JP6860323B2 - Mobile workbench for structure repair - Google Patents

Mobile workbench for structure repair Download PDF

Info

Publication number
JP6860323B2
JP6860323B2 JP2016206360A JP2016206360A JP6860323B2 JP 6860323 B2 JP6860323 B2 JP 6860323B2 JP 2016206360 A JP2016206360 A JP 2016206360A JP 2016206360 A JP2016206360 A JP 2016206360A JP 6860323 B2 JP6860323 B2 JP 6860323B2
Authority
JP
Japan
Prior art keywords
scaffolding
tip
end side
pair
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.)
Active
Application number
JP2016206360A
Other languages
Japanese (ja)
Other versions
JP2018066215A (en
Inventor
修 南
修 南
Original Assignee
株式会社 南組
株式会社 南組
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 株式会社 南組, 株式会社 南組 filed Critical 株式会社 南組
Priority to JP2016206360A priority Critical patent/JP6860323B2/en
Publication of JP2018066215A publication Critical patent/JP2018066215A/en
Application granted granted Critical
Publication of JP6860323B2 publication Critical patent/JP6860323B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • Revetment (AREA)

Description

本発明は、岸壁、防波堤、ダム等の壁面で、平坦面に限らず傾斜面、段付き屈曲面、湾曲面等からなる壁面を有するコンクリート製構築物を陸上から補修するための構築物補修用移動式作業台に関する。 The present invention is a mobile type for repairing a concrete structure for repairing a concrete structure having a wall surface such as a quay, a breakwater, a dam, etc., which is not limited to a flat surface but also has a wall surface consisting of an inclined surface, a stepped curved surface, a curved surface, etc. Regarding the workbench.

例えば、海岸には打ち寄せる波から道路、通行車両、歩行者を守るためにコンクリート製の防波堤を設置しているが、高波が寄せる海岸ではコンクリート製の半円弧状構築物を道路を覆うように構築することが行われている。しかし、このような波の影響を受ける防波堤は波力や塩分に長期間晒されることからコンクリート層が次第に劣化し、亀裂が形成され、終には破損する事態も生じている。
そこで、コンクリート製の構築物については補修、補強作業を行う必要があるが、防波堤の場合従来は構築物に沿って海底から足場を組み上げて設置し、この足場の上で作業員が損傷個所を削ってモルタルを塗布し、或いは亀裂にモルタルを加圧充填する等の作業を行っており、足場の範囲で補修作業を終えたら足場を次の補修箇所に移動させて補修作業を行う、また補修作業が終了したら足場を解体する作業を行っている。
For example, concrete breakwaters are installed on the coast to protect roads, passing vehicles, and pedestrians from the waves that hit the coast, but on the coast where high waves hit, concrete semi-arc-shaped structures are constructed to cover the road. Is being done. However, breakwaters affected by such waves are exposed to wave power and salt for a long period of time, so that the concrete layer gradually deteriorates, cracks are formed, and eventually the breakwater is damaged.
Therefore, it is necessary to repair and reinforce the concrete structure, but in the case of the breakwater, the scaffolding is conventionally assembled and installed from the seabed along the structure, and the worker scrapes the damaged part on this scaffolding. Work such as applying mortar or pressurizing and filling cracks with mortar is performed, and when the repair work is completed within the range of the scaffold, the scaffold is moved to the next repair location and the repair work is performed. When finished, we are working on dismantling the scaffolding.

しかし、構築物の壁面が傾斜面、段付き屈曲面或いは湾曲面の場合には、壁面に沿って足場を組むことが困難か、不可能な場合があり、このような平坦面でない壁面の補修作業に対応できる手段が求められている。
また、護岸や防波堤等の補修箇所は海や川に面しているため、補修工事を行うには海底や川底から足場を組み立てなければならない、補修工事の前後に足場の組立及び解体のための日数を要する、工事中波力の影響を受ける、といった諸事情から工事を円滑に進行できないという問題、台風や低気圧の接近で海が荒れると予想される場合にはその都度足場を解体して撤去しなければならず、工事進行に多大な影響を受けるといった問題、更には作業費が多大に嵩むという問題が生じる。
However, when the wall surface of the structure is an inclined surface, a stepped curved surface, or a curved surface, it may be difficult or impossible to build a scaffold along the wall surface, and repair work for such a non-flat surface surface. There is a need for a means that can respond to this.
In addition, since repair points such as banks and breakwaters face the sea and rivers, scaffolding must be assembled from the seabed or riverbed in order to carry out repair work. The scaffolding should be dismantled each time when it is expected that the sea will be rough due to the approach of a typhoon or low pressure, and the problem that the construction cannot proceed smoothly due to various reasons such as it takes days and is affected by wave force during construction. It has to be removed, which causes a problem that the progress of construction is greatly affected, and a problem that the work cost is very high.

更に、長さのある構築物の補修作業を従来の足場を用いて行う施工方法では、足場を組み立てる、補修作業を行う、足場を解体する、横移動する、再び足場を組み立てる、補修作業を行うという作業を繰り返し行う必要があるため、作業効率を高めるには限界があり、作業完了までに長期間を要し、かつ作業費が嵩むという問題点がある。 Furthermore, in the construction method in which the repair work of a long structure is performed using a conventional scaffold, the scaffold is assembled, the repair work is performed, the scaffold is disassembled, the scaffold is moved laterally, the scaffold is assembled again, and the repair work is performed. Since it is necessary to repeat the work, there is a limit to improving the work efficiency, and there is a problem that it takes a long time to complete the work and the work cost increases.

見出せず。I couldn't find it.

本発明は上述した従来技術の問題点に鑑みなされたもので、コンクリート製構築物の傾斜面、段付き屈曲面或いは湾曲面等の異形の壁面の補修に対応でき、海底や川底から足場を組み立てる必要が無いので波力の影響も殆ど受けないし、荒天による撤去作業は迅速に行うことができるので補修工事自体を効率的に行うことが出来、しかも台風等の到来や通過後に速やかに足場の撤去や設置ができるので作業期間を従来技術に比べて大幅に短縮でき、作業費も大幅に軽減することができる構築物補修用移動式作業台を提供することを目的とする。 The present invention has been made in view of the above-mentioned problems of the prior art, and is capable of repairing irregularly shaped wall surfaces such as inclined surfaces, stepped bent surfaces or curved surfaces of concrete structures, and it is necessary to assemble scaffolding from the seabed or riverbed. Since there is no concrete, it is hardly affected by wave power, and the removal work due to stormy weather can be done quickly, so the repair work itself can be done efficiently, and the scaffolding can be removed promptly after the arrival or passage of a typhoon, etc. The purpose is to provide a mobile workbench for repairing structures, which can be installed, so that the work period can be significantly shortened as compared with the conventional technology, and the work cost can be significantly reduced.

上述した課題を解決するために構成した本発明の手段は、構築物上を移動可能な支持台車と、該支持台車の移動方向に対して直角方向に支持台車から突設され、前記構築物上を転動する車輪を先端側に有するマストを備えた支持枠部からなる左右一対の移動支持体と、該移動支持体の下側に位置して、基端側が前記支持台車に回動可能に連結され、先端側に前記構築物に当接する緩衝体を有する一対の基端側足場材で構成される左右一対の基端側足場体と、基端側が該基端側足場体の先端側に係脱可能かつ回動可能に連結され、先端側下面に車輪を有する一対の先端連結足場材から構成してなる左右一対の先端側足場体と、前記基端側足場体及び先端側足場体を夫々構成する各一対の足場材間に着脱可能に架設される複数の昇降用踏板と、前記マストの上端側に設けた滑車を介して前記先端側足場体と地上側に配置する駆動源との間に張設した昇降用ワイヤを伸縮させることにより、前記左右一対の基端側足場体及び先端側足場体を前記構築物に対して昇降させる足場体昇降機構とからなる。 The means of the present invention configured to solve the above-mentioned problems is a support trolley that can move on the structure, and is projected from the support trolley in a direction perpendicular to the moving direction of the support trolley and rolls on the structure. a pair of right and left moving support comprising a support frame section having a mast having wheels for moving distally, positioned on the lower side of the respective mobile support, pivotally connected base end to said support carriage A pair of left and right base end side scaffolding bodies composed of a pair of base end side scaffolding materials having a shock absorber that abuts on the structure on the tip end side, and the base end side engages with the tip end side of the base end side scaffolding body. A pair of left and right tip-side scaffolds composed of a pair of tip-side scaffolding materials that are rotatably and rotatably connected and have wheels on the tip-side lower surface, and the base end-side scaffolding body and the tip-side scaffolding body, respectively. Between a plurality of elevating treads detachably installed between each pair of scaffolding materials, and a drive source arranged on the ground side and the tip side scaffolding body via a slide provided on the upper end side of the mast. It comprises a scaffolding body elevating mechanism that elevates and retracts the pair of left and right base end side scaffolding bodies and the tip end side scaffolding body with respect to the structure by expanding and contracting the stretched elevating wire.

そして、前記支持台車は、前記構築物上に敷設したガイドレールに走行輪が係合する構成にするとよい。 Then, the support carriage may be configured such that the traveling wheels are engaged with the guide rails laid on the structure.

また、前記左右一対の基端側足場体と先端側足場体との間に、基端側を該基端側足場体に連結し、先端側を前記先端側足場体の基端側に連結し、先端側に前記構築物に当接する緩衝体を設けて構成した左右一対の中間足場体を係脱可能に設けてもよい。 Further, between the pair of left and right base end side scaffold bodies and the tip end side scaffolding body, the base end side is connected to the base end side scaffold body, and the tip end side is connected to the base end side of the tip end side scaffold body. A pair of left and right intermediate scaffolding bodies configured by providing a buffer body in contact with the structure may be provided on the tip end side so as to be detachable.

また、前記基端側足場体、中間足場体及び先端側足場体は、長手方向に昇降用踏板を列設した構成にするとよい。 Further, the base end side scaffolding body, the intermediate scaffolding body, and the tip end side scaffolding body may have a configuration in which elevating treads are arranged in a row in the longitudinal direction.

更に、前記左右一対の中間足場体は、拡開防止杆を架設することにより所定の間隔に保持するとよい。 Further, the pair of left and right intermediate scaffolding bodies may be held at predetermined intervals by installing an expansion prevention rod.

また、前記基端側足場体、中間足場体及び先端側足場体には、安全柵又は安全索を着脱可能に設けるとよい。 Further, a safety fence or a safety rope may be detachably provided on the base end side scaffolding body, the intermediate scaffolding body, and the tip end side scaffolding body.

本発明は上述の如く構成したから下記の諸効果を奏する。
(1)構築物の上面に配置する支持台車により、構築物の壁面に対面する足場体を支持する構成にしたから、波力や流水力の影響を受ける水中に足場を組み立てる必要が無く、足場の組立、解体といった従来の作業が無いので補修作業全体の効率化を図ることができるし、従来技術と比べて作業期間を大幅に短縮することができるので補修作業のコストを大幅に節減することができる。
(2)支持台車は構築物に沿って移動可能であるから、長さのある構築物の補修作業を円滑かつ効率的に行うことができる。
(3)支持台車は、走行輪がガイドレールに係合する構成にしてあるから、足場体を確実かつ安定性良く支持することができるし、支持台車及び足場体は円滑に移動することができる。
(4)基端側足場体と先端側足場体との間に中間足場体を係脱可能に設ける構成にすることで、高さのある補修壁面の補修作業にも対応することができる。
(5)基端側足場体、中間足場体及び先端側足場体は、長手方向に昇降用踏板を列設して構成することにより、補修作業を効率良く、円滑にかつ安全に行うことができる。
(6)中間足場体は、一対の中間連結足場材間に拡開防止杆を架設することにより一定の間隔に保持するので補修作業を安全に、また安心して行うことができる。
(7)基端側足場体、中間足場体及び先端側足場体に、安全柵又は安全索を着脱可能に設けるから、作業員は安心して作業に従事することができるし、補修作業中の落下等の事故を未然に防ぐことができる。
Since the present invention is configured as described above, the following effects are obtained.
(1) Since the scaffolding body facing the wall surface of the structure is supported by the support carriage placed on the upper surface of the structure, it is not necessary to assemble the scaffolding in the water affected by wave power and running water force, and the scaffolding is assembled. Since there is no conventional work such as dismantling, the efficiency of the entire repair work can be improved, and the work period can be significantly shortened as compared with the conventional technology, so that the cost of the repair work can be significantly reduced. ..
(2) Since the support carriage can move along the structure, the repair work of the long structure can be performed smoothly and efficiently.
(3) Since the support carriage is configured such that the traveling wheels engage with the guide rails, the scaffolding body can be supported reliably and stably, and the support carriage and the scaffolding body can move smoothly. ..
(4) By providing an intermediate scaffolding body between the base end side scaffolding body and the tip end side scaffolding body so as to be detachable, it is possible to support repair work on a tall repair wall surface.
(5) The base end side scaffolding body, the intermediate scaffolding body, and the tip end side scaffolding body can be repaired efficiently, smoothly, and safely by arranging the elevating treads in a row in the longitudinal direction. ..
(6) Since the intermediate scaffolding body is held at regular intervals by installing an expansion prevention rod between the pair of intermediate connecting scaffolding materials, the repair work can be performed safely and with peace of mind.
(7) Since safety fences or safety ropes are detachably provided on the base end side scaffolding body, the intermediate scaffolding body, and the tip side scaffolding body, the worker can engage in the work with peace of mind and fall during the repair work. It is possible to prevent accidents such as.

本発明の実施の形態に係る構築物補修用移動式作業台の全体構成を示す側面図である。It is a side view which shows the whole structure of the mobile work table for repairing a structure which concerns on embodiment of this invention. 構築物補修用移動式作業台の正面図である。It is a front view of the mobile work table for repairing a structure. 構築物補修用移動式作業台の部分平面図である。It is a partial plan view of a mobile work table for repairing a structure. 支持台車の部分平面図である。It is a partial plan view of a support carriage. 支持台車の側面図である。It is a side view of a support carriage. 構築物補修用移動式作業台を構成する足場体の説明図である。It is explanatory drawing of the scaffolding body which constitutes the mobile work table for structure repair. 構築物補修用移動式作業台の撤去作業の説明図である。It is explanatory drawing of the removal work of the mobile work table for repairing a structure.

以下、本発明の実施の形態を図面に基づき詳述する。先ず、本実施の形態に係る構築物補修用移動式作業台を用いて補修する構築物の防波堤について説明する。図1及び図7において、51は海岸に沿って設けた車道で、該車道51の左側が海である。52は該車道51に波が被らないように車道51に沿って海岸に構築した防波堤で、該防波堤52は道路51を覆う湾曲状に形成してあり、車道51に沿って数百mの長さからなっている。 Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. First, the breakwater of the structure to be repaired using the mobile work table for repairing the structure according to the present embodiment will be described. In FIGS. 1 and 7, 51 is a roadway provided along the coast, and the left side of the roadway 51 is the sea. Reference numeral 52 denotes a breakwater constructed on the coast along the road 51 so that the road 51 is not covered with waves. The breakwater 52 is formed in a curved shape covering the road 51, and is several hundred meters along the road 51. It consists of length.

図1及び図3において、1、1は前記防波堤52の湾曲した上面52Aに平行に敷設してアンカーで固定した一対のガイドレールを示す。該ガイドレール1、1はコ字型チャンネル材1A、1Aを敷設し、各チャンネル材1Aの上面に長尺の鋼板からなるガイド板1Bを固着して構成してある。そして、後述する支持台車2が安定して移動可能なように、各ガイドレール1と防波堤52の間に厚さの異なるスペーサー1C、1Dを介在させて一対のガイドレール1、1が同一平面になるように設定してある。 In FIGS. 1 and 3, reference numerals 1 and 1 indicate a pair of guide rails laid parallel to the curved upper surface 52A of the breakwater 52 and fixed with anchors. The guide rails 1 and 1 are constructed by laying U-shaped channel materials 1A and 1A and fixing a guide plate 1B made of a long steel plate to the upper surface of each channel material 1A. Then, the pair of guide rails 1 and 1 are flush with each other by interposing spacers 1C and 1D having different thicknesses between the guide rails 1 and the breakwater 52 so that the support carriage 2 described later can move stably. It is set to be.

2は構築物補修用移動式作業台を構成し、ガイドレール1、1上を矢示イ方向に移動する支持台車を示す。該支持台車2は鋼材を略四角形に組んだ枠体3A内にメッシュ鋼板の踏板3Bを張設した長方形のデッキ3と、該デッキ3の前側及び後側の両位置に組付けた左右一対の走行機構4、4と、前記枠体3Aに立設した安全柵5とから構成してあり、図示しない牽引車で走行するようにしてある。
ここで、該各走行機構4は、図4、図5に示すように、四角形の枠部4Aと、該枠部4A内に軸支され、各ガイドレール1のガイド板1Bを両側方から挟む外側及び内側の一対の挟持用車輪4B、4Cと、枠部4Aに軸支され、ガイド板1B上を転動する走行用車輪4Dとから構成してあり、外側の挟持用車輪4Bはガイド板1Bの縁を咥える溝付車輪にすることにより、支持台車2がガイドレール1、1に確実に係合して浮上がることなく安全に走行できるようにしてある。
また、枠部4Aには正面から見て左右の位置に後述する基端側足場体9を連結するための一対の連結片4E、4Eが突設してあり、該各連結片4Eの先端側にはピン穴4Fが形成してある。
Reference numeral 2 denotes a mobile workbench for repairing a structure, and indicates a support carriage that moves on guide rails 1 and 1 in the direction of arrow a. The support carriage 2 consists of a rectangular deck 3 in which a mesh steel plate tread plate 3B is stretched in a frame body 3A in which steel materials are assembled in a substantially quadrangular shape, and a pair of left and right decks assembled at both front and rear positions of the deck 3. It is composed of traveling mechanisms 4 and 4 and a safety fence 5 erected on the frame body 3A, and travels by a towing vehicle (not shown).
Here, as shown in FIGS. 4 and 5, each of the traveling mechanisms 4 is pivotally supported by a quadrangular frame portion 4A and the frame portion 4A, and sandwiches the guide plates 1B of each guide rail 1 from both sides. It is composed of a pair of outer and inner holding wheels 4B and 4C, and a traveling wheel 4D that is pivotally supported by the frame portion 4A and rolls on the guide plate 1B. The outer holding wheel 4B is a guide plate. By using a grooved wheel that holds the edge of 1B, the support carriage 2 is securely engaged with the guide rails 1 and 1 so that the wheel can run safely without floating.
Further, a pair of connecting pieces 4E and 4E for connecting the scaffolding bodies 9 on the base end side, which will be described later, are projected from the frame portion 4A at the left and right positions when viewed from the front, and the tip side of each connecting piece 4E. A pin hole 4F is formed in the hole.

6、6は前記支持台車1の右側と左側の位置に基端側を固着し、先端側を支持台車2の移動方向イに対して直角方向に突出した左右一対の移動支持体を示す。7は該各移動支持体6を構成する支持枠部を示し、該支持枠部7は鋼材7A、7A、・・・を横長方形の箱型に組んで構成し、基端側をデッキ3に夫々固着し、先端側を防波堤52から横方向に突出させた状態になっている。 Reference numerals 6 and 6 indicate a pair of left and right moving supports in which the base end side is fixed to the right and left positions of the support carriage 1 and the tip end side projects in a direction perpendicular to the moving direction a of the support carriage 2. 7 shows the supporting lifting frame section that make up the respective mobile support 6, said supporting Jiwaku unit 7 steel 7A, 7A, constitutes formed a ... a box-shaped horizontal rectangle, the base end side Each of them is fixed to the deck 3, and the tip side is projected laterally from the breakwater 52.

8、8は前記支持枠部7、7の先端に夫々立設した一対のマストを示す。該各マスト8は一対の鋼材からなるマスト材8A、8Aを前記支持枠部7の先端に固着して起立させ、その上端、中間及び下端に連結材8B、8C、8Dを夫々架設し、マスト材8Aを斜め支持材8Eで支持して構成してあり、各マスト8の下端に防波堤52上を転動する支持用車輪8Eを設けることで移動支持体6、6は支持台車2と一体に左右方向に移動可能になっている。 Reference numerals 8 and 8 indicate a pair of masts erected at the tips of the support frame portions 7 and 7, respectively. Each mast 8 has mast materials 8A and 8A made of a pair of steel materials fixed to the tip of the support frame portion 7 and erected, and connecting members 8B, 8C and 8D are erected at the upper end, middle and lower ends of the mast. The material 8A is supported by the diagonal support material 8E, and the moving supports 6 and 6 are integrated with the support carriage 2 by providing the support wheels 8E that roll on the breakwater 52 at the lower end of each mast 8. It can be moved in the left-right direction.

9、9は前記一対の移動支持体6、6の下側に位置して支持台車2に連結することにより、防波堤52の上面52Aに配置する左右一対の基端側足場体を示す。該各基端側足場体9は鋼材からなり、並列する一対の基端側足場材9A、9Aと、該基端側足場材9A、9A間に架設して長手方向に列設した複数の昇降用踏板9B、9B、・・・と、側方手摺9Cとから構成してある。そして、各基端側足場材9Aは基端側9Dにピン穴9Eが形成してあり、支持台車2の連結片4Eのピン穴4Fに連結ピン10を挿嵌して連結することにより、防波堤52の湾曲する上面52Aに沿って上下方向に回動可能になっている。また、基端側足場材9Aの先端側9Fには取付板とばねとロッドで構成した緩衝体11が設けてあり、防波堤52の上面52Aに対する衝撃を緩衝するようにしてある。 Reference numerals 9 and 9 indicate a pair of left and right base end side scaffolding bodies arranged on the upper surface 52A of the breakwater 52 by being located below the pair of moving supports 6 and 6 and being connected to the support carriage 2. Each of the base end side scaffolding bodies 9 is made of a steel material, and is erected between a pair of base end side scaffolding materials 9A and 9A in parallel and the base end side scaffolding materials 9A and 9A and arranged in a row in the longitudinal direction. It is composed of scaffolding plates 9B, 9B, ..., And side handrails 9C. Each base end side scaffolding material 9A has a pin hole 9E formed in the base end side 9D, and the breakwater is connected by inserting the connecting pin 10 into the pin hole 4F of the connecting piece 4E of the support carriage 2. It is rotatable in the vertical direction along the curved upper surface 52A of the 52. Further, a shock absorber 11 composed of a mounting plate, a spring and a rod is provided on the tip end side 9F of the base end side scaffolding material 9A so as to cushion the impact on the upper surface 52A of the breakwater 52.

12、12は前記一対の基端側足場体9、9の各先端側9Fに連結して防波堤52の上面52Aに配置する左右一対の中間足場体を示す。該各中間足場体12は鋼材からなり、並列する一対の中間連結足場材12A、12Aと、該中間連結足場材12A、12A間に架設して長手方向に列設した複数の昇降用踏板12B、12B、・・・と、側方手摺12Cとから構成してあり、中間連結足場材12Aの先端側12Dには前記緩衝体11が同様に設けてある。
そして、各中間連結足場材12Aは基端側12Eを前記基端側足場材9Aの先端側9Dと連結ピン10により連結してあり、防波堤52の湾曲した上面52Aに沿って上下方向に回動可能になっている。
Reference numerals 12 and 12 indicate a pair of left and right intermediate scaffolding bodies connected to the tip end side 9Fs of the pair of base end side scaffolding bodies 9 and 9 and arranged on the upper surface 52A of the breakwater 52. Each of the intermediate scaffolding bodies 12 is made of a steel material, and a pair of parallel intermediate connecting scaffolding materials 12A and 12A and a plurality of elevating treads 12B erected between the intermediate connecting scaffolding materials 12A and 12A and arranged in a row in the longitudinal direction. It is composed of 12B, ..., And a side handrail 12C, and the buffer 11 is similarly provided on the tip end side 12D of the intermediate connecting scaffolding material 12A.
Each of the intermediate connecting scaffolding materials 12A has the base end side 12E connected to the tip end side 9D of the base end side scaffolding material 9A by a connecting pin 10, and rotates in the vertical direction along the curved upper surface 52A of the breakwater 52. It is possible.

13、13は前記一対の中間足場体12、12の先端側12Dに連結して防波堤52の上面52A或いは地盤G上に位置する左右一対の先端側足場体を示す。該各先端側足場体13は鋼材からなり、並列する一対の先端連結足場材13A、13Aと、該先端連結足場材13A、13A間に架設して長手方向に列設した複数の昇降用踏板13B、13B、・・・と、側方手摺13Cと、先端連結足場材13Aの先端側13Dに設けた移動用車輪13Eとから構成してある。
そして、先端連結足場材13Aの基端側13Fは中間連結足場材12Aの先端側12Dと連結ピン10によって連結してあり、先端側足場体13、13は防波堤52の上面52A上及び地盤G上を移動可能になっている。また、移動用車輪13Eより先端に位置して緩衝体11が設けてある。
Reference numerals 13 and 13 indicate a pair of left and right tip side scaffolding bodies connected to the tip end side 12D of the pair of intermediate scaffolding bodies 12 and 12 and located on the upper surface 52A or the ground G of the breakwater 52. Each of the tip side scaffold bodies 13 is made of a steel material, and a pair of tip connecting scaffolding materials 13A and 13A arranged in parallel and a plurality of elevating treads 13B erected between the tip connecting scaffolding members 13A and 13A and arranged in a row in the longitudinal direction. , 13B, ..., The side handrail 13C, and the moving wheel 13E provided on the tip side 13D of the tip connecting scaffolding material 13A.
The base end side 13F of the tip connecting scaffold material 13A is connected to the tip side 12D of the intermediate connecting scaffold material 12A by a connecting pin 10, and the tip side scaffold bodies 13 and 13 are on the upper surface 52A and the ground G of the breakwater 52. Can be moved. Further, a shock absorber 11 is provided at the tip of the moving wheel 13E.

14は前記中間足場体12及び先端側足場体13を昇降させるための足場体昇降機構を示す。該足場体昇降機構14は中間足場体12の先端側12Dに一端を連結した昇降用ワイヤ14Aと、地盤Gに設置し、該昇降用ワイヤ14Aの他端側を巻き取り、巻き戻するウインチ14B(図示せず。)と、前記マスト8の連結材8B、8Bに設けられ、該ワイヤ14Aの中間部位を支持する滑車14Cとから構成してある。
そして、ウインチ14Bで昇降用ワイヤ14Aを巻き取ることにより、図1に一点鎖線で示すように中間足場体12、12と先端側足場体13、13が引き上げられて折り畳んだ状態で防波堤52から離間し、更に引き上げることによって基端側足場体9も先端側9Dが引き上げられることで、足場体9、12,13は移動可能な状態になる。
Reference numeral 14 denotes a scaffold body elevating mechanism for raising and lowering the intermediate scaffold body 12 and the tip side scaffold body 13. The scaffold body elevating mechanism 14 is installed on the ground G and the elevating wire 14A having one end connected to the tip end side 12D of the intermediate scaffolding body 12, and the winch 14B that winds up and rewinds the other end side of the elevating wire 14A. (Not shown) and a scaffold 14C provided on the connecting members 8B and 8B of the mast 8 and supporting an intermediate portion of the wire 14A.
Then, by winding the elevating wire 14A with the winch 14B, as shown by the alternate long and short dash line in FIG. 1, the intermediate scaffolding bodies 12 and 12 and the tip side scaffolding bodies 13 and 13 are pulled up and separated from the breakwater 52 in a folded state. Then, by further pulling up, the scaffolding body 9 on the proximal end side is also pulled up on the distal end side 9D, so that the scaffolding bodies 9, 12, and 13 are in a movable state.

15は作業台で、該作業台15は防波堤52の補修箇所に応じて各足場体9、12、13に着脱可能に係着することにより使用するものである。16は中間足場体12、12間に設けた拡開防止杆で、該拡開防止杆16は金属棒の両端に鈎を設けた構成からなり、両端の鈎を中間連結足場材12A、12Aに係着して架設することで、中間足場体12、12が不用意に拡開することなく安心して作業を行うことを確保するものである。
また、17は金属棒を組んで構成した安全柵で、該安全柵17は各足場体9、12、13に着脱可能に設けることで、作業時の作業員の安全を図っている。なお、上記安全柵17に代えてロープ等の安全索を用いてもよい。
Reference numeral 15 denotes a work table, and the work table 15 is used by being detachably attached to each of the scaffold bodies 9, 12, and 13 according to the repair location of the breakwater 52. Reference numeral 16 denotes an expansion prevention rod provided between the intermediate scaffold bodies 12 and 12, and the expansion prevention rod 16 has a structure in which hooks are provided at both ends of the metal rod, and the hooks at both ends are attached to the intermediate connecting scaffold materials 12A and 12A. By engaging and erection, the intermediate scaffolding bodies 12 and 12 are ensured to work with peace of mind without inadvertently expanding.
Further, reference numeral 17 denotes a safety fence formed by assembling metal rods, and the safety fence 17 is detachably provided on the scaffolding bodies 9, 12 and 13 to ensure the safety of workers during work. A safety rope such as a rope may be used instead of the safety fence 17.

本実施の形態は上述の構成からなるもので、次にその作用について説明する。
先ず、補修対象である防波堤52の上面52Aにガイドレール1、1を長手方向に沿って敷設し、アンカーで固定する。次に、クレーン車により支持台車2を吊上げてガイドレール1、1に設置し、挟持用車輪4B、4Cをレール1に係合させる。次いで、移動支持体6、基端側足場体9、中間足場体12、先端側足場体13を防波堤52上に順次吊上げて連結ピン10により連結することで防波堤52上に構築物補修用移動式作業台の設置が完了する。
この場合、必要に応じて中間足場体12と先端側足場体13の間に他の中間足場体12を連結することで防波堤52の縦方向の全体に足場を設置することができる。
The present embodiment has the above-described configuration, and its operation will be described next.
First, guide rails 1 and 1 are laid along the longitudinal direction on the upper surface 52A of the breakwater 52 to be repaired, and fixed with anchors. Next, the support carriage 2 is lifted by a crane wheel and installed on the guide rails 1 and 1, and the holding wheels 4B and 4C are engaged with the rail 1. Next, the moving support 6, the base end side scaffolding body 9, the intermediate scaffolding body 12, and the tip side scaffolding body 13 are sequentially lifted on the breakwater 52 and connected by the connecting pin 10, so that the mobile work for repairing the structure is performed on the breakwater 52. Installation of the stand is completed.
In this case, the scaffolding can be installed in the entire vertical direction of the breakwater 52 by connecting another intermediate scaffolding body 12 between the intermediate scaffolding body 12 and the tip side scaffolding body 13 as needed.

このようにして防波堤52上に設置した構築物補修用移動式作業台を用いて防波堤52の補修作業を行うが、各足場体9、12、13には昇降用踏板9B、12B、13Bが設けてあるから、作業員は安全に、効率良く補修作業を行うことができるし、安全柵5、17を設けることにより強風や荒波に対して作業員の安全を確保している。 The breakwater 52 is repaired using the mobile workbench for repairing the structure installed on the breakwater 52 in this way, and the scaffolding bodies 9, 12, and 13 are provided with elevating treads 9B, 12B, and 13B. Therefore, the worker can perform the repair work safely and efficiently, and the safety fences 5 and 17 are provided to ensure the safety of the worker against strong winds and rough waves.

補修作業が完了したら、構築物補修用移動式作業台を次の補修箇所に移動する。この場合は、足場体昇降機構14により地上のウインチ14Bを作動して昇降用ワイヤ14Aを巻き取り、中間足場体12を吊上げることで先端側足場体13も一体に吊上げる。この際、先端側足場体13には移動用車輪13Eが設けてあるから、地盤Gの上でも防波堤52の上でも先端側足場体13は円滑に移動して吊上げられた状態になる。
しかる後、支持台車2を図示しない牽引車によって矢示イ方向に移動させる。この支持台車2と一体に移動支持体6及び各足場体9、12、13が移動するから、短時間で容易に足場の移設が可能であるし、海や川が荒れる恐れがある場合には足場体9、12、13を折り畳むことで速やかに対応することが出来る。
When the repair work is completed, move the mobile workbench for repairing the structure to the next repair location. In this case, the scaffolding body elevating mechanism 14 operates the winch 14B on the ground to wind up the elevating wire 14A, and the intermediate scaffolding body 12 is lifted to integrally lift the tip side scaffolding body 13. At this time, since the moving wheel 13E is provided on the tip-side scaffolding body 13, the tip-side scaffolding body 13 smoothly moves and is lifted on both the ground G and the breakwater 52.
After that, the support carriage 2 is moved in the direction of arrow by a towing vehicle (not shown). Since the moving support 6 and the scaffolding bodies 9, 12, and 13 move integrally with the support cart 2, the scaffolding can be easily relocated in a short time, and when there is a risk of the sea or river becoming rough, the scaffolding can be easily relocated. By folding the scaffolding bodies 9, 12 and 13, it is possible to respond quickly.

上記の手順を繰り返して防波堤52の補修作業が完了したら、図7に示すように、先端側足場体13、中間足場体12、基端側足場体9、移動支持体6、支持台車2の順でクレーン車53により撤去し、最後にガイドレール1を防波堤52上から撤去することで構築物補修用移動式作業台の撤去作業が終了する。この撤去作業は全て陸上から行うことが可能であるから、従来の足場解体に比して作業日数を大幅に減らすことができる。 When the repair work of the breakwater 52 is completed by repeating the above procedure, as shown in FIG. 7, the tip side scaffolding body 13, the intermediate scaffolding body 12, the base end side scaffolding body 9, the moving support body 6, and the support trolley 2 are in this order. The work of removing the mobile work table for repairing the structure is completed by removing the guide rail 1 from the breakwater 52 at the end with the crane car 53. Since all of this removal work can be performed from land, the number of work days can be significantly reduced as compared with the conventional scaffold dismantling.

なお、本実施の形態では支持台車2は牽引式に構成したが、自走式或は押動式に構成してもよい。 In the present embodiment, the support carriage 2 is configured to be a tow type, but may be configured to be a self-propelled type or a push type.

また、本実施の形態では基端側足場体9と先端側足場体13との間に中間足場体12を連結する構成を説明したが、構築物の大きさに応じて更に他の中間足場体12を連結してもよい。また、中間足場体12を用いずに基端側足場体9に先端側足場体13を連結する構成にしてもよい。この場合は先端側足場体13の基端側13Fに昇降用ワイヤ14Aを連結して吊上げる。 Further, in the present embodiment, the configuration in which the intermediate scaffolding body 12 is connected between the proximal end side scaffolding body 9 and the distal end side scaffolding body 13 has been described, but another intermediate scaffolding body 12 is further described depending on the size of the structure. May be concatenated. Further, the tip side scaffold body 13 may be connected to the base end side scaffold body 9 without using the intermediate scaffold body 12. In this case, the elevating wire 14A is connected to the base end side 13F of the tip side scaffolding body 13 and lifted.

1 ガイドレール
2 支持台車
4B、4C 車輪
6 移動支持体
7 支持枠部
8 マスト
8E 支持用車輪
9 基端側足場体
9A 基端側足場材
9B、12B、13B 昇降用踏板
11 緩衝体
12 中間足場体
13 先端側足場体
13E 移動用車輪
14 足場体昇降機構
14A 昇降用ワイヤ
14B ウインチ(駆動源)
14C 滑車
15 作業台
16 拡開防止杆
17 安全柵
52 防波堤(構築物)
1 Guide rail 2 Support trolley 4B, 4C Wheel 6 Moving support 7 Support frame 8 Mast 8E Support wheel 9 Base end side scaffolding body 9A Base end side scaffolding material 9B, 12B, 13B Lifting tread 11 Buffer 12 Intermediate scaffolding Body 13 Tip side scaffolding body 13E Moving wheel 14 Scaffolding body elevating mechanism 14A Elevating wire 14B winch (drive source)
14C Pulley 15 Worktable 16 Expansion prevention rod 17 Safety fence 52 Breakwater (construction)

Claims (6)

構築物上を移動可能な支持台車と、該支持台車の移動方向に対して直角方向に支持台車から突設され、前記構築物上を転動する車輪を先端側に有するマストを備えた支持枠部からなる左右一対の移動支持体と、該移動支持体の下側に位置して、基端側が前記支持台車に回動可能に連結され、先端側に前記構築物に当接する緩衝体を有する一対の基端側足場材で構成される左右一対の基端側足場体と、基端側が該基端側足場体の先端側に係脱可能かつ回動可能に連結され、先端側下面に車輪を有する一対の先端連結足場材からなる左右一対の先端側足場体と、前記基端側足場体及び先端側足場体を夫々構成する各一対の足場材間に着脱可能に架設される複数の昇降用踏板と、前記マストの上端側に設けた滑車を介して前記先端側足場体と地上側に配置する駆動源との間に張設した昇降用ワイヤを伸縮させることにより、前記左右一対の基端側足場体及び先端側足場体を前記構築物に対して昇降させる足場体昇降機構とから構成してなる構築物補修用移動式作業台。 From a support trolley that can move on the structure and a support frame portion having a mast that projects from the support trolley in a direction perpendicular to the moving direction of the support trolley and has wheels that roll on the structure on the tip side. a pair of right and left moving support comprising, positioned on the lower side of the respective mobile support, a base end side is rotatably connected to the support carriage, a pair with a cushion abutting the said construct distally a pair of left and right proximal end-side scaffold body composed of the base end side scaffold, base end is detachably and pivotally connected to the distal end side of the respective proximal side scaffold member, the wheel tip lower surface A pair of left and right tip-side scaffolding bodies made of a pair of tip-end connecting scaffolding materials, and a plurality of scaffolding materials detachably installed between each pair of scaffolding materials constituting the base-end-side scaffolding body and the tip-side scaffolding body . By expanding and contracting the elevating wire stretched between the tread plate and the scaffolding body on the tip side and the drive source arranged on the ground side via a pulley provided on the upper end side of the mast, the pair of left and right base ends. A mobile workbench for repairing a structure, which comprises a scaffolding body elevating mechanism for raising and lowering the side scaffolding body and the tip side scaffolding body with respect to the structure. 前記支持台車は、前記構築物上に敷設したガイドレールに走行輪が係合する構成にしてあることを特徴とする請求項1記載の構築物補修用移動式作業台。 The mobile workbench for repairing a structure according to claim 1, wherein the support carriage is configured such that a traveling wheel engages with a guide rail laid on the structure. 前記左右一対の基端側足場体と先端側足場体との間に、基端側を該基端側足場体に連結し、先端側を前記先端側足場体の基端側に連結し、先端側に前記構築物に当接する緩衝体を設けて構成した左右一対の中間足場体を係脱可能に設けてある請求項1記載の構築物補修用移動式作業台。 Between the pair of left and right proximal end-side scaffold member and the distal end side scaffold member, the base end side connected to the respective proximal side scaffold member, connecting the distal end to the proximal end side of the respective distal side scaffold member The mobile workbench for repairing a structure according to claim 1 , wherein a pair of left and right intermediate scaffolding bodies configured by providing a shock absorber that abuts on the structure on the tip side are provided so as to be detachable. 前記基端側足場体、中間足場体及び先端側足場体は、長手方向に昇降用踏板を列設して構成してあることを特徴とする請求項1又は3記載の構築物補修用移動式作業台。 The mobile work for repairing a structure according to claim 1 or 3, wherein the base end side scaffolding body, the intermediate scaffolding body, and the tip end side scaffolding body are configured by arranging elevating treads in a row in the longitudinal direction. Stand. 前記左右一対の中間足場体は、拡開防止杆を架設することにより所定の間隔に保持してある請求項3記載の構築物補修用移動式作業台。 The mobile workbench for repairing a structure according to claim 3, wherein the pair of left and right intermediate scaffolding bodies are held at predetermined intervals by installing an expansion prevention rod. 前記基端側足場体、中間足場体及び先端側足場体には、安全柵又は安全索を着脱可能に設けてあることを特徴とする請求項1又は3記載の構築物補修用移動式作業台。 The mobile workbench for repairing a structure according to claim 1 or 3, wherein a safety fence or a safety rope is detachably provided on the base end side scaffold body, the intermediate scaffold body, and the tip side scaffold body.
JP2016206360A 2016-10-20 2016-10-20 Mobile workbench for structure repair Active JP6860323B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2016206360A JP6860323B2 (en) 2016-10-20 2016-10-20 Mobile workbench for structure repair

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2016206360A JP6860323B2 (en) 2016-10-20 2016-10-20 Mobile workbench for structure repair

Publications (2)

Publication Number Publication Date
JP2018066215A JP2018066215A (en) 2018-04-26
JP6860323B2 true JP6860323B2 (en) 2021-04-14

Family

ID=62085846

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2016206360A Active JP6860323B2 (en) 2016-10-20 2016-10-20 Mobile workbench for structure repair

Country Status (1)

Country Link
JP (1) JP6860323B2 (en)

Also Published As

Publication number Publication date
JP2018066215A (en) 2018-04-26

Similar Documents

Publication Publication Date Title
JP4504910B2 (en) Dolly and method of erection of temporary pier using it
CN110847063B (en) Method for dismantling multi-span double-arch bridge
KR101492914B1 (en) Pulling-out method of concrete bridge using trolley and winch
CN108755377B (en) Construction method of deepwater non-covering layer steel trestle
KR101239621B1 (en) Beam launching method using beam launcher with end strut having roller guide
CN110055895B (en) Economical and practical steel trestle construction method
CN109013120B (en) Bridge bottom surface coating device and construction method thereof
KR100719305B1 (en) construction method of prestressed concrete beam
CN110656570A (en) Telescopic pedestrian bridge, construction device and construction method
JP5484983B2 (en) Method for assembling and dismantling bridge moving work device
EP0680540B1 (en) Scaffolding system
JP6860323B2 (en) Mobile workbench for structure repair
JP5187969B2 (en) Overhead viaduct construction equipment and construction method
KR20120047331A (en) Safety net for bridges
JP2021042632A (en) Cantilever device for bridge construction and method for erecting and demolishing bridge
KR20130042721A (en) Concrete filling apparatus using temporary bridge
JP6785539B2 (en) How to move scaffolding materials for heavy machinery, scaffolding materials for heavy machinery
JP2023000184A (en) Mobile protective device and method for dismantling construction scaffold
CN113459272A (en) A construction work platform for prefabricating case roof beam
CN113309008A (en) Steel case roof beam temporary support construction safety work platform
JP4425611B2 (en) Installation method of scaffolding for bridge girder repair painting work and scaffold equipment for bridge girder repair painting work
CN110924312A (en) Construction method of steel trestle
CN218969806U (en) Protective trolley for pavement slab and railing dismantling construction
JP3180873U (en) Repair scaffold
JP4349995B2 (en) How to build a bridge

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20190604

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20200811

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20201012

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20201208

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20210118

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20210309

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20210326

R150 Certificate of patent or registration of utility model

Ref document number: 6860323

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250