JP4579118B2 - Heavy structure moving device - Google Patents

Heavy structure moving device Download PDF

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JP4579118B2
JP4579118B2 JP2005285122A JP2005285122A JP4579118B2 JP 4579118 B2 JP4579118 B2 JP 4579118B2 JP 2005285122 A JP2005285122 A JP 2005285122A JP 2005285122 A JP2005285122 A JP 2005285122A JP 4579118 B2 JP4579118 B2 JP 4579118B2
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frame
plate
heavy structure
moving device
movable clamp
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JP2007092448A (en
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吉政 内藤
和憲 岡田
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間瀬建設株式会社
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Description

本発明は、例えばビルディングや家屋、更に橋梁等の重構造物を移動させる際に用いて好適な重構造物移動装置に関するものである。   The present invention relates to a heavy structure moving apparatus suitable for use in moving heavy structures such as buildings, houses, and bridges.

ビルディングや橋梁等の重構造物を移動させる場合、従来は重構造部の重量を舟板鉄板、サンドル、楔、なじみ板からなる転動装置を介して、図10に示すように路盤材31上に適宜間隔で配設したコロ棒32に伝えていた。なお、路盤材31は鉄道用レール等の所謂H型鋼であり、この路盤材31を構成する上側板31aにレールクランプや推進ジャッキ(何れも図示せず)が設けられ、レールクランプを支点として構造物荷重から反力をとり、推進ジャッキにより重構造物を押すことでコロ棒32を回転させ、重構造物を移動させていた。   When moving a heavy structure such as a building or a bridge, the weight of the heavy structure portion has conventionally been transferred onto a roadbed material 31 as shown in FIG. 10 via a rolling device composed of a boat plate iron plate, a sanddle, a wedge, and a conforming plate. To the roller rods 32 arranged at appropriate intervals. The roadbed material 31 is a so-called H-shaped steel such as a rail for rail, and a rail clamp and a propulsion jack (none of which are not shown) are provided on the upper plate 31a constituting the roadbed material 31, and the rail clamp is used as a fulcrum. The reaction force was taken from the load of the object, and the heavy structure was moved by pushing the heavy structure with the propulsion jack, thereby rotating the heavy structure.

上記したような従来の重構造物移動装置にあっては、ジャッキストロークに合わせてレールクランプの盛り替え、移動量に合わせたコロ棒の盛り替えが必要になる。レールクランプの盛り替えには、ジャッキストロークの寸法合わせ、楔の外し、レールクランプの移動、楔の打ち込み作業等が必要になる。
また、コロ棒の盛り替えを行うため、移動量に合わせて常時作業員が監視を行う必要がある。
一方、移動経路を構成する路盤材として、汎用性の少ない鉄道用レールが用いられることが多いが、その設置時には不陸や誤差が生じる。また、コロ棒32は、本来は図12に実線で示すように路盤材31に対し直交するように配設されるのであるが、移動中に想像線で示すように位置ずれしたり、甚だしい場合には脱落することもある。このようなコロ棒32の向きのずれ、荷重の掛かり方の違いによって、或いは他の移動装置との押し方の違いから偏心力が働き、移動装置同士が競り合う現象が発生することがある。
In the conventional heavy structure moving device as described above, it is necessary to change the rail clamp according to the jack stroke and the roller rod according to the amount of movement. The replacement of the rail clamp requires adjusting the jack stroke dimension, removing the wedge, moving the rail clamp, and driving the wedge.
In addition, since the roller rods are changed, it is necessary for the worker to constantly monitor according to the amount of movement.
On the other hand, railroad rails with less versatility are often used as the roadbed material constituting the moving route, but unevenness and errors occur during the installation. In addition, the roller rod 32 is originally disposed so as to be orthogonal to the roadbed material 31 as indicated by a solid line in FIG. May fall off. Due to such a deviation in the direction of the roller rod 32, a difference in how the load is applied, or due to a difference in the method of pushing with another moving device, an eccentric force may act, causing a phenomenon in which the moving devices compete with each other.

本発明は、前記のような問題点に鑑みてなされたものであり、その目的は、路盤材に移動可能に固定される可動式クランプ、重構造物を載置した状態で押動する押動部材、押動部材を付勢する駆動部材等を連結して重構造物を連続的に移動させるように構成した重構造物移動装置を提供することにある。   The present invention has been made in view of the above-mentioned problems, and its purpose is a movable clamp that is movably fixed to a roadbed material, and a push that pushes in a state in which a heavy structure is placed. An object of the present invention is to provide a heavy structure moving device configured to connect a member, a drive member that urges a pushing member, and the like to continuously move the heavy structure.

本発明の目的は、下記構成により達成される。
予め敷設した路盤材上に重構造物を載置し、前記重構造物を付勢して所定方向に移動させる重構造物移動装置であって、前記路盤材の側面に沿って移動する平板状の摺動部材と、前記摺動部材の上に載置されて前記摺動部材を収容状態で移動する第1の枠体と、前記第1の枠体に積層される第2の枠体と、前記第2の枠体に収容された状態で前記重構造物を載置する平板状の弾性体と、積層された前記第1及び第2の枠体間に挿入される楔型部及び前記第1の枠体の一端に当接して所定方向に付勢する当接部を設けた押動部材と、前記路盤材の上側板の一端に移動可能に挟み込まれた状態で使用される可動式クランプと、前記押動部材と前記可動式クランプとにそれぞれ前後で連結され動力制御に応じて前記可動式クランプを支点として1ストローク分前記押動部材を付勢する駆動部材と、を備えた重構造物移動装置において、前記可動式クランプは、平型四角形に形成した鋼材の一側面に楔型の空間を対向するように形成した挿入部が形成され、前記挿入部の表面に前記上側板への食い込みをよくするための鋸歯状の歯が形成されたことにより、前記駆動部材を駆動すると、前記可動式クランプが当初の垂直位置から前記駆動部材の駆動方向と逆方向に傾斜して前記鋸歯状の歯が前記上側板の上側面と下側面とに食い込み固定状態になることを特徴とする重構造物移動装置
また、前記可動式クランプの前記駆動方向と直角な面に、他の可動式クランプと連結する連結シャフトが固定されることを特徴とする重構造物移動装置。
また、前記路盤材が、上下一対の鋼板と、前記鋼板間を連結する連結部とを備えたH型鋼であることを特徴とする重構造物移動装置。
また、前記路盤材を構成する上下一対の鋼板間に挿入される板材と、前記板材の一端を溝部に差し込んだ状態で前記板材と前記鋼板との間に圧入される圧入部材とからなる補強部材により、前記路盤材を補強することを特徴とする重構造物移動装置。
また、前記第2の枠体の突状枠部と前記平板状の弾性体との間に所定間隔の隙間が形成されていることを特徴とする重構造物移動装置。
The object of the present invention is achieved by the following configurations.
Placing the previously laid the roadbed on the heavy construction, the a to urge the heavy construction heavy construction moving device that moves in a predetermined direction, flat plate moves along the side surface of the roadbed A first frame that is placed on the sliding member and moves in a housed state, and a second frame that is stacked on the first frame. A plate-like elastic body for placing the heavy structure in a state of being accommodated in the second frame body, a wedge-shaped portion inserted between the stacked first and second frame bodies, and A push member provided with a contact portion that comes into contact with one end of the first frame body and urges it in a predetermined direction, and a movable type used in a state of being movably sandwiched between one end of the upper plate of the road base material clamp and one scan as a fulcrum the movable clamp in accordance with each concatenated force control before and after the said movable clamp and the pressing member In the heavy construction moving device having a driving member for urging the stroke amount the pressing member, wherein the movable clamp, so as to face the space wedge on one side of the steel material formed in flat rectangle When the drive member is driven by forming the formed insertion portion and forming the serrated teeth on the surface of the insertion portion to improve the biting into the upper plate, the movable clamp is moved to the original position. The heavy structure moving device characterized in that the sawtooth teeth are bitten into the upper side surface and the lower side surface of the upper plate by being inclined in a direction opposite to the driving direction of the driving member from a vertical position .
The heavy structure moving device is characterized in that a connecting shaft connected to another movable clamp is fixed to a surface perpendicular to the driving direction of the movable clamp.
Moreover, the said roadbed material is a H-shaped steel provided with a pair of upper and lower steel plates and the connection part which connects between the said steel plates, The heavy structure moving apparatus characterized by the above-mentioned.
Further, a reinforcing member comprising a plate member inserted between a pair of upper and lower steel plates constituting the roadbed member, and a press-fitting member press-fitted between the plate member and the steel plate in a state where one end of the plate member is inserted into the groove portion. The heavy structure moving device is characterized in that the roadbed material is reinforced.
The heavy structure moving device is characterized in that a gap of a predetermined interval is formed between the projecting frame portion of the second frame and the flat elastic body.

前記重構造物移動装置によれば、路盤材に移動可能に固定された可動式クランプに連結された駆動部材が動作し、駆動部材に連結された押動部材が第1の枠体を所定方向に付勢する。また、第1の枠体には路盤材に沿って摺動する平板状の摺動部材が設けられ、これに第2の枠体に収納された弾性材が積層され、その上部に重構造物が載置される。
従って、第1の枠体を付勢することにより、可動式クランプを支点として重構造物を路盤材に沿って移動させることができる。
According to the heavy structure moving device, the driving member connected to the movable clamp fixed to the roadbed material is operated, and the pushing member connected to the driving member moves the first frame in a predetermined direction. Energize to. Further, the first frame body is provided with a flat sliding member that slides along the roadbed material, and an elastic material housed in the second frame body is laminated on the first frame body, and a heavy structure is formed on the upper portion thereof. Is placed.
Therefore, by energizing the first frame, the heavy structure can be moved along the roadbed material with the movable clamp as a fulcrum.

前記路盤材は、上下一対の鋼板と、前記鋼板間を連結する連結部とを備えたH型鋼であることを特徴とする重構造物移動装置。   The heavy road moving device according to claim 1, wherein the roadbed material is an H-shaped steel including a pair of upper and lower steel plates and a connecting portion for connecting the steel plates.

前記構成によれば、敷設時に上側となる側板に可動式クランプを容易に固定することができる。   According to the said structure, a movable clamp can be easily fixed to the side plate which becomes an upper side at the time of laying.

前記駆動部材は、前記路盤材の一端に着脱自在に固定される可動式クランプに連結され、且つ可動式クランプを支点として油圧制御により伸縮するオイルジャッキであることを特徴とする重構造物移動装置。   The heavy structure moving device, wherein the driving member is an oil jack that is connected to a movable clamp that is detachably fixed to one end of the base material, and that extends and contracts by hydraulic control with the movable clamp as a fulcrum. .

前記構成によれば、オイルジャッキは可動式クランプを支点として重構造物を移動させることができ、可動式クランプとオイルジャッキとは一体に移動、位置決めを行うことができる。   According to the said structure, an oil jack can move a heavy structure by using a movable clamp as a fulcrum, and a movable clamp and an oil jack can move and position integrally.

前記路盤材を構成する上下一対の鋼板間に挿入される板材と、前記鋼板材の一端を溝部に差し込んだ状態で前記板材と前記鋼板との間に圧入される圧入部材とからなる補強部材により、前記路盤材を補強することを特徴とする重構造物移動装置。   A reinforcing member comprising a plate member inserted between a pair of upper and lower steel plates constituting the roadbed material, and a press-fitting member press-fitted between the plate member and the steel plate in a state where one end of the steel plate member is inserted into the groove portion. A heavy structure moving device for reinforcing the roadbed material.

前記構成によれば、板材の一端を圧入材に形成した溝部に差込み、次いで上下一体の鋼板間に挿入し、圧入部材を打ち込むことにより路盤材を補強することができる。   According to the said structure, a base material can be reinforced by inserting one end of a board | plate material into the groove part formed in the press-fit material, and then inserting between upper and lower integrated steel plates, and driving in a press-fit member.

前記第2の枠体の突状枠部と前記平板状の弾性体との間に所定間隔の隙間が形成されていることを特徴とする重構造物移動装置。   A heavy structure moving device, wherein a gap having a predetermined interval is formed between the projecting frame portion of the second frame and the flat elastic body.

前記構成によれば、重構造物のずれ等により平板状の弾性体が移動しても、突状枠部からはみ出したり、抜け落ちたりすることがなく、重構造物の移動中に作業員が監視したり、手直しする手間を省くことができる。   According to the above configuration, even if the flat elastic body moves due to the displacement of the heavy structure or the like, the worker does not protrude or fall off from the protruding frame portion, and the worker monitors while the heavy structure is moving. And can be saved.

以上に説明したように、本発明によれば、路盤材に移動可能に固定された可動式クランプと駆動部材である油圧ジャッキ、油圧ジャッキと押動部材とは連結し、押動部材によって重構造体を載置した第1の枠体が付勢される。第1の枠体には路盤材の側面に沿って摺動部材が固定されるとともに、第1の枠体上には第2の枠体が積層され、第2の枠体には重構造物を載置する弾性材が設けられている。従って、油圧ジャッキを駆動することにより、可動式クランプを支点として重構造物が路盤材上を移動する。
コロ棒等は不要であり、移動作業中における作業員の監視、手直し作業が不要になり、重構造物を円滑に且つ効率よく移動させることができる。
また、油圧ジャッキの1ストローク分を移動した後、可動式クランプの位置を替えるのであるが、油圧ジャッキ等と連結しているので、位置決め及び固定作業が容易であり、作業時間の短縮、作業人員の削減を図ることができる。
更に、摺動部材、弾性材の採用により、不陸、水平方向の誤差、偏心応力を最小限に抑えることができる。
また、移動予定距離完了後の横方向の微調整も容易になる等の種々の効果を奏する。
As described above, according to the present invention, the movable clamp that is movably fixed to the roadbed material and the hydraulic jack as the driving member, the hydraulic jack and the pushing member are connected, and the pushing member has a heavy structure. The first frame on which the body is placed is biased. A sliding member is fixed to the first frame body along the side surface of the roadbed material, a second frame body is laminated on the first frame body, and a heavy structure is provided on the second frame body. The elastic material which mounts is provided. Therefore, by driving the hydraulic jack, the heavy structure moves on the roadbed material with the movable clamp as a fulcrum.
A roller rod or the like is not necessary, and monitoring and reworking of the worker during the moving work is unnecessary, and the heavy structure can be moved smoothly and efficiently.
Also, after moving one stroke of the hydraulic jack, the position of the movable clamp is changed, but since it is connected to the hydraulic jack etc., positioning and fixing work is easy, shortening the work time, working personnel Can be reduced.
Furthermore, the use of sliding members and elastic materials can minimize unevenness, horizontal error, and eccentric stress.
In addition, various effects such as facilitating fine adjustment in the lateral direction after completion of the planned movement distance are achieved.

以下、本発明に係る実施形態を図面に基づいて詳細に説明する。図1は本発明の実施形態である重構造物移動装置の全体構成を示す側面図、図2は重構造物移動装置の要部構成を示す断面図、図3は重構造物移動装置の構成を示す要部の平面図、図4は第1の枠体の構成を示す要部の断面図、図5は第1及び第2の枠体の積層構造を示す要部の断面図、図6は第2の枠体の構成を示す平面図、図7は可動式クランプの構成を示す斜視図、図8は補強部材の構成を示す斜視図、図9は補強部材の固定方法を示す斜視図であり、図10は従来技術を説明するための図である。   DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments according to the present invention will be described in detail with reference to the drawings. FIG. 1 is a side view showing an overall configuration of a heavy structure moving device according to an embodiment of the present invention, FIG. 2 is a cross-sectional view showing the main configuration of the heavy structure moving device, and FIG. 3 is a configuration of the heavy structure moving device. FIG. 4 is a cross-sectional view of the main part showing the configuration of the first frame, FIG. 5 is a cross-sectional view of the main part showing the laminated structure of the first and second frames, and FIG. FIG. 7 is a perspective view showing the configuration of the movable clamp, FIG. 8 is a perspective view showing the configuration of the reinforcing member, and FIG. 9 is a perspective view showing the fixing method of the reinforcing member. FIG. 10 is a diagram for explaining the prior art.

先ず、図1〜図3を参照して本実施形態における重構造物移動装置1(以下、単に移動装置1と略称する)の構成を説明する。
移動装置1は、予め敷設した路盤材2上に重構造物3を載置した状態で、所定方向、例えば矢印A方向に移動させるものである。なお、路盤材2としては、図2に示すようにH型鋼が適用され、敷設本数は重構造物3の大きさや重量によって自在に変更される。重構造物3はビルディングや橋梁等であり、ときには7000tもの重量の構造物を移動させることがある。
重構造物3を移動させる場合、駆動部材である油圧ジャッキ5を油圧制御により駆動して、路盤材2の上側板2aの一端に移動自在に固定された可動式クランプ6を支点として、重構造物3を矢印A方向に押動する。
First, the structure of the heavy structure moving device 1 (hereinafter simply referred to as the moving device 1) in the present embodiment will be described with reference to FIGS.
The moving device 1 moves in a predetermined direction, for example, the arrow A direction, with the heavy structure 3 placed on the roadbed material 2 laid in advance. As the roadbed material 2, H-shaped steel is applied as shown in FIG. 2, and the number of laying members is freely changed depending on the size and weight of the heavy structure 3. The heavy structure 3 is a building or a bridge, and sometimes a structure having a weight of 7000 t is moved.
When moving the heavy structure 3, the hydraulic jack 5 which is a driving member is driven by hydraulic control, and the movable structure 6 is movably fixed to one end of the upper plate 2a of the roadbed material 2 and is used as a fulcrum. The object 3 is pushed in the direction of arrow A.

即ち、移動装置1の全体構成は図1〜図3に示されているが、以下に図4〜図6を参照して要部の構成を説明する。
路盤材2を構成する上側板2aの上側面に、本発明でいう平板状の摺動部材11が配設されているが、摺動部材11は長手状の第1の枠体12内に固定されている。枠体12は、図4に示すように中央部に長手方向に凹部が形成され、その内部に摺動部材11が嵌め込まれている。なお、摺動部材11の横幅Wは、上側板2aの幅W1、枠体12の内幅W2の何れよりも小になっている。但し、図5に示すように、摺動部材11の長さLは、枠体12の略全長にわたっているが、両端部は枠体12の両端部12aにより覆われている。
That is, although the whole structure of the moving apparatus 1 is shown by FIGS. 1-3, the structure of the principal part is demonstrated with reference to FIGS. 4-6 below.
The flat sliding member 11 referred to in the present invention is disposed on the upper surface of the upper plate 2a constituting the roadbed material 2, and the sliding member 11 is fixed in the first frame 12 having a long shape. Has been. As shown in FIG. 4, the frame 12 is formed with a concave portion in the longitudinal direction at the center, and the sliding member 11 is fitted therein. Note that the lateral width W of the sliding member 11 is smaller than any of the width W1 of the upper plate 2a and the inner width W2 of the frame body 12. However, as shown in FIG. 5, the length L of the sliding member 11 extends over substantially the entire length of the frame 12, but both ends are covered with both ends 12 a of the frame 12.

枠体12の上部には、押動部材13の楔部13aが位置し、その上部に第2の枠体14が位置決めされ、第2の枠体14内には平板状の弾性材15が収納されている。第2の枠体14は、図5及び図6に示すように、底の浅いトレー形状に形成され、その内部に平板状の弾性材15が収納されている。但し、弾性材15は、枠体12の内部全体を覆う大きさではなく、図2、図5、図6からわかるように枠体14の突状枠部14aとの間に隙間Gが形成されている。従って、図6に想像線で示したように、重構造物3の移動中に摩擦等により位置ずれすることがあるが、突状枠部14aに当たって位置規制され、移動中における抜け落ちや滑り落ちを防止できるように構成されている。   The wedge portion 13a of the pushing member 13 is positioned on the upper portion of the frame body 12, the second frame body 14 is positioned on the upper portion, and the flat elastic material 15 is accommodated in the second frame body 14. Has been. As shown in FIGS. 5 and 6, the second frame body 14 is formed in a tray shape with a shallow bottom, and a flat elastic material 15 is accommodated therein. However, the elastic material 15 is not of a size that covers the entire inside of the frame body 12, and a gap G is formed between the elastic material 15 and the protruding frame portion 14 a of the frame body 14 as can be seen from FIGS. 2, 5, and 6. ing. Therefore, as shown by the imaginary line in FIG. 6, the position of the heavy structure 3 may be displaced due to friction or the like during movement, but the position is restricted by hitting the projecting frame portion 14a, and slipping or slipping off during movement is prevented. It is configured to prevent it.

次に、可動式クランプ6について説明する。
可動式クランプ6は、図1に実線でまた図7に想像線で示したように上側板2aに挟み込まれた状態で使用される。可動式クランプ6は、鋼材を平型四角形に形成したものであり、一側面に楔型の空間を対向するように形成した挿入部6aが形成され、その表面には上側板2aへの食い込みをよくするために鋸歯状の歯型6bが形成されている。また、可動式クランプ6には、他の可動式クランプと連結する連結シャフト21が固定され、側面に形成された突起には油圧ジャッキ5を連結するための連結シャフト22が固定されている。なお、連結シャフト21による可動式クランプ6同士の連結状況と、連結シャフト22による油圧ジャッキ5との連結状況は図3に示されている。
Next, the movable clamp 6 will be described.
The movable clamp 6 is used in a state of being sandwiched between the upper plates 2a as indicated by a solid line in FIG. 1 and an imaginary line in FIG. The movable clamp 6 is formed by forming a steel material into a flat quadrangle. An insertion portion 6a is formed on one side so as to face a wedge-shaped space, and the surface of the movable clamp 6 bites into the upper plate 2a. In order to improve, a serrated tooth mold 6b is formed. The movable clamp 6 is fixed with a connecting shaft 21 that is connected to another movable clamp, and a protrusion 22 formed on the side surface is fixed with a connecting shaft 22 for connecting the hydraulic jack 5. The connection state of the movable clamps 6 by the connection shaft 21 and the connection state of the hydraulic jack 5 by the connection shaft 22 are shown in FIG.

そして、可動式クランプ6を上側板2aに取り付ける場合は、挿入部6aに上側板2aを差し込むだけでよいのであるが、図3のように組み立てた状態で油圧ジャッキ5を駆動すると、当初は矢印Xの位置にあったものが、矢印Yに示すように傾斜し、歯6bが上側板2aの上側面と下側面とに食い込み固定状態になる。
従って、油圧ジャッキ5による加圧が強くなるほど、言い換えれば重構造物3が重いほど強く食い込み、重構造物3を確実に押動できるようになる。
When the movable clamp 6 is attached to the upper plate 2a, it is only necessary to insert the upper plate 2a into the insertion portion 6a. However, when the hydraulic jack 5 is driven in the assembled state as shown in FIG. What is in the position of X is inclined as indicated by an arrow Y, and the teeth 6b bite into the upper side surface and the lower side surface of the upper plate 2a and become fixed.
Therefore, the stronger the pressurization by the hydraulic jack 5, in other words, the heavier the heavy structure 3 is, and the stronger the heavy structure 3 can be surely pushed.

次に、補強部材7について説明する。
補強部材7は、図8及び図9に示すように、台形状の板材7aと圧入部材7bとにより構成されている。板材7aは図8に矢印Bで示すように上側板2aと下側板2bとの間に縦方向に差し込まれるものであり、縦方向の寸法は上下側板2a,2b間の寸法よりやや小に設定されている。また、板材7aの上端部の両側には、板材7aの変形を防止する補強板7cが溶接等により一体に設けられている。
Next, the reinforcing member 7 will be described.
As shown in FIGS. 8 and 9, the reinforcing member 7 includes a trapezoidal plate material 7a and a press-fitting member 7b. The plate 7a is inserted in the vertical direction between the upper plate 2a and the lower plate 2b as indicated by an arrow B in FIG. 8, and the vertical dimension is set slightly smaller than the size between the upper and lower plates 2a, 2b. Has been. Further, reinforcing plates 7c for preventing deformation of the plate material 7a are integrally provided on both sides of the upper end portion of the plate material 7a by welding or the like.

一方、圧入部材7bは一辺が水平で他辺が傾斜した形状のものであり、長手方向に傾斜した溝部7dが形成されている。そして、補強部材7により路盤材2を補強する場合は、図9に示すように先ず板材7aを上下側板2a,2b間に差し込み、次に板材7aの下端に形成した傾斜部7eを圧入部材7bの溝部7dに差し込み、この状態で圧入部材7bをハンマー等で矢印C方向に打ち込んで固定する。
前記補強部材7の固定は、上下側板2a,2bの両側において、適宜間隔で行われる。この結果、図1及び図2に示すように、上下側板2a,2bは両側から適宜間隔で補強されることになり、上側板2aに重構造物3の重量が掛かった場合の撓みや変形を防止できる。
On the other hand, the press-fitting member 7b has a shape in which one side is horizontal and the other side is inclined, and a groove portion 7d inclined in the longitudinal direction is formed. When reinforcing the roadbed material 2 with the reinforcing member 7, as shown in FIG. 9, first, the plate material 7a is inserted between the upper and lower plates 2a and 2b, and then the inclined portion 7e formed at the lower end of the plate material 7a is press-fitted member 7b. In this state, the press-fitting member 7b is driven and fixed in the direction of arrow C with a hammer or the like.
The reinforcement member 7 is fixed at appropriate intervals on both sides of the upper and lower plates 2a and 2b. As a result, as shown in FIGS. 1 and 2, the upper and lower plates 2a and 2b are reinforced at appropriate intervals from both sides, and the upper plate 2a is bent and deformed when the weight of the heavy structure 3 is applied. Can be prevented.

次に、移動装置1の作用を説明する。
可動式クランプ6は、前記のように路盤材2に固定され、対構造の可動式クランプ6は図3に示すように連結シャフト21により連結される。
Next, the operation of the moving device 1 will be described.
The movable clamp 6 is fixed to the roadbed material 2 as described above, and the paired movable clamp 6 is connected by a connecting shaft 21 as shown in FIG.

そして、図1に示すように移動装置1を組み立てて油圧ジャッキ5を駆動すると、図7を参照して説明したように可動式クランプ6が傾斜し、歯型6bが上側板2aに食い込んで固定状態になる。
この状態で油圧ジャッキ5を駆動すると、可動式クランプ6を支点として押動部材13を矢印A方向に押すようになる。押動部材13の下端は、図1及び図3に示ように第1の枠体12の端部に当接している。従って、第1の枠体12と摺動部材11が一体に矢印A方向に移動し、第2の枠体14、弾性材15を介して重構造物3を移動させる。
Then, as shown in FIG. 1, when the moving device 1 is assembled and the hydraulic jack 5 is driven, the movable clamp 6 is inclined as described with reference to FIG. 7, and the tooth mold 6b bites into the upper plate 2a and is fixed. It becomes a state.
When the hydraulic jack 5 is driven in this state, the pushing member 13 is pushed in the direction of arrow A with the movable clamp 6 as a fulcrum. The lower end of the pressing member 13 is in contact with the end of the first frame 12 as shown in FIGS. Accordingly, the first frame body 12 and the sliding member 11 are integrally moved in the direction of the arrow A, and the heavy structure 3 is moved via the second frame body 14 and the elastic material 15.

重構造物3の移動中、摺動部材11は上側板2aの表面を円滑に滑り、弾性材15は重構造物3を安定に保持する。この際、移動方向のずれ等により弾性材15が移動することがあるが、突状枠部14aによってはみ出したり、抜け落ちたりすることがない。
従って、作業員の監視作業、手直し作業を削減することができ、移動作業を効率的に行うことができる。
During the movement of the heavy structure 3, the sliding member 11 smoothly slides on the surface of the upper plate 2a, and the elastic material 15 holds the heavy structure 3 stably. At this time, the elastic material 15 may move due to a shift in the moving direction or the like, but it does not protrude or fall off by the protruding frame portion 14a.
Accordingly, it is possible to reduce the worker's monitoring work and rework work, and the moving work can be performed efficiently.

なお、前記摺動部材11としては、MCナイロン(日本ポリペンコ株式会社の商標名)が好適であるが、耐熱性、引張強度、摺動性等に優れたものであれば、利用可能である。   As the sliding member 11, MC nylon (trade name of Nippon Polypenco Co., Ltd.) is suitable, but any material having excellent heat resistance, tensile strength, slidability and the like can be used.

本発明の第1実施形態を示す重構造物移動装置の側面図である。It is a side view of the heavy structure moving apparatus which shows 1st Embodiment of this invention. 重構造物移動装置の構成を示す断面図である。It is sectional drawing which shows the structure of a heavy structure moving apparatus. 重構造物移動装置の構成を示す平面図である。It is a top view which shows the structure of a heavy structure moving apparatus. 第1の枠体の構成を示す断面図である。It is sectional drawing which shows the structure of a 1st frame. 押動部材の構成を示す側面図である。It is a side view which shows the structure of a pushing member. 第2の枠体の構成を示す平面図である。It is a top view which shows the structure of a 2nd frame. 可動式クランプの構成を示す斜視図である。It is a perspective view which shows the structure of a movable clamp. 補強部材の構成を示す斜視図である。It is a perspective view which shows the structure of a reinforcement member. 補強部材の取り付けを示す斜視図である。It is a perspective view which shows attachment of a reinforcement member. 移動中のコロ棒の形態を示す平面図である。It is a top view which shows the form of the moving roller rod.

符号の説明Explanation of symbols

1 重構造物移動装置
2 路盤材
3 重構造物
5 油圧ジャッキ
6 可動式クランプ
7 補強部材
11 摺動部材
12 第1の枠体
13 押動部材
14 第2の枠体
15 弾性体
21 連結シャフト
22 連結シャフト
23 連結シャフト
DESCRIPTION OF SYMBOLS 1 Heavy structure moving apparatus 2 Roadbed material 3 Heavy structure 5 Hydraulic jack 6 Movable clamp 7 Reinforcement member 11 Sliding member 12 First frame 13 Pushing member 14 Second frame 15 Elastic body 21 Connecting shaft 22 Connecting shaft 23 Connecting shaft

Claims (5)

予め敷設した路盤材上に重構造物を載置し、前記重構造物を付勢して所定方向に移動させる重構造物移動装置であって、前記路盤材の側面に沿って移動する平板状の摺動部材と、前記摺動部材の上に載置されて前記摺動部材を収容状態で移動する第1の枠体と、前記第1の枠体に積層される第2の枠体と、前記第2の枠体に収容された状態で前記重構造物を載置する平板状の弾性体と、積層された前記第1及び第2の枠体間に挿入される楔型部及び前記第1の枠体の一端に当接して所定方向に付勢する当接部を設けた押動部材と、前記路盤材の上側板の一端に移動可能に挟み込まれた状態で使用される可動式クランプと、前記押動部材と前記可動式クランプとにそれぞれ前後で連結され動力制御に応じて前記可動式クランプを支点として1ストローク分前記押動部材を付勢する駆動部材と、を備えた重構造物移動装置において、
前記可動式クランプは、平型四角形に形成した鋼材の一側面に楔型の空間を対向するように形成した挿入部が形成され、前記挿入部の表面に前記上側板への食い込みをよくするための鋸歯状の歯が形成されたことにより、前記駆動部材を駆動すると、前記可動式クランプが当初の垂直位置から前記駆動部材の駆動方向と逆方向に傾斜して前記鋸歯状の歯が前記上側板の上側面と下側面とに食い込み固定状態になることを特徴とする重構造物移動装置
Placing the previously laid the roadbed on the heavy construction, the a to urge the heavy construction heavy construction moving device that moves in a predetermined direction, flat plate moves along the side surface of the roadbed A first frame that is placed on the sliding member and moves in a housed state, and a second frame that is stacked on the first frame. A plate-like elastic body for placing the heavy structure in a state of being accommodated in the second frame body, a wedge-shaped portion inserted between the stacked first and second frame bodies, and A push member provided with a contact portion that comes into contact with one end of the first frame body and urges it in a predetermined direction, and a movable type used in a state of being movably sandwiched between one end of the upper plate of the road base material clamp and one scan as a fulcrum the movable clamp in accordance with each concatenated force control before and after the said movable clamp and the pressing member A drive member for urging the stroke amount the pressing member, in the heavy construction mobile device provided with,
In the movable clamp, an insertion portion formed so as to face a wedge-shaped space is formed on one side surface of a steel material formed in a flat quadrangular shape so that the surface of the insertion portion can bite into the upper plate. When the driving member is driven, the movable clamp is inclined in the direction opposite to the driving direction of the driving member from the initial vertical position, so that the serrated tooth is A heavy structure moving device characterized in that the upper side surface and the lower side surface of the side plate are bitten and fixed .
前記可動式クランプの前記駆動方向と直角な面に、他の可動式クランプと連結する連結シャフトが固定されることを特徴とする請求項1記載の重構造物移動装置。 The heavy structure moving device according to claim 1, wherein a connecting shaft connected to another movable clamp is fixed to a surface of the movable clamp perpendicular to the driving direction . 前記路盤材が、上下一対の鋼板と、前記鋼板間を連結する連結部とを備えたH型鋼であることを特徴とする請求項1記載の重構造物移動装置。 The heavy structure moving device according to claim 1 , wherein the roadbed material is an H-shaped steel including a pair of upper and lower steel plates and a connecting portion that connects the steel plates . 前記路盤材を構成する上下一対の鋼板間に挿入される板材と、前記板材の一端を溝部に差し込んだ状態で前記板材と前記鋼板との間に圧入される圧入部材とからなる補強部材により、前記路盤材を補強することを特徴とする請求項1記載の重構造物移動装置。   By a reinforcing member comprising a plate member inserted between a pair of upper and lower steel plates constituting the roadbed material, and a press-fitting member press-fitted between the plate member and the steel plate in a state where one end of the plate member is inserted into the groove portion, The heavy structure moving device according to claim 1, wherein the roadbed material is reinforced. 前記第2の枠体の突状枠部と前記平板状の弾性体との間に所定間隔の隙間が形成されていることを特徴とする請求項1記載の重構造物移動装置。   The heavy structure moving device according to claim 1, wherein a gap having a predetermined interval is formed between the projecting frame portion of the second frame and the flat elastic body.
JP2005285122A 2005-09-29 2005-09-29 Heavy structure moving device Expired - Fee Related JP4579118B2 (en)

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CN101962998B (en) * 2010-10-15 2011-11-16 同济大学 Stepping type self-traveling building shifting device
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CN104762881B (en) * 2015-03-31 2016-04-20 中交二航局第四工程有限公司 A kind of method of mobile formwork girder whole lateral moving
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JPH11222926A (en) * 1998-02-09 1999-08-17 Kawaju Koji Kk Stiffener hardware and application thereof

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JPS62168100U (en) * 1986-04-14 1987-10-24
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JPH11222926A (en) * 1998-02-09 1999-08-17 Kawaju Koji Kk Stiffener hardware and application thereof

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