JPH0957661A - Scaffold device for wall surface work - Google Patents

Scaffold device for wall surface work

Info

Publication number
JPH0957661A
JPH0957661A JP22605095A JP22605095A JPH0957661A JP H0957661 A JPH0957661 A JP H0957661A JP 22605095 A JP22605095 A JP 22605095A JP 22605095 A JP22605095 A JP 22605095A JP H0957661 A JPH0957661 A JP H0957661A
Authority
JP
Japan
Prior art keywords
work
stage
frame
coagulant
work stage
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
JP22605095A
Other languages
Japanese (ja)
Other versions
JP2967508B2 (en
Inventor
Hisayuki Ozawa
壽行 小澤
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.)
OZAWA KK
Original Assignee
OZAWA 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 OZAWA KK filed Critical OZAWA KK
Priority to JP22605095A priority Critical patent/JP2967508B2/en
Publication of JPH0957661A publication Critical patent/JPH0957661A/en
Application granted granted Critical
Publication of JP2967508B2 publication Critical patent/JP2967508B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To easily move a work machine according to a work place without assembling a scaffold and without changing mounting of the work machine. SOLUTION: A stand 1 formed as a rectangular solid-shaped frame structure is assembled from an upper frame 2, a lower frame 3 and columns 4. Wheels 7 are installed on the stand 1, and are made to travel along traveling rails 8. A work stage 18 on which a work machine is mounted is arranged in the stand 1. The work stage 18 is received by left and right suspending beams 17 extending in the longitudinal direction. Longitudinal directional both end parts of the suspending beams 17 are suspended from the four corners of the upper frame 2 by a suspending device so as to be raised and lowered.

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】本発明は土木工事において掘
切削により生じた壁面を補強する際等に用いる壁面作業
用足場装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a scaffolding device for wall surface work used for reinforcing a wall surface formed by excavation in civil engineering work.

【0002】[0002]

【従来の技術】高速道路や高層ビル等の建設において
は、基礎工事の一貫として、たとえば、地中に長さ数メ
ートル乃至数十メートルの溝穴を掘削することがある
が、溝穴が掘削されることによって形成された側壁面は
何らかの形で補強する必要がある。一般には、側壁の中
に凝固剤を直接注入した後、表面にコンクリートを打設
して固める等の方法が採られている。
2. Description of the Related Art In the construction of highways, high-rise buildings, etc., as a part of foundation work, for example, a slot having a length of several meters to several tens of meters may be excavated in the ground. The side wall surface formed by this must be reinforced in some way. Generally, a method of directly injecting a coagulant into the side wall and then pouring concrete on the surface to harden it is adopted.

【0003】又、山を切削して建設される道路工事の場
合には、切削形成した側壁の山留工事を行って土砂崩れ
等を防止することが行われているが、この山留工事にお
いても、上記と同様に山側の壁の中に凝固剤を注入した
後、表面にコンクリートを打設して固める方法が採られ
ている。
Further, in the case of road construction constructed by cutting mountains, it is carried out to prevent landslides by carrying out mountain retaining work on the side walls formed by cutting. Similarly to the above, a method is used in which a coagulant is injected into the mountain side wall and then concrete is cast on the surface to harden it.

【0004】かかる基礎工事や山留工事等において壁の
中へ凝固剤を注入する作業には、通常、凝固剤注入用の
作業機械が用いられるが、従来では、その前準備とし
て、壁に沿わせて鉄パイプにより足場を組んでステージ
を設置し、そのステージ上に凝固剤注入用の作業機械を
搭載して用いるようにしている。
A work machine for injecting a coagulant is usually used for the operation of injecting the coagulant into the wall in such a foundation work or a mountain retaining work, but conventionally, as a pre-preparation, a work machine along the wall is used. In addition, a stage is set up by scaffolding with an iron pipe, and a working machine for injecting a coagulant is mounted and used on the stage.

【0005】[0005]

【発明が解決しようとする課題】ところが、凝固剤を注
入しようとする壁に沿って足場を架設する従来の方法で
は、足場架設のための多大な工数がかかる問題があり、
又、1個所での凝固剤の注入作業が終り、注入個所を上
下方向あるいは横方向へ変更するときは凝固剤注入用の
作業機械を足場上の別の場所に移すという載せ替え作業
が必要となり、工期が必然的に長くなる問題がある。
However, in the conventional method of constructing the scaffold along the wall where the coagulant is to be injected, there is a problem that a great number of man-hours are required for constructing the scaffold,
Also, when the coagulant injection work at one location is completed and the injection location is changed vertically or horizontally, the work machine for coagulant injection needs to be moved to another location on the scaffolding. However, there is a problem that the construction period will inevitably become long.

【0006】そこで、本発明は、作業現場に鉄パイプに
よる足場を架設することなく、且つ作業個所を変更する
都度、作業機械を搭載替えすることなく壁面の任意の作
業個所に容易に移動させることができるような壁面作業
用足場装置を提供しようとするものである。
Therefore, according to the present invention, it is possible to easily move the work machine to an arbitrary work site on the wall surface without constructing a scaffold by an iron pipe at the work site and every time the work site is changed without remounting the work machine. The present invention is intended to provide a scaffolding device for wall surface work capable of

【0007】[0007]

【課題を解決するための手段】本発明は、上記課題を解
決するために、上部フレームと下部フレームと支柱とか
ら直方体形状の骨組構造として組み立てた架台に車輪を
取り付けて、走行用レールに沿い前後方向へ走行できる
ようにし、該架台の支柱に沿って昇降できるようにガイ
ドローラスティを介してガイドローラを両端部に備える
2本の吊ビームを左右両側部に配置して、該各吊ビーム
の両端を、上記上部フレームの四隅から吊り下げた吊上
装置にそれぞれ支持させて、該吊上装置により吊ビーム
が昇降できるようにし、且つ上記左右の吊ビーム上に作
業ステージを載置し、更に、上記下部フレームの四隅に
アウトリガーを装備させた構成とする。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, according to the present invention, wheels are attached to a frame assembled from an upper frame, a lower frame and a support as a rectangular parallelepiped frame structure, and the wheels are mounted along a traveling rail. Two suspension beams having guide rollers at both ends are arranged on both left and right sides through guide roller stays so that the suspension beams can travel in the front-rear direction and can be moved up and down along the columns of the gantry. Both ends of each are supported by a hoisting device hung from the four corners of the upper frame so that the hoisting beam can be lifted and lowered by the hoisting device, and a work stage is placed on the left and right hoisting beams, Furthermore, outriggers are provided at the four corners of the lower frame.

【0008】側壁への作業を行う場合には、壁に沿う方
向へ敷設された走行用レール上に架台を載せ、作業ステ
ージ上に作業機械を搭載させる。架台を目的の作業個所
まで移動させ、作業ステージを昇降させて作業機械の位
置を作業個所に合わせた後、作業機械による所定の作業
を行う。次の作業個所へ移る場合には、架台を移動さ
せ、作業ステージを昇降させて作業機械を次の作業個所
に合わせる。
When working on the side wall, a pedestal is placed on a traveling rail laid in the direction along the wall, and the work machine is mounted on the work stage. After moving the gantry to a desired work location and raising and lowering the work stage to adjust the position of the work machine to the work location, a predetermined work is performed by the work machine. When moving to the next work location, move the gantry and raise / lower the work stage to align the work machine with the next work location.

【0009】又、作業ステージを、左右方向へ伸縮可能
とした構成とすることにより、作業時に作業ステージを
壁面に近付けることができるようになる。
Further, by making the work stage extendable in the left-right direction, the work stage can be brought closer to the wall surface during work.

【0010】[0010]

【発明の実施の形態】以下、本発明の実施の形態を図面
を参照して説明する。図1乃至図5は本発明の一実施の
形態を示すもので、平面形状が矩形となるように枠組み
した上部フレーム2及び下部フレーム3と、これら上、
下部フレーム2,3の四隅の間を連結する支柱4とから
直方体形状の骨組構造とした架台1を組み立て、且つ該
架台1の前後及び左右の4つの面部の上下位置の各外側
部に、架台1の補強を兼ねて手摺り柵5を着脱可能に取
り付け、更に、上記架台1の四隅部の下面側に、走行用
の車輪7を取り付けて、走行方向の前後いずれか一方側
の車輪7を駆動装置6により回転駆動させるようにし、
道路の舗装路面上又は掘削された床面上の枕木などのス
ペース材30上に一定の間隔に保持されている2本の走
行用レール8を敷設して、この走行用レール8上に架台
1を車輪7を介して載置させることにより、架台1が走
行用レール8に沿って前後方向(X方向)に移動させら
れるようにする。
Embodiments of the present invention will be described below with reference to the drawings. 1 to 5 show an embodiment of the present invention, in which an upper frame 2 and a lower frame 3 which are framed so as to have a rectangular planar shape, and on which,
The pedestal 1 having a rectangular parallelepiped skeleton structure is assembled from the columns 4 that connect the four corners of the lower frames 2 and 3, and the pedestal 1 is attached to each of the front and rear and left and right four surface portions of the pedestal 1 at upper and lower positions. The handrail fence 5 is detachably attached also for the reinforcement of 1. Further, the wheels 7 for traveling are attached to the undersides of the four corners of the pedestal 1 to attach the wheels 7 on either the front or rear side in the traveling direction. Driven by the drive device 6,
Two traveling rails 8 held at regular intervals are laid on a space material 30 such as sleepers on the paved road surface of the road or on the excavated floor surface, and the pedestal 1 is mounted on the traveling rails 8. Is mounted via the wheels 7, so that the gantry 1 can be moved in the front-rear direction (X direction) along the traveling rail 8.

【0011】又、上記架台1の四隅の下端部前面側及び
後面側には、架台1を走行用レール8上で停止させたと
きにその位置を固定するためのアウトリガー9をそれぞ
れ装備させる。該アウトリガー9は、図4に拡大平面を
示す如く、下部フレーム3の端面に水平方向に張り出し
て固設した上下2枚の支持プレート10の間に、アーム
12の基端部を縦軸11により水平方向へ回動自在に取
り付けると共に、該アーム12の先端部にジャッキ15
を昇降可能に組み付けた構成とし、アーム12を水平方
向へ回動させることによりアウトリガー9を格納したり
展張できるようにし、且つアーム12を水平方向の任意
の位置で固定できるようにするために、支持プレート1
0の縦軸11を中心とする同一半径位置に複数個のピン
孔14を穿設し、ピン13によりロックさせられるよう
にしてある。
Further, outriggers 9 for fixing the positions of the pedestal 1 when the pedestal 1 is stopped on the rail 8 for traveling are provided on the front and rear surfaces of the lower ends of the four corners of the pedestal 1, respectively. As shown in the enlarged plane of FIG. 4, the outrigger 9 has a base end portion of an arm 12 by a vertical axis 11 between two upper and lower support plates 10 horizontally fixed and fixed to an end surface of the lower frame 3. It is attached so as to be rotatable in the horizontal direction, and a jack 15 is attached to the tip of the arm 12.
In order to store and extend the outrigger 9 by rotating the arm 12 in the horizontal direction and to fix the arm 12 in any position in the horizontal direction, Support plate 1
A plurality of pin holes 14 are formed at the same radial position with the vertical axis 11 of 0 as the center, and are locked by the pins 13.

【0012】上記架台1の内側には、左右両側部に前後
方向に延びる吊ビーム17をそれぞれ配置し、且つ該左
右の吊ビーム17の各両端部を、上部フレーム2の左右
両側部の前側及び後側に取り付けたアイプレート29
に、各々チェーンブロック16を介し懸吊させて、4つ
のチェーンブロック16により2本の吊ビーム17が昇
降させられるようにし、且つ上記左右の吊ビーム17上
に作業ステージ18を載置固定して、作業ステージ18
が吊ビーム17と一体に昇降させられるようにする。上
記作業ステージ18は、図3に示す如く、矩形の骨組枠
構造とした作業ステージ本体19の左右方向の片側又は
両側に補助ステージ20をスライド可能に組み込み、該
補助ステージ20を作業ステージ本体19から出入させ
ることにより左右方向(Y方向)へ伸縮できるようにし
てある。21は補助ステージ20を任意の伸縮量位置で
ロックさせるために補助ステージ20の骨組体に設けた
固定用孔、22は該孔21に挿入するため作業ステージ
本体19側に備えた固定ピンを示す。
Inside the gantry 1, suspension beams 17 extending in the front-rear direction are arranged on both left and right sides, and both end portions of the left and right suspension beams 17 are connected to the front side of both the left and right sides of the upper frame 2. Eye plate 29 attached to the rear side
In addition, each chain block 16 is suspended so that the four chain blocks 16 can raise and lower the two suspension beams 17, and the work stages 18 are mounted and fixed on the left and right suspension beams 17. , Work stage 18
Can be raised and lowered together with the suspension beam 17. As shown in FIG. 3, the working stage 18 is constructed such that an auxiliary stage 20 is slidably installed on one side or both sides in the left-right direction of a working stage body 19 having a rectangular frame structure. It can be expanded and contracted in the left-right direction (Y direction) by moving it in and out. Reference numeral 21 denotes a fixing hole provided in the skeleton of the auxiliary stage 20 for locking the auxiliary stage 20 at an arbitrary expansion / contraction amount position, and 22 denotes a fixing pin provided on the working stage body 19 side for being inserted into the hole 21. .

【0013】又、上記左右の吊ビーム17の両端部の左
右方向外側位置には、外側方へ延びて先端にガイドロー
ラ24を取り付けた上下2本のガイドローラスティ23
を取り付け、該各ガイドローラスティ23のガイドロー
ラ24を、支柱4の内側面に当接させて、該支柱4の当
接面をガイドとして転動させるようにし、上記作業ステ
ージ18を昇降させるとき、吊ビーム17がガイドロー
ラスティ23を介し支柱4にガイドされて昇降させられ
て、作業ステージ18の昇降動作が円滑に且つ安定して
行われるようにしてある。
Further, at the left and right outer positions of both ends of the left and right suspension beams 17, two upper and lower guide roller stays 23 extending outward and having guide rollers 24 attached at their tips are provided.
When the guide roller 24 of each of the guide roller stays 23 is brought into contact with the inner side surface of the support column 4 to roll by using the contact surface of the support column 4 as a guide, the work stage 18 is moved up and down. The suspension beam 17 is guided by the support column 4 through the guide roller stays 23 to be lifted and lowered, so that the work stage 18 can be smoothly and stably moved up and down.

【0014】更に、上記左右の吊ビーム17の両端部に
は、上記ガイドローラスティ23との干渉を避けて図5
に拡大して示す如く、それぞれ外方へL字型に張り出し
て支柱4の前後方向対向面に重合配置されるようにした
ストッパプレート25を取り付け、該ストッパプレート
25に、上記支柱4の前後方向対向面部の上下方向所要
間隔位置に穿設しておいたロック孔26と対応するよう
にしたロック孔27を適数個設けて、ロック孔27,2
6にロックピン28を差し込むことにより、吊ビーム1
7の位置を支柱4の任意の高さ位置に保持させて作業ス
テージ18を任意の高さ位置に固定させるようにしてあ
る。
Further, at both ends of the left and right suspension beams 17, avoiding interference with the guide roller stay 23, FIG.
As shown in the enlarged view of FIG. 3, stopper plates 25 each having an L-shape outwardly projecting so as to be overlapped with the front and rear direction opposing surfaces of the support column 4 are attached, and the stopper plate 25 is attached to the stopper plate 25 in the front and rear direction. An appropriate number of lock holes 27 are provided so as to correspond to the lock holes 26 formed at required vertical intervals in the facing surface portion, and the lock holes 27, 2 are provided.
By inserting the lock pin 28 into 6, the suspension beam 1
The position of 7 is held at an arbitrary height position of the column 4, and the work stage 18 is fixed at an arbitrary height position.

【0015】今、一例として、図1において二点鎖線で
示す如く、地中を所要深さ掘削して形成された掘削部3
2の側壁32aの中に凝固剤を注入する作業を行う場合
について説明すると、先ず、掘削部32の底部に、ベー
ス材30を敷いて、その上に2本の走行用レール8を敷
設する。次に、上記走行用レール8上で架台1を組み立
てると共に、組み立てた架台1の上部フレーム2に固定
されたアイプレート29から各々チェーンブロック16
を吊り下げて、該チェーンブロック16に吊ビーム17
の両端部を支持させて懸吊させ、この吊ビーム17上に
作業ステージ18を載せて組み付け、更に、作業ステー
ジ18上に凝固剤注入用の作業機械31を搭載させるよ
うにする。しかる後、車輪7を駆動装置6の駆動で回転
させることにより架台1を走行用レール8に沿わせて作
業すべき位置まで移動させた後、アウトリガー9を格納
状態から展張させて走行用レール8を基台としてセット
し、架台1を走行用レール8上に固定させるようにす
る。この場合、アウトリガー9の展張位置は、アーム1
2の回動位置がピン孔14へのピン13の差し込みによ
って選定できるようにしてあることから、ジャッキ15
を走行用レール8上面よりも更に左右方向へ開いて左右
のアウトリガー9のジャッキ15間の寸法を大きくして
架台1を安定性よく支持し固定することができる。
Now, as an example, as shown by a chain double-dashed line in FIG. 1, the excavated portion 3 is formed by excavating the ground to a required depth.
Explaining the case of performing the work of injecting the coagulant into the second side wall 32a, first, the base material 30 is laid on the bottom of the excavation portion 32, and the two traveling rails 8 are laid on the base material 30. Next, the gantry 1 is assembled on the traveling rails 8 and the chain blocks 16 from the eye plates 29 fixed to the upper frame 2 of the assembled gantry 1 are respectively assembled.
The suspension beam 17 on the chain block 16
Both end portions of the above are supported and suspended, and the working stage 18 is mounted on the hanging beam 17 and assembled, and the working machine 31 for injecting a coagulant is further mounted on the working stage 18. Thereafter, the wheels 7 are rotated by the drive of the drive device 6 to move the gantry 1 along the traveling rails 8 to a position to be worked, and then the outriggers 9 are extended from the retracted state to travel the traveling rails 8. Is set as a base, and the gantry 1 is fixed on the rail 8 for traveling. In this case, the extended position of the outrigger 9 is the arm 1
Since the turning position of 2 can be selected by inserting the pin 13 into the pin hole 14, the jack 15
Can be further opened in the left-right direction from the upper surface of the traveling rail 8 to increase the dimension between the jacks 15 of the left and right outriggers 9 so that the pedestal 1 can be stably supported and fixed.

【0016】次に、凝固剤注入用の作業機械31を凝固
剤注入個所に一致させるようにするために、チェーンブ
ロック16を操作して吊ビーム17を上昇又は下降させ
ることにより、作業ステージ18を所定の高さ位置へ変
位させるようにし、作業ステージ18が所定の高さ位置
まで移動させられると、上記吊ビーム17の両端部に固
設してあるストッパプレート25のロック孔27を支柱
4のロック孔26に合わせてロックピン28を差し込む
ことにより作業ステージ18を安定化させるようにす
る。
Next, in order to match the working machine 31 for injecting the coagulant to the coagulant injecting point, the chain block 16 is operated to raise or lower the suspension beam 17 to move the work stage 18. When the work stage 18 is moved to a predetermined height position so as to be displaced to a predetermined height position, the lock holes 27 of the stopper plates 25 fixed to both ends of the suspension beam 17 are fixed to the support columns 4 of the support column 4. The work stage 18 is stabilized by inserting the lock pin 28 according to the lock hole 26.

【0017】上記の状態において、凝固剤注入用の作業
機械31により側壁32aの中に凝固剤を注入させるよ
うにする。この際、注入作業を行う側壁32aに面する
手摺り棚5が注入作業の邪魔になるような場合は、その
部分の手摺り棚5を取り外しておけばよく、又、注入作
業を行う側壁32aに面する作業ステージ18の端から
補助ステージ20を張り出させておけば、作業ステージ
18を拡張できて、作業員が側壁32aに近付くことが
できるできるようになる。
In the above state, the coagulant is injected into the side wall 32a by the work machine 31 for injecting the coagulant. At this time, if the handrail shelf 5 facing the side wall 32a for performing the injection work interferes with the injection work, the handrail shelf 5 at that portion may be removed, and the side wall 32a for the injection work may be removed. If the auxiliary stage 20 is extended from the end of the work stage 18 facing the front, the work stage 18 can be expanded, and the worker can approach the side wall 32a.

【0018】凝固剤の注入作業を側壁32aの上下方向
へ変更するときは、ロックピン28を抜いてから図1に
二点鎖線で示す如くチェーンブロック16を操作して吊
ビーム17を上下方向に変位させることにより作業ステ
ージ18を上下方向に移動させ、所定位置で停止した
後、上記と同様にロックピン28をストッパプレート2
5のロック孔27と支柱4のロック孔26に通してロッ
クさせるようにする。
When changing the operation of injecting the coagulant in the vertical direction of the side wall 32a, the lock pin 28 is removed and then the chain block 16 is operated as shown by the chain double-dashed line in FIG. By displacing the work stage 18 in the vertical direction and stopping at a predetermined position, the lock pin 28 is moved to the stopper plate 2 in the same manner as above.
The lock hole 27 of the column 5 and the lock hole 26 of the column 4 are passed through for locking.

【0019】このようにして上下方向にわたり側壁32
aの複数個所に凝固剤の注入作業を終了すると、アウト
リガー9のジャッキ15を上昇させた後、架台1を走行
用レール8上を走行させて次の作業個所へと移動させ、
作業個所に来ると、上記と同様にして架台1を固定した
後、注入作業を行うようにする。以後同様な動作を繰り
返して側壁32aの全域にわたり架台1を足場として必
要な諸作業を行うようにする。
In this way, the side wall 32 extends in the vertical direction.
When the work of injecting the coagulant into a plurality of points of a is completed, the jack 15 of the outrigger 9 is raised, and then the gantry 1 is moved on the traveling rail 8 to move to the next work point,
When it comes to the work place, after fixing the gantry 1 in the same manner as described above, the injection work is performed. After that, the same operation is repeated to perform various necessary works with the gantry 1 as a scaffold over the entire area of the side wall 32a.

【0020】上述したように、本発明においては、側壁
32aの中に凝固剤を注入する作業に際し、鉄パイプ製
の足場を作業すべき複数の個所の全長に亘って組む必要
がなく、架台1の内側に吊下げ支持させた作業ステージ
18上に凝固剤注入用の作業機械31を一旦搭載させて
しまえば、作業ステージ18の設置替えや凝固剤注入用
の作業機械31の搭載替えを行う必要がないので、効率
よく短期間にて凝固剤注入作業を実施することができ
る。又、架台1に取り付けた手摺り柵5は、前後左右の
各外側に配置してあるため、架台1の内側を広く有効に
使うことができる。
As described above, in the present invention, when the coagulant is injected into the side wall 32a, it is not necessary to assemble the scaffold made of iron pipe over the entire length of the plurality of parts to be worked, and the pedestal 1 Once the work machine 31 for injecting the coagulant is once mounted on the work stage 18 which is suspended and supported inside, the work stage 18 and the work machine 31 for injecting the coagulant need to be replaced. Therefore, the coagulant injection work can be efficiently performed in a short period of time. Further, since the handrail fences 5 attached to the gantry 1 are arranged on the outer sides of the front, rear, left and right, the inner side of the gantry 1 can be widely and effectively used.

【0021】次に、図6は本発明の他の実施の形態とし
て、2本の吊ビーム17の両端を吊る合計4個のチェー
ンブロック16による昇降量を異にして作業ステージ1
8を傾斜した状態に配置して使用する際のロック機構の
一例を示すもので、上記実施の形態では、作業ステージ
18を水平状態で昇降させて任意の高さ位置に固定して
用いる場合を示したが、作業ステージ18上に搭載する
作業機械31と側壁32aとの関係で作業ステージ18
を左右方向に傾斜させた姿勢にして用いると有利な場合
があるが、この場合は、側壁32aとは反対側の前後に
あるチェーンブロック16による上昇量を多くすること
により作業ステージ18を左右方向へ傾斜させることが
でき、この姿勢で使用するときの作業ステージ18の姿
勢の安定化を図るために、吊ビーム17の端部に固設し
てあるストッパプレート25を、外側へ更に大きく張り
出させ、その位置にロック孔27aを適宜数設けたもの
である。
Next, FIG. 6 shows another embodiment of the present invention, in which the work stage 1 is different in the amount of lifting and lowering by a total of four chain blocks 16 that suspend both ends of two suspension beams 17.
8 shows an example of a lock mechanism when the 8 is arranged in an inclined state and is used. In the above-described embodiment, the case where the work stage 18 is vertically moved up and down and fixed at an arbitrary height position is used. Although shown, the work stage 31 is mounted on the work stage 18 due to the relationship between the work machine 31 and the side wall 32a.
It may be advantageous to tilt the work stage 18 in the left-right direction, but in this case, the work stage 18 is moved in the left-right direction by increasing the amount of lift by the chain blocks 16 on the opposite side of the side wall 32a. In order to stabilize the posture of the work stage 18 when it is used in this posture, the stopper plate 25 fixed to the end of the suspension beam 17 is further extended to the outside. The lock holes 27a are appropriately provided at that position.

【0022】図6に示す実施の形態とした場合には、側
壁側の吊ビーム17に固定されたストッパプレート25
のロック孔27を支柱4のロック孔26にロックピン2
8によって位置決めした後、側壁とは反対側の吊ビーム
17のみをチェーンブロック16にて上昇させることに
より、上昇させられた吊ビーム17に固定のストッパプ
レート25のロック孔27aを支柱4のロック孔26に
合わせてロックピン28によって位置決めさせるように
すると、作業ステージ18を左右方向に傾斜配置したと
きの姿勢を安定化させることができる。
In the case of the embodiment shown in FIG. 6, the stopper plate 25 fixed to the suspension beam 17 on the side wall side.
Of the lock pin 27 to the lock hole 26 of the column 4
After the positioning is performed by 8, the chain block 16 raises only the hanging beam 17 on the side opposite to the side wall, so that the lock hole 27a of the stopper plate 25 fixed to the raised hanging beam 17 is fixed to the lock hole of the column 4. If the work pin 18 is positioned in accordance with the position 26 by the lock pin 28, the posture when the work stage 18 is tilted in the left-right direction can be stabilized.

【0023】なお、本発明は上記実施の形態にのみ限定
されるものではなく、たとえば、吊ビーム17を介して
作業ステージ18を昇降させるためにチェーンブロック
16を用いた場合を示したが、他の吊上装置を用いるよ
うにしてもよいこと、又、一例として地中を掘削して形
成された掘削部32の側壁32aへの凝固剤注入用の作
業機械31を用いての凝固剤注入作業について示した
が、道路の建設において山側を切削して形成した側壁の
山留工事や、土砂崩れのおそれがある個所の山留工事に
おいては、道路の路面に走行用レール8を敷設すること
により採用できること、又、作業ステージ18には他の
作業機械を搭載させて側壁にアンカーを打ち込む等の作
業を行わせるものに適用できること、更に、吊ビーム1
7に取り付けてあるガイドローラスティ23を常時ガイ
ドローラ24が支柱4に押し当てられるようにスプリン
グ等で付勢させるようにした構成としておくことがで
き、このようにしておけば、図6の如く作業ステージ1
8を傾斜させた姿勢で昇降動作させるときにも円滑に昇
降させることができて有利であること、その他本発明の
要旨を逸脱しない範囲内において種々変更を加え得るこ
とは勿論である。
The present invention is not limited to the above-mentioned embodiment, but for example, the case where the chain block 16 is used to move up and down the working stage 18 via the suspension beam 17 has been shown. May be used, and as an example, the coagulant injection work using the work machine 31 for injecting the coagulant into the side wall 32a of the excavation portion 32 formed by excavating the ground. However, in the case of mountain retaining work on the side wall formed by cutting the mountain side during road construction and mountain retaining work at a place where there is a possibility of landslide, it is adopted by laying the traveling rail 8 on the road surface. What can be done, it can be applied to the work stage 18 mounted with another work machine to perform a work such as driving an anchor on the side wall, and the hanging beam 1
The guide roller stay 23 attached to 7 can be configured to be constantly urged by a spring or the like so that the guide roller 24 is constantly pressed against the support column 4, and if this is done, as shown in FIG. Work stage 1
Needless to say, it is advantageous that the device 8 can be smoothly moved up and down even when the device 8 is moved up and down in an inclined posture, and that various changes can be made without departing from the scope of the present invention.

【0024】[0024]

【発明の効果】以上述べた如く、本発明の壁面作業用足
場装置によれば、直方体形状の骨組構造とした架台を、
走行用レールに沿い前後方向へ走行できるようにし、該
架台内の左右両側部に配置した吊ビームを吊上装置で吊
り、該吊ビーム上に作業ステージを載置したので、作業
ステージに一旦作業機械を搭載すれば、作業個所の変更
の都度、作業機械を搭載替えすることなく目的とする作
業個所へ容易に移動させることができ、作業範囲が長大
であっても足場を組むことなく作業を実施することがで
きて、作業工期の短縮化を図ることができ、又、作業ス
テージを左右方向へ伸縮できるようにすることにより、
作業ステージを壁面に近付けることができて、作業性を
よくすることができ、更に、吊ビームにガイドローラス
ティを取り付けて、ガイドローラを支柱に沿わせて転動
させるようにしてあるので、吊ビームをチェーンブロッ
クの如き吊上装置で吊って昇降させる場合に安定よく昇
降させることができて、作業ステージの揺れをなくすこ
とができる、等の優れた効果を発揮する。
As described above, according to the scaffolding device for wall surface work of the present invention, the pedestal having a rectangular parallelepiped frame structure is provided.
It is possible to travel in the front-back direction along the rails for traveling, and the hanging beams arranged on both left and right sides inside the frame are hung by the hoisting device, and the working stage is placed on the hanging beam. When the machine is installed, the work machine can be easily moved to the desired work site without changing the machine every time the work site is changed, and work can be performed without building a scaffold even if the work range is large. It can be carried out, the work period can be shortened, and the work stage can be expanded and contracted in the left and right directions.
The work stage can be brought closer to the wall surface, improving workability. Furthermore, the guide roller stay is attached to the suspension beam so that the guide roller rolls along the support column. When the beam is hung up and down by a lifting device such as a chain block, the beam can be stably moved up and down, and it is possible to eliminate shaking of the work stage, which is an excellent effect.

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

【図1】本発明の壁面作業用足場装置の一実施の形態を
示す正面図である。
FIG. 1 is a front view showing an embodiment of a wall surface scaffolding device of the present invention.

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

【図3】作業ステージの平面図である。FIG. 3 is a plan view of a work stage.

【図4】アウトリガー取付部の平面図である。FIG. 4 is a plan view of an outrigger mounting portion.

【図5】図2のV−V拡大矢視図である。5 is an enlarged view of VV in FIG.

【図6】本発明の他の実施の形態を示すもので、図2の
V−V拡大矢視に対応する概要図である。
FIG. 6 shows another embodiment of the present invention, and is a schematic diagram corresponding to the line V-V enlarged view of FIG.

【符号の説明】[Explanation of symbols]

1 架台 2 上部フレーム 3 下部フレーム 4 支柱 6 駆動装置 7 車輪 9 アウトリガー 16 チェーンブロック(吊上装置) 17 吊ビーム 18 作業ステージ 23 ガイドローラスティ 24 ガイドローラ 1 Stand 2 Upper Frame 3 Lower Frame 4 Support 6 Drive 7 Wheel 9 Outrigger 16 Chain Block (Lifting Device) 17 Hanging Beam 18 Working Stage 23 Guide Roller Stay 24 Guide Roller

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 上部フレームと下部フレームと支柱とか
ら直方体形状の骨組構造として組み立てた架台に車輪を
取り付けて、走行用レールに沿い、前後方向へ走行でき
るようにし、該架台の支柱に沿って昇降できるようにガ
イドローラスティを介してガイドローラを両端部に備え
る2本の吊ビームを左右両側部に配置して、該各吊ビー
ムの両端を、上記上部フレームの四隅から吊り下げた吊
上装置にそれぞれ支持させて、該吊上装置により吊ビー
ムが昇降できるようにし、且つ上記左右の吊ビーム上に
作業ステージを載置し、更に、上記下部フレームの四隅
にアウトリガーを装備させた構成を有することを特徴と
する壁面作業用足場装置。
1. A wheel is attached to a frame assembled from an upper frame, a lower frame, and a column as a rectangular parallelepiped frame structure so that the vehicle can travel in the front-rear direction along a traveling rail, and along the column of the frame. Two suspension beams provided with guide rollers at both ends via guide roller stays are arranged on both left and right sides, and both ends of each suspension beam are suspended from the four corners of the upper frame. Each of them is supported by a device so that the hoisting beam can be lifted and lowered by the hoisting device, work stages are placed on the left and right hoisting beams, and further, outriggers are provided at the four corners of the lower frame. A scaffolding device for wall work characterized by having.
【請求項2】 作業ステージを、左右方向へ伸縮可能と
した請求項1記載の壁面作業用足場装置。
2. The scaffolding device for wall surface work according to claim 1, wherein the work stage is extendable in the left-right direction.
JP22605095A 1995-08-11 1995-08-11 Scaffolding equipment for wall work Expired - Lifetime JP2967508B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22605095A JP2967508B2 (en) 1995-08-11 1995-08-11 Scaffolding equipment for wall work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22605095A JP2967508B2 (en) 1995-08-11 1995-08-11 Scaffolding equipment for wall work

Publications (2)

Publication Number Publication Date
JPH0957661A true JPH0957661A (en) 1997-03-04
JP2967508B2 JP2967508B2 (en) 1999-10-25

Family

ID=16839013

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22605095A Expired - Lifetime JP2967508B2 (en) 1995-08-11 1995-08-11 Scaffolding equipment for wall work

Country Status (1)

Country Link
JP (1) JP2967508B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008231862A (en) * 2007-03-23 2008-10-02 Okumura Corp Movable scaffold device in cutting edge, and earth retaining method for cutting face, using it
JP2013218102A (en) * 2012-04-09 2013-10-24 Hitachi Ltd Frame for movable equipment for safety experience
CN106002894A (en) * 2016-07-12 2016-10-12 摆卫兵 Emergency repairing tool kit rapidly unfolded and folded
CN113427457A (en) * 2021-06-28 2021-09-24 中建八局南方建设有限公司 Upper hanging rack based on BIM technology and suitable for welding L-shaped steel beam column

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008231862A (en) * 2007-03-23 2008-10-02 Okumura Corp Movable scaffold device in cutting edge, and earth retaining method for cutting face, using it
JP4693806B2 (en) * 2007-03-23 2011-06-01 株式会社奥村組 Moving scaffold device in blade edge and method of retaining the face using this moving scaffold device
JP2013218102A (en) * 2012-04-09 2013-10-24 Hitachi Ltd Frame for movable equipment for safety experience
CN106002894A (en) * 2016-07-12 2016-10-12 摆卫兵 Emergency repairing tool kit rapidly unfolded and folded
CN113427457A (en) * 2021-06-28 2021-09-24 中建八局南方建设有限公司 Upper hanging rack based on BIM technology and suitable for welding L-shaped steel beam column

Also Published As

Publication number Publication date
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