JP2001323415A - Scaffold structure for working for water's edge structure and moving operation mechanism therefor - Google Patents

Scaffold structure for working for water's edge structure and moving operation mechanism therefor

Info

Publication number
JP2001323415A
JP2001323415A JP2000147871A JP2000147871A JP2001323415A JP 2001323415 A JP2001323415 A JP 2001323415A JP 2000147871 A JP2000147871 A JP 2000147871A JP 2000147871 A JP2000147871 A JP 2000147871A JP 2001323415 A JP2001323415 A JP 2001323415A
Authority
JP
Japan
Prior art keywords
scaffold
work
working
water
waterside
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.)
Pending
Application number
JP2000147871A
Other languages
Japanese (ja)
Inventor
Mitsuo Konno
光男 昆野
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.)
NIPPON SCUBA SENSUI KK
Original Assignee
NIPPON SCUBA SENSUI 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 NIPPON SCUBA SENSUI KK filed Critical NIPPON SCUBA SENSUI KK
Priority to JP2000147871A priority Critical patent/JP2001323415A/en
Publication of JP2001323415A publication Critical patent/JP2001323415A/en
Pending legal-status Critical Current

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Landscapes

  • Movable Scaffolding (AREA)
  • Bridges Or Land Bridges (AREA)
  • Revetment (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a scaffold structure for working for a water's edge structure and a moving operation mechanism therefore, stably and easily handled for working such as repairing or cleaning the structure, to thereby safely execute each work. SOLUTION: Plural main supporting members 11 and auxiliary supporting members 2 are arranged at an angle, a working scaffold 1 is formed on the main and auxiliary supporting members 11 and 12, a peripheral frame member is provided on the working scaffold 1, and a connecting part for stationing in a fixed part in an existing structure 2 is formed on the working scaffold 1.

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】本発明は水辺構造体に対する
作業用足場構造体およびその移動操作機構に係り、水上
の如きにおける構造体の底面や下面などに対する補修な
いし清掃などの作業をなすための安定で取扱いの容易な
足場構造体およびその移動操作をなすための操作機構を
提供し、上記したような水上などにおける上向き作業を
安定且つ的確に実施せしめると共に適宜且つ平易に移動
設定せしめて相当の面積を有する作業域に対し比較的コ
ンパクトな設備により円滑な作業を能率的に実施せしめ
ようとするものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a working scaffold structure for a waterside structure and a mechanism for moving the scaffold structure, and a stabilizing structure for repairing or cleaning the bottom and lower surfaces of the structure such as above water. The present invention provides a scaffold structure that is easy to handle and an operation mechanism for performing a moving operation thereof, and performs an upward operation on water or the like as described above stably and accurately, and also appropriately and easily moves and sets a considerable area. The purpose of the present invention is to make it possible to carry out a smooth operation efficiently with a relatively compact facility in a work area having the above.

【0002】[0002]

【従来の技術】水上構造物に対する各種の作業をなすに
当たって足場を用いることは従来から種々に採用され、
実施されて来たところであるが、水上における作業であ
ることから目的の構造物等に対して足場を安定に設定す
ることは必ずしも容易でなく、相当の工数と時間が必要
であって、特に安定な取付けを得るようにしたものはそ
の設定ないし移動のための工数が多い。
2. Description of the Related Art The use of scaffolds in performing various operations on water structures has been conventionally employed in various ways,
Although it has just been implemented, it is not always easy to set the scaffold stably for the target structure etc. because it is work on water, and it requires considerable man-hours and time, and it is particularly stable In order to obtain a proper mounting, many man-hours are required for setting or moving.

【0003】前記足場の設定に関して側壁面の如きに対
する作業の場合には屋上または上部階層からの吊下げ方
式を採用し得るが、水域構造物の下面やデッキ底面の如
きに対する作業をなすための足場については適切な支持
部を求めることが困難で特別な設定部を形成することが
一般的である。
[0003] In the case of work on the side wall surface for setting the scaffold, it is possible to adopt a hanging method from the roof or the upper floor, but a scaffold for performing the work on the lower surface of the water body structure or the bottom of the deck. It is generally difficult to find an appropriate support portion, and a special setting portion is generally formed.

【0004】[0004]

【発明が解決しようとする課題】上記したような従来の
技術においては何れにしても水辺構造物に対し足場を安
定に設定することが困難であり、特に水面上に構成され
た構造体の底面のような条件下においては特別な設定部
を設ける如き、足場設定のための特別な加工、工作を必
要とし、著しい不利を伴う。仮設的に設定される足場に
おいては一般的に安定性に欠け、この安定性を高めるよ
うにしたものにおいてはその設定ないし移動操作の工数
が嵩むこととならざるを得ない。
In any of the above-mentioned prior arts, it is difficult to stably set a scaffold for a waterside structure, and in particular, the bottom surface of a structure formed on the water surface is difficult. Under such conditions, special processing and work for setting a scaffold, such as providing a special setting section, are required, which is accompanied by a significant disadvantage. Scaffolds that are temporarily set generally lack stability, and those that increase this stability have to increase the number of steps of setting or moving operations.

【0005】上記のように水上構造物の下面やデッキ底
面において足場設定のための特別な加工や工作は当該構
造物の利用上または外観を損なうことが大きく、清掃や
補修のためのそうした加工、工作は建造物に対し著しい
不利、変形を与えることとなることも一般的に知られて
いる通りである。また移動ないし移設操作も困難である
ことから対象物の全般に対する足場となるようなことが
多い。
As described above, the special processing or work for setting the scaffolding on the lower surface of the floating structure or the bottom surface of the deck greatly impairs the use or appearance of the structure, and such processing for cleaning or repairing, It is also generally known that constructions cause significant disadvantages and deformations to buildings. In addition, since it is difficult to move or relocate, it often serves as a scaffold for the entire object.

【0006】なお水上構造物の場合においては作業者等
が水中に転落する危険があるので足場の設定に当たって
は入念な配設を必要とし、特に構造物底面に対する足場
を設定するには下部水中に固定された支持材などを必要
とするので煩雑であり、場合によっては潜水服を着用し
た水中作業者を必要とするので作業能率に劣り、しかも
作業コストが相当に嵩むこととならざるを得ない。勿論
危険度も高いこととなる。
In the case of a floating structure, there is a danger that an operator or the like may fall into the water. Therefore, careful setting is required when setting the scaffold. It is complicated because it requires fixed support materials, etc.In some cases, it requires in-water workers wearing diving clothes, so work efficiency is inferior, and work costs must be considerably increased . Of course, the risk is also high.

【0007】[0007]

【課題を解決するための手段】本発明は上記したような
従来技術における不利、欠点を解消することについて検
討を重ね、水辺構造物の下面やデッキ底面の如きにおい
て一般的に採用されている桁部材(または梁部材)の如
きを利用して足場を適切に設定することに成功し、また
比較的簡易な取付け構成によって安定な設定状態を形成
し、しかもその移動操作を簡易且つ迅速化することに成
功したものであって、以下の如くである。
SUMMARY OF THE INVENTION The present invention has been studied to solve the disadvantages and drawbacks of the prior art as described above, and has been generally employed on the underside of waterside structures and the bottom of decks. Successful setting of the scaffold by using a member (or beam member) and the like, and a stable setting state is formed by a relatively simple mounting structure, and the moving operation thereof is simplified and speeded up. It has been successful as follows.

【0008】(1) 夫々複数本の主受部材と副受部材
とを交叉状に配列すると共にそれら主副部材上に作業用
足場を形成し、該作業用足場上に周側枠部材を設け、し
かも前記作業用足場に既設構造物における固定部に定位
置化するための連結部を形成したことを特徴とした水辺
構造体に対する作業用足場構造体。
(1) A plurality of main receiving members and sub receiving members are arranged in an intersecting manner, a work scaffold is formed on each of the main and sub members, and a peripheral frame member is provided on the work scaffold. In addition, a work scaffold structure for a waterside structure, wherein a connection portion for positioning the work scaffold at a fixed portion of an existing structure is formed.

【0009】(2) 作業用足場上に設けられた周側枠
部材に既設構造物における固定部に対する接合部を対設
したことを特徴とした前記(1)項に記載の水辺構造体
に対する作業用足場構造体。
(2) The work for the waterside structure according to the above (1), wherein a joint portion to a fixed portion of the existing structure is provided opposite to the peripheral frame member provided on the work scaffold. Scaffold structure.

【0010】(3) 作業用足場に多孔構造板状部材に
よる足場材を張設したことを特徴とした前記(1)、
(2)項の何れか1つに記載の水辺構造体に対する作業
用足場構造体。
(3) A scaffold made of a porous plate member is stretched on a work scaffold (1).
(2) A work scaffold structure for the waterside structure according to any one of (2).

【0011】(4) 交叉状に配列された主受部材と副
受部材の何れか一方または双方に浮力部体を取付けて水
辺構造物に対する作業用足場構造体を水面上に浮遊せし
め、この浮遊状態で前記作業用足場構造体を移動操作す
ることを特徴とする水辺構造体に対する作業用足場構造
体の移動操作機構。
(4) A buoyancy member is attached to one or both of the main receiving member and the sub-receiving member arranged in an intersecting manner so that the working scaffold structure for the waterside structure is floated on the water surface. A moving operation mechanism of the work scaffold structure with respect to the waterside structure, wherein the work scaffold structure is moved and operated in a state.

【0012】(5) 交叉状に配列された主受部材と副
受部材の何れか一方または双方に複数個の浮力部体を配
設して水面上または空中に浮遊せしめることを特徴とす
る前記(4)項に記載の水辺構造体に対する作業用足場
構造体の移動操作機構。
(5) A plurality of buoyancy members are arranged on one or both of the main receiving member and the sub receiving member arranged in a cross shape so as to float on the water surface or in the air. (4) The moving operation mechanism of the working scaffold structure with respect to the waterside structure according to the item (4).

【0013】上記したような本発明によるものは、夫々
複数本の主受部材と副受部材とを交叉状に配列すると共
にそれら主副部材上に足場を形成したことにより、安定
した足場構造体を形成せしめ、また作業者が一般的地上
における作業に近い状態で、安全に作業せしめ得る。
According to the present invention as described above, a stable scaffold structure is provided by arranging a plurality of main receiving members and sub receiving members in a crossing manner and forming a scaffold on the main and sub members. Can be formed, and the worker can safely work in a state close to the work on a general ground.

【0014】また上述したように構成された足場上に周
側枠部材を設け、しかも前記足場に既設構造物における
桁部材のような固定部材に連繋するための連結材を取付
けるようにしたことによって作業者などの転落を適切に
防止せしめ、既設構造物における固定部材を利用して上
述したような足場を適切に取付けしめる。
Further, by providing a peripheral frame member on the scaffold constructed as described above, and attaching a connecting member for connecting to a fixing member such as a girder member in an existing structure on the scaffold. A fall of an operator or the like is appropriately prevented, and the above-described scaffold is appropriately mounted by using a fixing member in an existing structure.

【0015】なお上記したような足場上に設けられた周
側枠部材に既設構造物における固定部に対する接合部を
対設したことによって該固定部に対する単なる接合によ
って適切に連繋固定化せしめ、簡易に安定な設定関係を
形成せしめ、上述したような安全性を高める。
The peripheral frame member provided on the scaffold as described above is provided with a joint portion to the fixed portion of the existing structure, so that the joint is appropriately connected and fixed by simple joining to the fixed portion, thereby simplifying the operation. A stable setting relationship is formed, and the above-described security is enhanced.

【0016】更に本発明のものは上述したような足場上
にエキスパンドメタルの如き多孔構造板状部材による足
場材を張設したことによって水辺などにおける利用条件
下で上記多孔構造板状部材の多孔構造により足場上で滞
水することをなからしめ、またエキスパンド加工時にお
いて形成される好ましい凹凸構造により好ましい滑り止
め作用を得しめて、何れにしても作業者の安定な作業を
行わしめる。
Further, according to the present invention, the porous structure of the porous structure plate-like member can be obtained under the conditions of use at a waterside or the like by providing a scaffold made of a porous structure plate-like material such as expanded metal on the above-described scaffold. This makes it possible to prevent water from staying on the scaffold, and to obtain a preferable non-slip action by a preferable uneven structure formed at the time of the expanding process, and in any case, a worker can perform a stable operation.

【0017】本発明では上記した主受部材の底部に浮力
部体を取付けて足場に浮力を作用せしめた状態で水面上
に浮遊せしめ、上述したような何れかの作業用足場構造
体を移動操作するようにしたことにより、元来が困難な
作業条件である水面ないし水中における足場の取扱い、
移動操作を著しく容易とする。
In the present invention, a buoyancy member is attached to the bottom of the main receiving member to float on the water surface while applying buoyancy to the scaffold, and any one of the working scaffold structures as described above is moved. Handling of scaffolds on the surface of the water or underwater, which are originally difficult working conditions,
The moving operation is remarkably easy.

【0018】また本発明のものは交叉状に配列された主
受部材と副受部材の何れか一方または双方に複数個の浮
力部体を配設して水面上の如きに浮遊せしめることによ
り上記したような水面上における安定した容易な移動取
扱操作を行わしめる。
In the present invention, a plurality of buoyancy members are provided on one or both of the main receiving member and the sub-receiving member arranged in a cross shape so as to float as if on the water surface. A stable and easy moving handling operation on the water surface as described above is performed.

【0019】[0019]

【発明の実施の形態】上記したような本発明によるもの
の具体的な実施態様を添付図面に示すものについて説明
すると、本発明による足場構造体1が適用される構造物
の1例として水面上に突出して設けられる棧橋のような
適用構造物2の場合は、図1、図2と共に図3以下にお
いても適宜に示す如くである。即ち両側に鋼管柱21の
如きを用いた両側支持柱20には棧橋のような水上構造
物2の長さ方向にそって連結桁23が設けられると共に
幅方向においても連結桁24が適当な高さ範囲において
形成されている。なお上記したような柱体21および桁
体23、24による構造体は図2に示すように施工域に
おける実線で示すような水底40の水深方向に沿って配
設される場合および仮想線で示すような水際線に沿った
水底ライン41にそった場合の何れにおいても同様に採
用することができる。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a scaffold structure according to the present invention; FIG. In the case of an applied structure 2 such as a jug bridge that is provided to protrude, it is as shown appropriately in FIGS. That is, a connecting girder 23 is provided along the length direction of the floating structure 2 such as a bridge on both side supporting columns 20 using steel tube columns 21 on both sides, and the connecting girder 24 has an appropriate height in the width direction. Formed in the range. The above-described structure including the column body 21 and the girder bodies 23 and 24 is disposed along the depth direction of the water bottom 40 as shown by a solid line in the construction area as shown in FIG. In any case along the water bottom line 41 along such a shoreline, the same can be adopted.

【0020】上記したような棧橋などの構造物2に対し
採用される足場1の1例は図3以下に示す如くであっ
て、鋼管の如きである複数本の主受部材11と副受部材
12が交叉状に配列され、これらの受部材11、12上
に更に比較的小径の受け材13を配設し、該受け材13
に対して横つなぎ材14で連結された垂立材15を列設
せしめて鋼製軽量足場材16の如きを受け材13上に配
設した足場部が上述したような適用構造物2における連
結桁23の両側に形成され、また振れ止め材17や水平
つなぎ材18、根がらみ材19などが取付けられてい
る。
One example of the scaffold 1 used for the structure 2 such as a bridge as shown above is shown in FIG. 3 and thereafter, and includes a plurality of main receiving members 11 and secondary receiving members such as steel pipes. 12 are arranged in an intersecting manner, and a relatively small diameter receiving member 13 is further disposed on these receiving members 11 and 12.
The vertical members 15 connected to each other by the horizontal connecting members 14 are arranged in a row, and the scaffolding portion arranged on the receiving member 13 such as the lightweight scaffold member 16 made of steel is connected to the applied structure 2 as described above. Formed on both sides of the girder 23, a steady rest member 17, a horizontal connecting member 18, a root member 19 and the like are attached.

【0021】足場1の中央部に配設された複数列の踏板
6は本発明における1つの好ましい特質性を有してお
り、即ち図4や図5、図8などに示すように所謂エキス
パンドメタルの如き多孔構造板状材が採用される。つま
り、このエキスパンドメタルは多孔組織に加工されるに
当たって、単に多孔化されるだけでなく、その板面にお
いて適切な屈曲による凹凸構造が形成され、その多孔組
織によって海面などの水面に設定された場合に波浪など
によって板面上に浸水した場合においても急速に排水す
る。しかもそのエキスパンド化のために得られた連続凹
凸構造は連続した緩やかな突出構造をなし、該踏板6面
の歩行者などに対し滑り止め作用をなし、波浪などによ
る浸水条件下においても安全な歩行を得しめる。
The plurality of rows of treads 6 arranged at the center of the scaffold 1 have one preferable characteristic of the present invention, that is, as shown in FIG. 4, FIG. 5, FIG. And a porous plate-like material as described above. In other words, when this expanded metal is processed into a porous structure, it is not only simply made porous, but also when an uneven structure is formed on the plate surface by appropriate bending, and the porous structure is set on the water surface such as the sea surface. Even when water is flooded on the board surface by waves or the like, the water is quickly drained. Moreover, the continuous uneven structure obtained for the expansion has a continuous and gentle protruding structure, has a non-slip effect on pedestrians on the tread 6 surfaces, and can safely walk even under flooded conditions due to waves. Get

【0022】上述したような足場1の図1、2に示した
ような構造物2に対する取付状態は図3または図5、図
6あるいは図8に示す如くであって、足場1の端部側に
設けられた上述したような垂立材15および該垂立材1
5に取付けられた横つなぎ材14と振れ止め材17に対
し取付座板25が取付けられて連結桁10にセットされ
ることにより足場1は連結桁10に対し一定の間隔を採
って設定される。
The mounting state of the above-described scaffold 1 to the structure 2 as shown in FIGS. 1 and 2 is as shown in FIG. 3 or FIG. 5, FIG. 6 or FIG. Upright 15 and upright 1 as described above provided in
The scaffold 1 is set at a constant distance from the connecting girder 10 by attaching the mounting seat plate 25 to the horizontal connecting member 14 and the steady rest 17 attached to 5 and setting it on the connecting girder 10. .

【0023】上記したような建造物2の連結桁10と足
場1との間には別に図7および図8に示すようにワイヤ
またはロープのような緊締材4が捲回され、前記した図
5または図6に示す如く足場1より適当な高さに設けら
れた緊締操作手段3による緊締操作を受ける。即ち緊締
操作手段3は図7および図8に示すように連結桁10に
対しワイヤ防護金具27、スナッチブロック22および
両端側の端部金具25と中間金具26を用いて図1、2
および図8に示すような連結桁10に図3で示したよう
な受け材13および主副の受部材11、12から成る足
場1部分を緊締するもので、スナッチブロック22にお
けるフック部分22aは端部金具25に向けて設定さ
れ、またその滑車部分22bはワイヤ防護金具27と中
間金具26との間に懸架されたワイヤと係合するように
成っている。なお連結桁10の両側においてはワイヤの
両端部がエキスパンドメタルの多孔構造を利用して適宜
に装脱され、前記緊締材4による連結取付け操作は円滑
に達成し得る。
As shown in FIGS. 7 and 8, a fastening member 4 such as a wire or a rope is separately wound between the connecting girder 10 of the building 2 and the scaffold 1 as shown in FIGS. Alternatively, as shown in FIG. 6, a tightening operation is performed by the tightening operation means 3 provided at an appropriate height from the scaffold 1. That is, as shown in FIGS. 7 and 8, the tightening operation means 3 uses the wire protection metal fitting 27, the snatch block 22, the end metal fittings 25 on both ends and the intermediate metal fitting 26 with respect to the connecting girder 10 as shown in FIGS.
And a connecting beam 10 as shown in FIG. 8 for tightening the scaffold 1 portion comprising the receiving member 13 and the main and sub receiving members 11, 12 as shown in FIG. 3, and the hook portion 22a of the snatch block 22 has an end. The pulley portion 22b is set toward the metal fitting 25, and the pulley portion 22b is adapted to engage with the wire suspended between the wire protection metal fitting 27 and the intermediate metal fitting 26. On both sides of the connecting girder 10, both ends of the wire are appropriately attached and detached using a porous structure of expanded metal, so that the connecting and attaching operation by the tightening member 4 can be achieved smoothly.

【0024】上記した端部金具25は別に図9として示
す如くであって、両側に略90°の角度を採ってワイヤ
を挿通する孔30の形成された板部28が金具25の板
面に直角状として対設されたものであり、このような金
具25が連結桁10の両端側に対設され、これらの端部
金具25、25が前述した図8のように中間金具26の
両側において対称的に配設されたものであり、前記中間
金具26はその幅方向中間部における垂立部26aの両
端側にそれぞれ挿通孔29が対設されたものである。
The above-mentioned end bracket 25 is separately shown in FIG. 9, and a plate portion 28 having holes 30 formed on both sides thereof at an angle of about 90 ° and through which a wire is inserted is formed on the plate surface of the bracket 25. Such metal fittings 25 are provided opposite to both ends of the connecting girder 10, and these end metal fittings 25, 25 are provided on both sides of the intermediate metal fitting 26 as shown in FIG. The intermediate fittings 26 are symmetrically arranged, and the insertion holes 29 are respectively provided on both ends of the vertical portion 26a at the intermediate portion in the width direction.

【0025】上記したような構成におけるワイヤ(また
はロープ)の係脱操作は図示のものにおいて前記図5と
共に図11に示す如くであって、前記ワイヤ5の中間部
が足場1の一部に設けられた旋回軸31部分に導かれ、
また該旋回軸31にはハンドル32が適宜に装脱し得る
ようになっており、前記旋回軸31に対しワイヤ5また
はロープその他の条索4の端部側または折返し状に屈曲
された中間部を係止させた状態でハンドル32により旋
回軸31を回動することによって導かれたワイヤ5の両
端部(または中間部)を牽引し足場1を棧橋その他の構
造物2に固定する。また反対にハンドル32を逆転する
ことによって上記のような足場1の固定状態を解脱し、
適宜に移動せしめて設定することができる。
The operation of engaging and disengaging the wire (or rope) in the above-described configuration is as shown in FIG. 11 together with FIG. 5 in the drawing, and an intermediate portion of the wire 5 is provided in a part of the scaffold 1. Guided to the swivel shaft 31
A handle 32 can be appropriately attached to and detached from the turning shaft 31. The wire 5 or the rope or the other end of the rope 4 or an intermediate portion bent in a folded manner with respect to the turning shaft 31 is provided. By rotating the turning shaft 31 with the handle 32 in the locked state, both ends (or an intermediate portion) of the led wire 5 are pulled to fix the scaffold 1 to the bridge and other structures 2. Conversely, by reversing the handle 32, the fixed state of the scaffold 1 as described above is released,
It can be set by moving it appropriately.

【0026】前記したワイヤ5は図5または図6、更に
は図7から図9に示すように、構造物2における連結桁
10の頂面中央部両端側に図8に示すように対設された
固定金具34、34と該連結桁10の両側に取付けられ
た多孔組織材(エキスパンドメタルなど)による足場板
6,6、6,6との境界部直上に配設されたワイヤ防護
金具27、27を介して図7に示すように主副の受部材
11、12などから成る足場1に連結されている。即ち
上記のようにワイヤ5、5などの条索4で連結された足
場1はその自重によって構造物2(従って構造物2の下
方に位置した水面など)に対しワイヤ5、5などの条索
の長さに従い略一定の高さ状態を採ることとなり、又こ
のように設定された足場1は前記ハンドル32による旋
回軸31の回転操作で適宜に昇降せしめられ、何れにし
ても夫々の位置で安定な足場を形成維持して前記構造物
2などに対する所要の連結取付け作業を円滑に遂行する
ことができる。
As shown in FIG. 5 or FIG. 6 and FIGS. 7 to 9, the above-mentioned wire 5 is provided opposite to both ends of the center of the top surface of the connecting girder 10 in the structure 2 as shown in FIG. A wire protection metal fitting 27 provided just above the boundary between the fixed metal fittings 34, 34 and the scaffold plates 6, 6, 6, 6 made of a porous tissue material (such as expanded metal) attached to both sides of the connecting girder 10; As shown in FIG. 7, the scaffold 1 is connected to the scaffold 1 including the main and sub receiving members 11, 12 and the like. That is, as described above, the scaffold 1 connected by the cords 4 such as the wires 5, 5, etc., with respect to the structure 2 (accordingly, the water surface located below the structure 2) by its own weight. And the scaffold 1 set in this manner is appropriately raised and lowered by rotating the turning shaft 31 by the handle 32, and in any case, at each position. It is possible to form and maintain a stable scaffold and smoothly carry out a required connecting work to the structure 2 or the like.

【0027】なお上記したような足場1には受材13や
振れ止め材17上に軽量足場材16と共に垂立材15、
図3に示すような横つなぎ材14、軽量足場材16、振
れ止め材17、水平つなぎ材18、根がらみ材19など
が配設され、また構造物2における連結桁10の側面に
対しては間隔設定材9が設けられていて連結桁10の周
側や下面に対する安全な作業域を形成していることは図
7などに示す如くである。
In the scaffold 1 as described above, the upright 15 and the lightweight scaffold 16 are provided on the receiving material 13 and the steady rest 17.
As shown in FIG. 3, a horizontal connecting member 14, a lightweight scaffolding member 16, a steady rest member 17, a horizontal connecting member 18, a ridge member 19, and the like are provided. As shown in FIG. 7 and the like, the space setting member 9 is provided to form a safe working area for the peripheral side and the lower surface of the connecting girder 10.

【0028】更に本発明による足場1はその採用が水面
上において行われる場合に図11と図12に示すよう
に、1例として図13に示すような浮力部体(ブイ)7
を採用することができる。即ち本発明によるものはその
足場1が適宜の作業位置、即ち棧橋のような構造物2に
並設された連結桁10の直下に移動されることが必要で
あり、このような移動操作は特に水面上のような作業条
件下で該足場1が基本的には小型であるとしてもそれな
りの大きさを有することから困難性が高いが、図13に
示すような浮力部体7の複数個を採用することにより水
面上に安定して浮上させることが可能である。つまりこ
のようにすることによって浮遊条件下で平易に移動する
ことができる。また足場1の設定においてもこの浮力部
体7を採用することによって水面からの適当な作業に好
ましい高さ位置を採って平易に的確な作業を行わしめ得
る。目的位置に移動した後の前記ワイヤ5による固定化
も比較的僅かな操作で的確に達成することができる。な
お浮力部体7は比較的水深のないような条件下で図1
1、12に示すようにそれなりに多数個採用してよい
が、また大形部体を採用することによって4個程度を配
設するようにしてよく、それによって該浮力部体7の装
脱を能率化することができる。
Further, when the scaffold 1 according to the present invention is employed on the surface of the water, as shown in FIGS. 11 and 12, a buoyancy member (buoy) 7 as shown in FIG.
Can be adopted. That is, according to the present invention, the scaffold 1 needs to be moved to an appropriate working position, that is, directly below the connecting girder 10 juxtaposed to the structure 2 such as a bridge, and such a moving operation is particularly required. Under working conditions such as on the water surface, even if the scaffold 1 is basically small in size, the scaffold 1 has a relatively large size, which is very difficult. However, a plurality of buoyancy members 7 as shown in FIG. By adopting, it is possible to stably float on the water surface. That is, by doing so, it is possible to move easily under floating conditions. Also, in the setting of the scaffold 1, the use of the buoyancy member 7 allows a user to easily and accurately perform the work by setting a preferred height position for an appropriate work from the water surface. Immobilization by the wire 5 after moving to the target position can also be accurately achieved with relatively few operations. It should be noted that the buoyancy member 7 is shown in FIG.
As shown in FIGS. 1 and 12, a large number of the buoyancy members 7 may be used, but approximately four may be provided by adopting a large-sized body. It can be streamlined.

【0029】前記浮力部体7は図13に示したような発
泡樹脂成形体の如きを採用することができて充分な浮力
を与えることができることは図示の通りであるが、斯か
る発泡樹脂成形体による浮力部体にはこの図13に示す
ような連結部8を複数個配設することにより、適当な紐
その他の連結条材を用い、図11、図12に示したよう
に足場1の底部に的確に取付け、配設することができ、
好ましい均衡を採って浮力を与え得る。即ち前述したよ
うな足場1はそれなりに大型(作業者が乗り込んで作業
し得る程度に)なものであっても、水面における浮力を
利用して適宜の位置に移動することができる。
As shown in the drawing, the buoyancy section 7 can adopt a foamed resin molded article as shown in FIG. 13 and can give a sufficient buoyancy. By arranging a plurality of connecting portions 8 as shown in FIG. 13 on the buoyancy portion of the body, an appropriate cord or other connecting member is used, and as shown in FIGS. It can be properly mounted and arranged on the bottom,
A favorable balance may be provided to provide buoyancy. That is, the scaffold 1 as described above can be moved to an appropriate position using buoyancy on the water surface even if the scaffold 1 is reasonably large (to the extent that a worker can get on and work).

【0030】前記浮力部体7は空中においても浮力を得
ることの好ましい場合において軽量気体を充填した風船
状部体を採用することによりその浮力を利用して同様に
実施することができる。なおこのような空気中で浮力を
得、足場1を浮上させる場合においても間隔保持材の如
きを足場上に配設し、作業すべき構造体との間に一定の
間隔を採ることにより安定した設定を得しめる。
In the case where it is desirable to obtain buoyancy even in the air, the buoyancy portion 7 can be similarly implemented by utilizing the buoyancy by employing a balloon-like portion filled with a lightweight gas. It should be noted that even when the buoyancy is obtained in such air and the scaffold 1 is levitated, a stable material such as a spacing material is disposed on the scaffold and a certain gap is provided between the scaffold 1 and a structure to be worked. Get the settings.

【0031】[0031]

【発明の効果】以上説明したような本発明によるとき
は、施工域の面積に対し充分に小型化された足場を順次
に移動せしめて目的の施工をなし得るものであるから相
当の広さを有する施工域に対し小型な足場を用いて能率
的且つ経済的に円滑な施工をなすことが可能であり、海
面や水面上に位置した施工面に対しても適宜に水面を利
用した浮力部体を用いた施工法を採用し得る有利性を有
しており、目的構造物の状態を殆んどそのままで平易に
上記したような施工をなし得るなど、工業的にその効果
の大きい発明である。
According to the present invention as described above, the scaffolding which has been sufficiently miniaturized with respect to the area of the construction area can be sequentially moved to achieve the desired construction, so that a considerable area can be attained. A buoyancy body that can efficiently and economically perform smooth construction using a small scaffold in the construction area that has the construction area, and that uses the water surface as appropriate for construction surfaces located on the sea surface or water surface The invention has the advantage of being able to adopt a construction method that uses the method described above, and is an invention that has a large industrial effect, such as being able to easily perform the construction as described above with almost no change in the state of the target structure. .

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

【図1】本発明における構造物の1例としての棧橋のよ
うな構造物についての平面図である。
FIG. 1 is a plan view of a structure such as a bridge as an example of a structure according to the present invention.

【図2】図1に示した構造物について、その側面図の1
例を示した説明図であって、水深方向にそった断面状態
と水深方向に平行な状態の場合を併せて示したものであ
る。
FIG. 2 is a side view of the structure shown in FIG.
It is explanatory drawing which showed the example, and also showed the case of the state of the cross section along the water depth direction, and the state parallel to a water depth direction.

【図3】本発明における足場の1例について上記構造物
における連結桁との取合い状態を示した側面図である。
FIG. 3 is a side view showing an example of a scaffold according to the present invention in a state where the scaffold is connected to a connecting girder in the above structure.

【図4】本発明によるエキスパンドメタルを用いた足場
機構についての平面図である。
FIG. 4 is a plan view of a scaffold mechanism using expanded metal according to the present invention.

【図5】図4に示した本発明足場機構の水面上構造物に
対する取付状態を示した一部の斜面図である。
FIG. 5 is a partial perspective view showing a state where the scaffolding mechanism of the present invention shown in FIG. 4 is attached to an on-water structure.

【図6】図5に示したものの正面側から見た部分的な斜
面図である。
FIG. 6 is a partial oblique view from the front side of what is shown in FIG. 5;

【図7】本発明による足場機構を図1、2に示したよう
な構造物に取付けた状態の正面図である。
FIG. 7 is a front view showing a state where the scaffold mechanism according to the present invention is attached to a structure as shown in FIGS.

【図8】本発明による足場を水辺構造物における連結桁
に取付けるためのワイヤ掛け機構について連結桁の上面
から見た部分的斜面図である。
FIG. 8 is a partial perspective view of a wire hooking mechanism for attaching a scaffold according to the present invention to a connecting girder in a waterside structure, as viewed from above the connecting girder.

【図9】図8に示したものにおける端部アンカー金具の
平面図と側面図を併せて示した説明図である。
FIG. 9 is an explanatory view showing both a plan view and a side view of the end anchor fitting shown in FIG. 8;

【図10】図8に示したものにおける中間部アンカー金
具の平面図と側面図を併せて示した説明図である。
FIG. 10 is an explanatory view showing both a plan view and a side view of the intermediate anchor in the one shown in FIG. 8;

【図11】本発明における足場が水面上に採用される場
合における浮力部体配設関係を示した横側面図である。
FIG. 11 is a lateral side view showing a buoyancy member arrangement relationship when a scaffold according to the present invention is employed on the water surface.

【図12】図11に示したものの縦側面図である。FIG. 12 is a longitudinal side view of the one shown in FIG. 11;

【図13】図11、12に示したものにおいて採用され
る浮力部体の1例を示した側面図である。
FIG. 13 is a side view showing an example of a buoyancy member employed in the one shown in FIGS.

【符号の説明】[Explanation of symbols]

1 足場 1a その踏板 2 棧橋などの構造物 3 緊締操作手段 4 緊締材 5 ワイヤ 6 多孔組織材による足場板 7 浮力部体 8 その連結部 9 間隔設定手段 10 連結桁(長さ方向) 11 主受部材 12 副受部材 13 受け材 14 横つなぎ材 15 垂立材 16 鋼製軽量足場材 17 振れ止め材 18 水平つなぎ材 19 根がらみ材 20 両側支持柱 21 鋼管柱 22 スナッチブロック 22a フック部分 22b 滑車部分 23 受け材 24 連結桁(幅方向) 25 端部金具 26 中間金具 26a 垂立部 27 ワイヤ防護金具 28 板部 29 挿通孔 30 ワイヤを挿通する孔 31 旋回軸 32 ハンドル 33 アンカー金具 34 固定金具 35 係止部 40 水深方向にそった水底ライン 41 水際線に沿った水底ライン DESCRIPTION OF SYMBOLS 1 Scaffold 1a Its tread plate 2 Structure such as a bridge, etc. 3 Tightening operation means 4 Tightening material 5 Wire 6 Scaffold plate made of porous tissue material 7 Buoyancy part 8 Connection part 9 Interval setting means 10 Connection girder (length direction) 11 Main support Member 12 Secondary receiving member 13 Receiving member 14 Horizontal connecting member 15 Vertical connecting member 16 Steel lightweight scaffolding member 17 Sway stop member 18 Horizontal connecting member 19 Root support member 20 Both-side support columns 21 Steel pipe column 22 Snatch block 22a Hook portion 22b Pulley portion Reference Signs List 23 receiving member 24 connecting girder (width direction) 25 end fitting 26 intermediate fitting 26a upright portion 27 wire protection fitting 28 plate portion 29 insertion hole 30 wire insertion hole 31 pivot shaft 32 handle 33 anchor fitting 34 fixing fitting 35 engagement Stop 40 Water bottom line along the depth of water 41 Water bottom line along the shoreline

フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04G 5/00 E01D 21/02 Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat II (reference) E04G 5/00 E01D 21/02

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 夫々複数本の主受部材と副受部材とを交
叉状に配列すると共にそれら主副部材上に作業用足場を
形成し、該作業用足場上に周側枠部材を設け、しかも前
記作業用足場に既設構造物における固定部に定位置化す
るための連結部を形成したことを特徴とした水辺構造体
に対する作業用足場構造体。
1. A plurality of main receiving members and sub receiving members are arranged in a crossing manner, and a work scaffold is formed on the main and sub members, and a peripheral frame member is provided on the work scaffold. In addition, a working scaffold structure for a waterside structure, wherein a connecting portion for positioning the work scaffold at a fixed portion of an existing structure is formed.
【請求項2】 作業用足場上に設けられた周側枠部材に
既設構造物における固定部に対する接合部を対設したこ
とを特徴とした請求項1に記載の水辺構造体に対する作
業用足場構造体。
2. The work scaffolding structure for a waterside structure according to claim 1, wherein a joint portion to a fixed portion of the existing structure is opposed to a peripheral frame member provided on the work scaffold. body.
【請求項3】 作業用足場に多孔構造板状部材による足
場材を張設したことを特徴とした請求項1、2の何れか
1つに記載の水辺構造体に対する作業用足場構造体。
3. The work scaffold structure for a waterside structure according to claim 1, wherein a scaffold made of a porous plate member is stretched on the work scaffold.
【請求項4】 交叉状に配列された主受部材と副受部材
の何れか一方または双方に浮力部体を取付けて水辺構造
物に対する作業用足場構造体を水面上に浮遊せしめ、こ
の浮遊状態で前記作業用足場構造体を移動操作すること
を特徴とする水辺構造体に対する作業用足場構造体の移
動操作機構。
4. A working scaffold structure for a waterside structure is floated on the water surface by attaching a buoyancy member to one or both of a main receiving member and a sub-receiving member arranged in a cross shape. A moving operation mechanism of the work scaffold structure with respect to the waterside structure, wherein the work scaffold structure is moved and operated.
【請求項5】 交叉状に配列された主受部材と副受部材
の何れか一方または双方に複数個の浮力部体を配設して
水面上または空中に浮遊せしめることを特徴とする請求
項4に記載の水辺構造体に対する作業用足場構造体の移
動操作機構。
5. The method according to claim 1, wherein a plurality of buoyancy members are arranged on one or both of the main receiving member and the sub receiving member arranged in a cross shape so as to float on the water surface or in the air. 5. The moving operation mechanism of the working scaffold structure with respect to the waterside structure according to 4.
JP2000147871A 2000-05-19 2000-05-19 Scaffold structure for working for water's edge structure and moving operation mechanism therefor Pending JP2001323415A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000147871A JP2001323415A (en) 2000-05-19 2000-05-19 Scaffold structure for working for water's edge structure and moving operation mechanism therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000147871A JP2001323415A (en) 2000-05-19 2000-05-19 Scaffold structure for working for water's edge structure and moving operation mechanism therefor

Publications (1)

Publication Number Publication Date
JP2001323415A true JP2001323415A (en) 2001-11-22

Family

ID=18653999

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000147871A Pending JP2001323415A (en) 2000-05-19 2000-05-19 Scaffold structure for working for water's edge structure and moving operation mechanism therefor

Country Status (1)

Country Link
JP (1) JP2001323415A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015229850A (en) * 2014-06-04 2015-12-21 東洋建設株式会社 Scaffold for work and installation method therefor
JP6018691B1 (en) * 2015-12-11 2016-11-02 株式会社フジみらい Suspension scaffold construction method and suspension scaffold with float in bridge structure
JP7463034B2 (en) 2020-06-30 2024-04-08 中国電力株式会社 Suspended scaffolding equipment and suspended scaffolding operation method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015229850A (en) * 2014-06-04 2015-12-21 東洋建設株式会社 Scaffold for work and installation method therefor
JP6018691B1 (en) * 2015-12-11 2016-11-02 株式会社フジみらい Suspension scaffold construction method and suspension scaffold with float in bridge structure
JP7463034B2 (en) 2020-06-30 2024-04-08 中国電力株式会社 Suspended scaffolding equipment and suspended scaffolding operation method

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