JP5322506B2 - Heavy material transport system and transport method - Google Patents

Heavy material transport system and transport method Download PDF

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JP5322506B2
JP5322506B2 JP2008153589A JP2008153589A JP5322506B2 JP 5322506 B2 JP5322506 B2 JP 5322506B2 JP 2008153589 A JP2008153589 A JP 2008153589A JP 2008153589 A JP2008153589 A JP 2008153589A JP 5322506 B2 JP5322506 B2 JP 5322506B2
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JP2009298526A (en
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浩昭 柴田
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Chugoku Electric Power Co Inc
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本発明は、消波ブロックなどの重量物を経済的かつ効率的に運搬する重量物の運搬方法に関する。   The present invention relates to a method for transporting heavy objects such as a wave-dissipating block economically and efficiently.

例えば、臨海地域への原子力発電所や火力発電所などの建設工事の場合、護岸を目的として消波ブロックを岸壁から沖に向けて所定の天端幅および表のり勾配にて規則的に配置する消波工が行なわれる。消波工は、岸壁の規模にもよるが、一般的に工事期間が長く、消波ブロックの数も多大となることが知られている。   For example, in the case of construction work such as a nuclear power plant or thermal power plant in a coastal area, wave-dissipating blocks are regularly arranged from the quay to the offshore for the purpose of revetment with a specified top width and surface slope. Wave extinguishing work is performed. It is known that wave-dissipating works generally have a long construction period and a large number of wave-dissipating blocks, depending on the size of the quay.

消波ブロックとしては、例えばテトラポッド(登録商標)と呼ばれ、放射状に延びる4本の截頭円錐脚を備える無筋コンクリートブロックなどが多用されることが多い。消波ブロックは、通常、重量物であり輸送コストが多大となるので、消波工を行なおうとする岸壁の近隣地域に仮設された消波ブロック製作プラントにおいて製作され、製作プラント周辺の仮置き場に仮置きされる。その後、これらを岸壁に配置するために仮置き場から岸壁付近の消波ブロック搬出場所までトレーラーを往復させて運搬されるが、従来は仮置き場と搬出場所とにそれぞれ設置した大型クレーンによって消波ブロックのトレーラーへの積み込みおよびトレーラーからの消波ブロックの積み降ろしが行なわれていた。これらの大型クレーンは、工事完了後には不要となるので、リースにて調達設置されるのが通常である。
特開2004−142837号公報 特開2003−522697号公報
As the wave-dissipating block, for example, called tetrapod (registered trademark), an unreinforced concrete block including four truncated conical legs extending radially is often used. The wave-dissipating block is usually a heavy object and has a large transportation cost. Therefore, the wave-dissipating block is manufactured at a wave-dissipating block manufacturing plant temporarily installed near the quay where the wave-dissipating work is to be performed, Temporarily placed. After that, in order to place them on the quay, the trailer is reciprocated from the temporary storage site to the wave-dissipating block unloading site near the quay. Conventionally, the wave-dissipating block is installed by a large crane installed at the temporary storage site and the unloading site. Loading into the trailer and unloading of the wave-dissipating block from the trailer. Since these large cranes are not required after the completion of construction, they are usually procured and installed by lease.
JP 2004-142837 A JP 2003-522697 A

しかし、長期間にわたる消波工の期間中に仮置き場と搬出場所とのそれぞれに大型クレーンを設置することは、これらのクレーンをリースにて調達した場合、そのリース料が非常に高額となるだけでなく、これら両方の場所に玉掛け作業員を配置する必要などがあり、非常に不経済であるという問題があった。また、大型クレーンでの消波ブロックの積み込みおよび積み降ろしにはある程度時間と手間とがかかることから、これら両地点間の消波ブロックの運搬効率も悪いという問題があった。   However, the installation of large cranes at the temporary storage site and the unloading site during the long-term wave-extinguishing work only increases the lease fee when these cranes are procured through leases. Not only that, it is necessary to place slinging workers in both places, which is very uneconomical. Moreover, since loading and unloading of the wave-dissipating block with a large crane takes a certain amount of time and labor, there is a problem that the efficiency of conveying the wave-dissipating block between these two points is poor.

そこで、本発明は、かかる問題を解決し、クレーン2基を用いる従来の方法よりも経済的でかつ運搬効率の向上が図られる消波ブロックなどの重量物の運搬システムおよび運搬方法を提供することを目的とする。   Accordingly, the present invention provides a system and method for transporting heavy objects such as a wave-dissipating block that solves such problems and is more economical than conventional methods using two cranes and improves transport efficiency. With the goal.

前記目的は、本発明の一局面によれば、昇降動可能な荷台を備えた運搬車両と、その幅方向両側にそれぞれ張り出した状態で前記荷台上に載置され、重量物として消波ブロックを積載可能であり、垂直に立設された状態と水平な状態との間で回動可能な手摺を、当該運搬車両の長さ方向両端部に対向して備える運搬架台と、荷役地に前記運搬車両が進入可能な間隔だけ離して配設され、その間に前記荷台を上昇状態にして所定位置まで進入した前記運搬車両が当該荷台を下降させた場合に前記運搬架台の両端部をそれぞれ頂部で受けて当該運搬架台を架橋状態に支持する少なくとも1対の固定受架台とを有することを特徴とする重量物の運搬システムによって達成される。
According to one aspect of the present invention, the object is to provide a transport vehicle having a platform that can be moved up and down, and to be placed on the platform in a state of projecting on both sides in the width direction, and to provide a wave-dissipating block as a heavy object. A transport stand that can be loaded and pivoted between a vertically erected state and a horizontal state, facing both ends in the longitudinal direction of the transport vehicle, and the transport to the handling area The vehicle is disposed at an interval that allows the vehicle to enter, and when the transporting vehicle that has moved up to a predetermined position with the loading platform raised in the meantime lowers the loading platform, both ends of the transportation platform are received at the tops, respectively. And at least one pair of fixed cradle for supporting the transport cradle in a bridged state.

また、前記目的は、本発明の別の局面によれば、第1荷役地において、昇降動可能な荷台を備える運搬車両の当該荷台上に、当該運搬車両の長さ方向両端部に垂直に立設された状態と水平な状態との間で回動可能な手摺を備える運搬架台を当該運搬車両の幅方向両側からそれぞれ張り出させ載置し、その上に重量物として消波ブロックを積載した上で前記運搬車両によって第2荷役地まで運搬し、そこで前記運搬車両の荷台の幅よりも僅かに大きい間隔だけ離して配設された1対の固定受架台の間に前記荷台を上昇状態にして所定位置まで進入した前記運搬車両が前記荷台を下降させ、前記手摺が垂直に立設した状態の前記運搬架台の両端部をそれぞれ前記固定受架台の頂部で受けて該運搬架台を架橋状態に支持保管するようにしたことを特徴とする重量物の運搬方法によって達成される。
In addition, according to another aspect of the present invention, the object is to stand vertically on both ends of the transport vehicle in the longitudinal direction on the transport platform of the transport vehicle including a load platform capable of moving up and down in the first cargo handling place. A transport stand provided with handrails that can rotate between the installed state and the horizontal state is placed by projecting from both sides in the width direction of the transport vehicle, and a wave-dissipating block is loaded thereon as a heavy object The transport vehicle is transported to the second loading place by the transport vehicle, and the load platform is raised between a pair of fixed cradles spaced apart by a distance slightly larger than the width of the transport platform of the transport vehicle. The transport vehicle that has entered to a predetermined position lowers the loading platform, and receives both ends of the transport platform in a state where the handrail is erected vertically at the top of the fixed support platform to bring the transport platform into a bridged state. Special support for storage It is achieved by the method for transporting heavy to.

本発明の重量物の運搬システムおよび運搬方法によれば、少なくとも一方の荷役地においてクレーンを用いた荷役を省略できるので、従来のクレーン2基を設置する場合よりも費用や玉掛け作業者の配置の点で経済的となり、運搬効率の向上も図られる。   According to the heavy material transport system and the transport method of the present invention, since handling with a crane can be omitted in at least one of the cargo handling places, the cost and the arrangement of slinging workers can be reduced more than when two conventional cranes are installed. In this respect, it becomes economical and the transportation efficiency is improved.

次に、海岸岸壁などにおける消波工に多用される消波ブロックの運搬を例にとり、添付図面を参照して本発明の重量物の運搬システムについて詳細に説明する。以下では、消波ブロックとして放射状に延びる4本の截頭円錐脚を備えるテトラポッド(登録商標)が用いられるものとする。消波ブロック10の製作に当たっては、通常、消波工を行おうとする岸壁の近隣地域に消波ブロック製作プラントが仮設される。この製作プラントでは、まずコンクリートの密度、消波工後の表のり面の設計勾配および設計波高などのデータを用い、ハドソンの式によって消波ブロックの所要質量が決定され、これに対応する容積を備える鋼製の型枠内にコンクリートを流し込んで硬化させた後に離型して所定の条件下で養生させることで、消波ブロック10が製作される。このようにして得られた通常の質量が0.5〜80tの範囲の各種の消波ブロックは、積み込み地である仮置き場に仮置きされる。また、この消波ブロックの運搬車両には昇降動可能な荷台を備えるトレーラーが用いられ、積み込み地における消波ブロックの運搬車両への積み込みには、クレーンが用いられるものとする。   Next, taking as an example the conveyance of a wave-dissipating block frequently used for wave-dissipation work on a coastal quay or the like, the heavy-material conveying system of the present invention will be described in detail with reference to the accompanying drawings. In the following, it is assumed that Tetrapod (registered trademark) having four truncated conical legs extending radially as a wave-dissipating block is used. In the production of the wave-dissipating block 10, a wave-dissipating block production plant is usually temporarily installed in the vicinity of the quay where the wave-dissipating work is to be performed. In this manufacturing plant, first, the required mass of the wave-dissipating block is determined by Hudson's formula using data such as the density of concrete, the design slope of the surface slope after wave-dissipation, and the design wave height, and the volume corresponding to this is determined. The wave-dissipating block 10 is manufactured by pouring concrete into a steel mold provided and hardening it, and then releasing the mold and curing it under predetermined conditions. The various wave-dissipating blocks having a normal mass in the range of 0.5 to 80 t thus obtained are temporarily placed in a temporary storage place that is a loading place. In addition, a trailer having a bed that can be moved up and down is used for the transport vehicle of the wave-dissipating block, and a crane is used for loading the wave-dissipating block on the transport vehicle at the loading site.

図1は、本発明の重量物の運搬システムおよび運搬方法の一例を説明する図である。この図において、符号10は消波ブロック、12は運搬架台、20はクレーン、30はトレーラー、31はその荷台、40および46は固定受架台である。また、図2は、図1(b)の拡大図を含み、トレーラーの荷台への消波ブロックの積載状態を示す図であり、図3は図1における(c−1)および(c−2)の拡大図である。さらに、図4は、消波ブロックが載置された固定受架台をトレーラーの進入方向に直角な方向から見た図である。   FIG. 1 is a diagram illustrating an example of a heavy material transport system and a transport method according to the present invention. In this figure, reference numeral 10 is a wave-dissipating block, 12 is a transportation platform, 20 is a crane, 30 is a trailer, 31 is a loading platform, and 40 and 46 are fixed platforms. 2 includes an enlarged view of FIG. 1 (b), and is a diagram showing a state in which the wave-dissipating block is loaded on the trailer loading platform, and FIG. 3 shows (c-1) and (c-2) in FIG. ) Is an enlarged view. Further, FIG. 4 is a view of the fixed cradle on which the wave-dissipating block is placed as viewed from a direction perpendicular to the direction in which the trailer enters.

運搬架台12は、図2または図3に示すように、互いに平行に配設された2本の長尺の支持用骨材R1、R2と、これら両骨材R1、R2を略平行に固定するために、これらの両端同士を連結する所定の長さの縦材13、13との組合せからなる平面視略ロの字状の骨格構造を備えている。なお、運搬架台12は、その底面がトレーラー30の荷台に載置可能な形状を備え、消波ブロック10をこの上に積載できる構造および強度特性を備えていれば、前記の骨格構造を含むか否かやその全体的な形状および構造について特に制限されない。   As shown in FIG. 2 or FIG. 3, the transport frame 12 fixes two long supporting aggregates R1 and R2 arranged in parallel to each other, and both the aggregates R1 and R2 in a substantially parallel manner. For this purpose, a skeleton structure having a substantially rectangular shape in plan view, which is a combination of longitudinal members 13 and 13 having a predetermined length for connecting both ends thereof, is provided. If the transportation platform 12 has a shape that allows the bottom surface to be placed on the loading platform of the trailer 30 and has a structure and strength characteristics that allow the wave-dissipating block 10 to be loaded thereon, does the transportation platform 12 include the skeleton structure described above? No particular limitation is imposed on the overall shape and structure.

前記骨格構造のうちで、支持用骨材R1,R2は、これらのそれぞれで消波ブロック12を運搬架台12の上に積載する際に該消波ブロック12の放射状に延びる3本の截頭円錐脚の先端部分を直接受ける主要な部材である。したがって、支持用骨材R1、R2のそれぞれは、これらの中間領域で消波ブロック12を支え当該領域にその荷重を受けた状態で、長さ方向両端が支持されて架橋状態とされた場合でもたわみなどの変形をほとんど起こさないだけの剛性(強度特性)を有していることが必要とされる。図2および図3では、これらはそれぞれ同等の長さの3本のH型鋼をそれぞれのウェブを鉛直方向に向けて水平に揃えて並べ、公知の連結具などを用いてこれらを互いに連結した構造とされている。連結すべきH型鋼のサイズや本数は、運搬架台の上に積載される消波ブロック10の質量などを考慮し、所定の安全率を用いて適宜設定することができる。
Among the skeletal structures, the supporting aggregates R1 and R2 are three truncated cones that extend radially of the wave-dissipating block 12 when the wave-dissipating block 12 is loaded on the carrier base 12, respectively. It is the main member that directly receives the tip of the leg. Therefore, each of the supporting aggregates R1 and R2 supports the wave-dissipating block 12 in these intermediate regions and receives the load in the region, and even when both ends in the longitudinal direction are supported and in a crosslinked state. It is required to have rigidity (strength characteristics) that hardly causes deformation such as deflection. In FIG. 2 and FIG. 3, these are structures in which three H-shaped steels of the same length are arranged with their respective webs aligned horizontally in the vertical direction, and these are connected to each other using a known connector or the like. It is said that . The size and number of the H-shaped steels to be connected can be appropriately set using a predetermined safety factor in consideration of the mass of the wave-dissipating block 10 loaded on the transportation platform.

また、支持用骨材R1、R2の長さは、運搬架台12を載置しようとするトレーラー30の荷台31の幅よりも大きく設定される。具体的には、各支持用骨材R1、R2の全長は、トレーラー30の荷台31の幅よりも約1〜2m程度長く設定するのが好ましい。このような長さに設定しておくことで、後述するように、隣り合う固定受架台の頂部で各支持用骨材R1、R2の両端部をそれぞれ確実に支持し、当該各支持用骨材R1、R2によって固定受架台の頂部間を架橋することができるようになる。   Further, the length of the supporting aggregates R1 and R2 is set to be larger than the width of the loading platform 31 of the trailer 30 on which the transport platform 12 is to be placed. Specifically, the total length of each of the supporting aggregates R1 and R2 is preferably set to be about 1 to 2 m longer than the width of the loading platform 31 of the trailer 30. By setting such a length, as will be described later, both ends of each of the supporting aggregates R1 and R2 are securely supported at the top of the adjacent fixed cradle, and each of the supporting aggregates is supported. R1 and R2 can bridge between the tops of the fixed cradle.

また、運搬架台12は、図2および図3に示すように、支持用骨材R1、R2および縦材13、13からなる骨格構造で囲まれる略矩形の開口を塞ぐように設けられた足場板材121と、各支持用骨材R1、R2の外側面に全長にわたりこれらに直角な方向にそれぞれブラケット125、126を介して設けられた足場板材122、123とを備えている。ブラケット125、126は、それぞれこれらの足場板材122、123の裏面をその幅方向に平行に支持する水平材と、これに一端が固定されて当該水平材を略水平に保持する斜め材とで構成されている。このブラケット125、126は、足場板材122、123の支持用骨材R1、R2の配設方向両端にそれぞれ、また必要に応じて中間領域にも設けることができる。支持用骨材R1,R2の全長とともに、ブラケット125、126の水平材のサイズを適宜設定することで、足場板材121の長さ方向両端部分のみならず、足場板材122、123についても消波ブロック10の周囲における作業者の歩廊としての機能を果たすことができる。なお、このブラケットに代えて、他の公知の支持用金具を用いることもできる。   Further, as shown in FIGS. 2 and 3, the transport frame 12 is a scaffold plate material provided so as to close a substantially rectangular opening surrounded by a skeleton structure composed of supporting aggregates R <b> 1 and R <b> 2 and vertical members 13 and 13. 121, and scaffolding plates 122 and 123 provided on brackets 125 and 126, respectively, in the direction perpendicular to the outer surfaces of the supporting aggregates R1 and R2 over the entire length. Each of the brackets 125 and 126 is composed of a horizontal material that supports the back surfaces of the scaffold plates 122 and 123 in parallel to the width direction thereof, and an oblique material that is fixed at one end to hold the horizontal material substantially horizontally. Has been. The brackets 125 and 126 can be provided at both ends in the arrangement direction of the supporting aggregates R1 and R2 of the scaffold plates 122 and 123, respectively, and in an intermediate region as necessary. By appropriately setting the size of the horizontal members of the brackets 125 and 126 together with the total length of the supporting aggregates R1 and R2, the wave-dissipating block is applied not only to the both ends in the length direction of the scaffold plate 121 but also to the scaffold plates 122 and 123. It is possible to fulfill the function of a worker's walkway around the area 10. In addition, it replaces with this bracket and other well-known support metal fittings can also be used.

各足場板材122、123の長手方向の外側の端部には、これらに垂直に立設可能な手摺14,14が設けられている。この手摺14は、その根元が軸支されており、前記の垂直に立設された状態から支持用骨材R1、R2の配設方向に直角な方向外側に水平な状態となるまで回動させることができるようになっている。
Handrails 14 and 14 that can stand upright vertically are provided at the outer ends of the scaffold plates 122 and 123 in the longitudinal direction. The handrail 14 is pivotally supported at its base, and is rotated from the vertically standing state to a horizontal state outside the direction perpendicular to the direction in which the supporting aggregates R1 and R2 are disposed. Be able to.

トレーラー30は、消波ブロック10の運搬に適し、当該ブロック10を積載可能程度の大きさの幅および長さを有し、全面が鉛直方向に所定の距離だけ昇降動可能な荷台31を備えている。荷台31の昇降動作には、公知の機構を採用できる。この荷台31およびその昇降動の機構を除くトレーラー車体や運転席などの形状および構造には特に限定されない。また、重量物を運搬可能であり、荷台が昇降動可能に構成されていれば、トレーラーに限られず、他の運搬車両を用いることもできる。   The trailer 30 is suitable for transporting the wave-dissipating block 10, has a width and length that are large enough to load the block 10, and includes a loading platform 31 that can move up and down by a predetermined distance in the entire vertical direction. Yes. A known mechanism can be adopted for the lifting operation of the loading platform 31. There are no particular restrictions on the shape and structure of the trailer vehicle body or the driver's seat, excluding the loading platform 31 and its lifting mechanism. Moreover, if a heavy article can be conveyed and the loading platform is configured to be able to move up and down, it is not limited to a trailer, and other conveying vehicles can be used.

積み降ろし地には、図3に示すように、複数の固定受架台(40、46)が任意の方向に隣り合うもの同士が互いに対をなして所定の間隔だけ離して配列されている。隣り合う固定受架台間の間隔は、トレーラー30の少なくとも荷台の部分がこれらの間に進入できる程度にその幅よりも僅かに大きく、かつ荷台上におけるトレーラーの幅方向両側にそれぞれ張り出した運搬架台12の両端部をその頂部で直接受けて支持可能な範囲に適宜設定される。ここで、固定受架台40は、当該配列の両端部に配設され、運搬架台12の側方から同一方向に突出する支持用骨材R1、R2の一端部をその幅と略同等の幅でかつこれらの荷台31から張り出した長さと略同等の長さの領域を有する頂部に載置支持するように構成されている(図3および図4参照)。また、固定受架台46は当該配列の両端を除く位置に配設され、両側から2つの運搬架台12,12における対向して張り出した一端部をその幅と略同等の幅でかつこれらの荷台31から張り出した長さと略同等の長さの領域を有する頂部でそれぞれ載置支持するものである(後者の頂部の面積は前者のそれの略2倍程度に設定されている。)。これらの固定受架台40、46によって運搬架台12が架橋状態に支持可能とされる。   As shown in FIG. 3, a plurality of fixed cradles (40, 46) adjacent to each other in an arbitrary direction are paired with each other and arranged at predetermined intervals on the loading / unloading place. The distance between the adjacent fixed cradle is slightly larger than the width of the trailer 30 so that at least a part of the cargo bed can enter between them, and the carriage 12 overhangs on both sides of the trailer in the width direction on the cargo bed. The two end portions are appropriately set within a range where they can be directly received and supported by the top portions. Here, the fixed cradle 40 is disposed at both ends of the array, and the end portions of the supporting aggregates R1 and R2 projecting in the same direction from the side of the transport cradle 12 have a width substantially equal to the width thereof. And it is comprised so that it may mount and support in the top part which has the area | region of the length substantially equivalent to the length projected from these loading platforms 31 (refer FIG. 3 and FIG. 4). Further, the fixed cradle 46 is disposed at a position excluding both ends of the arrangement, and the oppositely projecting end portions of the two transport cradles 12 and 12 from both sides have a width substantially equal to the width thereof, and these loading platforms 31. Are mounted and supported by the tops each having a region having a length approximately equal to the length of the protrusion (the area of the latter is set to approximately twice that of the former). The fixed cradle 40, 46 enables the transport gantry 12 to be supported in a bridged state.

固定受架台40、46のぞれぞれは、重量物を積載した運搬架台の荷重に耐え、頂部が所定の高さに位置するものであれば特に制限なく種々の構造を採り得るが、図3および図4に示す実施例では、支持用骨材(R1、R2)を構成するH型鋼と同様のサイズのH型鋼を所定の長さに複数裁断し、これらの裁断片を各3個揃えて並べて連結した連結体(41〜45;47〜51)を向きが交互に直角になるように積み上げて形成されている。その積み上げ高さは、トレーラー30の荷台31を昇降動させた場合の当該荷台31の上面の移動高さ(換言すれば、この上に載置される運搬架台12の下端面の移動高さ)の範囲内に適宜設定することができる。また、固定受架台40、46のトレーラー30の侵入方向における長さについては適宜設定でき、例えば荷台31からその幅方向にはみ出した運搬架台12の支持用骨材R1、R2の一端部をそれぞれ個別の固定受架台40(または46)にて支持するようにしてもよく、1個の固定受架台40(または46)にて支持するようにしてもよい。   Each of the fixed cradle 40, 46 can take various structures without particular limitation as long as it can withstand the load of the transport gantry loaded with heavy objects and the top is located at a predetermined height. 3 and FIG. 4, a plurality of H-shaped steels of the same size as the H-shaped steels constituting the supporting aggregates (R1, R2) are cut into a predetermined length, and three of these cut pieces are aligned. It is formed by stacking connected bodies (41 to 45; 47 to 51) arranged side by side so that their directions are alternately perpendicular. The stacking height is the moving height of the upper surface of the loading platform 31 when the loading platform 31 of the trailer 30 is moved up and down (in other words, the moving height of the lower end surface of the transport platform 12 mounted thereon). It can set suitably within the range. Further, the length of the fixed cradle 40, 46 in the direction in which the trailer 30 enters can be set as appropriate. For example, one end of each of the supporting aggregates R1, R2 of the transport cradle 12 that protrudes from the cargo bed 31 in the width direction is individually provided. May be supported by the fixed support base 40 (or 46), or may be supported by one fixed support base 40 (or 46).

次に、消波ブロック製作プラントで製作された消波ブロックが第1荷役地である積み込み地(仮置き場)に多数仮置きされているものとし、この消波ブロックを第2荷役地である積み下ろし地(搬出場所)に運搬する場合を例にとり、本発明の重量物の運搬方法について説明する。まず、消波ブロック運搬用のトレーラー30の荷台31に、その幅方向に支持用骨材R1、R2が向くように、またこれらの骨材R1、R2の両端部が荷台31の両側からそれぞれ同程度の長さ分だけ張り出すように運搬架台12を載置する。このとき、必要であれば、トレーラーの移動中に荷台31の上でこの運搬架台12がずれないように、公知の固定具などを用いて荷台31と運搬架台12とを固定しておくことができる。
Next, it is assumed that a number of wave-dissipating blocks manufactured at the wave-dissipating block production plant are temporarily placed in the loading place (temporary storage area) that is the first cargo handling place, and this wave-dissipating block is unloaded as the second cargo handling place. Taking the case of transporting to the ground (unloading place) as an example, the method for transporting heavy objects of the present invention will be described. First, the supporting aggregates R1 and R2 face the loading platform 31 of the wave-dissipating block transport trailer 30 in the width direction, and both ends of the aggregates R1 and R2 are the same from both sides of the loading platform 31. The transportation platform 12 is placed so as to overhang by a certain length. At this time, if necessary, as the transport frame 12 is not deviated on the loading platform 31 during movement of the trailer, it is kept still the loading platform 31 and the transport frame 12 by using a known fastener it can.

このように運搬架台12を荷台31の上に載置(固定)したトレーラー30を消波ブロック10の仮置き場(積み込み地)に移動させ、大型クレーンを用いて消波ブロック10を運搬架台12の上に積み込む。このとき、必要であれば、公知の固定具などを用いて消波ブロック10を運搬架台12の上に固定するようにしてもよい。その後、消波ブロック10を積載したトレーラー30を積み降ろし地に移動させる。   In this way, the trailer 30 on which the transport platform 12 is placed (fixed) on the loading platform 31 is moved to the temporary storage place (loading place) of the wave-dissipating block 10, and the wave-dissipating block 10 is attached to the transport platform 12 using a large crane. Load on top. At this time, if necessary, the wave-dissipating block 10 may be fixed on the transportation platform 12 using a known fixture or the like. Thereafter, the trailer 30 loaded with the wave-dissipating block 10 is loaded and unloaded.

積み降ろし地では、固定受架台40、46、46、・・・の列において隣り合う1対の固定受架台40と46、または46と46の間に運搬架台12が載置されていないことを確認した上で、当該載置されていない固定受架台40,46(または46、46)の間に荷台31を上昇状態にしてトレーラー30を前進または後退させて進入させる。このとき、運搬架台12と荷を31との間を固定するのに固定具を用いている場合には、当該固定具を外し、荷台31と運搬架台12との固定を解除しておく。この固定具の取り外しは、予め固定受架台40、46の列に進入する前に行なうことができる。運搬架台12における支持用骨材R1、R2の長さ方向両端部が固定受架台40、46の上方に位置したところでトレーラー30の荷台31を下降させ、支持用骨材R1、R2の両端部をそれぞれ固定受架台40または46の頂部で直接受けて運搬架台12がこれらの頂部間に架橋状態に支持されるようにする。荷台31についてはさらに下降させ、荷台31の上面と固定受架台40または46の上に載置支持された運搬架台12の下面との間に間隙が生じる状態とし、固定受架台の間からトレーラー30を退出させる。これにより、隣り合う固定受架台の頂部間に運搬架台12が架橋された状態に支持され、その状態で保管することが可能となる。   In the loading / unloading place, it is confirmed that the carriage 12 is not placed between a pair of adjacent fixed cradles 40 and 46 or 46 and 46 in the row of the fixed cradles 40, 46, 46,. After confirming, the trailer 30 is moved forward or backward to enter the fixed cradle 40, 46 (or 46, 46) that is not placed, with the cargo bed 31 raised. At this time, when a fixture is used to fix the transportation platform 12 and the load 31, the fixture is removed and the loading platform 31 and the transportation platform 12 are unlocked. This fixing tool can be removed before entering the row of the fixed support bases 40 and 46 in advance. When both ends in the length direction of the support aggregates R1 and R2 in the transport platform 12 are located above the fixed supports 40 and 46, the loading platform 31 of the trailer 30 is lowered, and both ends of the support aggregates R1 and R2 are moved. Receiving directly at the top of each fixed cradle 40 or 46, the transport cradle 12 is supported in a bridged state between the tops. The loading platform 31 is further lowered so that a gap is generated between the upper surface of the loading platform 31 and the lower surface of the transportation platform 12 mounted and supported on the fixed cradle 40 or 46. To leave. Thereby, the conveyance stand 12 is supported in the bridge | crosslinking state between the top parts of the adjacent fixed stand, and it becomes possible to store in that state.

1対の固定受架台40,46(または46,46)の間を退出したトレーラー30は、工事計画に従い必要な場合には、再び荷台31の上に運搬架台12を載置し、これを必要に応じて固定した状態で積み込み地まで移動し、前記の運搬方法を繰り返すことが可能となる。   The trailer 30 that has exited between the pair of fixed cradles 40 and 46 (or 46 and 46), if necessary according to the construction plan, again places the transport cradle 12 on the carrier 31 and needs this. Accordingly, it is possible to move to the loading place in a fixed state and repeat the transportation method.

以上説明したように本発明の運搬システムおよび運搬方法を用いることで、積み込み地においてクレーンを用いて重量物をトレーラーに積み込み、トレーラーの運搬先である積み降ろし地ではクレーンを用いた荷役作業を省略できるので、クレーンに係る費用および玉掛け作業者の配置が不要となり経済性が向上するとともに、長時間を要するクレーンによる積み込み、積み降ろし作業を半減できるので、結果として消波ブロック運搬の効率化も図られる。   As described above, by using the transport system and transport method of the present invention, a heavy object is loaded onto a trailer using a crane at the loading site, and the handling work using the crane is omitted at the unloading site where the trailer is transported. As a result, the cost associated with the crane and the placement of slinging workers are not required, and the economy is improved, and the loading and unloading operations with a crane that requires a long time can be halved, resulting in improved efficiency of carrying the wave-dissipating block. It is done.

なお、前記実施形態では、運搬車両が往復する2つの荷役地において、積み降ろし地に固定受架台を設置しているが、例えば積み込み地に固定受架台を設置し、前記の方法と逆の方法で重量物を運搬することも可能である。この場合、隣り合う固定受架台の上に重量物を積載した運搬架台を架橋状態に載置しておき、この隣り合う固定受架台の間に荷台を下降状態にしたトレーラーを進入させた上で当該荷台を上昇させ、前記運搬架台を前記固定受架台から浮かせた状態で支持したまま、前記固定受架台の間を抜け出、前記荷台の高さを例えば下降状態にするなど適宜調整して積み下ろし地まで運搬することとなる。   In the embodiment described above, the fixed cradle is installed at the loading / unloading place in the two loading / unloading places where the transport vehicle reciprocates. For example, the fixed cradle is installed at the loading place, and the method opposite to the above method is used. It is also possible to carry heavy objects with. In this case, a transport platform loaded with heavy objects is placed in a bridged state on the adjacent fixed stand, and a trailer with the load platform lowered is inserted between the adjacent fixed stands. The loading platform is lifted, and while the transport platform is supported in a state of being lifted from the fixed suspension platform, the loading platform is unloaded by appropriately adjusting the height of the loading platform, for example, by lowering the loading platform. It will be transported to.

本発明の重量物の運搬方法の一例として消波ブロックの運搬方法を説明する図である。It is a figure explaining the conveyance method of a wave-dissipating block as an example of the conveyance method of the heavy article of this invention. 図1中、(b)のトレーラーの荷台上での消波ブロックの積載状態を示す図である。It is a figure which shows the loading state of the wave-dissipating block on the loading platform of the trailer of (b) in FIG. 図1中、(c−1)および(c−2)の拡大図である。FIG. 2 is an enlarged view of (c-1) and (c-2) in FIG. 1. 図3の固定受架台上の消波ブロックおよび運搬架台を左側方から見た図である。It is the figure which looked at the wave-dissipating block and conveyance stand on the fixed stand of FIG. 3 from the left side.

符号の説明Explanation of symbols

10 消波ブロック
12 運搬架台
121、122、123 足場板材
13 縦材
14 端部手摺
15 手摺付階段
30 トレーラー
31 荷台(昇降動可能)
40、46 固定受架台
R1、R2 支持用骨材
DESCRIPTION OF SYMBOLS 10 Wave-dissipating block 12 Carriage stand 121,122,123 Scaffold board | plate material 13 Vertical member 14 End part handrail 15 Stairway 30 with a handrail Trailer 31 Cargo bed (movable up and down)
40, 46 Fixed cradle R1, R2 Support aggregate

Claims (2)

昇降動可能な荷台を備えた運搬車両と、その幅方向両側にそれぞれ張り出した状態で前記荷台上に載置され、重量物として消波ブロックを積載可能であり、垂直に立設された状態と水平な状態との間で回動可能な手摺を、当該運搬車両の長さ方向両端部に対向して備える運搬架台と、荷役地に前記運搬車両が進入可能な間隔だけ離して配設され、その間に前記荷台を上昇状態にして所定位置まで進入した前記運搬車両が当該荷台を下降させた場合に前記運搬架台の両端部をそれぞれ頂部で受けて当該運搬架台を架橋状態に支持する少なくとも1対の固定受架台とを有することを特徴とする重量物の運搬システム。 A transport vehicle equipped with a platform that can be moved up and down, a vehicle mounted on the platform in a state of projecting on both sides in the width direction, a wave-dissipating block can be loaded as a heavy object, and a vertically installed state A handrail capable of rotating between a horizontal state and a transport stand provided opposite to both ends in the longitudinal direction of the transport vehicle, and disposed at an interval at which the transport vehicle can enter a cargo handling area, In the meantime, when the transport vehicle that has moved up to a predetermined position with the loading platform raised is lowered the loading platform, at least one pair that receives both ends of the transportation platform at the top and supports the transportation platform in a bridged state. A heavy material transport system comprising: a fixed cradle. 第1荷役地において、昇降動可能な荷台を備える運搬車両の当該荷台上に、当該運搬車両の長さ方向両端部に垂直に立設された状態と水平な状態との間で回動可能な手摺を備える運搬架台を当該運搬車両の幅方向両側からそれぞれ張り出させ載置し、その上に重量物として消波ブロックを積載した上で前記運搬車両によって第2荷役地まで運搬し、そこで前記運搬車両の荷台の幅よりも僅かに大きい間隔だけ離して配設された1対の固定受架台の間に前記荷台を上昇状態にして所定位置まで進入した前記運搬車両が前記荷台を下降させ、前記手摺が垂直に立設した状態の前記運搬架台の両端部をそれぞれ前記固定受架台の頂部で受けて該運搬架台を架橋状態に支持保管するようにしたことを特徴とする重量物の運搬方法。
In the first cargo handling place, it is possible to rotate between a state of being vertically installed on both ends of the transport vehicle in the longitudinal direction and a horizontal state on the transport platform of the transport vehicle having a lift platform capable of moving up and down. The carrier frame provided with the handrails is placed so as to protrude from both sides in the width direction of the carrier vehicle, and after the wave-dissipating block is loaded thereon as a heavy object, the carrier vehicle is carried to the second loading place by the carrier vehicle. The transport vehicle that has entered the predetermined position with the load platform raised between a pair of fixed cradles spaced apart by a distance slightly larger than the width of the load platform of the transport vehicle lowers the load platform, A heavy article transporting method characterized in that both ends of the transport stand in a state where the handrail stands vertically are received at the top of the fixed stand, and the transport stand is supported and stored in a bridged state. .
JP2008153589A 2008-06-11 2008-06-11 Heavy material transport system and transport method Expired - Fee Related JP5322506B2 (en)

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