, lowered and fixed independently, each scaffold can be moved to a desired location as needed within the range in which the outer pipe can move along the inner pipe. The present invention has many advantages, such as being able to be used by fixing it to a scaffold, thereby widening the scope of use of the scaffold.

以下本発明を卵型タンク(A)の施工に適用した図示の
実施例について説明する。
The illustrated embodiment in which the present invention is applied to construction of an egg-shaped tank (A) will be described below.

(1)はインナパイプで、上下−双のアウタノミイブ(
2) (2’ )が可摺動的に嵌装され、同各アウタノ
ミイブ(2)(2’)には夫々固定脚(31(3’ )
がピン(4) (4’ ) を介して枢着され、同固定
脚(3) (3勺は前記タンク(A)における既設の構
造部(11(III(111位にアンカーボルト(5)
を介して碇着されたアンカー板(6)に着脱自在に固定
されるようになっている。
(1) is the inner pipe, and the upper and lower outer pipes (
2) (2') is slidably fitted, and each of the outer sleeves (2) (2') is fitted with a fixed leg (31 (3')).
are pivotally attached via pins (4) (4'), and the fixed legs (3) (3) are attached to the existing structural part (11 (III) of the tank (A) (anchor bolt (5) at position 111).
It is designed to be removably fixed to an anchor plate (6) anchored via the anchor plate (6).

(ご′)は下端固定脚で、アンカー板(6)にピン(7
)を介して取付けられるようになっていて、前記固定脚
(3“)が可摺動的に嵌挿された案内管(8)がインナ
パイプ(1)に嵌着され、同案内管(8)と固定脚(3
“)の端部との各フランジに螺桿(9)が螺挿され、同
螺桿(9)を回動することによって固定脚(3”)がイ
ンナノイブ(1)の直角方向に移動するように構成され
ている。(第7図、第8図及び第9図参照)なお前記各
パイプ(1)(2) (2’ )は角パイプよシ構成さ
れている。
(') is the lower end fixed leg, and the pin (7) is attached to the anchor plate (6).
), and the guide tube (8) into which the fixed leg (3'') is slidably inserted is fitted into the inner pipe (1), and the guide tube (8) is fitted into the inner pipe (1). ) and fixed legs (3
A screw rod (9) is screwed into each flange with the end of the "), and by rotating the screw rod (9), the fixed leg (3") is configured to move in a direction perpendicular to the inner nano-ib (1). has been done. (See FIGS. 7, 8, and 9) Each of the pipes (1), (2), and (2') is constructed as a square pipe.

前記各アウタパイプ(2) (2’ )及びインナノぞ
イブ(1)の下端には足場材0〔がピンを介して連結さ
れ、同足場材a1と前記アウタパイプ(2) (2”)
 、インナパイプ(1)との間には夫々ピンを介してタ
ーンノξツクル式の伸縮部材allが連結され、同伸縮
部材αBの伸縮操作によって足場材α〔の移動位置の如
何にかかわらず、常に同足場材ell水平に保持するも
のである。
Scaffolding material 0 is connected to the lower ends of each of the outer pipes (2) (2') and the inner groove (1) via pins, and the scaffolding material a1 and the outer pipe (2) (2'') are connected to each other via pins.
, and the inner pipe (1) are connected to each other via pins, respectively, and a turn-node ξ-tske type telescoping member all is connected, and by the telescoping operation of the telescoping member αB, regardless of the movement position of the scaffolding material α, The scaffolding material is used to hold the scaffold horizontally.

図中(Iっけ足場材a1の手摺、(I3)はそのステー
である。
In the figure (I) is the handrail made of scaffolding material a1, (I3) is its stay.

令弟3図に示すように既設の構造部(Il(ID[[D
の各アンカー板(6)に夫々下端固定脚(3“)、固定
脚(3’ ) (3)が固定された状態よシ足場を上昇
させようとする場合、下部アウタノぞイブ(2′)に装
架された小型のウィンチ(14)の索(1ωを構造部(
財)のアンカー板(6)に取付けられた滑車αQに架渡
して、その先端を上部アウタパイプ(2)の吊環αηに
繋着する。
As shown in Figure 3, the existing structure (Il(ID[[D
When trying to raise the scaffold with the lower end fixed legs (3") and fixed legs (3') fixed to each anchor plate (6), respectively, lower outer slide (2') The cable (1ω) of a small winch (14) mounted on the structure (
It spans over a pulley αQ attached to the anchor plate (6) of the product), and its tip is connected to the suspension ring αη of the upper outer pipe (2).

次いで固定脚(3)と構造部(nDにおけるアンカー板
(6)との固定を解除し、前記ウィンチ04)ヲ介して
上部アウタパイプ(2)ヲインナ・ξイブ(1)に沿っ
て上昇させる。(第4図参照) 次いで螺桿(9)全回動してインナノイブ(1)ヲ第1
図の矢印X方向に揺動せしめ、固定B’1l(3)’に
構造部(MOアンカー板(6)に接触させ、同アンカー
板(6)に固定する。次いで固定脚(3′)と構造部(
n)のアンカー板(6)との固定子を解除し、ウィンチ
IO索0りを下部アウタノミイブ(2′)の吊環(17
’)に繋着し、ウィンチαaの操作によってアウタパイ
プ(2’)t−インナノイブ(1)に沿って上昇させ、
固定脚(3′)を構造部(2)のアンカー板(6)に対
向させる。(第5図参照) 次いで螺桿(9)を回動してインナパイプ(1) を第
1図のY方向に回動し、前記固定脚(3’)を構造部(
2)のアンカー板(6)に固定し、下端固定脚(′f)
と構造部(1)のアンカ 一板(6)との固定を解除し
、つインチQ4の索(I→をインナ・ξイブ(1)の下
部に設けた吊環(17“)K束着し、ウィンチ(14の
操作によってインナパイプ(1)を上下のアウタパイプ
(2) (2’ )に沿って引き上げ、(第6図参照)
固定脚(3“)を構造部(II)のアンカー板(6)に
同定する。
Next, the fixation between the fixed leg (3) and the anchor plate (6) in the structure (nD) is released, and the upper outer pipe (2) is raised along the inner ξ pipe (1) via the winch 04. (See Figure 4) Next, the screw rod (9) is fully rotated and the inner ibe (1) is moved to the first position.
Swing in the direction of the arrow X in the figure, bring the fixed B'1l (3)' into contact with the structure (MO anchor plate (6)), and fix it to the same anchor plate (6). Then, attach the fixed leg (3') Structural part (
Release the stator with the anchor plate (6) of n), and attach the winch IO cable to the hanging ring (17
') and raised along the outer pipe (2') T-innano-ib (1) by operating the winch αa,
The fixed leg (3') is placed opposite the anchor plate (6) of the structure (2). (See Figure 5) Next, rotate the screw rod (9) to rotate the inner pipe (1) in the Y direction in Figure 1, and attach the fixed leg (3') to the structural part (
Fix it to the anchor plate (6) of 2) and lower end fixing leg ('f).
Release the fixation from the anchor plate (6) of the structural part (1), and tie the two-inch Q4 cable (I → to the suspension ring (17") K provided at the bottom of the inner ξ-ib (1)). , by operating the winch (14), pull up the inner pipe (1) along the upper and lower outer pipes (2) (2') (see Figure 6).
Identify the fixing leg (3") to the anchor plate (6) of the structure (II).

以下前記同様の操作を反覆して足場装置を順次上方に移
動せしめ、所要の施工を行なうものである。
Thereafter, the same operations as described above are repeated to sequentially move the scaffolding device upward to perform the required construction.

なお前記各パイプ昇降駆動装置は前記ウィンチの代シに
、第1θ図に示すような油圧シリンダα本第11図に示
すようなスクリュウ装置(l!Jを使用してもよい。
In place of the winch, each of the pipe lifting and lowering drive devices may use a hydraulic cylinder α as shown in FIG. 1θ and a screw device (l!J) as shown in FIG. 11.

図示の実施例は前記したように構成されているので、既
設の構造部に対する足場装置の着脱が簡単で、足場の移
動作業が容易でsb、構造物の形状の変化に即応して足
場装置を取付けることができ、また足場装置は固定脚(
31(3’ )(3“>1介して既設の構造部のアンカ
ー板(6)に直接取付けられるので取付装置が簡略化さ
れ、またアウタパイプ(2)(2′)及び下端固定脚(
3“)に支持された3個の足場材u呻が夫々独立して昇
降、固定されるので、イン力・ξイブ(1)に沿ってア
ウタパイプ(2)(2’)が移動できる範囲内で必要に
応じて第4図、第5図に示す如く各足場を所望の個所に
固定して使用できる。
Since the illustrated embodiment is configured as described above, it is easy to attach and detach the scaffolding device to an existing structure, it is easy to move the scaffolding, and the scaffolding device can be quickly adjusted in response to changes in the shape of the structure. The scaffolding device can also be installed on fixed legs (
Since it can be directly attached to the anchor plate (6) of the existing structure via the 31 (3') (3">1
Since the three scaffolding members supported by the 3") are raised, lowered and fixed independently, the outer pipes (2) (2') can move along the inner force and the ξ (1). If necessary, each scaffold can be used by fixing it at a desired location as shown in FIGS. 4 and 5.

以上本発明を実施例について説明したが、本発明は勿論
このような実施例にだけ局限されるものではなく、本発
明の精神を逸脱しない範囲内で種々の設計の改変を施し
うるものである。
Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to such embodiments, and can be modified in various ways without departing from the spirit of the present invention. .

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

第1図は本発明に係る可動式作業足場の一実施例を示す
縦断側面図、第2図はその正面図、第3図乃至第6図は
その移動作業工程を示す縦断側面図、第7図はインナパ
イプの下端固定脚取付部の側面図、第8図はその正面図
、第9図は第7図の矢視■−DC図、第10図及び第1
1図は夫々本発明の他の実施例を示す側面図、第12図
は本発明の作業足場を卵型タンクの施工に適用した状態
を示す縦断側面図でおる。 (1)・・・インナノ檗イブ、(2)・・・土部アウタ
パイプ、(2′)・・・下部アウタパイプ、(3) (
3’ )・・・固定脚、(3#)・・・下端固定脚、(
5)・・・アンカーボルト、(6)・・・アンカー板、
(8)・・・案内管、(9)・・・螺桿、翰・・・足場
材。 代理人 弁理士開本重文 外3名 帛5図
FIG. 1 is a longitudinal side view showing one embodiment of a movable work scaffold according to the present invention, FIG. 2 is a front view thereof, FIGS. 3 to 6 are longitudinal side views showing the moving work process, and FIG. The figure is a side view of the lower end fixing leg attachment part of the inner pipe, Figure 8 is its front view, Figure 9 is the arrow ■-DC view of Figure 7, Figure 10 and
FIG. 1 is a side view showing other embodiments of the present invention, and FIG. 12 is a longitudinal sectional side view showing the work scaffold of the present invention applied to construction of an egg-shaped tank. (1)...Innanobaku Eve, (2)...Tsuchibe outer pipe, (2')...Lower outer pipe, (3) (
3')...Fixed leg, (3#)...Lower end fixed leg, (
5) Anchor bolt, (6) Anchor plate,
(8)... Guide pipe, (9)... Spiral rod, wire... Scaffolding material. Agent: Patent Attorney Kaihon Important Literature 3 Names 5 Illustrations

Claims (1)

【特許請求の範囲】[Claims] ・既設構造部に碇着されたアンカーに着脱自在な固定脚
を有する上下−双の足場材支持用アウタパイプ、同各ア
ウタノくイブに亘って可摺動的に貫通されたインナパイ
プ、及び同インナノぐイブの下部に配設され、前記アン
カーに着脱自在で且つイン・ナパイブと直角方向に相対
的に・移動可能な下端固定脚よ・9なることを特徴とす
る可動式作業足場。
・An upper and lower outer pipe for supporting scaffolding material that has fixed legs that can be attached and detached from an anchor anchored to the existing structure, an inner pipe that is slidably penetrated across each of the outer pipes, and the same inner pipe 1. A movable work scaffold, characterized in that the lower end fixed leg is disposed at the lower part of the inner pipe, is detachable from the anchor, and is movable relative to the inner pipe in a direction perpendicular to the inner pipe.
JP8614084A 1984-05-01 1984-05-01 Movable working scaffold Granted JPS60230472A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8614084A JPS60230472A (en) 1984-05-01 1984-05-01 Movable working scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8614084A JPS60230472A (en) 1984-05-01 1984-05-01 Movable working scaffold

Publications (2)

Publication Number Publication Date
JPS60230472A true JPS60230472A (en) 1985-11-15
JPH057501B2 JPH057501B2 (en) 1993-01-28

Family

ID=13878415

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8614084A Granted JPS60230472A (en) 1984-05-01 1984-05-01 Movable working scaffold

Country Status (1)

Country Link
JP (1) JPS60230472A (en)

Also Published As

Publication number Publication date
JPH057501B2 (en) 1993-01-28

Similar Documents

Publication Publication Date Title
US2419145A (en) Hoist
US4276957A (en) Portable scaffold assembly with movable anchor
JP3177904B2 (en) Mobile work vehicle for PC cable-stayed bridge
JP4349604B2 (en) Derrick device for top work of transmission tower
JPS60230472A (en) Movable working scaffold
CN218563116U (en) Telescopic claw arm type elevator shaft protection platform
JP3049583B2 (en) Composite jack device for lifting and lifting
JP3955929B2 (en) Work platform for building and dismantling high-altitude work platform and construction method for high-altitude work platform
KR100586843B1 (en) A membrane structure and Lift-up building method of a membrane structure
JPS6110668A (en) Rising and falling type extensible scaffold
JP3265401B2 (en) Slip form equipment
JPS6340609Y2 (en)
JP3571655B2 (en) Crane restraint
CN220226284U (en) Auxiliary installation device for welding ball net rack
CN220867997U (en) Bridge basin type support installation auxiliary device
JP4101232B2 (en) Construction method using a temporary scaffolding that can be raised and lowered
CN218800392U (en) Ship lift pulley locking beam assembly fixture
CN219411750U (en) Adjustable transverse frame structure of portable electric transmission line foundation pit integrated device
CN215405924U (en) Dam surface hole accident access door stretcher beam device
JPH0324710Y2 (en)
CN117780134A (en) Automatic climbing device for high-rise overhanging safety net and using method
JP2022050735A (en) Suspended scaffolding
JP2622662B2 (en) Construction method of roof structure
JPH0636055Y2 (en) Lift used for dismantling slab formwork, etc.
SU1051039A1 (en) Load lifting arrangement for installation of production equipment