JP6672545B2 - Removal member removal method and member replacement method - Google Patents

Removal member removal method and member replacement method Download PDF

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JP6672545B2
JP6672545B2 JP2017112883A JP2017112883A JP6672545B2 JP 6672545 B2 JP6672545 B2 JP 6672545B2 JP 2017112883 A JP2017112883 A JP 2017112883A JP 2017112883 A JP2017112883 A JP 2017112883A JP 6672545 B2 JP6672545 B2 JP 6672545B2
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聖治 竹内
聖治 竹内
晃生 白水
晃生 白水
明洋 山浦
明洋 山浦
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株式会社横河ブリッジ
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本願発明は、道路橋を構成する床版や桁などの部材(以下、単に「構成部材」という。)の改修に関する技術であり、より具体的には、1車線を使用して設定した工事ヤードの中で撤去した構成部材を受け渡しながらと搬出する撤去部材搬出方法と、撤去した後に新設部材を設置する部材更新方法技術に関するものである。   The present invention relates to a technique for repairing members (hereinafter, simply referred to as “components”) such as floor slabs and girders constituting a road bridge, and more specifically, a construction yard set using one lane. The present invention relates to a method of unloading a removed member while delivering the removed structural member and a method of updating a member for installing a new member after the removal.

高度経済成長期に集中的に整備されてきた建設インフラストラクチャー(以下、「建設インフラ」という。)は、既に相当な老朽化が進んでいることが指摘されている。平成26年には「道路の老朽化対策の本格実施に関する提言(社会資本整備審議会)」がとりまとめられ、平成24年の笹子トンネルの例を挙げて「近い将来、橋梁の崩落など人命や社会装置に関わる致命的な事態を招くであろう」と警鐘を鳴らし、建設インフラの維持管理の重要性を強く唱えている。   It has been pointed out that the construction infrastructure that has been intensively developed during the period of rapid economic growth (hereinafter referred to as “construction infrastructure”) is already considerably aging. In 2014, the "Proposals for the Full-Scale Implementation of Measures for Aging Roads (Council for Social Capital Development)" was compiled, and citing the example of the Sasago Tunnel in 2012, "In the near future, human life and society, including the collapse of bridges It will cause a catastrophic situation with the equipment, "he warned, and emphasizes the importance of maintaining the construction infrastructure.

このような背景のもと、国は道路法施行規則の一部を改正する省令を公布し、具体的な建設インフラの点検方法、主な変状の着目箇所、判定事例写真などを示した定期点検要領を策定している。この定期点検要領では、約70万橋に上るといわれる橋長2.0m以上の橋を対象としており、供用開始後2年以内に初回点検、以降5年に1回の頻度で定期点検を行うこととしている。   Against this background, the government has promulgated a ministerial ordinance that partially revises the Road Law Enforcement Regulations. Inspection procedures are being formulated. This periodic inspection procedure covers bridges with a length of 2.0 m or more, which are said to be about 700,000 bridges. The first inspection is performed within two years after the start of operation, and the periodic inspection is performed every five years thereafter. I have to do that.

一方、道路橋を設計する際の基準である「道路橋示方書」は、昭和14年度版が発行されて以来随時見直されてきており、特に兵庫県南部地震の後には大幅な改定が行われている。この結果、従来では十分に耐力のあった橋梁であっても、現在の設計基準に照らせばその耐力が不足している場合も少なくない。   On the other hand, the road bridge specification, which is the standard for designing road bridges, has been reviewed from time to time since the 1939 edition was issued, and especially after the Hyogoken-Nanbu Earthquake, major revisions were made. ing. As a result, even in the case of a bridge which had a sufficient strength in the past, there are not a few cases where the strength is insufficient according to current design standards.

このように、老朽化と強度不足という2つの理由から、現在では橋梁の補強や改築がしばしば行われている。ところが現在の道路橋は、大量の交通を確保しており、つまり人の移動や流通産業を支えているのが現状であり、安易にその供用を止めることはできない。特に、高速道路など自動車専用道路の高架橋は、一日に数万台の車を通行させており、仮に通行させないとすればその経済的損失額は計り知れないものとなるし、救急の患者を搬送できないとすれば社会的な問題にもなりかねない。   As described above, bridges are often reinforced or renovated at present for two reasons: aging and insufficient strength. However, current road bridges secure a large amount of traffic, that is, support the movement of people and the distribution industry, and their use cannot be stopped easily. In particular, viaducts on motorways, such as expressways, allow tens of thousands of vehicles to pass through the city each day.If not, the economic loss would be immeasurable, and emergency patients would have to be treated. If it could not be transported, it could be a social problem.

そこで、供用中の道路橋梁に対して工事を行う場合、少なくとも昼間の交通は確保すべく、夜間に通行規制を行って施工しているのが実情である。また、上下2車線ずつの道路橋であれば、下りの2車線を交互通行(上下車線)として一般開放し、一方の上り2車線を使用して工事を行うのが一般的である。ところが昨今では、さらに車線を開放するよう求められるケースも増え、下りの2車線は全面開放するとともに、上り2車線のうち1車線は常に開放し、残りの上り1車線のみで工事を行うよう要請されることもある。すなわち最も厳しい条件では、上下4車線のうち1車線のみを規制し、しかも昼間はその1車線も開放しなければならない(つまり、夜間のみの工事)わけである。   Therefore, in the case of constructing a road bridge in operation, it is a fact that traffic is regulated at night to secure at least daytime traffic. In addition, in the case of a road bridge having two upper and lower lanes, it is common to open the two lanes of the down lane as alternate traffic (up and down lanes), and to perform construction using one lane of the up lane. However, in recent years, the number of cases where it is required to open more lanes has increased, and it has been requested that two down lanes be fully open, one out of two lanes always open, and that only the remaining one lane be constructed. It may be done. That is, under the most severe conditions, only one lane out of the four lanes in the upper and lower lanes must be regulated, and one lane must be opened during the day (that is, construction only at night).

隣接する車線を一般開放し残りの1車線のみを規制したうえで工事を行うのは、様々な制限があるため種々の工夫を必要とする。例えば特許文献1では、上り(あるいは下り)2車線のうち一方の1車線を一次施工部、他方の1車線を二次施工部とし、交互に工事車線と一般開放車線に振り分けながら、コンクリート床版の架け替えを行う方法を提案している。そして1車線内での工事を可能とするため、架設装置を設置することとしている。この架設装置は、間隔を置いて配置される一対の門型脚部と、これらに架け渡された軌道用梁部によって構成され、コンクリート床版等を把持する吊り持ち手段が軌道用梁部上を移動するものである。   Opening the adjacent lane to the public and regulating only the remaining one lane requires various measures because of various restrictions. For example, in Patent Literature 1, one of the two lanes (up and down) is a primary construction section and the other lane is a secondary construction section. It proposes a method of replacing the existing. In order to enable construction within one lane, an erection device will be installed. This erection device is composed of a pair of portal legs arranged at intervals and a track beam bridged between them, and a hanging means for gripping a concrete slab or the like is provided on the track beam section. Is to move.

特開2016−98489号公報JP-A-2016-98489

ところで、上り2車線のうち1車線のみを規制して工事を行い、残りの車線を一般開放したとしても、工事車両が一般通行を妨害するという問題を指摘することができる。図36と図37は、上下ともに2車線ずつの道路橋を示し、上り2車線のうち一方の車線(図では上方)を一般開放しつつ、他方の車線(図では下側)を規制して工事を行う状況を示す平面図である。なおこの図では、工事側の1車線の所定区間を工事用の領域(以下、「工事ヤード」という。)として設定しており、この工事ヤードを破線で示している。もちろん工事ヤードは、道路橋の構成部材(床版や桁など)の更新等を行う範囲(以下、「施工区間」という。)を含むように設定される。   By the way, it is possible to point out a problem that the construction vehicle obstructs general traffic even if the construction is performed by restricting only one lane out of the two lanes going up and the remaining lanes are opened to the general public. FIGS. 36 and 37 show a road bridge having two lanes both up and down, with one lane (upper in the figure) of the two up lanes being open to the general and the other lane (lower in the figure) being regulated. It is a top view showing the situation where construction is performed. In this figure, a predetermined section of one lane on the construction side is set as a construction area (hereinafter referred to as “construction yard”), and the construction yard is indicated by a broken line. Of course, the construction yard is set so as to include a range (hereinafter, referred to as “construction section”) in which the components (road deck, girder, etc.) of the road bridge are updated.

図36(a)では、撤去される構成部材(以下、「撤去部材」という。)を搬出するため、貨物自動車Taが施工区間の前で待機している。なお、隣接する一般開放車線に出ることなく貨物自動車Taが工事ヤードを退場するため、工事ヤード内の貨物自動車Ta前方には他の工事車両は配置されていない。そして、図36(b)に示すように撤去部材を搭載した貨物自動車Taは、工事車線(図の下側車線)のみを使用して(つまり一般開放車線に出ることなく)工事ヤードを退場する。ところが、図36(b)に示すように後続の貨物自動車Tbは、一般開放車線から車線変更し側方から工事ヤード内に入場(いわゆる横入れ)するか、あるいは一般開放車線から車線変更して一旦工事ヤードの前方で停止したうえで工事ヤード内に後退しながら入場することになる。通常、工事ヤードの周囲には仮囲いが設置されているため、貨物自動車Tbが横入りする際には仮囲いを外し、さらに誘導員が一般開放車線の車両を止めたうえで貨物自動車Tbを誘導しなければならない。   In FIG. 36A, the lorry Ta is waiting in front of the construction section in order to carry out a removed component member (hereinafter, referred to as a “removed member”). Since the lorry Ta leaves the construction yard without entering the adjacent open lane, no other construction vehicles are arranged in front of the lorry Ta in the construction yard. Then, as shown in FIG. 36 (b), the lorry Ta equipped with the removal member exits the construction yard using only the construction lane (the lower lane in the figure) (that is, without entering the open lane). . However, as shown in FIG. 36 (b), the following lorry Tb changes lanes from the open lane and enters the construction yard from the side (so-called sideways), or changes lanes from the open lane. After stopping in front of the construction yard, they will enter the construction yard while retreating. Normally, a temporary enclosure is installed around the construction yard, so when the lorry Tb enters sideways, the temporary enclosure is removed, and the guidance staff stops the vehicle in the open lane and then removes the lorry Tb. I have to guide.

図36のように横入れを防ぐためには、図37に示すように必要な台数(この図では2台)の工事車両をあらかじめ工事ヤード内に配置しておくことが考えられる。図37(a)では、撤去される構成部材を搬出するため、貨物自動車Taが施工区間の前で、さらに貨物自動車Tbが貨物自動車Taの前方で待機している。ところが、図37(b)に示すように撤去部材を搭載した貨物自動車Taは、貨物自動車Tbが障害となり工事車線(図の下側車線)のみを使用して工事ヤードを退場することができない。そのため貨物自動車Taは、仮囲いを横断して側方から工事ヤード外に退場(いわゆる横出し)することになる。すなわち図37のケースでは、横入れは防止することができるものの、横出しを余儀なくされ、やはり誘導員が一般開放車線の車両を止めるなど、一般通行を妨害する結果となる。   In order to prevent lateral insertion as shown in FIG. 36, it is conceivable that a required number (two in this figure) of construction vehicles are arranged in the construction yard in advance as shown in FIG. In FIG. 37 (a), the lorry Ta is in front of the construction section, and the lorry Tb is waiting in front of the lorry Ta in order to carry out the removed components. However, as shown in FIG. 37 (b), the lorry Ta equipped with the removal member cannot leave the construction yard using only the construction lane (the lower lane in the figure) due to the lorry Tb becoming an obstacle. Therefore, the lorry Ta exits from the side outside the construction yard across the temporary enclosure (so-called sideways). That is, in the case of FIG. 37, although the crossing-in can be prevented, the crossing-out is forced, and also the guide man stops the vehicle in the open lane, which results in the obstruction of the general traffic.

本願発明の課題は、従来技術が抱える問題を解決することであり、すなわち、2車線のうち1車線のみを規制し、しかも工事車両が一般通行を妨害することなく工事を行うことができる撤去部材搬出方法、及び部材更新方法を提供することである。   An object of the present invention is to solve the problems of the prior art, that is, a removal member that restricts only one lane out of two lanes and that allows a construction vehicle to perform construction without obstructing general traffic. An object of the present invention is to provide a carrying-out method and a member updating method.

本願発明は、工事ヤード内に受渡しリフターを設置するとともに、一列に並んだ複数の貨物自動車で構成される「車列群」を工事ヤード内に配置して、工事ヤード内で車列群が撤去部材を受け渡しながら工事ヤード外に搬出する、という点に着目してなされたものであり、これまでにない発想に基づいて行われた発明である。   According to the present invention, a delivery lifter is installed in the construction yard, and a “car group” composed of a plurality of lorries arranged in a row is arranged in the construction yard, and the car group is removed in the construction yard. The present invention has been made by paying attention to the point that the members are carried out of the construction yard while being delivered, and is an invention made based on an unprecedented idea.

本願発明の撤去部材搬出方法は、工事ヤード(道路橋の1車線を使用して設定された所定区間)内に設置された受渡し用リフターを使用するとともに、車列群(一列に並んだ複数の貨物自動車)を使用して撤去部材を搬出する方法であり、撤去部材仮積載工程と、撤去部材吊上げ工程、撤去部材本積載工程、工事ヤード退出工程を備えた方法である。ここで撤去部材とは、工事ヤード内の施工区間で撤去された道路橋の構成部材であり、受渡し用リフターとは、通行空間(積荷を吊上げた状態でその積荷の下方を貨物自動車が通過可能な空間)を有するとともにこの通行空間内に停めた貨物自動車の積荷を吊上げかつ吊り降ろし可能な揚重機である。なお受渡し用リフターと車列群は、工事ヤードのうち施工区間よりも前方の領域に配置される。撤去部材仮積載工程では、後尾車両(車列群のうち最後方に位置する貨物自動車)に撤去部材を施工区間近くで搭載し、撤去部材吊上げ工程では、撤去部材を搭載した後尾車両が受渡し用リフターの位置まで工事ヤード内を移動するとともにその受渡し用リフターが後尾車両の撤去部材を吊上げる。また撤去部材本積載工程では、先頭車両(車列群のうち最前方に位置する貨物自動車)が受渡し用リフターの位置に来るまで車列群が貨物自動車の順を維持したまま工事ヤード内を移動するとともにその受渡し用リフターが吊上げた撤去部材を先頭車両に搭載し、工事ヤード退出工程では、撤去部材を搭載した先頭車両が工事ヤード外に退出する。   The removal member carrying out method of the present invention uses a delivery lifter installed in a construction yard (a predetermined section set using one lane of a road bridge), and uses a vehicle group (a plurality of vehicles arranged in a line). This is a method of carrying out the removal member using a lorry, and includes a removal member temporary loading step, a removal member lifting step, a removal member main loading step, and a construction yard exit step. Here, the removal member is a component of the road bridge removed in the construction section in the construction yard, and the delivery lifter is a traffic space (a truck can pass below the load while the load is lifted. A lift capable of lifting and lowering the load of a lorry parked in this traffic space. Note that the delivery lifter and the vehicle row group are arranged in a region in the construction yard ahead of the construction section. In the removal member temporary loading process, the removal member is mounted near the construction section on the trailing vehicle (the lorry located at the end of the group of vehicles), and in the removal member lifting process, the rear vehicle with the removal member mounted is delivered. The vehicle moves in the construction yard to the position of the lifter, and the delivery lifter lifts the removal member of the rear vehicle. In addition, in the full loading process of the removed members, the trains move in the construction yard while maintaining the order of the trucks until the leading vehicle (the truck at the forefront of the trains) comes to the position of the delivery lifter. At the same time, the removal member lifted by the delivery lifter is mounted on the leading vehicle, and in the construction yard exit process, the leading vehicle equipped with the removal member exits the construction yard.

本願発明の撤去部材搬出方法は、工事ヤード内に受渡し用リフターがn(nは2以上の整数)以上の箇所に設置され、撤去部材仮積載工程において後尾車両にn個の撤去部材を搭載する方法とすることもできる。この場合の撤去部材吊上げ工程では、それぞれの受渡し用リフターが1個の撤去部材を吊上げ、撤去部材本積載工程では、それぞれの受渡し用リフターが吊上げた撤去部材を先頭車両に搭載し、工事ヤード退出工程では、n個の撤去部材を搭載した先頭車両が工事ヤード外に退出する。 According to the removal member carrying out method of the present invention, a delivery lifter is installed at a location of n (n is an integer of 2 or more) or more in a construction yard, and n removal members are mounted on a trailing vehicle in a removal member temporary loading process. It can also be a method. In the removal unit Seitz up step in the case, each of the transfer lifter is lifting one removal member, the removal members present loading process, equipped with a removal member that each delivery lifter has lifting the leading vehicle, construction In the yard exit process, the leading vehicle equipped with n removal members exits outside the construction yard.

本願発明の撤去部材搬出方法は、3以上の貨物自動車で構成される車列群を使用する方法とすることもできる。この場合、工事ヤード退出工程で1台の貨物自動車が工事ヤード外に退出すると、工事ヤード内に残った貨物自動車で車列群を構成するとともに、この車列群(1台減ったの車列群)の最前方の貨物自動車を新たに先頭車両としたうえで搬出サイクル(撤去部材仮積載工程から工事ヤード退出工程まで)を繰り返し行う。   The removal member carrying-out method of the present invention may be a method using a vehicle group composed of three or more lorries. In this case, if one lorry exits the construction yard during the construction yard exit process, the lorries remaining in the construction yard form a convoy group, and this convoy group (the reduced number of The foremost lorry in the group is newly designated as the leading vehicle, and the carry-out cycle (from the temporary loading of the removed members to the exit of the construction yard) is repeated.

本願発明の撤去部材搬出方法は、撤去部材仮積載工程よりも前に行われる車列群進入工程と受渡し用リフター設置工程をさらに備えた方法とすることもできる。この場合の車列群進入工程では、受渡し用リフターを搭載した貨物自動車を含む車列群が工事ヤード内に進入して所定位置に配置され、受渡し用リフター設置工程では、貨物自動車に搭載された受渡し用リフターを所定位置に設置する。   The removal member unloading method of the present invention may be a method further including a vehicle row group entry step and a delivery lifter installation step performed before the removal member temporary loading step. In the vehicle row group entry process in this case, the vehicle row group including the lorry equipped with the delivery lifter entered the construction yard and was arranged at a predetermined position, and in the delivery lifter installation process, the Place the delivery lifter in place.

本願発明の撤去部材搬出方法は、受渡し用リフター搬出工程をさらに備えた方法とすることもできる。この受渡し用リフター搬出工程では、車列群を構成する貨物自動車のうち受渡し用リフターの設置数と同数の貨物自動車(ただし後尾車両を含む)のみが工事ヤード内に残ると、工事ヤード内に残った貨物自動車に受渡し用リフターを搭載するとともに、受渡し用リフターを搭載した貨物自動車が工事ヤード外に退出する。   The removal member unloading method of the present invention may be a method further including a delivery lifter unloading step. In the delivery lifter unloading process, if only the same number of trucks (including the trailing vehicle) of the trucks in the convoy group remain in the construction yard, they will remain in the construction yard. The lorry equipped with the delivery lifter will be mounted on the lorry, and the lorry equipped with the delivery lifter will leave the construction yard.

本願発明の部材更新方法は、受渡し用リフターと車列群を使用して施工区間の構成部材を更新する方法であって、撤去工程と、撤去部材仮積載工程、撤去部材吊上げ工程、撤去部材搬出工程、新設部材吊上げ工程、新設部材積載工程、新設部材設置工程を備えた方法である。ここで受渡し用リフターとは、通行空間(積荷を吊上げた状態でその積荷の下方を貨物自動車が通過可能な空間)を有するとともにこの通行空間内に停めた貨物自動車の積荷を吊上げかつ吊り降ろし可能な揚重機である。また車列群は、一列に並んだ複数の貨物自動車で構成され、先頭に位置する先頭車両と、最後方に位置する後尾車両と、先頭車両と後尾車両の間に位置する中間車両(新設部材を搭載)とで構成される。なお受渡し用リフターと車列群は、工事ヤードのうち施工区間よりも前方の領域に配置される。撤去工程では、施工区間の構成部材を撤去し、撤去部材吊上げ工程では、後尾車両に撤去部材を施工区間近くで搭載し、撤去部材搬出工程では、先頭車両が受渡し用リフターの位置に来るまで車列群が貨物自動車の順を維持したまま工事ヤード内を移動するとともにその受渡し用リフターが吊上げた撤去部材を先頭車両に搭載し撤去部材を搭載した先頭車両が工事ヤード外に退出する。また新設部材吊上げ工程では、新設部材を搭載した中間車両が受渡し用リフターの位置まで工事ヤード内を移動するとともにその受渡し用リフターが新設部材を吊上げ、新設部材積載工程では、後尾車両が受渡し用リフターの位置に来るまで車列群(ただし先頭車両を除く)が貨物自動車の順を維持したまま工事ヤード内を移動するとともにその受渡し用リフターが吊上げた新設部材を後尾車両に搭載する。そして新設部材設置工程では、新設部材を搭載した後尾車両が施工区間まで前工事ヤード内を移動するとともに、新設部材を施工区間の所定位置に設置する。   The member renewal method of the present invention is a method of renewing a component in a construction section using a delivery lifter and a vehicle row group, and includes a removing step, a temporary loading step of a removed member, a lifting step of a removed member, and a removal of a removed member. This is a method including a process, a new member lifting process, a new member loading process, and a new member installation process. Here, the delivery lifter has a traffic space (a space in which a cargo truck can pass below the cargo in a state where the cargo is lifted) and can lift and lower the cargo of the truck stopped in the traffic space. It is a heavy lifting machine. The row of vehicles is composed of a plurality of lorries arranged in a line, and the leading vehicle located at the beginning, the trailing vehicle located at the rear, and the intermediate vehicle (newly installed member) located between the leading vehicle and the trailing vehicle. With). Note that the delivery lifter and the vehicle row group are arranged in a region in the construction yard ahead of the construction section. In the removal process, the components of the construction section are removed.In the removal member lifting process, the removal member is mounted on the trailing vehicle near the construction section, and in the removal member unloading process, the car is moved until the leading vehicle comes to the delivery lifter position. The row group moves inside the construction yard while maintaining the order of the lorries, and the removal member lifted by the delivery lifter is mounted on the leading vehicle, and the leading vehicle equipped with the removal member leaves the construction yard. Also, in the new member lifting process, the intermediate vehicle equipped with the new member moves in the construction yard to the position of the delivery lifter, and the delivery lifter lifts the new member. The row of vehicles (excluding the leading vehicle) will move in the construction yard while maintaining the order of the lorry until it reaches the position, and the new members lifted by the delivery lifter will be mounted on the trailing vehicle. Then, in the new member installation step, the rear vehicle on which the new member is mounted moves in the front construction yard to the construction section, and the new member is installed at a predetermined position in the construction section.

本願発明の部材更新方法は、2基の受渡し用リフター(第1受渡し用リフター及び第2受渡し用リフター)を使用し、撤去部材吊上げ工程と新設部材吊上げ工程に代えて新旧部材吊上げ工程を備えた方法とすることもできる。この新旧部材吊上げ工程では、撤去部材を搭載した後尾車両が第1受渡し用リフターの位置まで工事ヤード内を移動してその第1受渡し用リフターが後尾車両の撤去部材を吊上げるとともに、新設部材を搭載した中間車両が第2受渡し用リフターの位置まで工事ヤード内を移動してその第2受渡し用リフターが新設部材を吊上げる。この場合の撤去部材搬出工程では、先頭車両が第1受渡し用リフターの位置まで工事ヤード内を移動するとともにその第1受渡し用リフターが吊上げた撤去部材を先頭車両に搭載して撤去部材を搭載した先頭車両が工事ヤード外に退出する。また新設部材積載工程では、後尾車両が第2受渡し用リフターの位置まで工事ヤード内を移動するとともにその第2受渡し用リフターが吊上げた新設部材を後尾車両に搭載する。   The member renewal method of the present invention uses two delivery lifters (a first delivery lifter and a second delivery lifter) and includes a new and old member lifting process instead of the removal member lifting process and the newly provided member lifting process. It can also be a method. In the new and old member lifting process, the rear vehicle equipped with the removal member moves in the construction yard to the position of the first delivery lifter, and the first delivery lifter lifts the removal member of the rear vehicle and removes the new member. The mounted intermediate vehicle moves in the construction yard to the position of the second delivery lifter, and the second delivery lifter lifts the new member. In the removal member removal process in this case, the leading vehicle moved in the construction yard to the position of the first delivery lifter, and the removal member lifted by the first delivery lifter was mounted on the leading vehicle and the removal member was mounted. The leading vehicle leaves the construction yard. In the new member loading step, the trailing vehicle moves in the construction yard to the position of the second delivery lifter, and the new member lifted by the second delivery lifter is mounted on the trailing vehicle.

本願発明の部材更新方法は、2基の受渡し用リフター(第1受渡し用リフター及び第2受渡し用リフター)を使用し、撤去工程と、第1の撤去部材仮積載工程、撤去部材吊上げ工程、第1の撤去部材搬出工程、第2の撤去部材仮積載工程、新旧部材吊上げ工程、新旧部材積み替え工程、第2の撤去部材搬出工程、新設部材積載工程、新設部材設置工程を備えた方法とすることもできる。第1の撤去部材仮積載工程では、後尾車両に撤去工程で撤去した2個の撤去部材を施工区間近くで搭載し、撤去部材吊上げ工程では、撤去部材を搭載した後尾車両が第1受渡し用リフターの位置まで工事ヤード内を移動するとともにその第1受渡し用リフターが後尾車両の1個の撤去部材を吊上げさらに第2受渡し用リフターの位置まで工事ヤード内を移動するとともにその第2受渡し用リフターが後尾車両の残り1個の撤去部材を吊上げる。また第1の撤去部材搬出工程では、先頭車両が第1受渡し用リフターと第2受渡し用リフターの位置まで工事ヤード内を移動するとともにこれら第1受渡し用リフターと第2受渡し用リフターが吊上げた撤去部材を先頭車両に搭載して2個の撤去部材を搭載した先頭車両が工事ヤード外に退出し、第2の撤去部材仮積載工程では、第1の撤去部材仮積載工程後に再度、後尾車両に撤去工程で撤去した2個の撤去部材を施工区間近くで搭載する。新旧部材吊上げ工程では、撤去部材を搭載した後尾車両が第1受渡し用リフターの位置まで工事ヤード内を移動してその第1受渡し用リフターが後尾車両の1個の撤去部材を吊上げるとともに新設部材を搭載した中間車両が第2受渡し用リフターの位置まで工事ヤード内を移動してその第2受渡し用リフターが1個の新設部材を吊上げる。 新旧部材積み替え工程では、1個の撤去部材を搭載した後尾車両が第2受渡し用リフターの位置まで工事ヤード内を移動してその第2受渡し用リフターの新設部材を後尾車両に搭載して後尾車両の撤去部材をその第2受渡し用リフターが吊上げるとともに、1個の新設部材を搭載した中間車両が第1受渡し用リフターの位置まで工事ヤード内を移動してその第1受渡し用リフターの撤去部材を中間車両に搭載して中間車両の新設部材を第1受渡し用リフターが吊上げる。第2の撤去部材搬出工程では、1個の撤去部材を搭載した中間車両が第2受渡し用リフターの位置まで工事ヤード内を移動するとともにその第2受渡し用リフターが吊上げた撤去部材を先頭車両に搭載し、2個の撤去部材を搭載した中間車両が工事ヤード外に退出する。そして新設部材積載工程では、1個の新設部材を搭載した後尾車両が第1受渡し用リフターの位置まで工事ヤード内を移動するとともにその第1受渡し用リフターが吊上げた新設部材を後尾車両に搭載し、新設部材設置工程では、2個の新設部材を搭載した後尾車両が施工区間まで工事ヤード内を移動するとともに新設部材を施工区間の所定位置に設置する。   The member renewal method of the present invention uses two delivery lifters (a first delivery lifter and a second delivery lifter), and includes a removal process, a first removal member temporary loading process, a removal member lifting process, and a 1. A method including a removal member unloading process, a second removal member temporary loading process, a new and old member lifting process, a new and old member reloading process, a second removal member unloading process, a new member loading process, and a new member installation process. Can also. In the first removing member temporary loading step, the two removed members removed in the removing step are mounted on the trailing vehicle near the construction section, and in the removing member lifting step, the trailing vehicle mounting the removed member is the first delivery lifter. , The first delivery lifter lifts one removal member of the trailing vehicle, and further moves in the construction yard to the second delivery lifter, and the second delivery lifter Lift the remaining one removal member of the rear vehicle. In the first removing member unloading step, the leading vehicle moves in the construction yard to the position of the first delivery lifter and the second delivery lifter, and the first delivery lifter and the second delivery lifter lift and remove the leading vehicle. The leading vehicle with the members mounted on the leading vehicle and with the two removed members retreated out of the construction yard, and in the second removed member temporary loading process, after the first removed member temporary loading process, again to the trailing vehicle The two removed members removed in the removal process will be mounted near the construction section. In the new and old member lifting process, the rear vehicle equipped with the removal member moves in the construction yard to the position of the first delivery lifter, and the first delivery lifter lifts one removal member of the rear vehicle and the new member. Moves in the construction yard to the position of the second delivery lifter, and the second delivery lifter lifts one new member. In the new and old member reloading process, the rear vehicle equipped with one removal member is moved in the construction yard to the position of the second delivery lifter, and the new member of the second delivery lifter is mounted on the rear vehicle. The lifting member is lifted by the second delivery lifter, and the intermediate vehicle equipped with one new member is moved in the construction yard to the position of the first delivery lifter, and the removal member of the first delivery lifter is removed. Is mounted on the intermediate vehicle, and the first delivery lifter lifts a new member of the intermediate vehicle. In the second removal member unloading process, the intermediate vehicle equipped with one removal member moves in the construction yard to the position of the second delivery lifter, and the removal member lifted by the second delivery lifter becomes the leading vehicle. An intermediate vehicle equipped with the two removal members will exit the construction yard. Then, in the new member loading process, the rear vehicle equipped with one new member moves in the construction yard to the position of the first delivery lifter, and the new member lifted by the first delivery lifter is mounted on the rear vehicle. In the new member installation step, the rear vehicle having the two new members mounted thereon moves in the construction yard to the construction section and places the new member at a predetermined position in the construction section.

本願発明の部材更新方法は、施工区間付近に設置される第1の揚重装置と第2の揚重装置を用いた方法とすることもできる。この第1の揚重装置と第2の揚重装置は、リフターと吊り荷機構を含んで構成される。このリフターは、荷重を支持しかつ上下に伸縮可能な4本の支柱を含んで構成されるとともに、通行空間(積荷を吊上げた状態でその積荷の下方を貨物自動車が通過可能な空間)を有する揚重機である。一方の吊り荷機構は、吊りロープと、この吊りロープの先端に固定された吊り治具と、動力手段を有している。なお第1の揚重装置と第2の揚重装置は、撤去部材の前後を挟むようにそれぞれ配置される。この場合において撤去部材を後尾車両に搭載するときは、第1の揚重装置と第2の揚重装置の動力手段によってそれぞれの吊りロープを巻上げることで、吊り治具に把持された撤去部材を吊上げる。次に、第1の揚重装置の動力手段によって撤去部材を吊上げた状態で、第2の揚重装置の動力手段が吊りロープを巻下げることによって撤去部材を第1の揚重装置の下方まで移動させる。そして、第1の揚重装置で撤去部材を後尾車両に吊降ろす。   The member renewal method of the present invention can be a method using a first lifting device and a second lifting device installed near the construction section. The first lifting device and the second lifting device are configured to include a lifter and a lifting mechanism. This lifter is configured to include four pillars that support a load and can expand and contract vertically, and has a traffic space (a space in which a lorry can pass below the load while the load is lifted). It is a lifting machine. One hanging load mechanism has a hanging rope, a hanging jig fixed to the tip of the hanging rope, and power means. Note that the first lifting device and the second lifting device are respectively disposed so as to sandwich the removing member before and after. In this case, when the removing member is mounted on the rear vehicle, the lifting rope is wound by the power means of the first lifting device and the second lifting device, whereby the removing member gripped by the lifting jig. Hoist. Next, in a state where the removing member is lifted by the power means of the first lifting device, the power means of the second lifting device lowers the suspension rope to lower the removing member to below the first lifting device. Move. Then, the removing member is suspended from the trailing vehicle by the first lifting device.

本願発明の部材更新方法は、施工区間付近に設置される第1の揚重装置と第2の揚重装置を用いて新設部材設置工程を行う方法とすることもできる。なお第1の揚重装置は新設部材の計画位置に配置されるとともに、第2の揚重装置は第1の揚重装置から離れた位置に配置される。この場合の新設部材設置工程では、第1の揚重装置と第2の揚重装置の動力手段によってそれぞれの吊りロープを巻上げることで、吊り治具に把持された新設部材を後尾車両から吊上げ、その後この後尾車両は施工区間外に移動する。次に、第1の揚重装置の動力手段によって新設部材を吊上げた状態で、第2の揚重装置の動力手段が吊りロープを巻下げることによって新設部材を第1の揚重装置の下方まで移動させる。そして、第1の揚重装置で新設部材を計画位置に吊降ろす。   The member renewal method of the present invention may be a method of performing a new member installation step using a first lifting device and a second lifting device installed near a construction section. Note that the first lifting device is disposed at a planned position of the new member, and the second lifting device is disposed at a position away from the first lifting device. In the new member installation step in this case, the new members held by the hanging jig are lifted from the trailing vehicle by hoisting the respective suspension ropes by the power means of the first lifting device and the second lifting device. After that, the trailing vehicle moves out of the construction section. Next, in a state where the new member is lifted by the power means of the first lifting device, the power member of the second lifting device winds down the suspension rope to move the new member to below the first lifting device. Move. Then, the new member is suspended at the planned position by the first lifting device.

本願発明の部材更新方法は、施工区間付近に設置される揚重装置を用いた方法とすることもできる。この揚重装置は、通行空間(積荷を吊上げた状態でその積荷の下方を貨物自動車が通過可能な空間)を有する揚重機であるリフターと、架設桁、吊り荷機構を含んで構成され、2基以上のリフター間に架け渡された架設桁に沿って吊り荷機構が横行する機構を有するとともに、吊り荷機構の吊り治具が上下することによって吊り治具に把持された撤去部材や新設部材を吊上げかつ吊り降ろす機構を有するものである。この場合、施工区間において撤去部材や新設部材を吊上げ又は吊降ろすときは、揚重装置を使用して行う。   The member renewal method of the present invention can be a method using a lifting device installed near the construction section. This lifting device includes a lifter, which is a lifting machine having a traffic space (a space in which a cargo vehicle can pass below the load while the load is lifted), an installation girder, and a lifting mechanism. The lifting mechanism has a mechanism in which the lifting mechanism traverses along the erection girder bridged between two or more lifters, and a removal member or a new member held by the lifting jig when the lifting jig of the lifting mechanism moves up and down. Has a mechanism for lifting and suspending. In this case, when lifting or lowering the removed member or the newly installed member in the construction section, the lifting member is used.

本願発明の撤去部材搬出方法、及び部材更新方法には、次のような効果がある。
(1)1車線のみの規制で実施することができるため、例えば上下4車線の場合、下りの2車線は全面開放するとともに上り2車線のうち1車線も常に開放することができる。
(2)工事車両の横入れや横出しを行う必要がないことから、一時的にも隣接する車線を通行する一般車両を妨害することがなく、安全性の向上に寄与する。
(3)受渡し用リフターは、市場で提供されている通常のリフターを利用することができることから、手間やコストをかけることなく実施することができる。
(4)1車線程度の幅員しかない橋梁でも、本願発明を用いれば、部材更新を行うことができる。
(5)施工区間よりも後方の工事ヤードでは車両の出入りがないので、資機材運搬用や作業員用の車両を止めておくことができ、作業効率がよい。
(6)施工区間の後方ヤードでは車両の出入りがないので、構成部材撤去のための切断作業を安全に施工できる。
The removed member carrying out method and the member updating method according to the present invention have the following effects.
(1) Since it can be carried out with only one lane regulation, for example, in the case of four lanes in the upper and lower lanes, the two lanes of the down lane can be fully opened and one lane out of the two lanes can always be opened.
(2) Since it is not necessary to enter or exit the construction vehicle, it does not hinder ordinary vehicles passing through the adjacent lane even temporarily, thereby contributing to an improvement in safety.
(3) Since the delivery lifter can use a normal lifter provided in the market, it can be implemented without any trouble and cost.
(4) Even if the bridge has a width of about one lane, the member can be updated by using the present invention.
(5) Since vehicles do not enter and exit the construction yard behind the construction section, vehicles for transporting materials and equipment and vehicles for workers can be stopped, and work efficiency is high.
(6) Since there is no entry or exit of the vehicle in the rear yard of the construction section, the cutting work for removing the component members can be performed safely.

本願発明を実施して撤去部材を搬出し、あるいは道路橋の一部を更新する状況を示す平面図。FIG. 4 is a plan view showing a situation in which the removal member is carried out or a part of a road bridge is updated by implementing the present invention. (a)は従来のリフターを利用した受渡し用リフターを示す斜視図、(b)は従来のリフターを利用した受渡し用リフターを示す正面図。(A) is a perspective view showing a delivery lifter using a conventional lifter, and (b) is a front view showing a delivery lifter using a conventional lifter. トレーラーに搭載されたアウトリガー式受渡し用リフターが自立して設置される状況を示すステップ図。The step figure showing the situation where the outrigger type delivery lifter mounted on the trailer is installed independently. 本願発明の撤去部材搬出方法の主な工程の流れを示すフロー図。The flowchart which shows the flow of the main process of the removal member removal method of this invention. 1基の受渡し用リフターを設置した場合の本願発明の撤去部材搬出方法の主な工程を示す第1のステップ図。FIG. 9 is a first step diagram showing main steps of the removal member carrying-out method of the present invention when one delivery lifter is installed. 1基の受渡し用リフターを設置した場合の本願発明の撤去部材搬出方法の主な工程を示す第2のステップ図。The 2nd step figure which shows the main process of the removal member carrying-out method of this invention at the time of installing one lifter for delivery. 1基の受渡し用リフターを設置した場合の本願発明の撤去部材搬出方法の主な工程を示す第3のステップ図。FIG. 13 is a third step diagram showing main steps of the removal member carrying-out method of the present invention when one delivery lifter is installed. 1基の受渡し用リフターを設置した場合の本願発明の撤去部材搬出方法の主な工程を示す第4のステップ図。FIG. 14 is a fourth step diagram showing main steps of the removal member carrying-out method of the present invention when one delivery lifter is installed. 2基の受渡し用リフターを設置した場合の本願発明の撤去部材搬出方法の主な工程を示す第1のステップ図。FIG. 9 is a first step diagram showing main steps of the removal member carrying-out method of the present invention when two delivery lifters are installed. 2基の受渡し用リフターを設置した場合の本願発明の撤去部材搬出方法の主な工程を示す第2のステップ図。The 2nd step figure which shows the main process of the removal member carrying-out method of this invention when two delivery lifters are installed. 2基の受渡し用リフターを設置した場合の本願発明の撤去部材搬出方法の主な工程を示す第3のステップ図。FIG. 13 is a third step diagram showing main steps of the removal member carrying-out method of the present invention when two delivery lifters are installed. 第1のケースの部材更新方法の主な工程の流れを示すフロー図。The flowchart which shows the flow of the main process of the member update method of a 1st case. 第1のケースの部材更新方法の主な工程を示す第1のステップ図。FIG. 9 is a first step diagram showing main steps of a member updating method of a first case. 第1のケースの部材更新方法の主な工程を示す第2のステップ図。FIG. 11 is a second step diagram showing main steps of the member updating method of the first case. 第1のケースの部材更新方法の主な工程を示す第3のステップ図。FIG. 10 is a third step diagram showing main steps of the member updating method of the first case. 第1のケースの部材更新方法の主な工程を示す第4のステップ図。FIG. 14 is a fourth step diagram showing main steps of the member updating method of the first case. 第1のケースの部材更新方法の主な工程を示す第5のステップ図。FIG. 15 is a fifth step diagram showing main steps of the member updating method of the first case. 第2のケースの部材更新方法の主な工程の流れを示すフロー図。The flowchart which shows the flow of the main process of the member update method of a 2nd case. 第2のケースの部材更新方法の主な工程を示す第1のステップ図。FIG. 9 is a first step diagram showing main steps of a member updating method of a second case. 第2のケースの部材更新方法の主な工程を示す第2のステップ図。FIG. 13 is a second step diagram showing main steps of the member updating method of the second case. 第2ケースの部材更新方法の主な工程を示す第3のステップ図。FIG. 13 is a third step diagram showing main steps of the member updating method of the second case. 第2のケースの部材更新方法の主な工程を示す第4のステップ図。FIG. 14 is a fourth step diagram showing main steps of the member updating method of the second case. 第2のケースの部材更新方法の主な工程を示す第5のステップ図。FIG. 18 is a fifth step diagram showing main steps of the member updating method of the second case. 第3のケースの部材更新方法の主な工程の流れを示すフロー図。The flowchart which shows the flow of the main process of the member update method of a 3rd case. 第3のケースの部材更新方法の主な工程を示す第1のステップ図。FIG. 13 is a first step diagram showing main steps of a member updating method of a third case. 第3のケースの部材更新方法の主な工程を示す第2のステップ図。FIG. 13 is a second step diagram showing main steps of a member updating method of a third case. 第3ケースの部材更新方法の主な工程を示す第3のステップ図。FIG. 13 is a third step diagram showing main steps of the member updating method of the third case. 第3のケースの部材更新方法の主な工程を示す第4のステップ図。FIG. 16 is a fourth step diagram showing main steps of the member updating method of the third case. 第3のケースの部材更新方法の主な工程を示す第5のステップ図。FIG. 15 is a fifth step diagram showing main steps of the member updating method of the third case. 架設桁型揚重装置の構築方法の主な工程を示すステップ図。The step figure showing the main steps of the construction method of the construction girder type lifting device. (a)は本体桁とレール桁からなる架設桁を示す側面図、(b)は撤去部材を吊った状態の架設桁型揚重装置を示す正面図。(A) is a side view which shows the construction girder which consists of a main body girder and a rail girder, (b) is a front view which shows the construction girder type lifting apparatus in the state which removed the removal member. (a)は施工区間で構築された架設桁型揚重装置によって撤去部材を吊上げる工程を示すステップ図、(b)は架設桁型揚重装置によって吊上げた撤去部材を後尾車両に搭載する工程を示すステップ図。(A) is a step diagram showing a step of lifting a removal member by a erected girder type lifting device constructed in a construction section, and (b) is a step of mounting the removed member lifted by the erection girder type lifting device on a rear vehicle. FIG. (a)は施工区間で構築された架設桁型揚重装置によって後尾車両に搭載された新設部材を吊上げる工程を示すステップ図、(b)は架設桁型揚重装置によって吊上げた新設部材を計画位置に設置する工程を示すステップ図。(A) is a step diagram showing a process of hoisting a new member mounted on a rear vehicle by an erecting girder lifting device constructed in the construction section, and (b) is a diagram showing a new member lifted by the erecting girder type hoisting device. The step figure showing the process of installing in a planned position. (a)は施工区間の後方側に撤去部材を仮置きしておく工程を示すステップ図、(b)は施工区間の後方側に新設部材を仮置きしておく工程を示すステップ図。(A) is a step diagram showing a step of temporarily placing a removed member behind the construction section, and (b) is a step diagram showing a step of temporarily placing a new member behind the construction section. ウィンチ型揚重装置によって撤去部材を後尾車両に搭載する工程を示すステップ図。The step figure which shows the process of mounting a removal member in a tail vehicle by a winch type lifting device. (a)は撤去部材を搬出するため貨物自動車が施工区間の前で待機している状況を示す平面図、(b)は撤去部材を搭載した貨物自動車が工事ヤードを退場するとともに後続の貨物自動車が工事ヤード内に横入りする状況を示す平面図。(A) is a plan view showing a state in which a lorry is waiting in front of the construction section to carry out the removed member, and (b) is a lorry equipped with the removed member exits the construction yard and follows a lorry. FIG. 2 is a plan view showing a situation where a vehicle enters a construction yard sideways. (a)は撤去部材を搬出するため2台の貨物自動車が工事ヤード内に配置された状況を示す平面図、(b)は撤去部材を搭載した貨物自動車が工事ヤードを横出しによって退場する状況を示す平面図。(A) is a plan view showing a situation in which two trucks are arranged in a construction yard to carry out a removal member, and (b) is a situation in which a truck equipped with a removal member leaves the construction yard sideways. FIG.

本願発明の撤去部材搬出方法、及び部材更新方法の形態の一例を、図に基づいて説明する。   An example of a form of a removed member carrying out method and a member updating method of the present invention will be described with reference to the drawings.

1.定義
本願発明の実施形態の例を説明するにあたって、はじめにここで用いる用語の定義を示しておく。
1. Definitions In describing an example of an embodiment of the present invention, first, definitions of terms used herein are shown.

(構成部材)
本願発明の撤去部材搬出方法は、道路橋を構成するコンクリート床版や鋼床版、あるいは主桁や横桁といった部材を撤去して搬出する方法であり、道路橋を構成するこれらの部材のことをここでは総称して単に「構成部材」ということとする。なお構成部材は、鋼やコンクリート、FRP(Fiber Reinforced Plastics)など様々な材質製のものとすることができ、すなわち本願発明では構成部材の材質は特に限定されない。また、本願発明の部材更新方法は、構成部材を撤去するとともに撤去した後に新規の構成部材を設置する(以下、撤去して設置することを「更新」という。)方法であり、便宜上ここでは撤去した構成部材のことを「撤去部材」と、新たに設置される構成部材のことを「新設部材」ということとする。
(Components)
The removal member carrying out method of the present invention is a method of removing concrete slabs and steel slabs constituting a road bridge, or members such as a main girder and a horizontal girder and carrying them out, and refers to these members constituting a road bridge. Are collectively referred to herein simply as “components”. The constituent members can be made of various materials such as steel, concrete, and FRP (Fiber Reinforced Plastics). That is, the material of the constituent members is not particularly limited in the present invention. Further, the member renewal method of the present invention is a method of removing a constituent member and installing a new constituent member after the removal (hereinafter, removing and installing is referred to as “renewal”), and is removed here for convenience. The removed component is referred to as a “removed member”, and the newly installed component is referred to as a “newly provided member”.

(工事ヤードと施工区間)
図1は、本願発明を実施して撤去部材を搬出し、あるいは道路橋の一部を更新する状況を示す平面図である。この図で破線によって示す範囲が、本願発明を実施するために規制された工事用の範囲であり、この範囲のことをここでは「工事ヤード100」ということとする。なおこの工事ヤード100は、道路橋の1車線を使用して所定の延長区間で設定される。なお、「1車線を使用して」とは、他の車線を使用しないという意味であって、当該車線のみに対して工事ヤード100を設定する場合のほか、当該1車線に側方領域(路肩や中央帯や側帯、あるいは壁高欄や地覆など)を加えた範囲に対して工事ヤード100を設定する場合も含まれる。例えば図1に示す上下2車線ずつの道路橋の場合は、上りの1車線(図では下側車線)のみを使用して対して工事ヤード100が設定されている。したがって、下り線は2車線ともに常時一般開放することができ、上り線も1車線は常時一般開放することができる。また、構成部材を撤去する区間、あるいは構成部材を更新(撤去〜設置)する区間のことを、ここでは「施工区間110」ということとする。もちろん、工事ヤード100は施工区間110をその範囲内に含むように設定され、しかも施工区間110が工事ヤード100の後方側(図1では終点側寄り)に位置するように設定される。なお施工区間は、1車線のうち道路延長方向(つまり橋軸方向)に分割された区間であるが、さらに道路幅員方向(つまり橋軸直角方向)に分割した区間とすることもできる。
(Construction yard and construction section)
FIG. 1 is a plan view showing a situation in which a removal member is carried out or a part of a road bridge is renewed by implementing the present invention. A range indicated by a broken line in this drawing is a range for construction regulated to carry out the present invention, and this range is referred to as “construction yard 100” here. The construction yard 100 is set in a predetermined extension section using one lane of the road bridge. Note that “using one lane” means that no other lane is used. In addition to the case where the construction yard 100 is set only for the lane, the side area (road shoulder) The construction yard 100 is also set for a range including the center zone, the side zone, the wall railing, the ground cover, and the like. For example, in the case of a road bridge having two upper and lower lanes as shown in FIG. 1, the construction yard 100 is set using only one lane (lower lane in the figure) in the upward direction. Therefore, both the down lane and the two lanes can be open to the general public at all times, and the up lane can also be open to the general lane at all times. In addition, a section in which a component is removed or a section in which a component is updated (removed to installed) is referred to as a “construction section 110” here. Of course, the construction yard 100 is set so as to include the construction section 110 within the range, and the construction section 110 is set so as to be located behind the construction yard 100 (closer to the end point in FIG. 1). The construction section is a section of one lane that is divided in the road extension direction (that is, the bridge axis direction), but may be a section that is further divided in the road width direction (that is, the direction perpendicular to the bridge axis).

(車列群)
トラックやトレーラーなど荷台に撤去部材や新設部材を搭載することができる車両のことをここでは「貨物自動車」といい、一列に並んだ複数の貨物自動車で構成される車両の集団のことを「車列群200」ということとする。また、車列群200を構成する複数の貨物自動車のうち最も前方に位置する貨物自動車のことを特に「先頭車両310」、最も後方に位置する貨物自動車のことを特に「後尾車両320」ということとする。さらに、車列群200が3台以上の貨物自動車で構成される場合は、先頭車両310と後尾車両320の間に位置する貨物自動車のことを特に「中間車両330」ということとする。なお、ここで説明する「前方」及び「後方」は、その車線に本来設定されている進行方向を基準にしており、上り車線に工事ヤード100設定される場合は起点側が「前方」であって終点側が「後方」となり、下り車線に工事ヤード100設定される場合は終点側が「前方」であって起点側が「後方」となる。
(Vehicle group)
Vehicles, such as trucks and trailers, on which loading members and new members can be mounted on a carrier, are referred to here as "lorries" .A group of vehicles consisting of multiple trucks arranged in a row is referred to as a "car". Column group 200 ". In addition, the frontmost truck among the plurality of trucks forming the row group 200 is particularly referred to as a "leading vehicle 310", and the rearmost truck is particularly referred to as a "tailing vehicle 320". And Further, when the row of vehicles 200 is composed of three or more trucks, a truck located between the leading vehicle 310 and the trailing vehicle 320 is particularly referred to as an “intermediate vehicle 330”. Note that the “front” and “rear” described here are based on the traveling direction originally set in the lane, and when the construction yard 100 is set in the up lane, the starting side is “front”. When the end point side is “rear” and the construction yard 100 is set in the down lane, the end point side is “front” and the starting point side is “rear”.

(受渡し用リフター)
図1に示すように工事ヤード100内であって施工区間110よりも前方の領域に配置されるリフターのことを、ここでは「受渡し用リフター400」ということとする。なお、この受渡し用リフター400は、市場に流通している(販売されレンタルされている)従来品のリフターを使用することができる。
(Delivery lifter)
As shown in FIG. 1, a lifter that is arranged in a region in the construction yard 100 and ahead of the construction section 110 is herein referred to as a “delivery lifter 400”. As the delivery lifter 400, a conventional lifter that is distributed in the market (sold and rented) can be used.

図2は、従来のリフターを利用した受渡し用リフター400を示す図であり、(a)はその斜視図、(b)はその正面図である。図2(a)に示すように受渡し用リフター400は、4本の支柱410と構台420を含んで構成される。これら4本の支柱410は、それぞれ複数(図では3つ)の分割体で形成され、上方の分割体が下方の分割体を収容できる構造となっている。そして油圧等を利用することで、上方の分割体から下方の分割体を出し入れすることができ、すなわち4本の支柱410は上下に伸び縮み(つまりジャッキアップとジャッキダウン)できる仕様となっている。また図2(b)に示すように受渡し用リフター400は、正面視で門型の揚重機械であり、積荷を吊上げた状態でその積荷の下方を貨物自動車が通過可能な空間(以下、「通行空間440」という。)を備えている。   2A and 2B are views showing a delivery lifter 400 using a conventional lifter, wherein FIG. 2A is a perspective view and FIG. 2B is a front view. As shown in FIG. 2A, the delivery lifter 400 includes four columns 410 and a gantry 420. Each of these four columns 410 is formed of a plurality (three in the figure) of divided bodies, and has a structure in which an upper divided body can accommodate a lower divided body. By using hydraulic pressure or the like, the lower divided body can be taken in and out of the upper divided body, that is, the four columns 410 can be expanded and contracted vertically (that is, jack-up and jack-down). . Also, as shown in FIG. 2B, the delivery lifter 400 is a portal-type lifting machine in a front view, and a space where a lorry can pass below the load while the load is lifted (hereinafter, referred to as “the lifter”). Passing space 440 ”).

構台420は、4本の支柱410に連結されており、しかも最上部の分割体に連結されていることから、支柱410が上下するのに伴ってやはり構台420も上下する。また、図2(b)に示すように構台420の下面には、吊り係止具430が取り付けられている。この吊り係止具430は、撤去部材や新設部材を把持することのできる治具であり、例えば吊りフックを利用することができる。なお、構台420が2本の連結梁を含み、この2本の連結梁が左右に伸縮可能な構造とすることもできる。これは従来のリフターと同様の構造であり、4本の支柱410うち2本ずつを1本の連結梁で連結し、この連結梁が油圧等によって水平方向(左右)に伸び縮みするわけである。もちろん、連結梁の伸縮に伴ってこれに連結された支柱410も左右に伸び縮みする。   Since the gantry 420 is connected to the four columns 410 and is connected to the uppermost divided body, the gantry 420 also moves up and down as the column 410 moves up and down. In addition, as shown in FIG. 2B, a suspension lock 430 is attached to the lower surface of the gantry 420. The suspending and locking member 430 is a jig capable of gripping a removed member or a newly provided member, and for example, a suspending hook can be used. In addition, the gantry 420 may include two connecting beams, and the two connecting beams may be configured to be able to expand and contract to the left and right. This is the same structure as the conventional lifter, in which two of the four columns 410 are connected by one connecting beam, and the connecting beam expands and contracts in the horizontal direction (left and right) by hydraulic pressure or the like. . Of course, with the expansion and contraction of the connecting beam, the column 410 connected to it also expands and contracts left and right.

連結梁が左右に伸縮するリフター利用した受渡し用リフター400(以下、「アウトリガー式受渡し用リフター400R」という。)を採用すると、極めて容易に受渡し用リフター400を設置し、撤去することができて好適となる。図3は、トレーラーTrに搭載されたアウトリガー式受渡し用リフター400Rが自立して設置される状況を示すステップ図である。図3(a)に示すようにアウトリガー式受渡し用リフター400Rは、トレーラーTrの荷台に設置された受け台の上に載せられて工事ヤード100内の所定位置まで搬入される。その所定位置にトレーラーTrが停止すると、図3(b)に示すように、受け台の上に載せられた状態で荷台の外側となるまで連結梁440を左右(図では上下)に伸ばす。そして連結梁440を左右に伸ばした状態で、図3(c)に示すように、その下端が路面に接地するまで4本の支柱410を下方に伸ばし、この結果、アウトリガー式受渡し用リフター400Rが路面上で自立する。アウトリガー式受渡し用リフター400Rが自立すると、トレーラーTrはアウトリガー式受渡し用リフター400Rの下方から移動していく。なおアウトリガー式受渡し用リフター400Rを撤去して搬出する場合は、図3に示すステップを逆の手順(図3(c)→(a))で行うとよい。   When a delivery lifter 400 (hereinafter, referred to as an “outrigger delivery lifter 400R”) using a lifter in which a connecting beam expands and contracts to the left and right is adopted, the delivery lifter 400 can be installed and removed very easily, which is preferable. Becomes FIG. 3 is a step diagram showing a situation in which the outrigger type delivery lifter 400R mounted on the trailer Tr is independently installed. As shown in FIG. 3A, the outrigger-type delivery lifter 400R is placed on a receiving stand installed on the bed of the trailer Tr, and is carried into a predetermined position in the construction yard 100. When the trailer Tr stops at the predetermined position, as shown in FIG. 3 (b), the connecting beam 440 is extended left and right (up and down in the figure) until it comes to the outside of the loading platform while being placed on the receiving platform. Then, with the connecting beam 440 extended left and right, as shown in FIG. 3 (c), the four columns 410 are extended downward until the lower ends thereof touch the road surface. As a result, the outrigger-type delivery lifter 400R is Be independent on the road. When the outrigger-type delivery lifter 400R becomes independent, the trailer Tr moves from below the outrigger-type delivery lifter 400R. When the outrigger type delivery lifter 400R is removed and carried out, the steps shown in FIG. 3 may be performed in the reverse order (FIG. 3 (c) → (a)).

図2に示すように従来のリフターは、吊り係止具430が構台420の下面に固定されており、吊り係止具430自体が独立して上下する(すなわち構台420に対して接近し離れる)ことができない。つまり、吊り係止具430は撤去部材や新設部材を把持するだけであり、4本の支柱410が上下する(つまり構台420が上下する)ことによって、吊り係止具430に把持された撤去部材や新設部材を吊上げあるいは吊降ろす。従来のリフターに代えて、従来のリフターに吊り荷機構を設置した新規な揚重装置を、受渡し用リフター400として利用することもできる。この吊り荷機構は、吊りロープと、この吊りロープの先端に固定された吊り治具、そして動力手段を有するものであり、いわゆるウィンチやホイストといった荷揚げ用の装置である。吊り荷機構の本体部(動力部)である動力手段を例えば構台420などに固定することによって、リフターに吊り荷機構を設置することができる。この新規な揚重装置を利用すれば、4本の支柱410を上下することなく吊り治具が構台420に対して独立して上下することで撤去部材や新設部材を吊上げあるいは吊降ろすことができる。   As shown in FIG. 2, in the conventional lifter, the suspension lock 430 is fixed to the lower surface of the gantry 420, and the suspension lock 430 itself moves up and down independently (ie, approaches and separates from the gantry 420). Can not do. In other words, the hanging member 430 only grips the removal member or the newly installed member, and the four pillars 410 move up and down (that is, the gantry 420 moves up and down), so that the removing member gripped by the hanging member 430. Or new members are lifted or lowered. Instead of the conventional lifter, a new lifting device having a lifting mechanism installed on the conventional lifter can be used as the delivery lifter 400. This hanging load mechanism has a hanging rope, a hanging jig fixed to the tip of the hanging rope, and power means, and is a device for unloading such as a so-called winch or hoist. The lifting mechanism can be installed on the lifter by fixing the power means that is the main body (power section) of the lifting mechanism to, for example, the gantry 420 or the like. If this new lifting device is used, the lifting jig moves up and down independently of the gantry 420 without raising and lowering the four columns 410, so that the removal member or the newly installed member can be lifted or lowered. .

(施工部揚重機)
施工区間110で撤去された撤去部材を貨物自動車に積み込む揚重機を、ここでは「施工部揚重機500」ということとする。この施工部揚重機500は、施工区間110まで輸送された新設部材の吊上げも行い、図1に示すように施工区間110の周辺(この図では後方)に設置される。なお施工部揚重機500は、従来から用いられているラフタークレーンやトラッククレーン、あるいはクローラクレーンなど(以下、総称して「ラフタークレーン等」という。)を用いることもできるし、後述するように従来のリフターを利用した新規な揚重装置、具体的にはリフターに吊り荷機構を設置した揚重装置(以下、「ウィンチ型揚重装置」という。)や、複数のリフターに架設桁を架け渡した揚重装置(以下、「架設桁型揚重装置」という。)を採用することもできる。
(Construction Department lifting machine)
The lifting machine that loads the removed member removed in the construction section 110 on the lorry is herein referred to as “construction unit lifting machine 500”. The construction section lifting machine 500 also lifts a newly installed member transported to the construction section 110, and is installed around the construction section 110 (rear in this figure) as shown in FIG. In addition, the construction part lifting machine 500 can use a conventionally used rough terrain crane, truck crane, crawler crane, or the like (hereinafter, collectively referred to as “rough terrain crane, etc.”). A new lifting device using a lifter, specifically, a lifting device with a lifting mechanism installed on the lifter (hereinafter referred to as a "winch-type lifting device"), or an installation girder spanning multiple lifters A lifting device (hereinafter, referred to as a “installed girder-type lifting device”) may be employed.

2.撤去部材搬出方法
次に本願発明の撤去部材搬出方法について、図4〜図11を参照しながら説明する。図4は本願発明の撤去部材搬出方法の主な工程の流れを示すフロー図であり、図5〜図11は本願発明の撤去部材搬出方法の主な工程を示すステップ図である。なお、図5〜図8は1基の受渡し用リフター400を設置した場合を示し、図9〜図11は2基の受渡し用リフター400を設置した場合を示している。
2. Next, a removing member carrying out method of the present invention will be described with reference to FIGS. FIG. 4 is a flowchart showing the flow of the main steps of the removing member carrying out method of the present invention, and FIGS. 5 to 11 are step diagrams showing the main steps of the removing member carrying out method of the present invention. 5 to 8 show a case where one delivery lifter 400 is installed, and FIGS. 9 to 11 show a case where two delivery lifters 400 are installed.

(1基の受渡し用リフターを設置した場合)
工事を始めるに当たって、まずは図1に示すように工事ヤード100を設定する(Step101)。このとき、施工区間110を含むように、しかも施工区間110が全体のうち後方寄りに位置するように工事ヤード100を設定する。工事ヤード100の設定は、例えば周囲に仮囲いを設置することで明示するとよい。工事ヤード100を設定すると、図5(a)に示すように車列群200を工事ヤード100内に進入させる(Step102)。このとき車列群200は、工事ヤード100を設定した車線を通行して、すなわち図1に示す他の車線を通ることなく(例えば横入りすることなく)、起点側から工事ヤード100内に進入させる。工事ヤード100内に入場した車列群200は、工事ヤード100内であって施工区間110よりも前方の領域に配置される。
(When one delivery lifter is installed)
Before starting the construction, a construction yard 100 is first set as shown in FIG. 1 (Step 101). At this time, the construction yard 100 is set so that the construction section 110 is included, and the construction section 110 is located at the rear of the whole. The setting of the construction yard 100 may be clearly indicated by, for example, installing a temporary enclosure around the construction yard 100. When the construction yard 100 is set, the vehicle row group 200 enters the construction yard 100 as shown in FIG. 5A (Step 102). At this time, the vehicle row group 200 enters the construction yard 100 from the starting point side while passing through the lane in which the construction yard 100 is set, that is, without passing through another lane shown in FIG. Let it. The vehicle group 200 that has entered the construction yard 100 is disposed in the construction yard 100 in a region ahead of the construction section 110.

図5(a)に示すように、車列群200が工事ヤード100内に入場する際、車列群200を構成するいずれかの貨物自動車(この図では後尾車両320)に受渡し用リフター400を搭載することもできる。まとまった期間(数日〜数週間)、当該車線を規制して工事ヤード100を確保できる場合は、受渡し用リフター400を常時設置することができるが、例えば夜間のみ通行規制が許される場合は、その都度受渡し用リフター400を搬入して設置する必要があり、図5(a)に示すように貨物自動車に受渡し用リフター400を搭載して工事ヤード100内に入場するわけである。   As shown in FIG. 5 (a), when the row of cars 200 enters the construction yard 100, the delivery lifter 400 is attached to one of the lorries (the trailing car 320 in this figure) constituting the row of cars 200. It can also be installed. If the construction yard 100 can be secured by regulating the lane for a long period of time (several days to several weeks), the delivery lifter 400 can be always installed. However, for example, when traffic regulation is allowed only at night, Each time, it is necessary to carry in and install the delivery lifter 400, and as shown in FIG. 5A, the delivery lifter 400 is mounted on the lorry and enters the construction yard 100.

車列群200が工事ヤード100内の所定位置に配置されると、図5(b)に示すように受渡し用リフター400を所定位置に設置する(Step103)。このとき、貨物自動車にアウトリガー式受渡し用リフター400Rを搭載して入場すれば、図3に示すようにアウトリガー式受渡し用リフター400Rを自立させながら設置することができる。なお、既に工事ヤード100内の所定位置に受渡し用リフター400が既に設置されている場合(例えばまとまった期間、工事ヤード100を確保できる場合)は、受渡し用リフターの設置工程(Step103)を省略することができる。   When the vehicle group 200 is arranged at a predetermined position in the construction yard 100, the delivery lifter 400 is installed at a predetermined position as shown in FIG. 5B (Step 103). At this time, if the outrigger-type delivery lifter 400R is mounted on the lorry and entered, the outrigger-type delivery lifter 400R can be installed independently as shown in FIG. When the delivery lifter 400 has already been installed at a predetermined position in the construction yard 100 (for example, when the construction yard 100 can be secured during a long period of time), the delivery lifter installation step (Step 103) is omitted. be able to.

ここまでの準備が整うと、施工区間110で計画された構成部材を撤去する(Step104)。なお、既に構成部材が撤去され、撤去部材が施工区間110周辺に仮置きされている場合は部材の撤去工程(Step104)を省略することができる。構成部材が撤去されると(あるいは撤去部材が用意されると)、後尾車両320が後退して施工区間110の前方まで近寄り、図5(c)に示すように施工部揚重機500が吊上げた撤去部材を後尾車両320に搭載する(Step105)。なお既述したとおり、施工部揚重機500としてラフタークレーン等を使用することもできるし、新規な揚重装置であるウィンチ型揚重装置や架設桁型揚重装置を採用することもできる。   When the preparation up to this point is completed, the constituent members planned in the construction section 110 are removed (Step 104). In addition, when the component has already been removed and the removed member has been temporarily placed around the construction section 110, the member removing step (Step 104) can be omitted. When the component members are removed (or when the removal members are prepared), the trailing vehicle 320 retreats and approaches the front of the construction section 110, and the construction part lifting machine 500 is lifted as shown in FIG. 5C. The removal member is mounted on the rear vehicle 320 (Step 105). As described above, a rough terrain crane or the like can be used as the construction section lifting machine 500, and a winch-type lifting apparatus or an installed girder-type lifting apparatus, which is a new lifting apparatus, can also be used.

後尾車両320に撤去部材を搭載すると、図6(a)に示すように撤去部材を搭載した後尾車両320が受渡し用リフター400の位置まで工事ヤード内を移動し、そしてこの受渡し用リフター400が後尾車両320に搭載された撤去部材を吊上げる(Step106)。受渡し用リフター400が撤去部材を吊上げると、その受渡し用リフター400の通行空間440内に先頭車両310が後退しながら進入し、荷台が吊り荷(撤去部材)の下に位置するように停止する。このとき、図6(b)に示すように車列群200は、貨物自動車の順を維持したまま後退しながら工事ヤード100内を移動する。先頭車両310が停止すると、図6(b)に示すように受渡し用リフター400が吊上げている撤去部材を先頭車両310に搭載する(Step107)。先頭車両310が撤去部材を搭載すると、図6(c)に示すようにこの先頭車両310は工事ヤード100の外に退場する(Step108)。このとき先頭車両310は、工事ヤード100を設定した車線を通行して、すなわち図1に示す他の車線を通ることなく(例えば横出しすることなく)、工事ヤード100の終点側から退場する。   When the removing member is mounted on the trailing vehicle 320, the trailing vehicle 320 mounted with the removing member moves in the construction yard to the position of the delivery lifter 400 as shown in FIG. The removal member mounted on the vehicle 320 is lifted (Step 106). When the delivery lifter 400 lifts the removal member, the leading vehicle 310 enters the traffic space 440 of the delivery lifter 400 while retreating, and stops so that the carrier is positioned below the suspended load (removal member). . At this time, as shown in FIG. 6B, the vehicle row group 200 moves in the construction yard 100 while moving backward while maintaining the order of the lorries. When the leading vehicle 310 stops, the removing member suspended by the delivery lifter 400 is mounted on the leading vehicle 310 as shown in FIG. 6B (Step 107). When the leading vehicle 310 mounts the removal member, the leading vehicle 310 leaves the construction yard 100 as shown in FIG. 6C (Step 108). At this time, the leading vehicle 310 exits from the end point side of the construction yard 100 without passing through the lane in which the construction yard 100 is set, that is, without passing through another lane shown in FIG.

車列群200が先頭車両310と後尾車両320で構成され、(例えばその日)搬出する撤去部材が1つだけの場合は、ここまでの工程を終えると後尾車両320が受渡し用リフター400を搭載して工事ヤード100の外に搬出し(Step109)、後片付けを行って(Step110)作業を完了する。一方、車列群200が先頭車両310と後尾車両320、1又は2以上の中間車両330(つまり3台以上の貨物自動車)で構成される場合は、撤去部材の仮積載工程(Step105)から工事ヤードの退出工程(Step108)までのサイクル(以下、「搬出サイクル」という。)を、先頭車両310と中間車両330が退場するまで(つまり工事ヤード100内に後尾車両320だけが残るまで)繰り返し行う。なお、2回目以降の搬出サイクルでは、退場した貨物自動車を除く貨物自動車で車列群200を構成し、新たに構成された車列群200の最前方に位置する貨物自動車を新たに先頭車両310とする。   When the convoy group 200 is composed of a leading vehicle 310 and a trailing vehicle 320, and only one removal member is carried out (for example, on that day), after the steps up to this point, the trailing vehicle 320 mounts the delivery lifter 400. Then, the work is carried out of the construction yard 100 (Step 109), and the work is cleared (Step 110) to complete the work. On the other hand, when the vehicle row group 200 is composed of the leading vehicle 310 and the trailing vehicle 320, one or more intermediate vehicles 330 (that is, three or more lorries), the construction starts from the temporary loading step of removing members (Step 105). A cycle up to the yard leaving step (Step 108) (hereinafter, referred to as “unloading cycle”) is repeated until the leading vehicle 310 and the intermediate vehicle 330 leave (that is, until only the trailing vehicle 320 remains in the construction yard 100). . In the second and subsequent unloading cycles, the truck group 200 is constituted by trucks other than the truck that has left, and the truck located at the forefront of the newly constructed truck group 200 is newly added to the leading vehicle 310. And

例えば図5〜図8のステップ図は、車列群200が先頭車両310と後尾車両320、中間車両330の3台で構成されており、搬出サイクルが2回繰り返されるケースを示している。すなわち図6(c)に示すように、先頭車両310が工事ヤード100の外に退場すると、退場した貨物自動車を除いた2台の貨物自動車で車列群200が構成され、そのうち最前方の貨物自動車を先頭車両310としたうえで、次の搬出サイクルが開始されるわけである。   For example, the step diagrams in FIGS. 5 to 8 show a case where the row of vehicles 200 is composed of three vehicles: a leading vehicle 310, a trailing vehicle 320, and an intermediate vehicle 330, and the carry-out cycle is repeated twice. That is, as shown in FIG. 6 (c), when the leading vehicle 310 leaves the construction yard 100, the convoy group 200 is composed of two trucks excluding the truck that has left, and the foremost cargo among them. With the car as the leading vehicle 310, the next unloading cycle is started.

具体的には、先頭車両310が工事ヤード100の外に退場すると(あるいは退場前や退場とともに)、施工区間110の前方まで後退した後尾車両320に2つ目の撤去部材を搭載し(Step105)、図7(a)に示すように再度、受渡し用リフター400の位置まで移動した後尾車両320の撤去部材を吊上げる(Step106)。そして、図7(b)に示すように先頭車両310(1回目の搬出サイクルでは中間車両330)が、後退しながら受渡し用リフター400の通行空間440内に進入して吊り荷の下で停止する。このとき車列群200は、貨物自動車の順を維持したまま後退しながら工事ヤード100内を移動する。受渡し用リフター400が吊上げている2個目の撤去部材を先頭車両310に搭載すると(Step107)、図7(c)に示すようにこの先頭車両310は工事ヤード100の外に退場する(Step108)。ここまでの工程を終えると後尾車両320が受渡し用リフター400を搭載して工事ヤード100の外に搬出する(Step109)。このとき、受渡し用リフター400としてアウトリガー式受渡し用リフター400Rを採用していれば、図3に示す逆の手順で受渡し用リフター400を後尾車両320に搭載することができる。なお、工事ヤード100内の受渡し用リフター400を撤去する必要がない場合(例えばまとまった期間、工事ヤード100を確保できる場合)は、受渡し用リフターの搬出工程(Step109)を省略することができる。その後、後片付けを行って(Step110)、作業を完了する。   Specifically, when the leading vehicle 310 exits outside the construction yard 100 (or before or along with exit), the second removal member is mounted on the trailing vehicle 320 that has retreated to the front of the construction section 110 (Step 105). Then, as shown in FIG. 7A, the removal member of the tail vehicle 320 is lifted after moving to the position of the delivery lifter 400 again (Step 106). Then, as shown in FIG. 7B, the leading vehicle 310 (the intermediate vehicle 330 in the first unloading cycle) enters the traffic space 440 of the delivery lifter 400 while retreating and stops under the suspended load. . At this time, the row 200 moves in the construction yard 100 while moving backward while maintaining the order of the lorries. When the second removal member suspended by the delivery lifter 400 is mounted on the leading vehicle 310 (Step 107), the leading vehicle 310 leaves the construction yard 100 as shown in FIG. 7C (Step 108). . When the steps up to this point are completed, the trailing vehicle 320 carries the delivery lifter 400 and carries it out of the construction yard 100 (Step 109). At this time, if the outrigger type delivery lifter 400R is adopted as the delivery lifter 400, the delivery lifter 400 can be mounted on the rear vehicle 320 in the reverse procedure shown in FIG. In addition, when it is not necessary to remove the delivery lifter 400 in the construction yard 100 (for example, when the construction yard 100 can be secured for a long period of time), the delivery step of the delivery lifter (Step 109) can be omitted. Then, after-cleaning is performed (Step 110), and the operation is completed.

(複数の受渡し用リフターを設置した場合)
ここまで1基の受渡し用リフター400が設置されたケースで説明した。次にn(nは2以上の整数)箇所に受渡し用リフター400が設置されたケースについて説明する。なおここでは便宜上、2基(つまり、n=2)の受渡し用リフター400が設置された例で説明するが、3基以上の受渡し用リフター400を設置した場合も以下で説明する手順と同様である。
(When multiple delivery lifters are installed)
The case where one delivery lifter 400 is installed has been described so far. Next, a case where the delivery lifter 400 is installed at n (n is an integer of 2 or more) locations will be described. Here, for convenience, an example in which two (ie, n = 2) delivery lifters 400 are installed will be described. However, when three or more delivery lifters 400 are installed, the procedure described below is the same. is there.

複数の受渡し用リフター400を設置するケースも、1基のみ設置されるケースと同様、図4に示すフロー図にしたがって実施される。工事ヤード100を設定すると(Step101)、図9(a)に示すように車列群200が工事ヤード100内に進入して(Step102)所定位置に配置され、図9(b)に示すように2基の受渡し用リフター400を設置する(Step103)。既述のとおり既に設置されている場合は、受渡し用リフター400の設置工程は省略(Step103)できる。なおここでは2基の受渡し用リフター400を区別するため、工事ヤード100のうち前方に設置されたものを第1の受渡し用リフター400aと、後方に設置されたものを第2の受渡し用リフター400bということとする。   The case where a plurality of delivery lifters 400 are installed is performed according to the flowchart shown in FIG. 4, similarly to the case where only one delivery lifter 400 is installed. When the construction yard 100 is set (Step 101), the vehicle row group 200 enters the construction yard 100 as shown in FIG. 9A (Step 102) and is arranged at a predetermined position, as shown in FIG. 9B. Two delivery lifters 400 are installed (Step 103). As described above, when the delivery lifter 400 is already installed, the installation step of the delivery lifter 400 can be omitted (Step 103). In this case, in order to distinguish the two delivery lifters 400, the construction yard 100 that is installed in the front is the first delivery lifter 400a, and the one that is installed in the back is the second delivery lifter 400b. I mean.

構成部材が撤去(Step104)されると(あるいは撤去部材が用意されると)、後尾車両320が後退して施工区間110の前方まで近寄り、図9(c)に示すように施工部揚重機500が吊上げた撤去部材を後尾車両320に搭載する(Step105)。ただしこのとき、設置された受渡し用リフター400の数nと同数の撤去部材が後尾車両320に搭載される。例えば図9〜図11では2基(n=2)の受渡し用リフター400が設置された例で説明しているため、図9(c)でも2個の撤去部材が後尾車両320に搭載されている。   When the constituent members are removed (Step 104) (or when the removed members are prepared), the trailing vehicle 320 retreats and approaches the front of the construction section 110, and as shown in FIG. Is mounted on the rear vehicle 320 (Step 105). However, at this time, as many removal members as the number n of the delivery lifters 400 installed are mounted on the rear vehicle 320. For example, FIGS. 9 to 11 illustrate an example in which two (n = 2) delivery lifters 400 are installed. Therefore, also in FIG. 9C, two removal members are mounted on the rear vehicle 320. I have.

後尾車両320に2個の撤去部材を搭載すると、図10(a)に示すように、後尾車両320が第2の受渡し用リフター400bの位置まで工事ヤード内を移動して第2の受渡し用リフター400bで1個目の撤去部材を吊上げ、さらに後尾車両320が第1の受渡し用リフター400aの位置まで工事ヤード内を移動して第1の受渡し用リフター400aで2個目の撤去部材を吊上げる(Step106)。なお後尾車両320は、第1の受渡し用リフター400a〜第2の受渡し用リフター400bの順で移動してもよい。   When two removal members are mounted on the rear vehicle 320, the rear vehicle 320 moves in the construction yard to the position of the second delivery lifter 400b as shown in FIG. The first removal member is lifted at 400b, and the trailing vehicle 320 moves in the construction yard to the position of the first delivery lifter 400a, and the second removal member is lifted by the first delivery lifter 400a. (Step 106). The trailing vehicle 320 may move in the order of the first delivery lifter 400a to the second delivery lifter 400b.

第1の受渡し用リフター400a及び第2の受渡し用リフター400bが撤去部材を吊上げると、図10(b)に示すように、先頭車両310が後退しながら第1の受渡し用リフター400aの位置まで工事ヤード内を移動して第1の受渡し用リフター400aで1個目の撤去部材を先頭車両310に搭載し、さらに先頭車両310が第2の受渡し用リフター400bの位置まで工事ヤード内を移動して第2の受渡し用リフター400bで2個目の撤去部材を先頭車両310に搭載する(Step107)。このとき、図10(b)に示すように車列群200は、貨物自動車の順を維持したまま後退しながら工事ヤード100内を移動する。なお先頭車両310は、第2の受渡し用リフター400b〜第1の受渡し用リフター400aの順で移動してもよい。2個の撤去部材を搭載した先頭車両310は、工事ヤード100の外に退場する(Step108)。   When the first delivery lifter 400a and the second delivery lifter 400b lift the removal member, as shown in FIG. 10B, the leading vehicle 310 moves backward to the position of the first delivery lifter 400a as shown in FIG. After moving within the construction yard, the first removal member is mounted on the leading vehicle 310 with the first delivery lifter 400a, and the leading vehicle 310 is further moved within the construction yard to the position of the second delivery lifter 400b. Then, the second removal member is mounted on the leading vehicle 310 by the second delivery lifter 400b (Step 107). At this time, as shown in FIG. 10B, the row of vehicles 200 moves in the construction yard 100 while moving backward while maintaining the order of the trucks. The leading vehicle 310 may move in the order of the second delivery lifter 400b to the first delivery lifter 400a. The leading vehicle 310 on which the two removal members are mounted leaves the construction yard 100 (Step 108).

先頭車両310が工事ヤード100の外に退場すると、2回目の搬出サイクルが開始される。図10(b)に示すように、施工区間110の前方まで後退した後尾車両320に再度2つの撤去部材を搭載し(Step105)、図10(c)に示すように、第1の受渡し用リフター400a及び第2の受渡し用リフター400bの位置まで移動した後尾車両320の撤去部材を、それぞれの受渡し用リフター400が吊上げる(Step106)。そして、図11(a)に示すように先頭車両310(1回目の搬出サイクルでは中間車両330)が、後退しながら第1の受渡し用リフター400a及び第2の受渡し用リフター400bの位置まで移動して、それぞれの受渡し用リフター400が吊上げた撤去部材をこの先頭車両310に搭載し(Step107)、2個の撤去部材を搭載した先頭車両310は、工事ヤード100の外に退場する(Step108)。ここまでの工程を終えると、図11(b)に示すように、工事ヤード100内に残った中間車両330が第1の受渡し用リフター400aを搭載するとともに、後尾車両320が第2の受渡し用リフター400bを搭載して、工事ヤード100の外に搬出する(Step109)。既述のとおり、工事ヤード100内の受渡し用リフター400を撤去する必要がない場合は、受渡し用リフターの搬出工程(Step109)を省略することができる。その後、後片付けを行って(Step110)、作業を完了する。   When the leading vehicle 310 leaves the construction yard 100, a second unloading cycle is started. As shown in FIG. 10 (b), two removal members are mounted again on the trailing vehicle 320 which has retreated to the front of the construction section 110 (Step 105), and as shown in FIG. 10 (c), the first delivery lifter Each of the delivery lifters 400 lifts the removal member of the tail vehicle 320 after moving to the position of the second delivery lifter 400b and the second delivery lifter 400 (Step 106). Then, as shown in FIG. 11A, the leading vehicle 310 (the intermediate vehicle 330 in the first unloading cycle) moves to the position of the first delivery lifter 400a and the second delivery lifter 400b while moving backward. Then, the removal members lifted by the respective delivery lifters 400 are mounted on the leading vehicle 310 (Step 107), and the leading vehicle 310 equipped with the two removal members leaves the construction yard 100 (Step 108). When the steps up to this point are completed, as shown in FIG. 11B, the intermediate vehicle 330 remaining in the construction yard 100 is equipped with the first delivery lifter 400a, and the trailing vehicle 320 is attached to the second delivery lifter 400. The lifter 400b is mounted and carried out of the construction yard 100 (Step 109). As described above, when there is no need to remove the delivery lifter 400 in the construction yard 100, the delivery step of the delivery lifter (Step 109) can be omitted. Then, after-cleaning is performed (Step 110), and the operation is completed.

3.部材更新方法
続いて本願発明の部材更新方法について、図を参照しながら説明する。なお、本願発明の部材更新方法は、ここまで説明した撤去部材搬出方法を使用するものであり、すなわちここに記載されていない内容は、撤去部材搬出方法で説明したものと同様である。また本願発明の部材更新方法は、工事ヤード100内に1基の受渡し用リフター400を設置するケース、工事ヤード100内に2基の受渡し用リフター400を設置し1台の貨物自動車につき1個の構成部材(撤去部材や新設部材)を搭載するケース、工事ヤード100内に2基の受渡し用リフター400を設置し1台の貨物自動車につき2個の構成部材(撤去部材や新設部材)を搭載するケースに大別することができる。そこで、それぞれ第1のケース〜第3のケースに分けて説明することとする。
3. Member Update Method Next, a member update method according to the present invention will be described with reference to the drawings. The member updating method of the present invention uses the removal member carrying-out method described above, that is, the contents not described here are the same as those described in the removal member carrying-out method. Further, the member renewal method of the present invention is applied to a case in which one delivery lifter 400 is installed in the construction yard 100, and two delivery lifters 400 are installed in the construction yard 100, and one delivery lifter 400 is used for one truck. A case for mounting components (removed members and newly installed members), two delivery lifters 400 are installed in the construction yard 100, and two components (removed members and newly installed members) are mounted for each truck. They can be roughly divided into cases. Therefore, the description will be made separately in a first case to a third case.

(第1のケース)
図12は第1のケースの部材更新方法の主な工程の流れを示すフロー図であり、図13〜図17は第1のケースの部材更新方法の主な工程を示すステップ図である。本願発明の撤去部材搬出方法と同様、工事ヤード100を設定すると(Step101)、図13(a)に示すように車列群200が工事ヤード100内に進入する(Step102)。この車列群200は、先頭車両310と後尾車両320、1又は2台以上の中間車両330で構成され、しかも中間車両330にはそれぞれ新設部材が搭載されている。例えば、図13(a)では、先頭車両310と後尾車両320、そして2台の中間車両330で車列群200が構成されており、2台の中間車両330にはそれぞれ新設部材が搭載されている。車列群200が所定位置に配置されると、図13(b)に示すように受渡し用リフター400を設置する(Step103)。既述のとおり既に設置されている場合は、受渡し用リフター400の設置工程は省略(Step103)できる。
(First case)
FIG. 12 is a flowchart showing the flow of the main steps of the first case member updating method, and FIGS. 13 to 17 are step diagrams showing the main steps of the first case member updating method. When the construction yard 100 is set (Step 101), as in the removal member carrying out method of the present invention (Step 101), the vehicle row group 200 enters the construction yard 100 as shown in FIG. 13A (Step 102). The vehicle row group 200 includes a leading vehicle 310 and a trailing vehicle 320, one or more intermediate vehicles 330, and the intermediate vehicles 330 are each provided with a new member. For example, in FIG. 13 (a), the first vehicle 310, the rear vehicle 320, and the two intermediate vehicles 330 constitute the vehicle row group 200, and the two intermediate vehicles 330 are each provided with a new member. I have. When the vehicle group 200 is arranged at a predetermined position, the delivery lifter 400 is installed as shown in FIG. 13B (Step 103). As described above, when the delivery lifter 400 is already installed, the installation step of the delivery lifter 400 can be omitted (Step 103).

構成部材が撤去(Step104)されると(あるいは撤去部材が用意されると)、後尾車両320が後退して施工区間110の前方まで近寄り、図13(c)に示すように施工部揚重機500が吊上げた撤去部材を後尾車両320に搭載する(Step105)。   When the constituent members are removed (Step 104) (or when the removed members are prepared), the rear vehicle 320 retreats and approaches the front of the construction section 110, and as shown in FIG. Is mounted on the rear vehicle 320 (Step 105).

後尾車両320に撤去部材を搭載すると、図14(a)に示すように、後尾車両320が受渡し用リフター400の位置まで工事ヤード内を移動し、その受渡し用リフター400で撤去部材を吊上げる(Step106)。受渡し用リフター400が撤去部材を吊上げると、図14(b)に示すように、先頭車両310が後退しながら受渡し用リフター400の位置まで工事ヤード内を移動し、その受渡し用リフター400で撤去部材を先頭車両310に搭載する。このとき、図14(b)に示すように車列群200は、貨物自動車の順を維持したまま後退しながら工事ヤード100内を移動する。撤去部材を搭載した先頭車両310は、図14(c)に示すように、工事ヤード100の外に退場する(Step201)。   When the removal member is mounted on the rear vehicle 320, the rear vehicle 320 moves in the construction yard to the position of the delivery lifter 400, and the removal member is lifted by the delivery lifter 400, as shown in FIG. Step 106). When the delivery lifter 400 lifts the removal member, as shown in FIG. 14B, the leading vehicle 310 moves in the construction yard to the position of the delivery lifter 400 while retreating, and is removed by the delivery lifter 400. The member is mounted on the leading vehicle 310. At this time, as shown in FIG. 14B, the row of vehicles 200 moves in the construction yard 100 while moving backward while maintaining the order of the trucks. As shown in FIG. 14C, the leading vehicle 310 on which the removal member is mounted leaves the construction yard 100 (Step 201).

先頭車両310が工事ヤード100の外に退場すると(あるいは退場前や退場とともに)、図14(c)に示すように、新設部材を搭載した中間車両330が受渡し用リフター400の位置まで工事ヤード内を移動し、その受渡し用リフター400で新設部材を吊上げる(Step202)。受渡し用リフター400が新設部材を吊上げると、今度は後尾車両320が受渡し用リフター400の位置まで工事ヤード内を移動し、その受渡し用リフター400で新設部材を後尾車両320に搭載する(Step203)。このとき、図15(a)に示すように車列群200(ただし先頭車両310を除く)は、貨物自動車の順を維持したまま工事ヤード100内を移動する。   When the leading vehicle 310 leaves the construction yard 100 (or before or with the exit), as shown in FIG. 14 (c), the intermediate vehicle 330 equipped with the new member is moved to the position of the delivery lifter 400 in the construction yard. Is moved, and the new member is lifted by the delivery lifter 400 (Step 202). When the delivery lifter 400 lifts the new member, the trailing vehicle 320 moves in the construction yard to the position of the delivery lifter 400, and mounts the new member on the trailing vehicle 320 with the delivery lifter 400 (Step 203). . At this time, as shown in FIG. 15A, the row of vehicles 200 (excluding the leading vehicle 310) moves in the construction yard 100 while maintaining the order of the trucks.

新設部材を後尾車両320に搭載すると、後尾車両320が後退して施工区間110の前方まで近寄り、図15(b)に示すように、施工部揚重機500が後尾車両320の新設部材を吊上げ、施工区間110のうち計画位置(例えば、構成部材の撤去箇所)にその新設部材を吊降ろして設置する(Step204)。   When the new member is mounted on the trailing vehicle 320, the trailing vehicle 320 retreats and approaches the front of the construction section 110, and as shown in FIG. 15B, the construction part lifting machine 500 lifts the new member of the trailing vehicle 320, The new member is suspended and installed at a planned position (for example, a location where a component is removed) in the construction section 110 (Step 204).

ここまでの工程が終わると、撤去部材の仮積載工程(Step105)〜新設部材の設置工程(Step204)のサイクル(以下、「更新サイクル」という。)を、先頭車両310と中間車両330が退場するまで(つまり工事ヤード100内に後尾車両320だけが残るまで)繰り返し行う。ただし、車列群200が3台の貨物自動車(先頭車両310と後尾車両320、1台の中間車両330)で構成されている場合は、更新サイクルを繰り返すことなく次のステップ(Step109)に進む。なお、2回目以降の更新サイクルでは、退場した貨物自動車を除く貨物自動車で車列群200を構成し、新たに構成された車列群200の最前方に位置する貨物自動車を新たに先頭車両310とする。   When the steps up to this point are completed, the leading vehicle 310 and the intermediate vehicle 330 leave the cycle from the temporary loading step (Step 105) of the removed member to the installation step (Step 204) of the new member (hereinafter referred to as “update cycle”). (That is, until only the trailing vehicle 320 remains in the construction yard 100). However, when the row 200 is composed of three trucks (leading vehicle 310, trailing vehicle 320, and one intermediate vehicle 330), the process proceeds to the next step (Step 109) without repeating the update cycle. . In the second and subsequent renewal cycles, the train group 200 is constituted by trucks other than the truck that has exited, and the truck located at the forefront of the newly constructed train group 200 is newly added to the leading vehicle 310. And

図13〜図17のステップ図は、車列群200が先頭車両310と後尾車両320、そして2台の中間車両330で構成されており、更新サイクルが2回繰り返されるケースを示している。すなわち、1個目の新設部材を設置すると、図15(c)に示すように施工部揚重機500が吊上げた撤去部材を後尾車両320に搭載し、図16(a)に示すように再度、受渡し用リフター400の位置まで移動した後尾車両320の撤去部材を吊上げる(Step106)。そして、図16(b)に示すように先頭車両310(1回目の更新サイクルでは中間車両330)が、後退しながら受渡し用リフター400の通行空間440内に進入して吊り荷の下で停止する。このとき車列群200は、貨物自動車の順を維持したまま後退しながら工事ヤード100内を移動する。   The step diagrams in FIGS. 13 to 17 show a case where the row of vehicles 200 is composed of a leading vehicle 310, a trailing vehicle 320, and two intermediate vehicles 330, and the update cycle is repeated twice. That is, when the first new member is installed, the removed member lifted by the construction unit lifting machine 500 is mounted on the trailing vehicle 320 as shown in FIG. 15C, and again as shown in FIG. 16A. After moving to the position of the delivery lifter 400, the removal member of the tail vehicle 320 is lifted (Step 106). Then, as shown in FIG. 16B, the leading vehicle 310 (the intermediate vehicle 330 in the first update cycle) enters the traffic space 440 of the delivery lifter 400 while retreating and stops under the suspended load. . At this time, the row 200 moves in the construction yard 100 while moving backward while maintaining the order of the lorries.

図16(b)に示すように受渡し用リフター400が吊上げた撤去部材を先頭車両310に搭載すると、図16(c)に示すようにこの先頭車両310は工事ヤード100の外に退場する(Step201)。先頭車両310が工事ヤード100の外に退場すると(あるいは退場前や退場とともに)、図16(c)に示すように、新設部材を搭載した中間車両330(1回目の更新サイクルとは異なる中間車両330)が受渡し用リフター400の位置まで工事ヤード内を移動し、その受渡し用リフター400で新設部材を吊上げる(Step202)。受渡し用リフター400が新設部材を吊上げると、図17(a)に示すように、後尾車両320が受渡し用リフター400の位置まで工事ヤード内を移動し、その受渡し用リフター400で新設部材を後尾車両320に搭載する(Step203)。新設部材を後尾車両320に搭載すると、後尾車両320が後退して施工区間110の前方まで近寄り、図17(b)に示すように、施工部揚重機500が後尾車両320の新設部材を吊上げ、施工区間110のうち計画位置にその新設部材を吊降ろして設置する(Step204)。   When the removal member lifted by the delivery lifter 400 is mounted on the leading vehicle 310 as shown in FIG. 16B, the leading vehicle 310 leaves the construction yard 100 as shown in FIG. 16C (Step 201). ). When the leading vehicle 310 leaves the construction yard 100 (or before or along with the leaving), as shown in FIG. 16C, the intermediate vehicle 330 equipped with the new member (an intermediate vehicle different from the first update cycle) 330) is moved in the construction yard to the position of the delivery lifter 400, and the new member is lifted by the delivery lifter 400 (Step 202). When the delivery lifter 400 lifts the new member, the trailing vehicle 320 moves in the construction yard to the position of the delivery lifter 400 as shown in FIG. It is mounted on the vehicle 320 (Step 203). When the new member is mounted on the trailing vehicle 320, the trailing vehicle 320 retreats and approaches the front of the construction section 110, and as shown in FIG. 17B, the construction part lifting machine 500 lifts the new member of the trailing vehicle 320, The new member is suspended and installed at a planned position in the construction section 110 (Step 204).

ここまでの工程を終えると、後尾車両320が受渡し用リフター400を搭載して工事ヤード100の外に搬出する(Step109)。既述のとおり、工事ヤード100内の受渡し用リフター400を撤去する必要がない場合は、受渡し用リフターの搬出工程(Step109)を省略することができる。その後、後片付けを行って(Step110)、作業を完了する。   When the above steps are completed, the trailing vehicle 320 carries the delivery lifter 400 and carries it out of the construction yard 100 (Step 109). As described above, when there is no need to remove the delivery lifter 400 in the construction yard 100, the delivery step of the delivery lifter (Step 109) can be omitted. Then, after-cleaning is performed (Step 110), and the operation is completed.

(第2のケース)
図18は第2のケースの部材更新方法の主な工程の流れを示すフロー図であり、図19〜図23は第2のケースの部材更新方法の主な工程を示すステップ図である。なお図19〜図23では、施工部揚重機として架設桁型揚重装置を使用する例を示し、さらに架設桁型揚重装置を構築する工程(施工部揚重機の構築工程)を示しているが、既述したとおり施工部揚重機としてはラフタークレーン等やウィンチ型揚重装置を使用することもできるためこの施工部揚重機の構築工程(Step301)は必ずしも実施するものではない。
(Second case)
FIG. 18 is a flowchart showing the flow of the main steps of the member updating method of the second case, and FIGS. 19 to 23 are step diagrams showing the main steps of the member updating method of the second case. 19 to 23 show an example in which a construction girder-type lifting device is used as a construction part lifting machine, and further show a process of constructing a construction girder-type lifting device (construction part lifting machine construction process). However, as described above, a rough terrain crane or a winch-type lifting device can be used as the construction part lifting machine, so that the construction part lifting step (Step 301) of the construction part lifting machine is not necessarily performed.

本願発明の撤去部材搬出方法や第1のケースと同様、工事ヤード100を設定すると(Step101)、図19(a)に示すように車列群200が工事ヤード100内に進入する(Step102)。この車列群200は、先頭車両310と後尾車両320、1又は2台以上の中間車両330で構成され、しかも中間車両330にはそれぞれ新設部材が搭載されている。例えば、図19(a)では、先頭車両310と後尾車両320、そして2台の中間車両330で車列群200が構成されており、2台の中間車両330にはそれぞれ新設部材が搭載されている。なお図19に示す後方4台の貨物自動車は、架設桁型揚重装置の部品を搭載するものであって、車列群200を構成する貨物自動車ではない。ここでは架設桁型揚重装置の部品を搭載する貨物自動車のことを「部品搬送車両600」ということとする。   When the construction yard 100 is set (Step 101) as in the removal member carrying out method and the first case of the present invention, the train row 200 enters the construction yard 100 as shown in FIG. 19A (Step 102). The vehicle row group 200 includes a leading vehicle 310 and a trailing vehicle 320, one or more intermediate vehicles 330, and the intermediate vehicles 330 are each provided with a new member. For example, in FIG. 19A, the first vehicle 310, the rear vehicle 320, and the two intermediate vehicles 330 constitute the vehicle row group 200, and each of the two intermediate vehicles 330 is provided with a new member. I have. It should be noted that the four rear trucks shown in FIG. 19 are provided with components of the erected girder-type lifting device, and are not trucks constituting the row 200. Here, a truck equipped with the components of the erected girder type lifting device is referred to as a “component transport vehicle 600”.

車列群200が所定位置に配置されると、後方2台の部品搬送車両600に搭載されたそれぞれのリフター(従来品のリフター)を施工区間110まで搬送し、図19(b)に示すように施工区間110を挟むように2基のリフターを設置する。次に図19(c)と図20(a)に示すように残り2台の部品搬送車両600に搭載されたそれぞれの分割部材(架設桁を構成する部材)を、設置されたリフターの位置まで搬送する。なお搭載した部品を搬送した後、4台の部品搬送車両600は施工区間110よりも後方(終点側)の工事ヤード100で待機する。そして、2つの分割部材を連結して架設桁を完成させる。なお吊り荷機構は、あらかじめ架設桁(レール桁)に取り付けられた状態で現地に搬入することもできるし、架設桁と吊り荷機構を別々に搬入することとし、分割部材の連結に合わせて吊り荷機構を架設桁に取り付けることもできる。ただし吊り荷機構は、架設桁に沿って横行可能となるように取り付けられる。吊り荷機構が取り付けられた架設桁の両端を2基のリフターの構台420に固定し、その状態で2基のリフターをジャッキアップする。この結果、架設桁は2基のリフター間に架け渡され、しかもこの架設桁は施工区間110上に配置される。以上の工程を行うことで架設桁型揚重装置を構築する(Step301)と、図20(b)に示すように2基の受渡し用リフター400を設置する(Step103)。既述のとおり既に設置されている場合は、受渡し用リフター400の設置工程は省略(Step103)できる。なおここでは2基の受渡し用リフター400を区別するため、工事ヤード100のうち前方に設置されたものを第1の受渡し用リフター400aと、後方に設置されたものを第2の受渡し用リフター400bということとする。   When the vehicle group 200 is arranged at a predetermined position, the respective lifters (conventional lifters) mounted on the two rear component transport vehicles 600 are transported to the construction section 110, as shown in FIG. 19B. Two lifters are installed so that the construction section 110 is sandwiched between them. Next, as shown in FIG. 19 (c) and FIG. 20 (a), each of the divided members (members constituting the erection girder) mounted on the remaining two component transport vehicles 600 is moved to the position of the installed lifter. Transport. After transporting the mounted components, the four component transport vehicles 600 stand by in the construction yard 100 behind (the end point side) the construction section 110. Then, the two divided members are connected to complete the erection girder. The suspended load mechanism can be transported to the site in a state where it is attached to the erection girder (rail girder) in advance, or the erection girder and the suspended load mechanism can be separately transported and suspended according to the connection of the divided members. The loading mechanism can also be attached to the erection girder. However, the lifting mechanism is mounted so as to be able to traverse along the erection girder. Both ends of the bridge girder to which the hanging load mechanism is attached are fixed to the gantry 420 of the two lifters, and in this state, the two lifters are jacked up. As a result, the erection girder is bridged between the two lifters, and the erection girder is arranged on the construction section 110. By carrying out the above-mentioned steps to construct the erected girder-type lifting device (Step 301), two delivery lifters 400 are installed as shown in FIG. 20B (Step 103). As described above, when the delivery lifter 400 is already installed, the installation step of the delivery lifter 400 can be omitted (Step 103). In this case, in order to distinguish the two delivery lifters 400, the construction yard 100 that is installed in the front is the first delivery lifter 400a, and the one that is installed in the back is the second delivery lifter 400b. I mean.

構成部材が撤去(Step104)されると(あるいは撤去部材が用意されると)、後尾車両320が後退して施工区間110の前方まで近寄り、図20(c)に示すように施工部揚重機500(架設桁型揚重装置)が吊上げた撤去部材を後尾車両320に搭載する(Step105)。   When the constituent members are removed (Step 104) (or when the removed members are prepared), the trailing vehicle 320 retreats and approaches the front of the construction section 110, and as shown in FIG. The removal member lifted by the (construction girder lifting device) is mounted on the rear vehicle 320 (Step 105).

後尾車両320に撤去部材を搭載すると(あるいは搭載前や搭載とともに)、図20(c)に示すように新設部材を搭載した中間車両330が第1の受渡し用リフター400aの位置まで工事ヤード内を移動して第1の受渡し用リフター400aでその新設部材を吊上げ、さらに図21(a)に示すように撤去部材を搭載した後尾車両320が第2の受渡し用リフター400bの位置まで工事ヤード内を移動して第2の受渡し用リフター400bでその撤去部材を吊上げる(Step205)。なお、後尾車両320が第1の受渡し用リフター400aまで移動して第1の受渡し用リフター400aで撤去部材を吊上げ、中間車両330が第2の受渡し用リフター400bまで移動して第2の受渡し用リフター400bで新設部材を吊上げることもできる。   When the removal member is mounted on the rear vehicle 320 (or before or together with the mounting), the intermediate vehicle 330 mounted with the new member as shown in FIG. 20C moves through the construction yard to the position of the first delivery lifter 400a. After moving, the newly provided member is lifted by the first delivery lifter 400a, and the trailing vehicle 320 having the removal member mounted thereon as shown in FIG. 21 (a) moves in the construction yard to the position of the second delivery lifter 400b. Then, the removal member is lifted by the second delivery lifter 400b (Step 205). Note that the trailing vehicle 320 moves to the first delivery lifter 400a and lifts the removal member with the first delivery lifter 400a, and the intermediate vehicle 330 moves to the second delivery lifter 400b and travels to the second delivery lifter 400b. The new member can be lifted by the lifter 400b.

第1の受渡し用リフター400aが新設部材を吊上げ、第2の受渡し用リフター400bが撤去部材を吊上げると、図21(b)に示すように、後尾車両320が第1の受渡し用リフター400aの位置まで工事ヤード内を移動し、第1の受渡し用リフター400aでその新設部材を後尾車両320に搭載する(Step203)。また、図21(c)に示すように先頭車両310が後退しながら第2の受渡し用リフター400bの位置まで工事ヤード内を移動して第2の受渡し用リフター400bで撤去部材を先頭車両310に搭載する。このとき、図21(c)に示すように車列群200は、貨物自動車の順を維持したまま後退しながら工事ヤード100内を移動する。図22(a)に示すように撤去部材を搭載した先頭車両310は工事ヤード100の外に退場し(Step201)、一方、新設部材を搭載した後尾車両320は、施工区間110の前方まで後退して近寄り、図21(c)に示すように、施工部揚重機500(架設桁型揚重装置)が後尾車両320の新設部材を吊上げ、施工区間110のうち計画位置にその新設部材を吊降ろして設置する(Step204)。   When the first delivery lifter 400a lifts the newly provided member and the second delivery lifter 400b lifts the removal member, as shown in FIG. 21B, the trailing vehicle 320 moves the first delivery lifter 400a to the first delivery lifter 400a. The member is moved to the position in the construction yard, and the new member is mounted on the trailing vehicle 320 by the first delivery lifter 400a (Step 203). Also, as shown in FIG. 21C, the leading vehicle 310 moves in the construction yard to the position of the second delivery lifter 400b while retreating, and the removal member is moved to the leading vehicle 310 by the second delivery lifter 400b. Mount. At this time, as shown in FIG. 21C, the row of vehicles 200 moves in the construction yard 100 while moving backward while maintaining the order of the trucks. As shown in FIG. 22 (a), the leading vehicle 310 equipped with the removal member exits outside the construction yard 100 (Step 201), while the tail vehicle 320 equipped with the newly installed member retreats to the front of the construction section 110. As shown in FIG. 21 (c), the construction part lifting machine 500 (erection girder type lifting apparatus) lifts a new member of the trailing vehicle 320, and suspends the new member at a planned position in the construction section 110. (Step 204).

ここまでの工程が終わると、次の更新サイクルを行う。ただし、車列群200が3台の貨物自動車(中間車両330が1台のみ)で構成されている場合は、更新サイクルを繰り返すことなく次のステップ(Step109)に進む。図22(a)に示すように先頭車両310が工事ヤード100の外に退場すると(あるいは退場前や退場とともに)、施工部揚重機500(架設桁型揚重装置)が吊上げた撤去部材を施工区間110の前方まで後退した後尾車両320に再度搭載する(Step105)とともに、新設部材を搭載した別の中間車両330が第2の受渡し用リフター400bの位置まで工事ヤード内を移動して第2の受渡し用リフター400bでその新設部材を吊上げる。さらに図22(b)に示すように撤去部材を搭載した後尾車両320が、第2の受渡し用リフター400bの通行空間440を通過して第1の受渡し用リフター400aの位置まで工事ヤード内を移動し、第1の受渡し用リフター400aでその撤去部材を吊上げる(Step205)。なお、中間車両330が第1の受渡し用リフター400aまで移動して第1の受渡し用リフター400aで新設部材を吊上げ、後尾車両320が第2の受渡し用リフター400bまで移動して第2の受渡し用リフター400bで撤去部材を吊上げることもできる。   When the above steps are completed, the next update cycle is performed. However, when the vehicle row group 200 is composed of three lorries (only one intermediate vehicle 330), the process proceeds to the next step (Step 109) without repeating the update cycle. As shown in FIG. 22 (a), when the leading vehicle 310 leaves the construction yard 100 (or before leaving or together with the leaving), the removal unit lifted by the construction part lifting machine 500 (the erected girder type lifting device) constructs the removal member. The vehicle is re-mounted on the trailing vehicle 320 that has retreated to the front of the section 110 (Step 105), and another intermediate vehicle 330 equipped with the newly-installed member moves in the construction yard to the position of the second delivery lifter 400b, and the second vehicle 330 moves to the second position. The new member is lifted by the delivery lifter 400b. Further, as shown in FIG. 22 (b), the trailing vehicle 320 mounted with the removing member moves through the traffic space 440 of the second delivery lifter 400b and moves in the construction yard to the position of the first delivery lifter 400a. Then, the removal member is lifted by the first delivery lifter 400a (Step 205). The intermediate vehicle 330 moves to the first delivery lifter 400a and lifts the new member with the first delivery lifter 400a, and the trailing vehicle 320 moves to the second delivery lifter 400b and travels to the second delivery lifter 400b. The removal member can be lifted by the lifter 400b.

第1の受渡し用リフター400aが既設部材を吊上げ、第2の受渡し用リフター400bが新設部材を吊上げると、図22(c)に示すように、先頭車両310(1回目の更新サイクルでは中間車両330)が第1の受渡し用リフター400aの位置まで工事ヤード内を移動して第1の受渡し用リフター400aで撤去部材を先頭車両310に搭載し、後尾車両320が第2の受渡し用リフター400bの位置まで工事ヤード内を移動して第2の受渡し用リフター400bで新設部材を後尾車両320に搭載する(Step203)。その後、図23(a)に示すように撤去部材を搭載した先頭車両310が工事ヤード100の外に退場し(Step201)、一方、新設部材を搭載した後尾車両320は、施工区間110の前方まで後退して近寄り、施工部揚重機500(架設桁型揚重装置)が後尾車両320の新設部材を吊上げ、施工区間110のうち計画位置にその新設部材を吊降ろして設置する(Step204)。   When the first delivery lifter 400a lifts the existing member and the second delivery lifter 400b lifts the new member, as shown in FIG. 22C, the leading vehicle 310 (the intermediate vehicle in the first update cycle) 330) moves in the construction yard to the position of the first delivery lifter 400a, mounts the removal member on the leading vehicle 310 with the first delivery lifter 400a, and the trailing vehicle 320 connects the second delivery lifter 400b. The vehicle is moved to the position in the construction yard, and the new member is mounted on the trailing vehicle 320 by the second delivery lifter 400b (Step 203). Thereafter, as shown in FIG. 23 (a), the leading vehicle 310 equipped with the removal member exits outside the construction yard 100 (Step 201), while the tail vehicle 320 equipped with the newly installed member extends to the front of the construction section 110. When approaching by retreating, the construction part lifting machine 500 (the erected girder type lifting apparatus) lifts the new member of the trailing vehicle 320 and suspends and installs the new member at the planned position in the construction section 110 (Step 204).

ここまでの工程を終えると、図23(b)に示すように、工事ヤード100内に残った中間車両330が第1の受渡し用リフター400aを搭載するとともに、後尾車両320が第2の受渡し用リフター400bを搭載して、工事ヤード100の外に搬出する(Step109)。既述のとおり、工事ヤード100内の受渡し用リフター400を撤去する必要がない場合は、受渡し用リフターの搬出工程(Step109)を省略することができる。その後、図23(c)に示すように施工部揚重機500(架設桁型揚重装置)を撤去するとともに、後片付けを行って(Step110)、作業を完了する。   When the steps up to this point are completed, as shown in FIG. 23B, the intermediate vehicle 330 remaining in the construction yard 100 is equipped with the first delivery lifter 400a, and the rear vehicle 320 is attached to the second delivery lifter 400. The lifter 400b is mounted and carried out of the construction yard 100 (Step 109). As described above, when there is no need to remove the delivery lifter 400 in the construction yard 100, the delivery step of the delivery lifter (Step 109) can be omitted. Thereafter, as shown in FIG. 23 (c), the construction part lifting machine 500 (construction girder-type lifting apparatus) is removed, and after that, cleaning is performed (Step 110), and the operation is completed.

(第3のケース)
図24は第3のケースの部材更新方法の主な工程の流れを示すフロー図であり、図25〜図29は第3のケースの部材更新方法の主な工程を示すステップ図である。なお図25〜図29では、施工部揚重機としてラフタークレーン等を使用する例を示しているが、既述したとおり施工部揚重機としてはウィンチ型揚重装置や架設桁型揚重装置を使用することもできる。
(Third case)
FIG. 24 is a flowchart showing a main process flow of the third case member updating method, and FIGS. 25 to 29 are step diagrams showing main steps of the third case member updating method. FIGS. 25 to 29 show an example in which a rough terrain crane or the like is used as the construction part lifting machine. However, as described above, a winch type lifting device or an erected girder type lifting device is used as the construction part lifting machine. You can also.

本願発明の撤去部材搬出方法や第1のケース、第2のケースと同様、工事ヤード100を設定すると(Step101)、図25(a)に示すように車列群200が工事ヤード100内に進入する(Step102)。この車列群200は、先頭車両310と後尾車両320、1又は2台以上の中間車両330で構成され、しかも中間車両330にはそれぞれ2個の新設部材が搭載されている。例えば、図25(a)では、先頭車両310と後尾車両320、そして2台の中間車両330で車列群200が構成されており、2台の中間車両330にはそれぞれ2個ずつの新設部材が搭載されている。   When the construction yard 100 is set (Step 101) as in the removal member carrying-out method and the first case and the second case of the present invention, the vehicle row group 200 enters the construction yard 100 as shown in FIG. (Step 102). The row 200 includes a leading vehicle 310 and a trailing vehicle 320, one or more intermediate vehicles 330, and the intermediate vehicle 330 has two newly installed members. For example, in FIG. 25A, the first vehicle 310, the rear vehicle 320, and the two intermediate vehicles 330 constitute the vehicle row group 200, and each of the two intermediate vehicles 330 has two new members. Is installed.

車列群200が所定位置に配置されると、図25(b)に示すように2基の受渡し用リフター400を設置する(Step103)。既述のとおり既に設置されている場合は、受渡し用リフター400の設置工程は省略(Step103)できる。なおここでは2基の受渡し用リフター400を区別するため、工事ヤード100のうち前方に設置されたものを第1の受渡し用リフター400aと、後方に設置されたものを第2の受渡し用リフター400bということとする。   When the vehicle group 200 is arranged at a predetermined position, two delivery lifters 400 are installed as shown in FIG. 25B (Step 103). As described above, when the delivery lifter 400 is already installed, the installation step of the delivery lifter 400 can be omitted (Step 103). In this case, in order to distinguish the two delivery lifters 400, the construction yard 100 that is installed in the front is the first delivery lifter 400a, and the one that is installed in the back is the second delivery lifter 400b. I mean.

構成部材が撤去(Step104)されると(あるいは撤去部材が用意されると)、後尾車両320が後退して施工区間110の前方まで近寄り、図25(c)に示すように施工部揚重機500によって2個の撤去部材が後尾車両320に搭載される(Step206)。   When the constituent members are removed (Step 104) (or when the removed members are prepared), the trailing vehicle 320 retreats and approaches the front of the construction section 110, and as shown in FIG. As a result, the two removal members are mounted on the rear vehicle 320 (Step 206).

後尾車両320に2個の撤去部材を搭載すると、図26(a)に示すように後尾車両320が第2の受渡し用リフター400bの位置まで工事ヤード内を移動して第2の受渡し用リフター400bで1個目の撤去部材を吊上げ、さらに後尾車両320が第1の受渡し用リフター400aの位置まで工事ヤード内を移動して第1の受渡し用リフター400aで2個目の撤去部材を吊上げる(Step106)。なお後尾車両320は、第1の受渡し用リフター400a〜第2の受渡し用リフター400bの順で移動してもよい。   When two removal members are mounted on the rear vehicle 320, the rear vehicle 320 moves in the construction yard to the position of the second delivery lifter 400b as shown in FIG. , And the trailing vehicle 320 moves within the construction yard to the position of the first delivery lifter 400a, and the second delivery member is lifted by the first delivery lifter 400a ( Step 106). The trailing vehicle 320 may move in the order of the first delivery lifter 400a to the second delivery lifter 400b.

第1の受渡し用リフター400a及び第2の受渡し用リフター400bが撤去部材を吊上げると、図26(b)に示すように、先頭車両310が後退しながら第1の受渡し用リフター400aの位置まで工事ヤード内を移動して第1の受渡し用リフター400aで1個目の撤去部材を先頭車両310に搭載し、さらに先頭車両310が第2の受渡し用リフター400bの位置まで工事ヤード内を移動して第2の受渡し用リフター400bで2個目の撤去部材を先頭車両310に搭載する(Step107)。このとき、図26(b)に示すように車列群200は、貨物自動車の順を維持したまま後退しながら工事ヤード100内を移動する。なお先頭車両310は、第2の受渡し用リフター400b〜第1の受渡し用リフター400aの順で移動してもよい。2個の撤去部材を搭載した先頭車両310は、工事ヤード100の外に退場する(Step207)。一方、空荷となった後尾車両320は施工区間110の前方まで後退し、施工部揚重機500によって2個の撤去部材を再度搭載する(Step208)。   When the first delivery lifter 400a and the second delivery lifter 400b lift the removal member, as shown in FIG. 26B, the leading vehicle 310 moves backward to the position of the first delivery lifter 400a as shown in FIG. After moving within the construction yard, the first removal member is mounted on the leading vehicle 310 with the first delivery lifter 400a, and the leading vehicle 310 is further moved within the construction yard to the position of the second delivery lifter 400b. Then, the second removal member is mounted on the leading vehicle 310 by the second delivery lifter 400b (Step 107). At this time, as shown in FIG. 26 (b), the row of vehicles 200 moves in the construction yard 100 while moving backward while maintaining the order of the trucks. The leading vehicle 310 may move in the order of the second delivery lifter 400b to the first delivery lifter 400a. The leading vehicle 310 on which the two removal members are mounted leaves the construction yard 100 (Step 207). On the other hand, the empty trailing vehicle 320 retreats to the front of the construction section 110, and mounts the two removed members again by the construction part lifting machine 500 (Step 208).

図26(c)に示すように先頭車両310が工事ヤード100の外に退場すると(あるいは退場前や退場とともに)、2個の新設部材を搭載した中間車両330が第1の受渡し用リフター400aの位置まで工事ヤード内を移動して第1の受渡し用リフター400aで1個の新設部材を吊上げ、さらに2個の撤去部材を搭載した後尾車両320が第2の受渡し用リフター400bの位置まで工事ヤード内を移動して第2の受渡し用リフター400bで1個の撤去部材を吊上げる(Step205)。なお、後尾車両320が第1の受渡し用リフター400aまで移動して第1の受渡し用リフター400aで撤去部材を吊上げ、中間車両330が第2の受渡し用リフター400bまで移動して第2の受渡し用リフター400bで新設部材を吊上げることもできる。   As shown in FIG. 26 (c), when the leading vehicle 310 leaves the construction yard 100 (or before or together with the leaving), the intermediate vehicle 330 equipped with the two newly installed members becomes the first delivery lifter 400a. In the construction yard, one new member is lifted by the first delivery lifter 400a, and two trailing members 320 are mounted on the first delivery lifter 400a, and the rear vehicle 320 is moved to the second delivery lifter 400b. Then, one removal member is lifted by the second delivery lifter 400b (Step 205). Note that the trailing vehicle 320 moves to the first delivery lifter 400a and lifts the removal member with the first delivery lifter 400a, and the intermediate vehicle 330 moves to the second delivery lifter 400b and travels to the second delivery lifter 400b. The new member can be lifted by the lifter 400b.

第1の受渡し用リフター400aが新設部材を吊上げ、第2の受渡し用リフター400bが撤去部材を吊上げると、図27(a)に示すように、後尾車両320が第1の受渡し用リフター400aの位置まで工事ヤード内を移動し、第1の受渡し用リフター400aでその新設部材を後尾車両320に搭載するとともに、第1の受渡し用リフター400aで残りの撤去部材を後尾車両320から吊上げる。そして図27(b)〜図27(c)に示すように、中間車両330が第2の受渡し用リフター400bの位置まで工事ヤード内を移動し、第2の受渡し用リフター400bでその撤去部材を中間車両330に搭載するとともに、第2の受渡し用リフター400bで残りの新設部材を中間車両330から吊上げる(Step209)。   When the first delivery lifter 400a lifts the newly provided member and the second delivery lifter 400b lifts the removal member, as shown in FIG. 27A, the trailing vehicle 320 moves the first delivery lifter 400a to the first delivery lifter 400a. In the construction yard, the new member is mounted on the trailing vehicle 320 by the first delivery lifter 400a, and the remaining removed members are lifted from the trailing vehicle 320 by the first delivery lifter 400a. Then, as shown in FIGS. 27 (b) to 27 (c), the intermediate vehicle 330 moves in the construction yard to the position of the second delivery lifter 400b, and removes the removal member with the second delivery lifter 400b. While being mounted on the intermediate vehicle 330, the remaining new members are lifted from the intermediate vehicle 330 by the second delivery lifter 400b (Step 209).

中間車両330が第2の受渡し用リフター400bで積荷の入れ替えを行っている間に、図27(b)〜図27(c)に示すように、1個の新設部材を搭載した後尾車両320は、施工区間110の前方まで後退して近寄り、施工部揚重機500によって後尾車両320の新設部材を、施工区間110のうち計画位置に設置する(Step204)。   As shown in FIGS. 27B to 27C, while the intermediate vehicle 330 is carrying out the replacement of the cargo with the second delivery lifter 400 b, the rear vehicle 320 equipped with one new member is Then, it retreats to the front of the construction section 110 and approaches, and the new member of the trailing vehicle 320 is installed at the planned position in the construction section 110 by the construction section lifting machine 500 (Step 204).

1個の撤去部材を搭載した中間車両330は、図28(a)に示すように、第1の受渡し用リフター400aの位置まで工事ヤード内を移動し、第1の受渡し用リフター400aでその撤去部材を中間車両330に搭載して、2個の撤去部材を搭載した中間車両330は工事ヤード100の外に退場する(Step210)。中間車両330が第1の受渡し用リフター400aで2個目の撤去部材を搭載している間に、図28(a)〜図28(b)に示すように、後尾車両320が第2の受渡し用リフター400bの位置まで工事ヤード内を移動し、第2の受渡し用リフター400bでその新設部材を後尾車両320に搭載する(Step203)とともに、施工区間110の前方まで後退して近寄り、施工部揚重機500によって後尾車両320の新設部材を、施工区間110のうち計画位置に設置する(Step204)。   As shown in FIG. 28A, the intermediate vehicle 330 equipped with one removal member moves in the construction yard to the position of the first delivery lifter 400a, and is removed by the first delivery lifter 400a. The member is mounted on the intermediate vehicle 330, and the intermediate vehicle 330 on which the two removal members are mounted leaves the construction yard 100 (Step 210). While the intermediate vehicle 330 mounts the second removal member with the first delivery lifter 400a, as shown in FIGS. 28A and 28B, the rear vehicle 320 is in the second delivery state. In the construction yard, the new member is mounted on the trailing vehicle 320 by the second delivery lifter 400b (Step 203), and retreated to the front of the construction section 110 to approach and lift the construction part. The new member of the trailing vehicle 320 is installed at the planned position in the construction section 110 by the heavy equipment 500 (Step 204).

ここまでの工程が終わると、次の更新サイクルを行う。ただし、車列群200が3台の貨物自動車(中間車両330が1台のみ)で構成されている場合は、更新サイクルを繰り返すことなく次のステップ(Step109)に進む。図28(b)〜図28(c)に示すように、2個の撤去部材を搭載した中間車両330が工事ヤード100の外に退場すると(あるいは退場前や退場とともに)、別の中間車両330(2個の新設部材を搭載)が第2の受渡し用リフター400bの位置まで工事ヤード内を移動して第2の受渡し用リフター400bで1個目の新設部材を吊上げ、さらにその中間車両330が第1の受渡し用リフター400aの位置まで工事ヤード内を移動して第1の受渡し用リフター400aで2個目の新設部材を吊上げる。なお中間車両330は、第1の受渡し用リフター400a〜第2の受渡し用リフター400bの順で移動してもよい。   When the above steps are completed, the next update cycle is performed. However, when the vehicle row group 200 is composed of three lorries (only one intermediate vehicle 330), the process proceeds to the next step (Step 109) without repeating the update cycle. As shown in FIGS. 28 (b) to 28 (c), when the intermediate vehicle 330 equipped with two removal members exits outside the construction yard 100 (or before exiting or together with exit), another intermediate vehicle 330 exits. (With two new members) is moved in the construction yard to the position of the second delivery lifter 400b, and the first delivery member is lifted by the second delivery lifter 400b. The inside of the construction yard is moved to the position of the first delivery lifter 400a, and the second delivery member is lifted by the first delivery lifter 400a. The intermediate vehicle 330 may move in the order of the first delivery lifter 400a to the second delivery lifter 400b.

第1の受渡し用リフター400a及び第2の受渡し用リフター400bが新設部材を吊上げると、図28(c)〜図29(a)に示すように、後尾車両320が第2の受渡し用リフター400bの位置まで工事ヤード内を移動して第2の受渡し用リフター400bで新設部材を後尾車両320に搭載し、さらに後尾車両320が第1の受渡し用リフター400aの位置まで工事ヤード内を移動して第1の受渡し用リフター400aで新設部材を後尾車両320に搭載する。なお後尾車両320は、第1の受渡し用リフター400a〜第2の受渡し用リフター400bの順で移動してもよい。   When the first delivery lifter 400a and the second delivery lifter 400b lift the newly provided member, as shown in FIGS. 28 (c) to 29 (a), the rear vehicle 320 is moved to the second delivery lifter 400b. , The new member is mounted on the trailing vehicle 320 by the second delivery lifter 400b, and the trailing vehicle 320 is further moved in the construction yard to the position of the first delivery lifter 400a. The new member is mounted on the trailing vehicle 320 by the first delivery lifter 400a. The trailing vehicle 320 may move in the order of the first delivery lifter 400a to the second delivery lifter 400b.

2個の新設部材を搭載した後尾車両320は、図29(b)に示すように、施工区間110の前方まで後退して近寄り、施工部揚重機500によって後尾車両320の2個の新設部材を、施工区間110のうち計画位置に設置する(Step204)。   As shown in FIG. 29 (b), the trailing vehicle 320 mounted with the two newly installed members retreats to the front of the construction section 110 and approaches, and the construction section lifting machine 500 removes the two newly installed members of the trailing vehicle 320. Is installed at the planned position in the construction section 110 (Step 204).

ここまでの工程を終えると、図29(b)〜図29(c)に示すように、工事ヤード100内に残った中間車両330が第1の受渡し用リフター400aを搭載するとともに、後尾車両320が第2の受渡し用リフター400bを搭載して、工事ヤード100の外に搬出する(Step109)。既述のとおり、工事ヤード100内の受渡し用リフター400を撤去する必要がない場合は、受渡し用リフターの搬出工程(Step109)を省略することができる。その後、後片付けを行って(Step110)、作業を完了する。   When the steps up to this point are completed, as shown in FIGS. 29B to 29C, the intermediate vehicle 330 remaining in the construction yard 100 mounts the first delivery lifter 400a and the rear vehicle 320 Carries the second delivery lifter 400b and carries it out of the construction yard 100 (Step 109). As described above, when there is no need to remove the delivery lifter 400 in the construction yard 100, the delivery step of the delivery lifter (Step 109) can be omitted. Then, after-cleaning is performed (Step 110), and the operation is completed.

4.施工部揚重機による吊上げと吊降ろし
既述のとおり本願発明の撤去部材搬出方法と部材更新方法は、施工部揚重機500としてラフタークレーン等のほか、架設桁型揚重装置やウィンチ型揚重装置といった新規な揚重装置を利用することができる。ここでは、本願発明の撤去部材搬出方法と部材更新方法で行われる施工部揚重機による吊上げと吊降ろしについて説明することとし、特に架設桁型揚重装置を利用した場合と、ウィンチ型揚重装置を利用した場合について説明する。
4. Lifting and hoisting by the construction part lifting machine As described above, the removal member carrying out method and the member renewal method of the present invention include a construction girder lifting device and a winch type lifting device in addition to a rough terrain crane as the construction part lifting machine 500. Such a new lifting device can be used. Here, the lifting and lowering by the construction part lifting machine performed by the removal member unloading method and the member renewing method of the present invention will be described, particularly when the erected girder type lifting device is used, and when the winch type lifting device is used. A case in which is used will be described.

(架設桁型揚重装置を利用した場合)
まず架設桁型揚重装置の構築方法について説明する。図30は、架設桁型揚重装置の構築方法の主な工程を示すステップ図である。はじめに図30(a)に示すように2基の従来品のリフター(以下、単に「従来リフター510」という。)を設置する。このとき、撤去する構成部材の位置あるいは設置部材を設置する計画位置を挟むように2基の従来リフター510を設置する。なお、ここでは便宜上2基の従来リフター510を設置しているが、これに限らず3基以上の従来リフター510を設置することもできる。
(When using a girder lifting device)
First, a method of constructing a construction girder type lifting device will be described. FIG. 30 is a step diagram showing main steps of a method for constructing a bridge girder-type lifting device. First, as shown in FIG. 30A, two conventional lifters (hereinafter simply referred to as “conventional lifters 510”) are installed. At this time, two conventional lifters 510 are installed so as to sandwich the position of the component to be removed or the planned position for installing the installation member. Although two conventional lifters 510 are installed here for convenience, three or more conventional lifters 510 can be installed instead of this.

従来リフター510を設置すると、2つの分割部材を連結して架設桁を完成させる。図30(b)に示すように、架設桁520が長くなる場合、複数(図では2つ)の分割部材520aを連結したものとすることができる。もちろんその延長によっては、分割することなく1本の部材で架設桁520を形成することもできる。また図31(a)に示すように、架設桁520は、構造桁である本体桁521と、この本体桁521の下部に固定されるレール桁522によって形成される。なお本体桁521は、H形鋼やI形鋼などを用いた桁とすることもできるし、トラス形式の桁とすることもできる。一方のレール桁522は、H形鋼やI形鋼を用いた桁、あるいは山形鋼や溝形鋼を組み合わせた桁とすることができる。   When the conventional lifter 510 is installed, the two divided members are connected to complete the bridge girder. As shown in FIG. 30B, when the bridge girder 520 becomes long, a plurality of (two in the figure) divided members 520a can be connected. Of course, depending on the extension, the bridge 520 can be formed by one member without being divided. As shown in FIG. 31A, the bridge girder 520 is formed by a main body girder 521 which is a structural girder and a rail girder 522 fixed to a lower portion of the main body girder 521. The main body girder 521 may be a girder using an H-beam, an I-beam, or the like, or may be a truss-type girder. The rail girder 522 can be a girder using an H-beam or an I-beam, or a girder combining an angle steel or a channel steel.

分割部材520aを連結して架設桁520を完成させるには、図30(b)に示すように2つの分割部材520aを路面上に置いた台座の上に載置し、図30(c)に示すようにこれらを連結することで行われる。このとき、2つの分割部材520aの間に設置されるレール桁522の一部も合わせて設置される。既述したとおり吊り荷機構530は、あらかじめ架設桁520(レール桁522)に取り付けられた状態で現地に搬入することもできるし、架設桁520と吊り荷機構530を別々に搬入することとし、分割部材520aの連結に合わせて吊り荷機構530を架設桁520に取り付けることもできる。この吊り荷機構530は、吊りロープ531(ワイヤーロープやチェーンなど)と、吊りロープ531の下端に固定された吊り治具533(例えばフック)と、そして動力手段を有するものであり、いわゆるウィンチやホイストといった荷揚げ用の装置である。あるいは吊り荷機構530として、手動による動力手段を有するチェーンブロックを取り付けることもできる。ただし吊り荷機構530は、架設桁520に沿って横行可能となるよう取り付けられる。具体的には図31(b)に示すように、吊り荷機構530が吊りロープ531の上端に取り付けられた移動式係止手段532を含んで構成されるものとし、吊り治具で構成部材(撤去部材や新設部材)を把持したうえで、レール桁522に係止された移動式係止手段532の車輪がレール桁522に沿って移動できる構造とするとよい。   In order to connect the divided members 520a to complete the erection girder 520, as shown in FIG. 30B, the two divided members 520a are placed on a pedestal placed on a road surface, and as shown in FIG. This is done by connecting these as shown. At this time, a part of the rail girder 522 installed between the two divided members 520a is also installed. As described above, the hanging load mechanism 530 can be carried to the site while being attached to the erection girder 520 (rail girder 522) in advance, or the erection girder 520 and the hanging load mechanism 530 can be separately carried in. The lifting mechanism 530 can be attached to the bridge 520 in accordance with the connection of the division members 520a. The hanging load mechanism 530 includes a hanging rope 531 (such as a wire rope or a chain), a hanging jig 533 (for example, a hook) fixed to a lower end of the hanging rope 531, and a power unit. It is an unloading device such as a hoist. Alternatively, a chain block having manual power means can be attached as the hanging load mechanism 530. However, the hanging load mechanism 530 is attached so as to be able to traverse along the erection girder 520. Specifically, as shown in FIG. 31B, the hanging load mechanism 530 is configured to include movable locking means 532 attached to the upper end of the hanging rope 531. It is preferable to adopt a structure in which the wheels of the movable locking means 532 locked to the rail girder 522 can move along the rail girder 522 after gripping the removal member or the newly provided member).

架設桁520が完成し、吊り荷機構530が架設桁520に取り付けられると、架設桁520の両端を2基の従来リフター510の構台に固定したうえで、図30(d)に示すように2基の従来リフター510の支柱を伸ばしてジャッキアップする。これにより、架設桁520は2基の従来リフター510間に架け渡され、施工区間110において架設桁型揚重装置が構築される。   When the erection girder 520 is completed and the hanging load mechanism 530 is attached to the erection girder 520, both ends of the erection girder 520 are fixed to the gantry of the two conventional lifters 510, and then, as shown in FIG. The column of the conventional lifter 510 is extended and jacked up. As a result, the erection girder 520 is bridged between the two conventional lifters 510, and the erection girder type lifting device is constructed in the construction section 110.

図32(a)は、施工区間110で構築された架設桁型揚重装置によって撤去部材を吊上げる工程を示すステップ図であり、図32(b)は、架設桁型揚重装置によって吊上げた撤去部材を後尾車両320に搭載する工程を示すステップ図である。この図に示すように、吊り治具533に把持された撤去部材は架設桁型揚重装置によって吊上げることができ、さらに撤去部材を吊上げた状態で吊り荷機構530が架設桁520に沿って移動することによって、前方で待機する後尾車両320に撤去部材を搭載することができる。なお、架設桁型揚重装置による吊上げは、従来リフター510の支柱の伸縮によるジャッキダウンとジャッキアップで行うこともできる。   FIG. 32 (a) is a step diagram showing a step of lifting the removal member by the erection girder type lifting device constructed in the construction section 110, and FIG. 32 (b) is lifted by the erection girder type lifting device. It is a step diagram showing a process of mounting a removal member in tail vehicle 320. As shown in this figure, the removal member gripped by the lifting jig 533 can be lifted by the erection girder type lifting device, and the lifting load mechanism 530 moves along the erection girder 520 with the removal member being lifted. By moving, the removal member can be mounted on the rear vehicle 320 waiting in front. The lifting by the erected girder type lifting device can also be performed by jack-down and jack-up due to the expansion and contraction of the support of the conventional lifter 510.

また、ウィンチやホイストといった動力付きの荷揚げ用の装置に代えて、手動による動力手段を有するチェーンブロックを吊り荷機構とする場合、撤去部材をチェーブロックの吊り治具533で把持し、人の力でチェーンを巻上げることによって撤去部材を吊上げ(例えば50cm程度)、その状態で撤去部材を一方(前方側)の従来リフター510の下方まで架設桁520に沿って横移動させる。そして、従来リフター510がジャッキアップすることで、撤去部材を相当の高さ(例えば3m)まで吊上げ、その後通行空間内に移動してきた貨物自動車の荷台に撤去部材を吊降ろす。   When a chain block having a manual power means is used as a lifting mechanism instead of a powered unloading device such as a winch or a hoist, the removal member is gripped by a chain block lifting jig 533 and human power is applied. The removal member is lifted (for example, about 50 cm) by winding up the chain, and in this state, the removal member is laterally moved along the erected girder 520 to a position below one (front side) of the conventional lifter 510. The lifter 510 jacks up the lifter to lift the removing member to a considerable height (for example, 3 m), and then lowers the removing member to the bed of a lorry that has moved into the traffic space.

図33(a)は、施工区間で構築された架設桁型揚重装置によって後尾車両に搭載された新設部材を吊上げる工程を示すステップ図であり、(b)は架設桁型揚重装置によって吊上げた新設部材を計画位置に設置する工程を示すステップ図である。この図に示すように、後尾車両320に搭載された新設部材は吊り治具533に把持されるとともに、架設桁型揚重装置によって吊上げることができ、さらに新設部材を吊上げた状態で吊り荷機構530が架設桁520に沿って移動することによって、施工区間110の計画位置に吊降ろして設置することができる。なお、架設桁型揚重装置による吊降ろしは、従来リフター510の支柱の伸縮によるジャッキダウンで行うこともできる。   FIG. 33 (a) is a step diagram showing a step of lifting a newly-installed member mounted on a trailing vehicle by an installation girder lifting device constructed in the construction section, and FIG. It is a flowchart which shows the process of installing a newly installed member in a plan position. As shown in this figure, the new member mounted on the trailing vehicle 320 can be gripped by the lifting jig 533 and can be lifted by the erected girder-type lifting device. By moving the mechanism 530 along the erection girder 520, the mechanism 530 can be suspended and installed at the planned position of the construction section 110. Note that the suspension by the erected girder-type lifting device can also be performed by jack-down due to the expansion and contraction of the column of the conventional lifter 510.

新設部材を設置する場合も、手動による動力手段を有するチェーンブロックを吊り荷機構とすることができる。すなわち、路面上に仮置きされた新設部材をチェーブロックの吊り治具533で把持し、人の力でチェーンを巻上げることによって新設部材を吊上げ(例えば50cm程度)、その状態で新設部材を一方の従来リフター510の下方まで架設桁520に沿って横移動させる。そして、従来リフター510がジャッキダウンすることで、計画位置に新設部材を吊降ろす。   When a new member is installed, a chain block having a manual power unit can be used as a hanging load mechanism. That is, the new member temporarily placed on the road surface is gripped by the hanging jig 533 of the chain block, and the chain is wound up by human power to lift the new member (for example, about 50 cm). Is laterally moved along the erected girder 520 to below the conventional lifter 510. Then, when the conventional lifter 510 is jacked down, the new member is hung at the planned position.

撤去部材は、撤去するたびに後尾車両320に搭載することもできるし、図34(a)に示すように工事ヤード100内の所定場所(例えば、施工区間110の後方側)に仮置きしておくこともできる。同様に新設部材は、後尾車両320から吊上げるたびに計画位置に設置することもできるし、図34(b)に示すように工事ヤード100内の所定場所(例えば、施工区間110の後方側)に仮置きしておくこともできる。   Each time the removal member is removed, the removal member can be mounted on the trailing vehicle 320. Alternatively, as shown in FIG. 34A, the removal member is temporarily placed at a predetermined location in the construction yard 100 (for example, behind the construction section 110). You can also put it. Similarly, the new member can be installed at the planned position every time it is lifted from the trailing vehicle 320. Alternatively, as shown in FIG. 34 (b), the new member can be installed at a predetermined location in the construction yard 100 (for example, on the rear side of the construction section 110). You can also put them temporarily.

(ウィンチ型揚重装置を利用した場合)
図35は、ウィンチ型揚重装置によって撤去部材を後尾車両320に搭載する工程を示すステップ図である。ウィンチ型揚重装置を利用して構成部材を吊上げ、あるいは吊降ろす場合、この図に示すように2基のウィンチ型揚重装置を設置する。2基のウィンチ型揚重装置を区別するため、工事ヤード100のうち前方に設置されたものを第1のウィンチ型揚重装置と、後方に設置されたものを第2のウィンチ型揚重装置ということとする。
(When using a winch type lifting device)
FIG. 35 is a step diagram showing a process of mounting the removing member on the trailing vehicle 320 by the winch type lifting device. When lifting or lowering a component using a winch-type lifting device, two winch-type lifting devices are installed as shown in this figure. In order to distinguish the two winch-type lifting devices, the one installed in the front of the construction yard 100 is the first winch-type lifting device, and the one installed in the rear is the second winch-type lifting device. I mean.

既述したとおりウィンチ型揚重装置は、従来リフター510に吊り荷機構530を設置した揚重装置である。またこの吊り荷機構530は、吊りロープ531(ワイヤーロープやチェーンなど)と、この吊りロープの先端に固定された吊り治具533(フックなど)、そして動力手段を有するものであり、いわゆるウィンチやホイストといった荷揚げ用の装置である。また、手動による動力手段を有するチェーンブロックを荷揚げ用装置として用いてもよい。すなわち吊り荷機構530の動力手段で吊りロープ531を巻上げあるいは巻下げることによって、吊り治具533に把持された構成部材(撤去部材や新設部材)を吊上げ、あるいは吊降ろすことができる。なお、2基のウィンチ型揚重装置を利用して構成部材を吊上げ、あるいは吊降ろす際に、構成部材の重量によってはそれぞれのウィンチ型揚重装置に相当の水平力が作用することがある。その場合は、ウィンチ型揚重装置が転倒しないように従来リフター510の支柱を路面上で堅固に固定し、さらに4本の支柱を補強するとよい。   As described above, the winch type lifting device is a lifting device in which the lifting mechanism 530 is installed on the conventional lifter 510. The hanging load mechanism 530 includes a hanging rope 531 (such as a wire rope or a chain), a hanging jig 533 (such as a hook) fixed to the tip of the hanging rope, and power means. It is an unloading device such as a hoist. Further, a chain block having manual power means may be used as the unloading device. That is, by lifting or lowering the suspension rope 531 by the power means of the suspension load mechanism 530, the component members (removed members or newly-installed members) held by the suspension jig 533 can be lifted or lowered. When lifting or lowering a component using two winch-type lifting devices, a considerable horizontal force may act on each winch-type lifting device depending on the weight of the component. In this case, it is preferable that the strut of the conventional lifter 510 be firmly fixed on the road surface so that the winch-type lifting device does not fall down, and that four struts be reinforced.

ウィンチ型揚重装置によって撤去部材を後尾車両320に搭載する場合、図35(a)に示すように、撤去部材を挟むように所定間隔を設けたうえで第1のウィンチ型揚重装置と第2のウィンチ型揚重装置を設置する。また、図35(d)に示すように第1のウィンチ型揚重装置は、後に後尾車両320が停止する位置に設置するとよい。第1のウィンチ型揚重装置と第2のウィンチ型揚重装置を設置すると、両方の吊りロープ531を巻下げるとともに、両方の吊り治具533で撤去部材を把持する。その状態で両方の動力手段によって両方の吊りロープ531を同等に巻上げ、第1のウィンチ型揚重装置と第2のウィンチ型揚重装置のほぼ中間に位置するように撤去部材を吊上げる。   When the removing member is mounted on the trailing vehicle 320 by the winch-type lifting device, as shown in FIG. 35 (a), a predetermined interval is provided so as to sandwich the removing member, and the first winch-type lifting device and the first 2. Install the winch type lifting device. Also, as shown in FIG. 35 (d), the first winch type lifting device may be installed at a position where the rear vehicle 320 stops later. When the first winch-type lifting device and the second winch-type lifting device are installed, both the suspension ropes 531 are lowered, and the removal member is gripped by both the suspension jigs 533. In this state, both suspending ropes 531 are equally wound by both power means, and the removing member is lifted so as to be located substantially in the middle between the first winch type lifting device and the second winch type lifting device.

撤去部材を吊上げると、図35(c)に示すように撤去部材を第1のウィンチ型揚重装置の下方に移動させる。具体的には、第1のウィンチ型揚重装置の動力手段によって吊りロープ531を巻上げた状態(つまり撤去部材を吊上げた状態)を維持しつつ、第2のウィンチ型揚重装置の動力手段によって吊りロープ531を巻下げる(つまり吊りロープ531を緩めて伸ばしていく)。これにより、撤去部材は第1のウィンチ型揚重装置の方に引っ張られて、最終的には第1のウィンチ型揚重装置の下方に移動するわけである。   When the removal member is lifted, the removal member is moved below the first winch type lifting device as shown in FIG. 35 (c). Specifically, while maintaining the state in which the suspension rope 531 is hoisted by the power means of the first winch-type lifting device (that is, the state in which the removing member is lifted), the power means of the second winch-type lifting device is used. The suspension rope 531 is wound down (that is, the suspension rope 531 is loosened and extended). As a result, the removing member is pulled toward the first winch-type lifting device, and finally moves below the first winch-type lifting device.

撤去部材を第1のウィンチ型揚重装置の下方に移動させると、図35(d)に示すように、荷台が通行空間440内に入るよう後尾車両320を進入させ(後退させ)、第1のウィンチ型揚重装置の動力手段によって吊りロープ531を巻下げる(つまり吊りロープ531を緩めて伸ばしていく)ことで、撤去部材を後尾車両320に搭載し、第1のウィンチ型揚重装置と第2のウィンチ型揚重装置の吊り治具533による撤去部材の把持を解除する。   When the removing member is moved below the first winch-type lifting device, as shown in FIG. 35 (d), the trailing vehicle 320 enters (retreats) so that the loading platform enters the traffic space 440, and the first vehicle is retracted. By lowering the suspension rope 531 by the power means of the winch-type lifting device (that is, loosening and extending the suspension rope 531), the removing member is mounted on the rear vehicle 320, and the first winch-type lifting device and The gripping of the removal member by the hanging jig 533 of the second winch type lifting device is released.

一方、ウィンチ型揚重装置によって新設部材を施工区間110の計画位置に設置する場合、計画位置に第1のウィンチ型揚重装置が設置され、この第1の揚重装置から離れた位置に第2のウィンチ型揚重装置が設置される。このように第1のウィンチ型揚重装置と第2のウィンチ型揚重装置を設置すると、両方の吊りロープ531を巻下げるとともに、両方の吊り治具533で後尾車両320に搭載された新設部材を把持する。その状態で両方の動力手段によって両方の吊りロープ531を同等に巻上げ、第1のウィンチ型揚重装置と第2のウィンチ型揚重装置のほぼ中間に位置するように新設部材を吊上げる。   On the other hand, when the new member is installed at the planned position of the construction section 110 by the winch-type lifting device, the first winch-type lifting device is installed at the planned position, and the first winch-type lifting device is installed at a position away from the first lifting device. Two winch-type lifting devices are installed. When the first winch-type lifting device and the second winch-type lifting device are installed as described above, both the suspension ropes 531 are wound down, and the new member mounted on the trailing vehicle 320 by both the suspension jigs 533. To grip. In this state, both suspension ropes 531 are equally wound by both power means, and the new member is lifted so as to be located substantially in the middle between the first winch type lifting device and the second winch type lifting device.

新設部材を吊上げると、新設部材を第1のウィンチ型揚重装置の下方に移動させる。具体的には、第1のウィンチ型揚重装置の動力手段によって吊りロープ531を巻上げた状態(つまり新設部材を吊上げた状態)を維持しつつ、第2のウィンチ型揚重装置の動力手段によって吊りロープ531を巻下げる(つまり吊りロープ531を緩めて伸ばしていく)。これにより、新設部材は第1のウィンチ型揚重装置の方に引っ張られて、最終的には第1のウィンチ型揚重装置の下方に移動するわけである。   When the new member is lifted, the new member is moved below the first winch type lifting device. Specifically, while maintaining the state in which the suspension rope 531 is hoisted by the power means of the first winch-type lifting apparatus (that is, the state in which the new member is lifted), the power means of the second winch-type lifting apparatus is used. The suspension rope 531 is wound down (that is, the suspension rope 531 is loosened and extended). As a result, the new member is pulled toward the first winch-type lifting device, and finally moves below the first winch-type lifting device.

新設部材を第1のウィンチ型揚重装置の下方に移動させると、第1のウィンチ型揚重装置の動力手段によって吊りロープ531を巻下げる(つまり吊りロープ531を緩めて伸ばしていく)ことで、新設部材を計画位置に設置し、第1のウィンチ型揚重装置と第2のウィンチ型揚重装置の吊り治具533による新設部材の把持を解除する。   When the new member is moved below the first winch-type lifting device, the suspension rope 531 is wound down by the power means of the first winch-type lifting device (that is, the suspension rope 531 is loosened and extended). Then, the new member is installed at the planned position, and the holding of the new member by the hanging jig 533 of the first winch type lifting device and the second winch type lifting device is released.

本願発明の撤去部材搬出方法、及び部材更新方法は、自動車専用道路や一般自動車道など様々な種類の道路橋に利用することができる。本願発明によれば、供用中の道路橋を効率よく更新することができ、ひいては道路橋の長寿命化につながることを考えれば、産業上利用できるばかりでなく社会的にも大きな貢献を期待し得る発明といえる。   The removal member carrying out method and the member renewal method of the present invention can be used for various types of road bridges such as a motorway and a general motorway. According to the invention of the present application, in consideration of the fact that a road bridge in service can be efficiently updated and, consequently, the life span of the road bridge is prolonged, not only can it be used industrially but also a great contribution to society can be expected. It can be said that the invention is obtained.

100 工事ヤード
110 施工区間
200 車列群
310 先頭車両
320 後尾車両
330 中間車両
400 受渡し用リフター
400a 第1の受渡し用リフター
400b 第2の受渡し用リフター
400R アウトリガー式受渡し用リフター
410 (受渡し用リフターの)支柱
420 (受渡し用リフターの)構台
430 (受渡し用リフターの)吊り係止具
440 (受渡し用リフターの)通行空間
500 施工部揚重機
510 (施工部揚重機の)従来リフター
520 (架設桁型揚重装置の)架設桁
520a (架設桁の)分割部材
521 (架設桁の)本体桁
522 (架設桁の)レール桁
530 (施工部揚重機の)吊り荷機構
531 (吊り荷機構の)吊りロープ
532 (吊り荷機構の)移動式係止手段
533 (吊り荷機構の)吊り治具
600 部品搬送車両
Ta,Tb 貨物自動車
Tr トレーラー
Reference Signs List 100 construction yard 110 construction section 200 vehicle row group 310 leading vehicle 320 trailing vehicle 330 intermediate vehicle 400 delivery lifter 400a first delivery lifter 400b second delivery lifter 400R outrigger delivery lifter 410 (of delivery lifter) Post 420 Gantry 430 (for delivery lifter) Suspension locking device 440 (for delivery lifter) Passing space (for delivery lifter) 500 Construction lifting machine 510 Conventional lifting machine 520 (construction lifting machine) Erection girder 520a (of erection girder) Split member 521 (of erection girder) Body girder 522 (of erection girder) Rail girder 530 (of construction equipment lifting machine) Lifting mechanism 531 (of lifting equipment) 532 Mobile locking means (of the lifting mechanism) 533 Lifting (of the lifting mechanism) Jig 600 parts transport vehicle Ta, Tb lorry Tr trailer

Claims (11)

道路橋の1車線を使用した所定区間が工事ヤードとして設定され、該工事ヤード内に設置された受渡し用リフターを使用するとともに、一列に並んだ複数の貨物自動車で構成される車列群を使用して、撤去部材を搬出する方法であって、
前記撤去部材は、前記工事ヤード内の施工区間で撤去された道路橋の構成部材であり、
前記施工区間よりも前方に設置された前記受渡し用リフターは、積荷を吊上げた状態で該積荷の下方を貨物自動車が通過可能な通行空間を有し、該通行空間内に停めた貨物自動車の積荷を吊上げかつ吊降ろし可能な揚重機であり、
前記車列群は、前記工事ヤード内であって前記施工区間よりも前方の領域に配置され、
前記車列群のうち最後方に位置する貨物自動車である後尾車両に、前記撤去部材を、前記施工区間近くで搭載する撤去部材仮積載工程と、
前記撤去部材を搭載した前記後尾車両が、前記受渡し用リフターの位置まで前記工事ヤード内を移動するとともに、該受渡し用リフターが該後尾車両の該撤去部材を吊上げる撤去部材吊上げ工程と、
前記車列群のうち最前方に位置する貨物自動車である先頭車両が前記受渡し用リフターの位置に来るまで、該車列群が貨物自動車の順を維持したまま前記工事ヤード内を移動するとともに、該受渡し用リフターが吊上げた前記撤去部材を該先頭車両に搭載する撤去部材本積載工程と、
前記撤去部材を搭載した前記先頭車両が、前記工事ヤード外に退出する工事ヤード退出工程と、
を備えたことを特徴とする撤去部材搬出方法。
A predetermined section using one lane of the road bridge is set as a construction yard, and a delivery lifter installed in the construction yard is used, and a group of lorries arranged in a row is used. And removing the removal member,
The removal member is a component of a road bridge removed in a construction section in the construction yard,
The delivery lifter installed in front of the construction section has a traffic space through which a lorry can pass below the load in a state where the load is lifted, and the load of the lorry stopped in the traffic space. Is a lifting machine capable of lifting and lowering
The vehicle row group is arranged in an area in the construction yard and ahead of the construction section,
A trailing vehicle, which is a lorry located at the rearmost position in the group of vehicles, the removing member, a removing member temporary loading step of mounting near the construction section,
The rear vehicle equipped with the removal member moves in the construction yard to the position of the delivery lifter, and the delivery lifter lifts the removal member of the rear vehicle, and a removal member lifting step.
Until the leading vehicle, which is the foremost truck in the train group, comes to the position of the delivery lifter, the train group moves in the construction yard while maintaining the order of the trucks, Removing member main loading step of mounting the removing member lifted by the delivery lifter on the leading vehicle;
A construction yard exit step in which the leading vehicle equipped with the removal member exits outside the construction yard;
A removal member carrying-out method, comprising:
前記受渡し用リフターが、n(nは2以上の整数)以上の箇所に設置され、
前記撤去部材仮積載工程では、前記後尾車両にn個の前記撤去部材を搭載し、
前記撤去部材吊上げ工程では、それぞれの前記受渡し用リフターが1個の前記撤去部材を吊上げ、
前記撤去部材本積載工程では、それぞれの前記受渡し用リフターが吊上げた前記撤去部材を前記先頭車両に搭載し、
前記工事ヤード退出工程では、n個の前記撤去部材を搭載した前記先頭車両が、前記工事ヤード外に退出する、
ことを特徴とする請求項1記載の撤去部材搬出方法。
The delivery lifter is installed at a position of n (n is an integer of 2 or more) or more,
In the removal member temporary loading step, the rear vehicle is mounted with n removal members,
And in the removal unit Seitz up process, each of the transfer lifter lifting one of said removal member,
In the removing member main loading step, the removing member lifted by each of the delivery lifters is mounted on the leading vehicle,
In the construction yard exit step, the leading vehicle equipped with the n removal members exits outside the construction yard,
The removal member carrying out method according to claim 1, characterized in that:
前記車列群は、3以上の貨物自動車で構成され、
前記撤去部材仮積載工程から前記工事ヤード退出工程までを1の搬出サイクルとし、
前記工事ヤード退出工程で1の貨物自動車が前記工事ヤード外に退出すると、該工事ヤード内に残った貨物自動車で前記車列群を構成するとともに、該車列群の最前方の貨物自動車を前記先頭車両としたうえで、前記搬出サイクルを繰り返し行う、
ことを特徴とする請求項1又は請求項2記載の撤去部材搬出方法。
The train group is composed of three or more lorries,
The unloading cycle from the removal member temporary loading process to the construction yard exit process is one,
When one lorry exits the construction yard in the construction yard exit step, the lorries remaining in the construction yard constitute the train group, and the foremost lorry in the train yard is Repeating the carry-out cycle on the leading vehicle,
The removal member carrying-out method according to claim 1 or 2, wherein:
前記撤去部材仮積載工程よりも前に行われる車列群進入工程と受渡し用リフター設置工程を、さらに備え、
前記車列群進入工程では、前記受渡し用リフターを搭載した貨物自動車を含む前記車列群が、前記工事ヤード内に進入して所定位置に配置され、
前記受渡し用リフター設置工程では、貨物自動車に搭載された前記受渡し用リフターを所定位置に設置する、
ことを特徴とする請求項1乃至請求項3のいずれかに記載の撤去部材搬出方法。
The vehicle further comprises a row group entry process and a delivery lifter installation process performed before the removal member temporary loading process,
In the vehicle row group entry process, the vehicle row group including a lorry equipped with the delivery lifter enters the construction yard and is arranged at a predetermined position.
In the delivery lifter installation step, the delivery lifter mounted on the truck is installed at a predetermined position,
The removal member carrying out method according to any one of claims 1 to 3, characterized in that:
前記車列群を構成する貨物自動車のうち、前記後尾車両を含み前記受渡し用リフターの設置数と同数の貨物自動車のみが前記工事ヤード内に残ると、該工事ヤード内に残った貨物自動車に該受渡し用リフターを搭載するとともに、該受渡し用リフターを搭載した貨物自動車が該工事ヤード外に退出する受渡し用リフター搬出工程を、
さらに備えたことを特徴とする請求項1乃至請求項4のいずれかに記載の撤去部材搬出方法。
When only the same number of trucks including the trailing vehicle as the number of the delivery lifters remaining in the construction yard remain in the construction yard, the trucks in the construction yard are replaced with the trucks remaining in the construction yard. A delivery lifter unloading step in which the delivery lifter is mounted and the lorry equipped with the delivery lifter exits outside the construction yard,
The removal member carrying-out method according to any one of claims 1 to 4, further comprising:
道路橋の1車線を使用した所定区間が工事ヤードとして設定され、該工事ヤード内に設置された受渡し用リフターを使用するとともに、一列に並んだ複数の貨物自動車で構成される車列群を使用して、該工事ヤード内の施工区間で道路橋の構成部材を更新する方法であって、
前記施工区間よりも前方に設置された前記受渡し用リフターは、積荷を吊上げた状態で該積荷の下方を貨物自動車が通過可能な通行空間を有し、該通行空間内に停めた貨物自動車の積荷を吊上げかつ吊降ろし可能な揚重機であり、
前記車列群は、一列に並んだ複数の貨物自動車のうち先頭に位置する先頭車両と、最後方に位置する後尾車両と、該先頭車両と該後尾車両の間に位置する中間車両とで構成されるとともに、前記工事ヤード内であって前記施工区間よりも前方の領域に配置され、
前記中間車両には、前記施工区間に新たに設置される新設部材が搭載され、
前記施工区間における道路橋の構成部材を撤去する撤去工程と、
前記後尾車両に、前記撤去工程で撤去した撤去部材を、前記施工区間近くで搭載する撤去部材仮積載工程と、
前記撤去部材を搭載した前記後尾車両が、前記受渡し用リフターの位置まで前記工事ヤード内を移動するとともに、該受渡し用リフターが該後尾車両の該撤去部材を吊上げる撤去部材吊上げ工程と、
前記先頭車両が前記受渡し用リフターの位置に来るまで、前記車列群が貨物自動車の順を維持したまま前記工事ヤード内を移動するとともに、該受渡し用リフターが吊上げた前記撤去部材を該先頭車両に搭載し、該撤去部材を搭載した該先頭車両が前記工事ヤード外に退出する撤去部材搬出工程と、
前記新設部材を搭載した前記中間車両が、前記受渡し用リフターの位置まで前記工事ヤード内を移動するとともに、該受渡し用リフターが該新設部材を吊上げる新設部材吊上げ工程と、
前記後尾車両が前記受渡し用リフターの位置に来るまで、前記先頭車両を除く前記車列群が貨物自動車の順を維持したまま前記工事ヤード内を移動するとともに、該受渡し用リフターが吊上げた前記新設部材を該後尾車両に搭載する新設部材積載工程と、
前記新設部材を搭載した前記後尾車両が、前記施工区間まで前記工事ヤード内を移動するとともに、該新設部材を該施工区間の計画位置に設置する新設部材設置工程と、
を備えたことを特徴とする部材更新方法。
A predetermined section using one lane of the road bridge is set as a construction yard, and a delivery lifter installed in the construction yard is used, and a group of lorries arranged in a row is used. Then, a method of updating the components of the road bridge in the construction section in the construction yard,
The delivery lifter installed in front of the construction section has a traffic space through which a lorry can pass below the load in a state where the load is lifted, and the load of the lorry stopped in the traffic space. Is a lifting machine capable of lifting and lowering
The row of vehicles is composed of a leading vehicle located at the beginning of a plurality of lorries arranged in a line, a trailing vehicle located at the rear, and an intermediate vehicle located between the leading vehicle and the trailing vehicle. While being placed in the construction yard in a region in front of the construction section,
In the intermediate vehicle, a new member newly installed in the construction section is mounted,
A removing step of removing components of the road bridge in the construction section,
The trailing vehicle, the removal member removed in the removal step, the removal member temporary loading step of mounting near the construction section,
The rear vehicle equipped with the removal member moves in the construction yard to the position of the delivery lifter, and the delivery lifter lifts the removal member of the rear vehicle, and a removal member lifting step.
Until the leading vehicle comes to the position of the delivery lifter, the row of vehicles moves in the construction yard while maintaining the order of the lorries, and the removal member lifted by the delivery lifter removes the removal member from the leading vehicle. And a removal member carrying out step in which the leading vehicle equipped with the removal member exits outside the construction yard;
A new member lifting step in which the intermediate vehicle equipped with the new member moves in the construction yard to a position of the delivery lifter, and the delivery lifter lifts the new member,
Until the trailing vehicle comes to the position of the delivery lifter, the group of vehicles other than the leading vehicle moves in the construction yard while maintaining the order of the lorries, and the new lifter is lifted by the delivery lifter. Loading a new member onto the rear vehicle,
The rear vehicle equipped with the new member moves in the construction yard to the construction section, and a new member installation step of installing the new member at a planned position of the construction section,
A member updating method, comprising:
道路橋の1車線を使用した所定区間が工事ヤードとして設定され、該工事ヤード内の2箇所に設置された第1受渡し用リフター及び第2受渡し用リフターを使用するとともに、一列に並んだ複数の貨物自動車で構成される車列群を使用して、該工事ヤード内の施工区間で道路橋の構成部材を更新する方法であって、
前記施工区間よりも前方に設置された前記第1受渡し用リフター及び前記第2受渡し用リフターは、それぞれ積荷を吊上げた状態で該積荷の下方を貨物自動車が通過可能な通行空間を有し、該通行空間内に停めた貨物自動車の積荷を吊上げかつ吊降ろし可能な揚重機であり、
前記車列群は、一列に並んだ複数の貨物自動車のうち先頭に位置する先頭車両と、最後方に位置する後尾車両と、該先頭車両と該後尾車両の間に位置する中間車両とで構成されるとともに、前記工事ヤード内であって前記施工区間よりも前方の領域に配置され、
前記中間車両には、前記施工区間に新たに設置される新設部材が搭載され、
前記施工区間における道路橋の構成部材を撤去する撤去工程と、
前記後尾車両に、前記撤去工程で撤去した撤去部材を、前記施工区間近くで搭載する撤去部材仮積載工程と、
前記撤去部材を搭載した前記後尾車両が、前記第1受渡し用リフターの位置まで前記工事ヤード内を移動して、該第1受渡し用リフターが該後尾車両の該撤去部材を吊上げるとともに、前記新設部材を搭載した前記中間車両が、前記第2受渡し用リフターの位置まで前記工事ヤード内を移動して、該第2受渡し用リフターが該新設部材を吊上げる新旧部材吊上げ工程と、
前記先頭車両が、前記第1受渡し用リフターの位置まで前記工事ヤード内を移動するとともに、該第1受渡し用リフターが吊上げた前記撤去部材を該先頭車両に搭載し、該撤去部材を搭載した該先頭車両が前記工事ヤード外に退出する撤去部材搬出工程と、
前記後尾車両が、前記第2受渡し用リフターの位置まで前記工事ヤード内を移動するとともに、該第2受渡し用リフターが吊上げた前記新設部材を該後尾車両に搭載する新設部材積載工程と、
前記新設部材を搭載した前記後尾車両が、前記施工区間まで前記工事ヤード内を移動するとともに、該新設部材を該施工区間の計画位置に設置する新設部材設置工程と、
を備えたことを特徴とする部材更新方法。
A predetermined section using one lane of the road bridge is set as a construction yard, a first delivery lifter and a second delivery lifter installed at two locations in the construction yard are used, and a plurality of A method of updating a component of a road bridge in a construction section in the construction yard using a train group composed of lorries,
The first delivery lifter and the second delivery lifter installed in front of the construction section each have a traffic space through which a lorry can pass below the load in a state where the load is lifted. It is a lifting machine capable of lifting and hanging the load of a lorry parked in the traffic space,
The row of vehicles is composed of a leading vehicle located at the beginning of a plurality of lorries arranged in a line, a trailing vehicle located at the rear, and an intermediate vehicle located between the leading vehicle and the trailing vehicle. While being placed in the construction yard in a region in front of the construction section,
In the intermediate vehicle, a new member newly installed in the construction section is mounted,
A removing step of removing components of the road bridge in the construction section,
The trailing vehicle, the removal member removed in the removal step, the removal member temporary loading step of mounting near the construction section,
The rear vehicle equipped with the removal member moves in the construction yard to the position of the first delivery lifter, and the first delivery lifter lifts the removal member of the rear vehicle, and A process of lifting the intermediate member equipped with a member, moving the inside of the construction yard to the position of the second delivery lifter, and lifting the new member by the second delivery lifter,
The leading vehicle moves within the construction yard to the position of the first delivery lifter, and the removal member lifted by the first delivery lifter is mounted on the leading vehicle, and the removal member is mounted. A removal member unloading step in which the leading vehicle exits outside the construction yard,
A new member loading step of moving the rear vehicle in the construction yard to a position of the second delivery lifter, and mounting the new member lifted by the second delivery lifter on the rear vehicle;
The rear vehicle equipped with the new member moves in the construction yard to the construction section, and a new member installation step of installing the new member at a planned position of the construction section,
A member updating method, comprising:
道路橋の1車線を使用した所定区間が工事ヤードとして設定され、該工事ヤード内の2箇所に設置された第1受渡し用リフター及び第2受渡し用リフターを使用するとともに、一列に並んだ複数の貨物自動車で構成される車列群を使用して、該工事ヤード内の施工区間で道路橋の構成部材を更新する方法であって、
前記施工区間よりも前方に設置された前記第1受渡し用リフター及び前記第2受渡し用リフターは、それぞれ積荷を吊上げた状態で該積荷の下方を貨物自動車が通過可能な通行空間を有し、該通行空間内に停めた貨物自動車の積荷を吊上げかつ吊降ろし可能な揚重機であり、
前記車列群は、一列に並んだ複数の貨物自動車のうち先頭に位置する先頭車両と、最後方に位置する後尾車両と、該先頭車両と該後尾車両の間に位置する中間車両とで構成されるとともに、前記工事ヤード内であって前記施工区間よりも前方の領域に配置され、
前記中間車両には、前記施工区間に新たに設置される2個の新設部材が搭載され、
前記施工区間における道路橋の構成部材を撤去する撤去工程と、
前記後尾車両に、前記撤去工程で撤去した2個の撤去部材を、前記施工区間近くで搭載する第1の撤去部材仮積載工程と、
前記撤去部材を搭載した前記後尾車両が、前記第1受渡し用リフターの位置まで前記工事ヤード内を移動するとともに、該第1受渡し用リフターが該後尾車両の1個の該撤去部材を吊上げ、さらに前記第2受渡し用リフターの位置まで前記工事ヤード内を移動するとともに、該第2受渡し用リフターが該後尾車両の残り1個の該撤去部材を吊上げる撤去部材吊上げ工程と、
前記先頭車両が、前記第1受渡し用リフターと前記第2受渡し用リフターの位置まで前記工事ヤード内を移動するとともに、前記第1受渡し用リフターと該第2受渡し用リフターが吊上げた前記撤去部材を該先頭車両に搭載し、2個の該撤去部材を搭載した該先頭車両が前記工事ヤード外に退出する第1の撤去部材搬出工程と、
前記第1の撤去部材仮積載工程後に再度、前記後尾車両に、前記撤去工程で撤去した2個の撤去部材を、前記施工区間近くで搭載する第2の撤去部材仮積載工程と、
前記撤去部材を搭載した前記後尾車両が、前記第1受渡し用リフターの位置まで前記工事ヤード内を移動して、該第1受渡し用リフターが該後尾車両の1個の該撤去部材を吊上げるとともに、前記新設部材を搭載した前記中間車両が、前記第2受渡し用リフターの位置まで前記工事ヤード内を移動して、該第2受渡し用リフターが1個の該新設部材を吊上げる新旧部材吊上げ工程と、
1個の前記撤去部材を搭載した前記後尾車両が、前記第2受渡し用リフターの位置まで前記工事ヤード内を移動して、該第2受渡し用リフターの前記新設部材を該後尾車両に搭載して該後尾車両の該撤去部材を該第2受渡し用リフターが吊上げるとともに、1個の前記新設部材を搭載した前記中間車両が、前記第1受渡し用リフターの位置まで前記工事ヤード内を移動して、該第1受渡し用リフターの前記撤去部材を該中間車両に搭載して該中間車両の該新設部材を該第1受渡し用リフターが吊上げる新旧部材積み替え工程と、
1個の前記撤去部材を搭載した前記中間車両が、前記第2受渡し用リフターの位置まで前記工事ヤード内を移動するとともに、該第2受渡し用リフターが吊上げた前記撤去部材を該先頭車両に搭載し、2個の該撤去部材を搭載した該中間車両が前記工事ヤード外に退出する第2の撤去部材搬出工程と、
1個の前記新設部材を搭載した前記後尾車両が、前記第1受渡し用リフターの位置まで前記工事ヤード内を移動するとともに、該第1受渡し用リフターが吊上げた前記新設部材を該後尾車両に搭載する新設部材積載工程と、
2個の前記新設部材を搭載した前記後尾車両が、前記施工区間まで前記工事ヤード内を移動するとともに、該新設部材を該施工区間の計画位置に設置する新設部材設置工程と、
を備えたことを特徴とする部材更新方法。
A predetermined section using one lane of the road bridge is set as a construction yard, a first delivery lifter and a second delivery lifter installed at two locations in the construction yard are used, and a plurality of A method of updating a component of a road bridge in a construction section in the construction yard using a train group composed of lorries,
The first delivery lifter and the second delivery lifter installed in front of the construction section each have a traffic space through which a lorry can pass below the load in a state where the load is lifted. It is a lifting machine capable of lifting and hanging the load of a lorry parked in the traffic space,
The row of vehicles is composed of a leading vehicle located at the beginning of a plurality of lorries arranged in a line, a trailing vehicle located at the rear, and an intermediate vehicle located between the leading vehicle and the trailing vehicle. While being placed in the construction yard in a region in front of the construction section,
On the intermediate vehicle, two new members newly installed in the construction section are mounted,
A removing step of removing components of the road bridge in the construction section,
A first removal member temporary loading step of mounting the two removal members removed in the removal step on the trailing vehicle near the construction section;
The rear vehicle equipped with the removal member moves in the construction yard to the position of the first delivery lifter, and the first delivery lifter lifts one removal member of the rear vehicle, A removing member lifting step of moving in the construction yard to a position of the second delivery lifter, and the second delivery lifter lifting one remaining removal member of the rear vehicle;
The leading vehicle moves within the construction yard to the position of the first delivery lifter and the second delivery lifter, and removes the removal member that the first delivery lifter and the second delivery lifter lift. A first removal member unloading step in which the first vehicle mounted on the leading vehicle and mounted with the two removal members exits outside the construction yard;
After the first removed member temporary loading step, again, a second removed member temporary loading step of mounting the two removed members removed in the removing step on the rear vehicle near the construction section,
The rear vehicle equipped with the removal member moves in the construction yard to the position of the first delivery lifter, and the first delivery lifter lifts one removal member of the rear vehicle. Moving the intermediate vehicle equipped with the new member in the construction yard to the position of the second delivery lifter, and lifting the single new member by the second delivery lifter. When,
The trailing vehicle equipped with one removal member moves in the construction yard to the position of the second delivery lifter, and the new member of the second delivery lifter is mounted on the trailing vehicle. The removal member of the tail vehicle is lifted by the second delivery lifter, and the intermediate vehicle equipped with one new member is moved in the construction yard to a position of the first delivery lifter. Loading and unloading a new member of the first delivery lifter on the intermediate vehicle and lifting the new member of the intermediate vehicle by the first delivery lifter;
The intermediate vehicle equipped with one removal member moves in the construction yard to the position of the second delivery lifter, and the removal member lifted by the second delivery lifter is mounted on the leading vehicle. And a second removal member unloading step in which the intermediate vehicle equipped with the two removal members exits outside the construction yard;
The rear vehicle equipped with one new member moves in the construction yard to the position of the first delivery lifter, and the new member lifted by the first delivery lifter is mounted on the rear vehicle. New member loading process,
A new member installation step of moving the tail vehicle equipped with the two new members into the construction yard to the construction section and installing the new member at a planned position of the construction section;
A member updating method, comprising:
前記施工区間において前記撤去部材を前記後尾車両に搭載するときは、第1の揚重装置及び第2の揚重装置を使用して行い、
前記第1の揚重装置及び前記第2の揚重装置は、リフターと吊り荷機構を含んで構成され、
前記リフターは、荷重を支持しかつ上下に伸縮可能な4本の支柱を含んで構成されるとともに、積荷を吊上げた状態で該積荷の下方を貨物自動車が通過可能な通行空間を有し、
前記吊り荷機構は、吊りロープと、該吊りロープの先端に固定された吊り治具と、動力手段を有し、
前記施工区間において前記撤去部材を前記後尾車両に搭載するときは、前記第1の揚重装置及び前記第2の揚重装置の前記動力手段によってそれぞれの前記吊りロープを巻上げることで前記吊り治具に把持された前記撤去部材を吊上げ、該第1の揚重装置の該動力手段によって該撤去部材を吊上げた状態で該第2の揚重装置の該動力手段が該吊りロープを巻下げることによって該撤去部材を該第1の揚重装置の下方まで移動させ、該第1の揚重装置で前記撤去部材を前記後尾車両に吊降ろす、
ことを特徴とする請求項6乃至請求項8のいずれかに記載の部材更新方法。
When the removal member is mounted on the rear vehicle in the construction section, the first lifting device and the second lifting device are used,
The first lifting device and the second lifting device are configured to include a lifter and a lifting mechanism,
The lifter is configured to include four columns that support a load and can expand and contract vertically, and has a traffic space through which a lorry can pass below the load in a state where the load is lifted,
The hanging load mechanism includes a hanging rope, a hanging jig fixed to a tip of the hanging rope, and a power unit,
When the removing member is mounted on the trailing vehicle in the construction section, the lifting rope is wound up by the power means of the first lifting device and the second lifting device to lift the lifting rope. Lifting the removal member gripped by a tool, and the power means of the second lifting device lowers the suspension rope in a state where the removal member is lifted by the power means of the first lifting device. Moving the removing member to below the first lifting device, and suspending the removing member on the trailing vehicle with the first lifting device;
The member updating method according to any one of claims 6 to 8, wherein:
前記新設部材設置工程では、第1の揚重装置及び第2の揚重装置を使用して前記新設部材を前記施工区間の計画位置に設置し、
前記第1の揚重装置及び前記第2の揚重装置は、リフターと吊り荷機構を含んで構成され、
前記リフターは、荷重を支持しかつ上下に伸縮可能な4本の支柱を含んで構成されるとともに、積荷を吊上げた状態で該積荷の下方を貨物自動車が通過可能な通行空間を有し、
前記吊り荷機構は、吊りロープと、該吊りロープの先端に固定された吊り治具と、動力手段を有し、
前記新設部材設置工程では、前記第1の揚重装置及び前記第2の揚重装置の前記動力手段によってそれぞれの前記吊りロープを巻上げることで前記吊り治具に把持された前記新設部材を前記後尾車両から吊上げ、該後尾車両が前記施工区間外に移動し、該第1の揚重装置の該動力手段によって該新設部材を吊上げた状態で該第2の揚重装置の該動力手段が該吊りロープを巻下げることによって該新設部材を該第1の揚重装置の下方まで移動させ、該第1の揚重装置で前記新設部材を計画位置に吊降ろす、
ことを特徴とする請求項6乃至請求項9のいずれかに記載の部材更新方法。
In the new member installation step, the new member is installed at a planned position of the construction section using a first lifting device and a second lifting device,
The first lifting device and the second lifting device are configured to include a lifter and a lifting mechanism,
The lifter is configured to include four columns that support a load and can expand and contract vertically, and has a traffic space through which a lorry can pass below the load in a state where the load is lifted,
The hanging load mechanism includes a hanging rope, a hanging jig fixed to a tip of the hanging rope, and a power unit,
In the new member installation step, the first member and the second lifting device wind the respective suspension ropes by the power means of the second lifting device, and thereby the new member gripped by the suspension jig is removed. Lifting from the trailing vehicle, the trailing vehicle moves out of the construction section, and the power unit of the second lifting device is lifted by the power unit of the first lifting device while the new member is lifted by the power unit of the first lifting device. Lowering the hanging rope to move the new member below the first lifting device, and lowering the new member to a planned position with the first lifting device;
The member updating method according to any one of claims 6 to 9, wherein:
前記施工区間において前記撤去部材又は新設部材を吊上げ又は吊降ろすときは、揚重装置を使用して行い、
前記揚重装置は、リフターと、架設桁と、吊り荷機構と、を含んで構成され、
前記リフターは、荷重を支持しかつ上下に伸縮可能な4本の支柱と、4本の該支柱上部に連結される構台と、を含んで構成されるとともに、積荷を吊上げた状態で該積荷の下方を貨物自動車が通過可能な通行空間を有し、
前記架設桁は、2以上の前記リフターの前記構台に固定されて、該リフター間に架け渡され、
前記吊り荷機構は、吊りロープと、該吊りロープの先端に固定された吊り治具と、動力手段と、を有するとともに、前記架設桁に沿って横行可能に該架設桁に取り付けられ、
さらに前記揚重装置は、前記施工区間の上方に前記架設桁が配置されるよう設置された、
ことを特徴とする請求項6乃至請求項8のいずれかに記載の部材更新方法。
When lifting or hanging the removed member or the newly installed member in the construction section, using a lifting device,
The lifting device includes a lifter, a bridge girder, and a lifting mechanism,
The lifter is configured to include four pillars that support a load and can expand and contract vertically, and a gantry connected to the four pillars, and lift the cargo in a state where the cargo is lifted. There is a traffic space through which a lorry can pass,
The erection girder is fixed to the gantry of the two or more lifters, and is bridged between the lifters,
The hanging load mechanism has a hanging rope, a hanging jig fixed to a tip of the hanging rope, and a power unit, and is attached to the erection girder so as to be able to traverse along the erection girder,
Further, the lifting device is installed so that the erection girder is disposed above the construction section,
The member updating method according to any one of claims 6 to 8, wherein:
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