JPH0736993Y2 - Self-lifting scaffolding equipment - Google Patents

Self-lifting scaffolding equipment

Info

Publication number
JPH0736993Y2
JPH0736993Y2 JP10392291U JP10392291U JPH0736993Y2 JP H0736993 Y2 JPH0736993 Y2 JP H0736993Y2 JP 10392291 U JP10392291 U JP 10392291U JP 10392291 U JP10392291 U JP 10392291U JP H0736993 Y2 JPH0736993 Y2 JP H0736993Y2
Authority
JP
Japan
Prior art keywords
floater
work
self
scaffold
work scaffold
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
JP10392291U
Other languages
Japanese (ja)
Other versions
JPH0667682U (en
Inventor
守一 志村
Original Assignee
東亜鉄工株式会社
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 東亜鉄工株式会社 filed Critical 東亜鉄工株式会社
Priority to JP10392291U priority Critical patent/JPH0736993Y2/en
Publication of JPH0667682U publication Critical patent/JPH0667682U/en
Application granted granted Critical
Publication of JPH0736993Y2 publication Critical patent/JPH0736993Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)
  • Revetment (AREA)

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案は、鋼管杭製の桟橋などの
水上鋼杭の塗装などの補修作業時の足場として使用する
自己昇降式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 self-elevating scaffolding device used as a scaffold for repair work such as painting of floating steel piles such as a pier made of steel pipe piles.

【0002】[0002]

【従来の技術】従来、上記のごとき水上にある鋼杭の塗
装などの補修作業をする際には、その鋼杭の接水部分に
ダイバーがフロータの付いた足場装置をバンドなどで締
め付け、さらに鋼杭の高所部に補修のためには、下部の
足場装置の上に順次足場を積み重ねて行く作業を行なっ
ており、その組付作業およびその撤去時の解体作業も大
変である。
2. Description of the Related Art Conventionally, when performing repair work such as painting steel piles on water as described above, a diver tightens a scaffolding device with a floater on the water contacting portion of the steel piles with a band or the like, and In order to repair the high places of steel piles, the scaffolding device is piled up on the scaffolding device at the bottom, and the assembling work and the dismantling work at the time of removal are difficult.

【0003】従って、このような鋼杭の補修用の足場構
築および解体には繁雑な手作業と、多くの作業員を要
し、その費用がかさむという問題があった。
Therefore, the construction and disassembly of the scaffolding for repairing such steel piles requires complicated manual work and a large number of workers, and the cost thereof is high.

【0004】[0004]

【考案が解決しようとする課題】本考案は、前記従来の
問題点を解決するためになされたものであり、水面上に
設けられた鋼杭の補修時に、その鋼杭の周囲に対する取
付けおよび取外しが簡単であり、かつ高所作業に対して
も容易にその足場を昇降でき、足場構築費用の低減をは
かりうる自己昇降式足場装置を提供することを解決課題
としたものである。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems of the prior art, and when repairing a steel pile provided on the water surface, mounting and dismounting it around the steel pile. It is an object of the present invention to provide a self-elevating scaffolding device that is simple and that can easily raise and lower the scaffolding even for high-altitude work, and can reduce the cost of constructing the scaffolding.

【0005】[0005]

【課題を解決するための手段】上記の課題を解決するた
めの手段として、本考案の自己昇降式足場装置は、鋼杭
の外周に挟持可能で、かつ取外し可能な半割締付式のフ
ロータの上部に、半割式の作業足場を、両者を上下に連
結する1対の門型主柱を介して、適宜な昇降装置により
上下に昇降自在に載置することにより構成され、上記の
ごとき作業足場を上部に載置したフロータを補修する鋼
杭位置まで曳航し、鋼杭を挟持して締付けて、フロータ
上の作業足場から鋼杭の補修作業ができ、しかもその作
業足場をフロータに対して上下に昇降させて、高所の補
修も容易に行なうことができる。
As a means for solving the above-mentioned problems, a self-elevating scaffolding device of the present invention is a semi-tightening type floater which can be clamped on the outer circumference of a steel pile and is removable. A half-divided work scaffold is placed on the upper part of the table so that it can be vertically moved up and down by an appropriate lifting device via a pair of portal main columns that connect the two vertically. The work scaffold can be towed to the steel pile position to repair the floater mounted on the upper part, and the steel pile can be clamped and tightened to repair the steel pile from the work scaffold on the floater. It can be easily moved up and down to repair high places.

【0006】[0006]

【実施例】以下図面を参照して本考案の実施例を説明す
るが、図1は本考案の自己昇降式足場装置の一実施例に
おける全体斜視図で、図2は図1の作業足場の平面図、
図3は図1のフロータの平面図、図4は図1のA−A方
向の概略側面図、図5は図1のB−B方向の概略側面
図、図6は図4の作業足場の降下時の概略側面図であ
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is an overall perspective view of an embodiment of the self-elevating scaffolding device of the present invention, and FIG. Plan view,
3 is a plan view of the floater of FIG. 1, FIG. 4 is a schematic side view of the AA direction of FIG. 1, FIG. 5 is a schematic side view of the BB direction of FIG. 1, and FIG. 6 is a work scaffold of FIG. It is a schematic side view at the time of descent.

【0007】まず、この自己昇降式足場装置は、下部に
図3に示すような半割締付式のフロータ1と、その上部
に載置される図2に示す半割式の作業足場2とからな
り、これらはいずれも締付ボルト3で両端を接続した2
つ割りになっており、補修しようとする図1の一点鎖線
で示す水上に立設された鋼杭4の外周に挟持できるよう
になっている。
First, in this self-elevating scaffolding device, a half-clamping type floater 1 as shown in FIG. 3 is provided at the bottom, and a half-type working scaffolding 2 shown in FIG. It consists of 2 and each has both ends connected with a tightening bolt 2.
It is divided into pieces and can be clamped on the outer circumference of the steel pile 4 which is to be repaired and which is erected on the water as shown by the alternate long and short dash line in FIG.

【0008】次に、上記のフロータ1と作業足場2とは
左右1対の門型主柱5、すなわち合計4本の昇降ロッド
5Aにより連結されているが、これら門型主柱5の上端
は作業足場2の下面にヒンジ6で回動可能に取付けら
れ、その下端はフロータ1を貫通の上、各2本の昇降ロ
ッド5Aが連結材5Bで連結されており、1対の門型主
柱5により作業足場2とフロータ1とを上下に連結して
いるので、両者がほぼ平行に安定して支持されることに
なる。
Next, the floater 1 and the work scaffold 2 are connected by a pair of left and right main gate columns 5, that is, a total of four lifting rods 5A. The upper ends of the main gate columns 5 are connected to each other. A hinge 6 is rotatably attached to the lower surface of the work scaffold 2, and the lower end of the work scaffold 2 penetrates the floater 1 and two lifting rods 5A each are connected by a connecting member 5B. Since the work scaffold 2 and the floater 1 are vertically connected by 5, the two are stably supported substantially parallel to each other.

【0009】また、これら昇降ロッド5Aが貫通するフ
ロータ1の各貫通部には、それぞれロッドガイド7設け
られ、さらにフロータ1上には図3のごとく作業足場2
を載置する複数のストッパ8が立設されており、図2に
示す作業足場2の鋼杭4を挟持する部分には複数のガイ
ドローラ9と左右各1基のハンドウインチ10が設けら
れている。
Further, rod guides 7 are provided at the respective penetrating portions of the floater 1 through which the elevating rods 5A penetrate, and the work scaffold 2 is provided on the floater 1 as shown in FIG.
A plurality of stoppers 8 for mounting the slabs are provided upright, and a plurality of guide rollers 9 and one left and right hand winches 10 are provided in a portion of the work scaffold 2 that holds the steel piles 4 therebetween. There is.

【0010】さらに、上記作業足場2をフロータ1上に
昇降自在とするため、一端をフロータ1上の各ワイヤー
止め12に係止した2本のワイヤー11を、各門型主柱
5の下部の連結材5Bのシーブブロック13で変向さ
せ、再びフロータ1上のガイドシーブ14経由、作業足
場2上のハンドウインチ10を巻き上げることにより、
この作業足場2がフロータ1上の任意の高さに昇降自在
になっており、その任意の位置でハンドウインチ10の
ストッパで係止可能になっているが、作業足場2を安定
させるために、作業足場2には鋼杭4に対する固定バン
ド15が設けられている。
Further, in order to allow the work scaffold 2 to move up and down on the floater 1, two wires 11 having one ends locked to the wire stoppers 12 on the floater 1 are attached to the lower part of each gate type main pillar 5. By changing the direction at the sheave block 13 of the connecting member 5B and winding up the hand winch 10 on the work scaffold 2 again via the guide sheave 14 on the floater 1,
This work scaffold 2 can be raised and lowered to an arbitrary height on the floater 1 and can be locked by a stopper of the hand winch 10 at any position, but in order to stabilize the work scaffold 2, The working scaffold 2 is provided with a fixing band 15 for the steel pile 4.

【0011】次に、以上の構成からなる自己昇降式足場
装置の使用要領につき説明すると、図6の格納状態で水
面W上を作業現場までフロート1の浮力によりこの装置
を曳航し、補修しようとする鋼杭4に対しフロータ1と
作業足場2とを半割開放の状態から鋼杭4を挟持するよ
うにセットし、締付ボルト3を締付けして鋼杭4に固定
させる。
Next, a description will be given of how to use the self-elevating scaffolding device having the above-described structure. In the retracted state of FIG. 6, the buoyancy of the float 1 tow the device to the work site to repair the device. The floater 1 and the work scaffold 2 are set so that the steel pile 4 is sandwiched between the steel pile 4 and the steel pile 4, and the tightening bolt 3 is tightened to fix the steel pile 4 to the steel pile 4.

【0012】ここで、作業足場2に設けられたガイドロ
ーラ9を鋼杭4の外径に合わせて調整の上締付け、左右
のハンドウインチ10を同様に回転して作業足場2を図
4および図5に示す所要の高さ位置に昇降させ、所要位
置で固定バンド15のボルトを締付け、作業足場2の安
定を良くした上で鋼杭4の補修作業を行なう。一方、補
修作業の完了後は上記と逆の操作を行なって再び図6の
状態に格納して、曳航により他の作業場所に移動する。
Here, the guide roller 9 provided on the work scaffold 2 is adjusted and tightened according to the outer diameter of the steel pile 4, and the left and right hand winches 10 are similarly rotated to move the work scaffold 2 to the positions shown in FIGS. 5 is moved up and down to the required height position, and the bolts of the fixing band 15 are tightened at the required position to improve the stability of the work scaffold 2 and then the steel pile 4 is repaired. On the other hand, after the completion of the repair work, the operation reverse to the above is carried out to store the state of FIG. 6 again, and the vehicle is moved to another work place by towing.

【0013】なお、上記の実施例の装置は、垂直に立設
させた鋼杭4の補修用に使われる例を示しているが、傾
斜して設けられた鋼杭の場合に対しても、作業足場2と
フロータ1とを傾斜した状態の門型主柱を介して昇降自
在に載置すれば本考案の装置を適用可能である。また、
作業足場2をフロータ1からさらに高い位置まで昇降す
る必要がある場合は、門型主柱5の長さを長くすれば良
いが、水深が浅くて長い門型主柱5の採用ができない時
には、その門型主柱5を2つ折り、または3つ折りなど
の多段式の折りたたみ方式を採用することで対応でき
る。
Although the apparatus of the above-mentioned embodiment shows an example used for repairing the steel piles 4 which are vertically erected, even in the case of the steel piles which are inclined, The device of the present invention can be applied if the work scaffold 2 and the floater 1 are placed so as to be able to move up and down via the main gate-shaped pillar in an inclined state. Also,
When it is necessary to raise and lower the work scaffold 2 from the floater 1 to a higher position, the length of the gate-type main pillar 5 may be increased, but when the water depth is shallow and the long gate-type main pillar 5 cannot be adopted, This can be dealt with by adopting a multi-stage folding method such as folding the gate type main pillar 5 in two or three.

【0014】さらに、上記作業足場2の昇降装置とし
て、この実施例ではハンドウインチ10によるワイヤー
11の巻き取り方式を採用しているが、これには限定せ
ず、ラックアンドピニオン方式などどのような昇降の手
段を用いてもよい。
Further, as the lifting device for the working scaffold 2, the winding system of the wire 11 by the hand winch 10 is adopted in this embodiment, but the invention is not limited to this and any rack and pinion system can be used. Elevating means may be used.

【0015】[0015]

【考案の効果】以上に説明したように、本考案の自己昇
降式足場装置によれば水上に設けられた鋼杭の補修作業
時に、その補修足場を鋼杭の周囲に容易に、かつ迅速に
取付けることができ、安定した状態での作業ができると
共に、高所作業に対してもその作業足場を自己操作によ
り容易に昇降できるので鋼杭補修作業の能率の向上と、
足場構築費用の低減がはかれるという効果がある。
As described above, according to the self-elevating scaffolding device of the present invention, at the time of repairing a steel pile installed on the water, the repairing scaffold can be easily and quickly placed around the steel pile. It can be installed and work can be performed in a stable state, and even for work at heights, the work scaffold can be easily moved up and down by self-operation, improving the efficiency of steel pile repair work,
This has the effect of reducing the cost of building the scaffold.

【0016】また、本考案の足場装置は、そのフロータ
によって必要な現場に水上を曳航により容易に移動で
き、運搬費用も安価になるという利点がある。さらに、
足場を取付けるために、杭にブラケット等を溶接する必
要がないので、溶接による杭の損傷がない。
Further, the scaffolding device of the present invention has the advantage that it can be easily moved to the required site by towing on the water by the floater and the transportation cost is low. further,
Since it is not necessary to weld brackets or the like to the pile to attach the scaffold, there is no damage to the pile due to welding.

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

【図1】本考案の自己昇降式足場装置の一実施例におけ
る全体斜視図である。
FIG. 1 is an overall perspective view of an embodiment of a self-elevating scaffolding device of the present invention.

【図2】図1の作業足場の平面図である。2 is a plan view of the work scaffold of FIG. 1. FIG.

【図3】図1のフロータの平面図である。FIG. 3 is a plan view of the floater of FIG.

【図4】図1のA−A方向の概略側面図である。FIG. 4 is a schematic side view in the AA direction of FIG.

【図5】図1のB−B方向の概略側面図である。5 is a schematic side view in the BB direction of FIG. 1. FIG.

【図6】図4の作業足場の格納時の概略側面図である。6 is a schematic side view of the work scaffold of FIG. 4 when stored.

【符号の説明】[Explanation of symbols]

1 フロータ 2 作業足場 4 鋼杭 5 門型主柱 5A 昇降ロッド 6 ヒンジ 10 ハンドウインチ 11 ワイヤー 1 Floater 2 Working scaffold 4 Steel pile 5 Gate type main pillar 5A Lifting rod 6 Hinge 10 Hand winch 11 Wire

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 鋼杭の外周に挟持可能な半割締付式のフ
ロータの上部に、半割式の作業足場を、両者を上下に連
結する1対の門型主柱を介して、上下に昇降自在に載置
した自己昇降式足場装置。
1. A half-divided work scaffold is provided on the upper part of a half-division type floater that can be held on the outer periphery of a steel pile, and a half-division work scaffold is vertically arranged via a pair of gate-type main columns connecting the two vertically. A self-elevating scaffolding device that can be lifted and lowered.
JP10392291U 1991-12-17 1991-12-17 Self-lifting scaffolding equipment Expired - Fee Related JPH0736993Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10392291U JPH0736993Y2 (en) 1991-12-17 1991-12-17 Self-lifting scaffolding equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10392291U JPH0736993Y2 (en) 1991-12-17 1991-12-17 Self-lifting scaffolding equipment

Publications (2)

Publication Number Publication Date
JPH0667682U JPH0667682U (en) 1994-09-22
JPH0736993Y2 true JPH0736993Y2 (en) 1995-08-23

Family

ID=14366923

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10392291U Expired - Fee Related JPH0736993Y2 (en) 1991-12-17 1991-12-17 Self-lifting scaffolding equipment

Country Status (1)

Country Link
JP (1) JPH0736993Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102017449B1 (en) * 2019-01-18 2019-09-02 방윤성 Lifting truss

Also Published As

Publication number Publication date
JPH0667682U (en) 1994-09-22

Similar Documents

Publication Publication Date Title
US6039506A (en) Method and apparatus for the offshore installation of multi-ton packages such as deck packages and jackets
US5975807A (en) Method and apparatus for the offshore installation of multi-ton packages such as deck packages and jackets
CN111877345B (en) Steel pipe pile positioning device for steel trestle construction in water area and construction method
CN116181147A (en) Construction method of self-lifting hydraulic synchronous jacking chimney
US3699688A (en) Apparatus and method for removing and/or adding column sections to a column of a marine structure
JPH0736993Y2 (en) Self-lifting scaffolding equipment
CN115839173B (en) Concrete pouring device and construction method in steel tube concrete column
US4271578A (en) Method and apparatus for removing a slewing ring from a pedestal mounted crane
CN216807824U (en) Pipeline mobile device for hydraulic engineering
CN214330135U (en) Hoisting and dismantling device for steel truss with conical top umbrella frame in shallow round warehouse
CN215718439U (en) Offshore booster station self-adaptive stepless regulation ladder climbing facility under thick sludge condition
JP3242775B2 (en) Installation method of vertical container
CN117386212A (en) Novel closed type iron tower construction process
JP3027920B2 (en) Piping unit and its installation method
US1944833A (en) Support
CN113846827A (en) Jacking platform suitable for foundation ditch
CN218619279U (en) Heavy tubular object trolley shipping tool
CN113027324A (en) Offshore booster station self-adaptive stepless regulation ladder climbing facility under thick sludge condition
CN223433798U (en) A steel cofferdam hoisting and lowering platform
CN222477459U (en) Movable positioning frame for wharf piling
CN116971355B (en) Floating steel platform structure with tower crane foundation and its installation method
JPH0835358A (en) Construction method of tower-like structure and supporting structure used therefor
CN216194746U (en) Planting pile guide frame
CN220284599U (en) Main bearing support system in steel box girder water
CN212885825U (en) Assembling tool in side

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees