JP2006299753A - Partial cutting device for existing expansion joint part and partial cutting method - Google Patents

Partial cutting device for existing expansion joint part and partial cutting method Download PDF

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JP2006299753A
JP2006299753A JP2005126998A JP2005126998A JP2006299753A JP 2006299753 A JP2006299753 A JP 2006299753A JP 2005126998 A JP2005126998 A JP 2005126998A JP 2005126998 A JP2005126998 A JP 2005126998A JP 2006299753 A JP2006299753 A JP 2006299753A
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cutting
expansion joint
pulley
wire
universal
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JP4602827B2 (en
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Takahiro Satake
貴宏 佐竹
Takahito Fujikawa
敬人 藤川
Akihiro Fujimoto
昭博 藤本
Hirosuke Murata
啓輔 村田
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NIPPON CONCRETE CUTTING KOGYO
NIPPON CONCRETE CUTTING KOGYO OSAKA KK
Nippon Steel Engineering Co Ltd
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NIPPON CONCRETE CUTTING KOGYO
NIPPON CONCRETE CUTTING KOGYO OSAKA KK
Nippon Steel Engineering Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a cutting device which enables the width and the depth of a groove formed on both sides of an expansion joint to be small, and which can reduce the number of pulleys to be provided. <P>SOLUTION: The cutting device 1 is provided with a wire-cutting mechanism and movement means 2, 3. The wire-cutting mechanism has a drive pulley 9, a pair of universal pulleys 11, a cutting wire 12 having no ends, and a pulley-driving part. The universal pulleys 11 are arranged with flexible rotation in a state that a rotation surface is stood against a road surface, and the cutting wire 12 is suspended by the drive pulley 9 and the pair of universal pulleys 11. The pulley-driving part performs the rotary drive of the drive pulley 9, and the movement means 2, 3 move at least the pair of the universal pulleys 11 in the longitudinal direction of the expansion joint 20. When cutting work, the cutting device 1 performs partial slice cutting of the road surface side 14 of the expansion joint 20 by using the cutting wire 12 suspended between the pair of universal pulleys 11 by moving the pair of universal pulleys 11 in the longitudinal direction of the expansion joint 20 while performing go-around operation of the cutting wire 12. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は,高架橋,橋梁等の構築物において既設の伸縮継手を部分的に切断する切断装置および切断方法に関する。   The present invention relates to a cutting apparatus and a cutting method for partially cutting an existing expansion joint in a structure such as a viaduct or a bridge.

高架橋や橋梁等には,温度変化や地震時の橋軸方向の伸縮等を吸収するため,主桁の所定間隔毎に伸縮継手が設けられている。従来タイプの伸縮継手の代表的なものとして,図9に示すようなくし形ジョイント20(フィンガージョイント)と呼ばれるものがある。このくし形ジョイント20は,主桁の遊間部における前後の床版21の端部コンクリートに鋼製の継手本体20を埋め込み,路面14上に両主桁から突出する鋼製のくし形片20aを互い違いに噛み合わせて構成される。   Expansion bridges and bridges are provided with expansion joints at predetermined intervals of the main girder to absorb temperature changes and expansion and contraction in the direction of the bridge axis during an earthquake. As a typical conventional expansion joint, there is a so-called comb joint 20 (finger joint) as shown in FIG. This comb joint 20 has a steel joint body 20 embedded in the end concrete of the front and back floor slabs 21 in the gap portion of the main girder, and a steel comb-shaped piece 20a protruding from both main girders on the road surface 14. It is configured by alternately meshing.

しかし,この鋼製の従来タイプの伸縮継手20は,時間の経過とともに前後の主桁高さに段差が生じたり,継手が破損したりした場合には,交通への影響や車両事故(パンク等)の可能性があり,緊急に取り替えを行うときがある。また,この種の伸縮継手は,車両の通行時の衝撃音や振動が大きく,周辺住民からクレームが寄せられ,低騒音・低振動タイプの伸縮継手への取り替えが必要とされている。さらには,鋼製であるがために車両のタイヤが滑りやすく,事故防止の観点からも埋設型継手への取り替えが近吃な問題となっている。   However, the conventional expansion joint 20 made of steel has an impact on traffic or vehicle accidents (such as punctures) when there is a step in the front and rear main girder heights or the joint is damaged over time. ) And there is a case of urgent replacement. In addition, this type of expansion joint has a large impact sound and vibration when the vehicle is passing, and complaints are received from the residents of the surrounding area, so it is necessary to replace it with a low noise and low vibration type expansion joint. Furthermore, because it is made of steel, vehicle tires are slippery, and replacement with buried joints has become a near problem from the viewpoint of accident prevention.

伸縮継手を取り替えるためには,既設の伸縮継手20を切断・撤去する必要がある。従来における既設伸縮継手20の切断撤去作業は,伸縮継手本体回りの床版コンクリートをブレーカーではつり,伸縮継手をガス溶断して撤去する手法で行われていた。   In order to replace the expansion joint, it is necessary to cut and remove the existing expansion joint 20. Conventionally, cutting and removing work of the existing expansion joint 20 has been performed by a method in which floor slab concrete around the expansion joint body is suspended by a breaker, and the expansion joint is removed by gas fusing.

しかし,既設の伸縮継手20は,主桁端部の床版21に鋼製の継手本体が埋め込まれているため,コンクリートのはつり作業および切断撤去作業が容易ではない。つまり,既設伸縮継手20を部分的に撤去するには,既設伸縮継手20の背面のはつりが非常に困難であり,また既設伸縮継手20のガス溶断が困難であるため,非常に時間を要することになり,極めて作業効率が悪い。また,床版コンクリートのはつり作業では,ブレーカーによる騒音,振動,粉塵等が発生するため作業環境面で問題がある。さらには,既設伸縮継手20の取り替え作業は交通量の少ない深夜間に行うことが多いが,都市部では,騒音・振動が大きいため,周辺住民からのクレームが多く,なかなか実施できないのが現状である。   However, since the existing expansion joint 20 has a steel joint body embedded in the floor slab 21 at the end of the main girder, it is not easy to hang concrete and cut and remove it. That is, in order to partially remove the existing expansion joint 20, it is very difficult to hang the back of the existing expansion joint 20, and it is difficult to gas blow the existing expansion joint 20. The work efficiency is extremely poor. In addition, there is a problem in the working environment because of the noise, vibration, dust, etc. generated by the breaker in the suspension work of floor slab concrete. In addition, replacement of the existing expansion joint 20 is often done at midnight when traffic volume is low. However, in urban areas, there are many complaints from residents in the surrounding area due to high noise and vibration, so it is difficult to carry out the work. is there.

そこで,本願発明者らは,低騒音,低振動で切断作業ができ,しかも伸縮継手の必要部分のみを所定の形状で正確かつ部分的に切断撤去できる手法として,ワイヤ切断機構を用いた切断手法を検討した。しかし,従来のワイヤ切断方法を既設の伸縮継手の切断に適用する場合には,以下のような問題があった。   Accordingly, the inventors of the present application have made a cutting method using a wire cutting mechanism as a method that can perform cutting work with low noise and vibration and that can cut and remove only a necessary portion of the expansion joint accurately and partially with a predetermined shape. It was investigated. However, when the conventional wire cutting method is applied to the cutting of existing expansion joints, there are the following problems.

即ち,(1)従来のワイヤ切断方法は,一般的には,突起した柱状の切断対象に周回駆動される切断ワイヤを巻きつけて切断を行うものであり(例えば,特許文献1参照),路面下の所定深さ位置で,伸縮継手の長手方向に平行に切断する場合には適用が難しいという問題があった。(2)また,予め路面に切断ワイヤを通す溝を設けて切断作業を行っても,切断深さの正確な保持ができないという問題があった。特に,硬質な鋼材と軟質なコンクリートとが複合されたくし形ジョイントでは,切断抵抗の小さいコンクリート側に切断ワイヤが移動しやすい。(3)さらに,鋼材部分を切断する箇所で,切断ワイヤの巻きつけ角度が鋭角となるため,切断ワイヤに負担がかかり破損しやすいという問題があった。   That is, (1) a conventional wire cutting method is generally a method in which a cutting wire driven around is wound around a protruding column-shaped cutting object and cut (see, for example, Patent Document 1). There is a problem that it is difficult to apply when cutting parallel to the longitudinal direction of the expansion joint at a predetermined depth position below. (2) Further, there is a problem in that the cutting depth cannot be accurately maintained even if the cutting operation is performed by previously providing a groove for passing the cutting wire on the road surface. In particular, in a comb joint in which hard steel and soft concrete are combined, the cutting wire is likely to move to the concrete side where the cutting resistance is low. (3) Furthermore, since the winding angle of the cutting wire becomes an acute angle at the portion where the steel material portion is cut, there is a problem that the cutting wire is burdened and easily damaged.

そこで,本願発明者らは,特許文献2に示すように,複数のプーリに懸架された切断ワイヤを有するワイヤ切断機構と,切断装置本体を伸縮継手の長手方向に移動させる移動手段とを備えた切断装置を開発した。この切断装置は,伸縮継手の両側に形成された溝内に一対の方向変換プーリおよび一対のガイドプーリを配し,切断ワイヤに一定の張力を持たせて高速回転させつつ,切断装置本体を走行させることによって,上記一対のガイドプーリにより位置保持された切断ワイヤによって,鋼製の伸縮継手を周辺コンクリートとともにスライス切断する構成である。これにより,伸縮継手を所定の切断深さで正確に部分切断できるとともに,切断時における切断ワイヤの負担を軽減して破損を抑止できるので,容易かつ迅速に既設伸縮継手部の切断・撤去作業を行うことができる。   Therefore, as shown in Patent Document 2, the inventors of the present application are provided with a wire cutting mechanism having a cutting wire suspended on a plurality of pulleys, and a moving means for moving the cutting device main body in the longitudinal direction of the expansion joint. A cutting device was developed. In this cutting device, a pair of direction changing pulleys and a pair of guide pulleys are arranged in grooves formed on both sides of the expansion joint, and the cutting wire is rotated at high speed while giving a constant tension to the cutting wire. By doing so, the steel expansion joint is sliced together with the surrounding concrete by the cutting wire held by the pair of guide pulleys. As a result, the expansion joint can be accurately partly cut at a predetermined cutting depth, and the breakage of the cutting wire can be reduced by reducing the burden of the cutting wire during cutting. Therefore, the existing expansion joint can be cut and removed easily and quickly. It can be carried out.

特開平9−250248号公報Japanese Patent Laid-Open No. 9-250248 特開2003−27420号公報JP 2003-27420 A

しかしなら,上記従来のワイヤ切断機構を備えた切断装置では,伸縮継手両側に形成された溝内には,路面に対し水平に回転するガイドプーリが設置されるため,少なくともこのガイドプーリの径よりも広い溝幅が必要であった。また,当該溝の底面は,伸縮継手の切断深さよりも,少なくとも当該ガイドプーリの厚さ半分の分だけ深くなければならない。このため,切断作業に先立ち,ロードカッタやブレーカー等を用いて,広くて深い溝を形成しておかなければならず,かかる溝形成作業に手間と時間がかかるという問題があった。   However, in the conventional cutting device having the wire cutting mechanism, a guide pulley that rotates horizontally with respect to the road surface is installed in the groove formed on both sides of the expansion joint. Even a wide groove width was required. The bottom surface of the groove must be deeper than the cutting depth of the expansion joint by at least half the thickness of the guide pulley. For this reason, prior to the cutting operation, a wide and deep groove has to be formed using a load cutter, a breaker, etc., and there is a problem that this groove forming operation takes time and effort.

また,上記溝内に,ガイドプーリと方向変換プーリという2種類のプーリを配置する構成であるため,プーリ設置数が多く,ワイヤ切断機構が複雑であるという問題もあった。   In addition, since two types of pulleys, a guide pulley and a direction change pulley, are arranged in the groove, there are problems that the number of pulleys installed is large and the wire cutting mechanism is complicated.

そこで,本発明は上記問題に鑑みてなされたものであり,本発明の目的とするところは,上記伸縮継手の両側に形成される溝の幅及び深さが小さくて済み,当該溝の形成作業を容易かつ迅速に実施できるとともに,プーリ設置数を低減してワイヤ切断機構を簡素化することが可能な,新規かつ改良された切断装置およびこれを用いた切断方法を提供することにある。   Accordingly, the present invention has been made in view of the above problems, and an object of the present invention is to reduce the width and depth of the grooves formed on both sides of the expansion joint, and to form the grooves. It is an object of the present invention to provide a new and improved cutting device and a cutting method using the same, which can easily and quickly carry out the process and simplify the wire cutting mechanism by reducing the number of pulleys installed.

上記課題を解決するために,本発明のある観点によれば,既設の伸縮継手の路面側を部分的にスライス切断する切断装置が提供される。この切断装置は,駆動プーリと,回転面が路面に対して起立した状態で回動自在に配設される一対のユニバーサルプーリと,少なくとも駆動プーリおよび一対のユニバーサルプーリに懸架される無端の切断ワイヤと,駆動プーリを回転駆動させるプーリ駆動部とを有するワイヤ切断機構と;少なくとも一対のユニバーサルプーリを伸縮継手の長手方向に移動させる移動手段と;を備える。かかる切断装置は,切断加工時には,プーリ駆動部によって切断ワイヤを周回動作させながら,移動手段によって一対のユニバーサルプーリを伸縮継手の長手方向に移動させることによって,一対のユニバーサルプーリ間に張架された切断ワイヤを用いて,伸縮継手の路面側を部分的にスライス切断する。なお,ユニバーサルプーリとは,所定方向に回動自在(回転面の向きを変更自在)に配設されるプーリである。   In order to solve the above problems, according to one aspect of the present invention, there is provided a cutting device for partially slicing a road surface side of an existing expansion joint. The cutting device includes a drive pulley, a pair of universal pulleys that are rotatably arranged with a rotating surface standing up with respect to a road surface, and an endless cutting wire that is suspended at least by the drive pulley and the pair of universal pulleys. And a wire cutting mechanism having a pulley drive unit that rotationally drives the drive pulley; and a moving means that moves at least a pair of universal pulleys in the longitudinal direction of the expansion joint. Such a cutting device is stretched between a pair of universal pulleys by moving the pair of universal pulleys in the longitudinal direction of the expansion joint while moving the cutting wire by the pulley drive unit during the cutting process. Using a cutting wire, partially slice the road surface of the expansion joint. The universal pulley is a pulley disposed so as to be rotatable in a predetermined direction (the direction of the rotating surface can be changed).

かかる構成により,切断加工時に,上記一対のユニバーサルプーリは,伸縮継手の長手方向に沿って伸縮継手の両側に形成された溝内に夫々は配置され,切断ワイヤの移動方向を垂直方向から水平方向,あるいはその逆方向に変換するとともに,伸縮継手の両側で切断ワイヤの両端を所定の切断深さで位置保持する。このため,かかる一対のユニバーサルプーリにより両端が位置保持された切断ワイヤによって,鋼製の伸縮継手を周辺コンクリートとともに水平にスライス切断できる。従って,伸縮継手を所定の切断深さおよび形状で正確に部分切断できるとともに,ユニバーサルプーリ間に張架された切断ワイヤが,局所的に鋭角に屈曲することなく,大きな曲率半径で湾曲した状態で切断箇所に作用するので,切断時における切断ワイヤの負担を軽減して切断ワイヤの破損を防止できる。   With this configuration, at the time of cutting, the pair of universal pulleys are respectively disposed in grooves formed on both sides of the expansion joint along the longitudinal direction of the expansion joint, and the moving direction of the cutting wire is changed from the vertical direction to the horizontal direction. Or the opposite direction, and both ends of the cutting wire are held at a predetermined cutting depth on both sides of the expansion joint. For this reason, the steel expansion joint can be sliced horizontally together with the surrounding concrete by a cutting wire whose both ends are held by the pair of universal pulleys. Therefore, the expansion joint can be accurately partially cut at a predetermined cutting depth and shape, and the cutting wire stretched between the universal pulleys can be bent with a large radius of curvature without locally bending at an acute angle. Since it acts on the cutting location, it is possible to reduce the load of the cutting wire during cutting and prevent breakage of the cutting wire.

さらに,伸縮継手の長手方向に沿って伸縮継手の両側に形成される各溝には,切断ワイヤを所定の切断深さで位置保持するプーリとして,上記回転面が垂直に起立した状態で回動自在なユニバーサルプーリがそれぞれ配設される。このため,切断加工時には,ユニバーサルプーリは,その回転面が溝の長手方向と平行となる方向に回動するため,ユニバーサルプーリの径より狭い幅の溝内を移動して,切断加工を進行させることができる。また,ユニバーサルプーリが縦型であるため,溝の底面間際で切断加工できるので,上記溝の深さが浅くて済む。このように,本発明では,従来の切断装置のように水平型で固定型のプーリを溝内に配置する場合と比べて,上記溝の幅および深さが小さくて済むので,当該溝の形成作業を迅速かつ用意に実行できるようになる。   Further, each groove formed on both sides of the expansion joint along the longitudinal direction of the expansion joint is rotated with the above-mentioned rotating surface standing upright as a pulley for holding the cutting wire at a predetermined cutting depth. A universal universal pulley is provided. For this reason, at the time of cutting, the universal pulley rotates in a direction in which the rotation surface is parallel to the longitudinal direction of the groove, so that the cutting process proceeds by moving in a groove having a width narrower than the diameter of the universal pulley. be able to. Further, since the universal pulley is a vertical type, it can be cut just before the bottom surface of the groove, so that the depth of the groove can be reduced. In this way, in the present invention, the width and depth of the groove can be reduced compared to the case where a horizontal and fixed pulley is disposed in the groove as in the conventional cutting device. Work can be performed quickly and easily.

加えて,溝内にはユニバーサルプーリのみを配置しても好適に切断加工を実行できるので,切断装置におけるプーリ設置数を低減して,ワイヤ切断機構の構成を簡略化できる。   In addition, even if only the universal pulley is disposed in the groove, the cutting process can be suitably performed. Therefore, the number of pulleys installed in the cutting device can be reduced, and the configuration of the wire cutting mechanism can be simplified.

また,上記ワイヤ切断機構は,路面上に設置される切断装置本体に設けられ,上記移動手段は,切断装置本体を伸縮継手の長手方向に移動させるようにしてもよい。かかる構成により,切断加工時には,切断ワイヤを周回動作させながら,上記一対のユニバーサルプーリが取り付けられた切断装置本体を伸縮継手の長手方向に移動させることによって,一対のユニバーサルプーリ間に張架された切断ワイヤを用いて,伸縮継手の路面側を部分的にスライス切断することができる。   The wire cutting mechanism may be provided in a cutting device main body installed on the road surface, and the moving means may move the cutting device main body in the longitudinal direction of the expansion joint. With this configuration, during cutting processing, the cutting device body, to which the pair of universal pulleys are attached, is moved in the longitudinal direction of the expansion joint while the cutting wire is circulated, and is stretched between the pair of universal pulleys. Using the cutting wire, the road surface side of the expansion joint can be partially sliced.

また,上記ワイヤ切断機構は,駆動プーリと各ユニバーサルプーリとの間に張架される切断ワイヤが,各ユニバーサルプーリ側で路面に対して略垂直方向に延びるように,切断ワイヤをガイドする1または2以上のガイドプーリをさらに有し,上記各ユニバーサルプーリは,略垂直方向に延びる切断ワイヤを中心として回動自在に配設されるようにしてもよい。これにより,各ユニバーサルプーリが円滑に回動できるとともに,切断ワイヤがユニバーサルプーリから外れにくくすることができる。   The wire cutting mechanism is configured to guide the cutting wire so that the cutting wire stretched between the drive pulley and each universal pulley extends in a direction substantially perpendicular to the road surface on each universal pulley side. Two or more guide pulleys may be further provided, and each of the universal pulleys may be disposed so as to be rotatable about a cutting wire extending in a substantially vertical direction. Thereby, while each universal pulley can rotate smoothly, a cutting wire can be made hard to come off from a universal pulley.

また,上記課題を解決するために,本発明の別の観点によれば,上記のような切断装置を用いて,既設の伸縮継手の路面側を部分的にスライス切断する切断方法が提供される。この切断方法は,伸縮継手の長手方向に沿って,伸縮継手の両側に溝を形成する工程と;前記伸縮継手の両側の溝をつなぐように前記伸縮継手を横断する横断溝を形成する工程と;切断装置が備える一対のユニバーサルプーリを,伸縮継手の両側の溝内にそれぞれ配置する工程と;一対のユニバーサルプーリ間に張架された切断ワイヤを横断溝内の所定深さに配置する工程と;切断ワイヤを周回動作させながら,一対のユニバーサルプーリを伸縮継手の長手方向に移動させることによって,一対のユニバーサルプーリ間に張架された切断ワイヤを用いて,伸縮継手の路面側を部分的にスライス切断する工程と;を含むことを特徴とする。かかる切断方法によって,上記切断装置を用いて,伸縮継手の切断・撤去作業を好適に実現できるようになる。   In order to solve the above problems, according to another aspect of the present invention, there is provided a cutting method for partially slicing a road surface side of an existing expansion joint using the above-described cutting device. . The cutting method includes a step of forming grooves on both sides of the expansion joint along the longitudinal direction of the expansion joint; and a step of forming a transverse groove crossing the expansion joint so as to connect the grooves on both sides of the expansion joint; Disposing a pair of universal pulleys included in the cutting device in the grooves on both sides of the expansion joint; disposing a cutting wire stretched between the pair of universal pulleys at a predetermined depth in the transverse groove; Moving the pair of universal pulleys in the longitudinal direction of the expansion joint while rotating the cutting wire, partially using the cutting wire stretched between the pair of universal pulleys to partially extend the road surface side of the expansion joint. Slicing and cutting. With such a cutting method, the cutting and removing work of the expansion joint can be suitably realized using the cutting device.

以上説明したように本発明によれば,切断ワイヤを所定の切断深さで位置保持するプーリとして,略垂直に起立し回動自在なユニバーサルプーリを使用しているため,既設伸縮継手の両側に形成される溝の幅及び厚さが小さくて済む。従って,上記溝の形成作業を容易かつ迅速に実行できる。   As described above, according to the present invention, as a pulley for holding the cutting wire at a predetermined cutting depth, a universal pulley that stands up substantially vertically and is rotatable is used. The width and thickness of the groove to be formed can be small. Therefore, the groove forming operation can be executed easily and quickly.

さらに,本発明の切断装置では,従来の切断装置において溝内に配置されていた2つのプーリ(ガイドプーリおよび方向変換プーリ)を,1つのユニバーサルプーリで代替できる。従って,切断装置におけるプーリ設置数を低減して,ワイヤ切断機構を簡素化できる。   Furthermore, in the cutting device of the present invention, the two pulleys (the guide pulley and the direction changing pulley) arranged in the groove in the conventional cutting device can be replaced with one universal pulley. Therefore, the number of pulleys installed in the cutting device can be reduced, and the wire cutting mechanism can be simplified.

以下に添付図面を参照しながら,本発明の好適な実施の形態について詳細に説明する。なお,本明細書及び図面において,実質的に同一の機能構成を有する構成要素については,同一の符号を付することにより重複説明を省略する。   Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. In the present specification and drawings, components having substantially the same functional configuration are denoted by the same reference numerals, and redundant description is omitted.

(第1の実施形態)
以下,本発明の第1の実施形態にかかる既設伸縮継手の切断装置および切断方法について詳細に説明する。
(First embodiment)
Hereinafter, the cutting device and cutting method for an existing expansion joint according to the first embodiment of the present invention will be described in detail.

まず,図1に基づき,本実施形態にかかる既設伸縮継手の切断装置1の全体構成について説明する。なお,図1は,本実施形態にかかる切断装置1を示す正面図(a)および側面図(b)である。   First, based on FIG. 1, the whole structure of the cutting device 1 of the existing expansion joint concerning this embodiment is demonstrated. FIG. 1 is a front view (a) and a side view (b) showing the cutting device 1 according to the present embodiment.

図1に示すように,本実施形態にかかる切断装置1は,伸縮継手20が設けられた路面14上に設置される切断装置本体7と,切断装置本体7を伸縮継手20の長手方向に移動させる移動手段とを備える。   As shown in FIG. 1, the cutting device 1 according to this embodiment includes a cutting device body 7 installed on a road surface 14 provided with an expansion joint 20, and the cutting device body 7 is moved in the longitudinal direction of the expansion joint 20. Moving means.

切断装置本体7は,路面14に対して略垂直方向(以下,単に「垂直方向」という。)に延びる駆動機支柱4と,路面14に対して略水平方向(以下,単に「垂直方向」という。)に延びるアーム支持枠5と,アーム支持枠5の両側に取り付けられた一対のアーム6と,ワイヤ切断機構とを備える。このワイヤ切断機構は,プーリ駆動部8と,駆動プーリ9と,一対のユニバーサルプーリ11と,一対のガイドプーリ13と,これらのプーリに懸架される切断ワイヤ12とから構成される。   The cutting device body 7 has a drive column 4 extending in a substantially vertical direction (hereinafter simply referred to as “vertical direction”) with respect to the road surface 14 and a substantially horizontal direction (hereinafter simply referred to as “vertical direction”) with respect to the road surface 14. )), A pair of arms 6 attached to both sides of the arm support frame 5, and a wire cutting mechanism. This wire cutting mechanism includes a pulley drive unit 8, a drive pulley 9, a pair of universal pulleys 11, a pair of guide pulleys 13, and a cutting wire 12 suspended on these pulleys.

移動手段は,切断装置本体7の下部に設けられる走行駆動部2と,路面14上に固定されるガイドレール3とから構成される。走行駆動部2は,例えば断面T字状のガイドレール3のフランジ部を上下から把持するようにしてガイドレール3と組み合わされており,走行速度を調整しながらガイドレール3上を走行できるようになっている。また,ガイドレール3は,伸縮継手20の長手方向に延設される走行レール3aと,この走行レール3a上に設けられ,上記走行駆動部2の駆動ギア(図示せず。)と係合する走行ラック3bとからなる。このような走行駆動部2とガイドレール3とからなる移動手段は,切断加工時に,切断装置本体7を伸縮継手20の長手方向に平行移動させて,切断を進行させる。   The moving means includes a travel drive unit 2 provided at the lower portion of the cutting device body 7 and a guide rail 3 fixed on the road surface 14. For example, the travel drive unit 2 is combined with the guide rail 3 so as to grip the flange portion of the guide rail 3 having a T-shaped cross section from above and below so that the travel can be performed on the guide rail 3 while adjusting the travel speed. It has become. Further, the guide rail 3 is provided on the traveling rail 3a extending in the longitudinal direction of the expansion joint 20 and on the traveling rail 3a, and engages with a drive gear (not shown) of the traveling drive unit 2. It consists of traveling rack 3b. Such moving means composed of the traveling drive unit 2 and the guide rail 3 moves the cutting device body 7 in parallel with the longitudinal direction of the expansion joint 20 during the cutting process to advance the cutting.

また,上記走行駆動部2から直立する駆動機支柱4には,駆動プーリ9と,この駆動プーリ9を回転駆動させるプーリ駆動部(例えば,モータ等の電動機)8とが取り付けられている。駆動機支柱4に対する駆動プーリ9およびプーリ駆動部8の取付高さは,駆動機支柱4に設けられたラック4aとプーリ駆動部8内の歯車(図示せず。)との噛み合わせにより調整可能となっている。   A driving pulley 9 and a pulley driving unit (for example, an electric motor such as a motor) 8 that rotationally drives the driving pulley 9 are attached to the driving column 4 that stands upright from the traveling driving unit 2. The mounting height of the drive pulley 9 and the pulley drive unit 8 with respect to the drive column 4 can be adjusted by meshing a rack 4a provided on the drive column 4 and a gear (not shown) in the pulley drive unit 8. It has become.

また,アーム支持枠5,アーム6およびプーリ軸支具15,16は,一対のユニバーサルプーリ11および一対のガイドプーリ13を支持するプーリ支持部として機能する。   The arm support frame 5, the arm 6, and the pulley shaft supports 15 and 16 function as a pulley support portion that supports the pair of universal pulleys 11 and the pair of guide pulleys 13.

具体的には,アーム支持枠5は,駆動機支柱4に直交しかつ路面14に対して水平となるように,駆動機支柱4に取り付けられている。このアーム支持枠5の両側には,駆動機支柱4を隔てて一対のアーム6が,アーム取付具10によってそれぞれ取り付けられている。このアーム6は,例えば断面略円形若しくは略矩形のパイプ状の中空棒状部材で構成されており,アーム支持枠5と直交する垂直方向に延設されている。アーム支持枠5に対する各アーム6の取付位置(水平位置および垂直位置)は,各アーム取付具10を締結/弛緩することで調整可能である。   Specifically, the arm support frame 5 is attached to the drive unit support column 4 so as to be orthogonal to the drive unit support column 4 and to be horizontal to the road surface 14. On both sides of the arm support frame 5, a pair of arms 6 are respectively attached by arm attachments 10 with a drive column 4 interposed therebetween. The arm 6 is formed of, for example, a pipe-like hollow rod-like member having a substantially circular or substantially rectangular cross section, and extends in a vertical direction orthogonal to the arm support frame 5. The mounting position (horizontal position and vertical position) of each arm 6 with respect to the arm support frame 5 can be adjusted by fastening / relaxing each arm mounting tool 10.

かかる各アーム6の上端には,ガイドプーリ軸支具15を介してガイドプーリ13が配設され,一方,各アーム6の下端には,ユニバーサルプーリ支治具16を介してユニバーサルプーリ11が配設されている。ガイドプーリ軸支具15は,アーム6の上端に回動自在に接合されており,ガイドプーリ13を回転面が垂直となるように軸支している。また,ユニバーサルプーリ軸支具16は,アーム6の下端に回動自在に接合されており,ユニバーサルプーリ11を回転面が垂直となるように軸支している。このようなプーリ軸支具15,16により,ガイドプーリ13およびユニバーサルプーリ11は,回転面が垂直に起立した状態で,水平面内で回動自在に配設されることになる。   A guide pulley 13 is disposed at the upper end of each arm 6 via a guide pulley shaft support 15, while a universal pulley 11 is disposed at the lower end of each arm 6 via a universal pulley support jig 16. It is installed. The guide pulley shaft support 15 is joined to the upper end of the arm 6 so as to be rotatable, and supports the guide pulley 13 so that the rotation surface is vertical. The universal pulley shaft support 16 is rotatably joined to the lower end of the arm 6 and supports the universal pulley 11 so that the rotation surface is vertical. By such pulley shaft supports 15 and 16, the guide pulley 13 and the universal pulley 11 are disposed so as to be rotatable in a horizontal plane in a state where the rotation surface stands upright.

そして,上記のような駆動プーリ9,ガイドプーリ13およびユニバーサルプーリ11に,無端の切断ワイヤ12が掛け渡されている。これらのプーリ9,13,11に懸架された切断ワイヤ12の張力は,駆動プーリ9およびプーリ駆動部8の取付高さにより調整可能となっている。即ち,上述したような駆動プーリ9およびプーリ駆動部8の取付高さ調節機構は,切断ワイヤ12の張力を調整する張力調整手段として機能する。   An endless cutting wire 12 is stretched around the drive pulley 9, the guide pulley 13 and the universal pulley 11 as described above. The tension of the cutting wire 12 suspended on these pulleys 9, 13, 11 can be adjusted by the mounting height of the driving pulley 9 and the pulley driving unit 8. That is, the mounting height adjusting mechanism for the driving pulley 9 and the pulley driving unit 8 as described above functions as a tension adjusting means for adjusting the tension of the cutting wire 12.

図2は,本実施形態にかかる無端の切断ワイヤ12を示す部分拡大図である。この切断ワイヤ12は,例えばダイヤモンドワイヤーなどで構成される。具合的には,図2に示すように,切断ワイヤ12は,鋼製またはステンレス製のワイヤ121に,リング外周にダイヤモンドを電着して構成されるダイヤモンドビーズ122と,スペーサ123とを交互に通し,さらに,ワイヤ121の両端部を接続スリーブ124で連結して構成される。   FIG. 2 is a partially enlarged view showing the endless cutting wire 12 according to the present embodiment. The cutting wire 12 is composed of, for example, a diamond wire. Specifically, as shown in FIG. 2, the cutting wire 12 is formed by alternately arranging diamond beads 122 and spacers 123 formed by electrodepositing diamond on the outer circumference of a ring made of steel or stainless steel. Further, both ends of the wire 121 are connected by the connection sleeve 124.

また,図1に示す上記各ガイドプーリ13は,駆動プーリ9と各ユニバーサルプーリ11との間に張架される切断ワイヤ12をガイドする機能を有する。このガイドプーリ13は,例えば,ユニバーサルプーリ11の上方に配置されており,また,上記アーム6およびプーリ軸支具15,16は,中空である。このため,各ガイドプーリ13と各ユニバーサルプーリ11との間に張架される切断ワイヤ12は,ガイドプーリ軸支具15の内部,アーム6の内部およびユニバーサルプーリ軸支具16の内部を通過して,略垂直方向に直線状に延びる。   Each guide pulley 13 shown in FIG. 1 has a function of guiding a cutting wire 12 stretched between the drive pulley 9 and each universal pulley 11. The guide pulley 13 is disposed, for example, above the universal pulley 11, and the arm 6 and the pulley shaft supports 15 and 16 are hollow. Therefore, the cutting wire 12 stretched between each guide pulley 13 and each universal pulley 11 passes through the inside of the guide pulley shaft support 15, the inside of the arm 6, and the inside of the universal pulley shaft support 16. Thus, it extends linearly in a substantially vertical direction.

また,上記各ユニバーサルプーリ11は,本実施形態における特徴的構成要素である。このユニバーサルプーリ11は,上記ユニバーサルプーリ軸支具16によって,路面14に対して垂直面上で回転するように軸支され,かつ,路面14に対して水平面上で回動自在(即ち,回転面の向きを変更自在)に配設される。   Each universal pulley 11 is a characteristic component in the present embodiment. The universal pulley 11 is pivotally supported by the universal pulley shaft support 16 so as to rotate on a vertical plane with respect to the road surface 14, and is rotatable on the horizontal plane with respect to the road surface 14 (that is, the rotation surface). Can be changed in any direction.

このユニバーサルプーリ11は,伸縮継手20の両側に形成された例えば断面略コの字型の溝26の底部付近にそれぞれ配置される。この溝26は,切断加工前に予め,伸縮継手20の長手方向に沿って伸縮継手20の両側に形成されたものである。各ユニバーサルプーリ11は,この各溝26内に,伸縮継手20を挟んで対称な位置及び高さにそれぞれ配置される。このため,双方のユニバーサルプーリ11を結ぶ仮想水平線と伸縮継手20の長手方向とは略直交する。   The universal pulley 11 is disposed near the bottom of a groove 26 having, for example, a substantially U-shaped cross section formed on both sides of the expansion joint 20. The grooves 26 are formed in advance on both sides of the expansion joint 20 along the longitudinal direction of the expansion joint 20 before cutting. Each universal pulley 11 is disposed in each groove 26 at a symmetrical position and height across the expansion joint 20. For this reason, the virtual horizontal line connecting both the universal pulleys 11 and the longitudinal direction of the expansion joint 20 are substantially orthogonal.

次に,図3に基づいて,上記切断装置1のワイヤ切断機構における切断ワイヤ12の周回状態について詳細に説明する。図3は,本実施形態にかかるワイヤ切断機構における各プーリ9,13,11間に懸架された切断ワイヤ12の周回状態を概念的に示す斜視図である。   Next, based on FIG. 3, the winding state of the cutting wire 12 in the wire cutting mechanism of the cutting apparatus 1 will be described in detail. FIG. 3 is a perspective view conceptually showing the winding state of the cutting wire 12 suspended between the pulleys 9, 13, 11 in the wire cutting mechanism according to the present embodiment.

図3に示すように,本実施形態にかかるワイヤ切断機構では,切断ワイヤ12には,各プーリ9,13,11間で弛みがないように,上記張力調整手段により所定の張力がかけられている。この切断ワイヤ12は,プーリ駆動部8の駆動力により駆動プーリ9が回転することによって,各プーリ9,13,11に懸架された状態で周回動作する。   As shown in FIG. 3, in the wire cutting mechanism according to the present embodiment, a predetermined tension is applied to the cutting wire 12 by the tension adjusting means so that there is no slack between the pulleys 9, 13, 11. Yes. The cutting wire 12 rotates around the pulleys 9, 13, and 11 when the driving pulley 9 is rotated by the driving force of the pulley driving unit 8.

かかる切断ワイヤ12は,路面14より上側においては,駆動プーリ9およびガイドプーリ13の回転面に沿って移動する。一方,路面14より下側では,上記各溝26内に配置された一対のユニバーサルプーリ11により,切断ワイヤ12の軌道が垂直方向から水平方向に変更される。この結果,切断ワイヤ12は,この一対のユニバーサルプーリ11間において,伸縮継手20の切断深さLで路面14に対して略平行に移動する。   The cutting wire 12 moves along the rotational surfaces of the drive pulley 9 and the guide pulley 13 above the road surface 14. On the other hand, below the road surface 14, the track of the cutting wire 12 is changed from the vertical direction to the horizontal direction by the pair of universal pulleys 11 disposed in the grooves 26. As a result, the cutting wire 12 moves substantially parallel to the road surface 14 at the cutting depth L of the expansion joint 20 between the pair of universal pulleys 11.

そして,このような一対のユニバーサルプーリ11間に水平に張架された切断ワイヤ12aによって,当該一対のユニバーサルプーリ11間に位置する既設の伸縮継手20およびコンクリート製の床版21(図3では図示を省略する。)の上部を,伸縮継手20の長手方向にスライス切断するようになっている。なお,この切断時には,図3の破線で示すように,切断抵抗によって,当該一対のユニバーサルプーリ11間に張架された切断ワイヤ12aは,切断方向と反対側に膨らんだ略曲線状となり,これに伴い,切断ワイヤ12aの両端を位置保持する各ユニバーサルプーリ11は,切断方向とは反対方向に回動して,その回転面が伸縮継手20の長手方向に対して傾斜した状態となる。   Then, the existing expansion joint 20 and the concrete floor slab 21 (shown in FIG. 3) located between the pair of universal pulleys 11 are cut by the cutting wire 12a horizontally stretched between the pair of universal pulleys 11. Is cut in the longitudinal direction of the expansion joint 20. At the time of this cutting, as shown by a broken line in FIG. 3, the cutting wire 12a stretched between the pair of universal pulleys 11 becomes a substantially curved shape swelled on the opposite side to the cutting direction due to the cutting resistance. Accordingly, each universal pulley 11 that holds both ends of the cutting wire 12a is rotated in a direction opposite to the cutting direction, and the rotation surface thereof is inclined with respect to the longitudinal direction of the expansion joint 20.

ここで,図4及び図5に基づいて,本実施形態にかかるユニバーサルプーリ11の取付機構およびその作用について詳細に説明する。なお,図4は,本実施形態にかかるユニバーサルプーリ11の取付機構を示す縦断面図(a),側面図(b)および底面図(c)であり,図5は,本実施形態にかかるユニバーサルプーリ11が水平方向に回動する態様を示す平面図である。   Here, based on FIG.4 and FIG.5, the attachment mechanism of the universal pulley 11 concerning this embodiment and its effect | action are demonstrated in detail. FIG. 4 is a longitudinal sectional view (a), a side view (b) and a bottom view (c) showing a mounting mechanism of the universal pulley 11 according to the present embodiment, and FIG. 5 is a universal view according to the present embodiment. It is a top view which shows the aspect in which the pulley 11 rotates to a horizontal direction.

図4に示すように,ユニバーサルプーリ11は,その回転面が路面14に対して垂直に起立した状態で回転するように,上記ユニバーサルプーリ軸支具16によって軸支されている。詳細には,ユニバーサルプーリ11の中心には,軸受けシャフト111が水平方向に貫通しており,この軸受けシャフト111の両端は,上記ユニバーサルプーリ軸支具16の下部に連結されている。ユニバーサルプーリ11は,その中心に配されたボールベアリング112を介して上記軸受けシャフト111と接合されている。また,ユニバーサルプーリ11の両側には,ベアリング押さえ用スペーサ113が設けられており,ユニバーサルプーリ11が水平方向にずれないようになっている。かかる構成により,ユニバーサルプーリ11は,上記軸受けシャフト111を回転中心軸として,路面14に対して垂直面上で回転することができる。   As shown in FIG. 4, the universal pulley 11 is pivotally supported by the universal pulley shaft support 16 so that the rotation surface of the universal pulley 11 rotates with the road surface 14 standing upright. Specifically, a bearing shaft 111 passes through the center of the universal pulley 11 in the horizontal direction, and both ends of the bearing shaft 111 are connected to the lower portion of the universal pulley shaft support 16. The universal pulley 11 is joined to the bearing shaft 111 via a ball bearing 112 disposed at the center thereof. Also, bearing pressing spacers 113 are provided on both sides of the universal pulley 11 so that the universal pulley 11 is not displaced in the horizontal direction. With this configuration, the universal pulley 11 can rotate on a vertical plane with respect to the road surface 14 with the bearing shaft 111 as a rotation center axis.

また,図4に示すように,ユニバーサルプーリ11は,上記ユニバーサルプーリ軸支具16によって,路面14に対して水平方向に回動自在に配設されている。詳細には,上記ユニバーサルプーリ軸支具16は,上記アーム6の下端部に対して,スラストベアリング161を介して回動自在に接合されている。このスラストベアリング161は,ユニバーサルプーリ軸支具16の上部の内周面と,アーム6の下部の外周面との間に介在している。従って,このユニバーサルプーリ軸支具16は,アーム6の軸芯を中心として回動可能自在である。   Further, as shown in FIG. 4, the universal pulley 11 is disposed so as to be rotatable in the horizontal direction with respect to the road surface 14 by the universal pulley shaft support 16. Specifically, the universal pulley shaft support 16 is joined to the lower end portion of the arm 6 via a thrust bearing 161 so as to be rotatable. The thrust bearing 161 is interposed between the upper peripheral surface of the universal pulley shaft support 16 and the lower peripheral surface of the arm 6. Accordingly, the universal pulley shaft support 16 can freely rotate about the axis of the arm 6.

かかる取付機構により,図5に示すように,ユニバーサルプーリ11は,上記のようなユニバーサルプーリ軸支具16の回動に伴って,所定の設置高さを維持しながら,路面14に対して水平方向に回動自在である。さらに,この回動時には,ユニバーサルプーリ11は,上記ガイドプーリ13とユニバーサルプーリ11との間に張架された路面14に対して垂直方向に延びる切断ワイヤ12b(図3参照)を中心(即ち,上記垂直方向に延びるアーム6の軸芯を中心)として回動する。このように,垂直方向に延びる切断ワイヤ12bを中心としてユニバーサルプーリ11を回動させることで,切断加工時に,ユニバーサルプーリ11が円滑に回動できるとともに,切断ワイヤ12がユニバーサルプーリ11から外れにくくなる。   With this mounting mechanism, as shown in FIG. 5, the universal pulley 11 is placed horizontally with respect to the road surface 14 while maintaining a predetermined installation height as the universal pulley shaft support 16 rotates as described above. It is freely rotatable in the direction. Furthermore, at the time of this rotation, the universal pulley 11 is centered on a cutting wire 12b (see FIG. 3) extending in a direction perpendicular to the road surface 14 stretched between the guide pulley 13 and the universal pulley 11 (ie, FIG. 3). It rotates about the axis of the arm 6 extending in the vertical direction. In this way, by rotating the universal pulley 11 around the cutting wire 12b extending in the vertical direction, the universal pulley 11 can be smoothly rotated during the cutting process, and the cutting wire 12 is not easily detached from the universal pulley 11. .

以上のようにユニバーサルプーリ11を回動型の垂直プーリとすることで,図6に示すように,切断加工時に,一対のユニバーサルプーリ11間に張架された切断ワイヤ12aが,伸縮継手20および床版21から切断抵抗を受けて湾曲形状となったときに,この湾曲度合いに応じてユニバーサルプーリ11も好適に回動できる。このため,一対のユニバーサルプーリ11は,湾曲した当該切断ワイヤ12aを円滑かつ安定して送り出す/引き込むことができる。従って,当該切断ワイヤ12aが各ユニバーサルプーリ11から外れることがない。   As described above, the universal pulley 11 is a rotating vertical pulley, so that, as shown in FIG. 6, the cutting wire 12a stretched between the pair of universal pulleys 11 at the time of cutting is connected to the expansion joint 20 and When receiving a cutting resistance from the floor slab 21 to form a curved shape, the universal pulley 11 can also be suitably rotated according to the degree of curvature. For this reason, the pair of universal pulleys 11 can smoothly and stably feed / withdraw the curved cutting wire 12a. Therefore, the cutting wire 12a does not come off from each universal pulley 11.

さらに,切断加工時には,かかる一対のユニバーサルプーリ11によって,切断ワイヤ12aの両端を所定の切断深さLで位置保持できる。このため,一対のユニバーサルプーリ11間の切断ワイヤ12aを切断箇所(伸縮継手20およびその両側の床版21)に押圧して,所定の切断深さLで正確に切断することができる。加えて,当該一対のユニバーサルプーリ11によって,湾曲する切断ワイヤ12aの両端位置を規定することで,当該切断ワイヤ12aが極力大きな曲率半径で湾曲するようになる。   Furthermore, at the time of cutting, both ends of the cutting wire 12 a can be held at a predetermined cutting depth L by the pair of universal pulleys 11. For this reason, the cutting wire 12a between the pair of universal pulleys 11 can be pressed against the cutting portion (the expansion joint 20 and the floor slabs 21 on both sides thereof), and can be accurately cut at a predetermined cutting depth L. In addition, by defining the positions of both ends of the cutting wire 12a to be bent by the pair of universal pulleys 11, the cutting wire 12a is bent with a radius of curvature as large as possible.

以上のように,ユニバーサルプーリ11は,(1)周回される無端切断ワイヤ12の移動方向を垂直方向から水平方向に,或いは水平方向から垂直方向に変換する機能(方向変換プーリとしての機能)と,(2)溝26内の所定の切断深さLで切断ワイヤ12を正確に位置保持する機能(ガイドプーリとしての機能)とを有する。このように,本実施形態にかかるユニバーサルプーリ11は,上述した特許文献2に記載された従来の切断装置における方向変換プーリおよびガイドプーリの双方の機能を併せ持っている。かかるユニバーサルプーリ11を設置することにより,切断装置におけるプーリ設置数を低減して,ワイヤ切断機構を簡素化することができる。   As described above, the universal pulley 11 has (1) a function of converting the moving direction of the endless cutting wire 12 to be rotated from the vertical direction to the horizontal direction or from the horizontal direction to the vertical direction (function as a direction changing pulley); And (2) a function of accurately holding the cutting wire 12 at a predetermined cutting depth L in the groove 26 (function as a guide pulley). Thus, the universal pulley 11 according to the present embodiment has both functions of the direction changing pulley and the guide pulley in the conventional cutting device described in Patent Document 2 described above. By installing the universal pulley 11, the number of pulleys installed in the cutting device can be reduced, and the wire cutting mechanism can be simplified.

また,各ユニバーサルプーリ11の垂直方向の設置位置(高さ)は,上記アーム支持枠5に対するアーム6の取付位置を上下することで調整可能であり,これにより,伸縮継手20の切断深さLを調整可能である。また,各ユニバーサルプーリ11の水位方向の設置位置(高さ)は,上記アーム支持枠5に対するアーム6の取付位置を左右することで調整可能である。これにより,伸縮継手20の種類に応じて,一対のユニバーサルプーリ11相互の間隔を変えて,切断幅を調整できる。   Further, the installation position (height) of each universal pulley 11 in the vertical direction can be adjusted by moving the mounting position of the arm 6 with respect to the arm support frame 5 up and down, whereby the cutting depth L of the expansion joint 20 can be adjusted. Can be adjusted. Further, the installation position (height) of each universal pulley 11 in the water level direction can be adjusted by changing the mounting position of the arm 6 with respect to the arm support frame 5. Thereby, according to the kind of expansion joint 20, the space | interval of a pair of universal pulley 11 can be changed, and a cutting width can be adjusted.

なお,上記ガイドプーリ13の取付機構にも,上述したようなユニバーサルプーリ11の取付機構と同様に,アーム6に対して回動自在なガイドプーリ軸支具15が使用されている。これにより,各ガイドプーリ13も,回転面が垂直であり,かつ,回転面の向きを水平方向に回動可能となっている。このようにガイドプーリ13を回動可能に配設することにより,伸縮継手20の種類に応じて切断幅を変更した場合に,ガイドプーリ13は切断位置(溝26の位置)に応じて自身の配置を変更(図1Aで切断ワイヤ12の右側に位置したり左側に位置したり)できる。従って,切断位置が変わる度に,ガイドプーリ13の取付位置を変えなくて済むという利点がある。   Note that the guide pulley shaft support 15 that is rotatable with respect to the arm 6 is also used for the guide pulley 13 attachment mechanism, as in the universal pulley 11 attachment mechanism described above. As a result, each guide pulley 13 also has a rotating surface that is vertical, and the rotating surface can be rotated in the horizontal direction. Thus, by arranging the guide pulley 13 to be rotatable, when the cutting width is changed according to the type of the expansion joint 20, the guide pulley 13 can change its own according to the cutting position (position of the groove 26). The arrangement can be changed (positioned on the right or left side of the cutting wire 12 in FIG. 1A). Therefore, there is an advantage that it is not necessary to change the mounting position of the guide pulley 13 every time the cutting position changes.

以上,本実施形態にかかる切断装置1の構成について説明した。本実施形態にかかる切断装置1は,上記特許文献1に記載の従来工法のように撤去部分に切断ワイヤを巻きつけるのではなく,図6に示したように,一対のユニバーサルプーリ11で位置保持した切断ワイヤ12に所定の張力を持たせて高速で周回させつつ,移動手段によって切断装置本体7を伸縮継手20の長手方向に走行させて,鋼製の伸縮継手20の上部をスライス切断する。したがって,伸縮継手20を路面14下の所定深さLで正確に,かつ簡易に切断することができる。   The configuration of the cutting device 1 according to the present embodiment has been described above. The cutting device 1 according to the present embodiment does not wind the cutting wire around the removed portion as in the conventional method described in Patent Document 1, but holds the position with a pair of universal pulleys 11 as shown in FIG. While the cutting wire 12 is given a predetermined tension and circulated at high speed, the cutting device body 7 is moved in the longitudinal direction of the expansion joint 20 by the moving means, and the upper portion of the steel expansion joint 20 is sliced and cut. Therefore, the expansion joint 20 can be accurately and easily cut at the predetermined depth L below the road surface 14.

さらに,切断加工時には,上記一対のユニバーサルプーリ11によって,切断ワイヤ12aの曲率半径が極力大きくなるよう維持することができるので,鋼材部分を切断する箇所で切断ワイヤ12aが屈曲して鋭角となることがない。従って,切断ワイヤ12に対して局部的な負担がかからず,切断ワイヤ12の破損を防止できるので,円滑かつ迅速に切断作業を実行できる。   Furthermore, at the time of cutting, the pair of universal pulleys 11 can maintain the radius of curvature of the cutting wire 12a as large as possible, so that the cutting wire 12a bends at a portion where the steel material portion is cut to have an acute angle. There is no. Therefore, a local load is not applied to the cutting wire 12 and the cutting wire 12 can be prevented from being damaged, so that the cutting operation can be executed smoothly and quickly.

次に,図7及び図8に基づいて,上述したような構成の切断装置1を用いて,既設伸縮継手20(例えばくし形ジョイント)の路面14側を部分的にスライス切断する切断方法について説明する。なお,図7は,本実施形態にかかる既設伸縮継手20の切断方法を示すフローチャートであり,図8は,本実施形態にかかる既設伸縮継手20の切断方法の工程説明図である。   Next, a cutting method for partially slicing the road surface 14 side of the existing expansion joint 20 (for example, a comb joint) using the cutting device 1 having the above-described configuration will be described with reference to FIGS. To do. FIG. 7 is a flowchart showing a method of cutting the existing expansion joint 20 according to the present embodiment, and FIG. 8 is a process explanatory diagram of the method of cutting the existing expansion joint 20 according to the present embodiment.

図7に示すように,まず,工程S10では,伸縮継手20の短手方向の両側に,伸縮継手20の長手方向に沿って,上記一対のユニバーサルプーリ11を移動させるための2本の溝26を形成する(溝形成工程S10)。   As shown in FIG. 7, first, in step S10, two grooves 26 for moving the pair of universal pulleys 11 along the longitudinal direction of the expansion joint 20 on both sides of the expansion joint 20 in the short direction. Is formed (groove forming step S10).

この溝26の形成工程の具体的について説明する。図8(a)に示すように,まず,ロードカッタ等を用いて,伸縮継手20の両側の舗装材212(アスファルトや樹脂モルタル等)およびコンクリート製等の床版21の部分に,溝26の形成位置の適宜間隔毎に,伸縮継手20の切断深さLよりもやや深目に複数の切断線26aを入れる。次いで,この切断線26aに沿って,タガネや電動チッパー等で舗装材212および床版21を細かく砕いた上で,溝26からガラ27を取出し,溝26の底面の成形を行う。これによって,図8(b)に示すような,断面略コの字形の溝26が形成される。この2本の溝26は,相互の間隔が伸縮継手20の撤去幅(例えば数十cm)となる位置に形成される。また,溝26の幅Pは,回動した状態のユニバーサルプーリ11を挿入可能な幅であれば,ユニバーサルプーリ11の外径よりも小さくすることも可能である。さらに,溝26の深さQは,切断深さLより若干深い程度であってもよい。   A specific process of forming the groove 26 will be described. As shown in FIG. 8A, first, using a load cutter or the like, the groove 26 is formed in the pavement material 212 (asphalt, resin mortar, etc.) on both sides of the expansion joint 20 and the floor slab 21 made of concrete or the like. A plurality of cutting lines 26a are inserted slightly deeper than the cutting depth L of the expansion joint 20 at appropriate intervals between the forming positions. Next, along the cutting line 26a, the paving material 212 and the floor slab 21 are finely crushed with a chisel or an electric chipper, and then the glass 27 is taken out from the groove 26 and the bottom surface of the groove 26 is formed. As a result, a groove 26 having a substantially U-shaped cross section as shown in FIG. 8B is formed. The two grooves 26 are formed at positions where the distance between them becomes the removal width (for example, several tens of centimeters) of the expansion joint 20. Further, the width P of the groove 26 can be made smaller than the outer diameter of the universal pulley 11 as long as the universal pulley 11 in a rotated state can be inserted. Further, the depth Q of the groove 26 may be slightly deeper than the cutting depth L.

次いで,工程S12では,上記伸縮継手20の両側の溝26をつなぐように伸縮継手20を横断する横断溝28を形成する(横断溝形成工程S12)。   Next, in step S12, a transverse groove 28 that crosses the expansion joint 20 is formed so as to connect the grooves 26 on both sides of the expansion joint 20 (transverse groove forming step S12).

具体的には,図8(a)および図1(b)に示すように,伸縮継手20の切断深さLに切断ワイヤ12を配置するために,切断ワイヤ12のワイヤ径より幅広の横断溝28を,少なくとも1ヶ所穿設する。この横断溝28は,上記伸縮継手20を短手方向に横断して上記両側の溝26をつなぐようにして形成され,伸縮継手20および床版21のコンクリートを,略垂直方向に少なくとも伸縮継手20の切断深さLまで分断する。   Specifically, as shown in FIGS. 8A and 1B, in order to arrange the cutting wire 12 at the cutting depth L of the expansion joint 20, a transverse groove wider than the wire diameter of the cutting wire 12 is used. 28 is drilled in at least one place. The transverse groove 28 is formed so as to cross the expansion joint 20 in the short direction and connect the grooves 26 on both sides, and the expansion joint 20 and the concrete of the floor slab 21 are at least substantially expanded in the vertical direction. Cut to a cutting depth L.

さらに,工程S14では,切断装置1を伸縮継手20の路面14上に設置して,一対のユニバーサルプーリ11を上記伸縮継手20の両側の溝26内にそれぞれ配置する(切断装置設置工程S14)。   Further, in step S14, the cutting device 1 is installed on the road surface 14 of the expansion joint 20, and the pair of universal pulleys 11 are respectively disposed in the grooves 26 on both sides of the expansion joint 20 (cutting device installation step S14).

具体的には,まず,図1及び図6等に示したように,路面14上(例えば伸縮継手20の上面)に,ガイドレール3を伸縮継手20長手方向に沿って固設する。このガイドレール3の固定方法としては,例えば,伸縮継手20にガイドレール支持用ボルト3dを溶接し,このガイドレール支持用ボルト3c上に取り付けたガイドレール支持具3cによりガイドレール3を固定する方法(図1参照)や,路面14上に適宜間隔毎にアンカーを挿入してガイドレール支持具を保持する方法(図示を省略する)などがある。次いで,上記固定されたガイドレール3上に切断装置本体7を設置し,ガイドレール3と走行駆動部2とを係合させ,上記一対のユニバーサルプーリ11をそれぞれ上記各溝26内に配置する。なお,この切断装置本体7の設置前若しくは設置後に,切断深さおよび切断幅に応じて各ユニバーサルプーリ11の取付位置を調整して,溝26内の好適な位置に収まるようにしてもよい。   Specifically, first, as shown in FIGS. 1 and 6, the guide rail 3 is fixed on the road surface 14 (for example, the upper surface of the expansion joint 20) along the longitudinal direction of the expansion joint 20. As a method for fixing the guide rail 3, for example, a guide rail support bolt 3d is welded to the expansion joint 20, and the guide rail 3 is fixed by the guide rail support 3c attached on the guide rail support bolt 3c. (Refer to FIG. 1), and a method of inserting an anchor on the road surface 14 at appropriate intervals to hold the guide rail support (not shown). Next, the cutting device main body 7 is installed on the fixed guide rail 3, the guide rail 3 and the travel drive unit 2 are engaged, and the pair of universal pulleys 11 are respectively disposed in the grooves 26. Note that before or after installation of the cutting device main body 7, the mounting position of each universal pulley 11 may be adjusted according to the cutting depth and cutting width so as to fit in a suitable position in the groove 26.

また,上記手法とは異なり,予めガイドレール3と走行駆動部2とが係合した状態の切断装置本体7を現場に搬入し,当該ガイドレール3を路面14上に固定することで,切断装置1を路面14上に設置することもできる。   Further, unlike the above method, the cutting device main body 7 in a state where the guide rail 3 and the traveling drive unit 2 are engaged in advance is carried into the site, and the guide rail 3 is fixed on the road surface 14, thereby the cutting device. 1 can also be installed on the road surface 14.

その後,工程S16では,一対のユニバーサルプーリ11間に張架された切断ワイヤ12aを,上記横断溝28内の所定深さLに配置する(切断ワイヤ配置工程S16)。   Thereafter, in step S16, the cutting wire 12a stretched between the pair of universal pulleys 11 is arranged at a predetermined depth L in the transverse groove 28 (cutting wire arrangement step S16).

具体的には,例えば,まず,上記のように設置された切断装置本体7を位置調整して,横断溝28の切削方向前方に位置付ける。次いで,かかる切断装置本体7と横断溝28との位置関係に応じて,切断ワイヤ12の長さを調整する。さらに,この長さ調整された切断ワイヤ12を上記切断装置1の各プーリに懸架して,上記一対のユニバーサルプーリ11間に張架される切断ワイヤ12aを,上記横断溝28内の所定の切断深さLの位置に配置する。その後,駆動プーリ9およびプーリ駆動部8の取付高さを調節して,切断ワイヤ12に所定の張力を与える。   Specifically, for example, first, the position of the cutting device body 7 installed as described above is adjusted, and the transverse groove 28 is positioned in front of the cutting direction. Next, the length of the cutting wire 12 is adjusted according to the positional relationship between the cutting device body 7 and the transverse groove 28. Further, the length-adjusted cutting wire 12 is suspended on each pulley of the cutting device 1, and the cutting wire 12 a stretched between the pair of universal pulleys 11 is passed through a predetermined cutting in the transverse groove 28. It arrange | positions in the position of the depth L. Thereafter, the mounting height of the drive pulley 9 and the pulley drive unit 8 is adjusted to give a predetermined tension to the cutting wire 12.

なお,上記のように,切断装置1の設置(S14)後に,切断装置1の各プーリに切断ワイヤ12を懸架する(S16)ことにより,実際の施工現場における伸縮継手20の種類および状態に応じて切断ワイヤ12の長さを調整した上で,切断ワイヤ12を懸架して横断溝28内に配置できるという利点がある。しかし,かかる例に限定されず,設置前に予め切断ワイヤ12が懸架された状態の切断装置1を現場に搬入し,横断溝28内に切断ワイヤ12が張架されるように切断装置本体7の位置調整しながら,切断装置1を路面14上に設置するようにしてもよい。   As described above, after the cutting device 1 is installed (S14), the cutting wire 12 is suspended on each pulley of the cutting device 1 (S16), thereby depending on the type and state of the expansion joint 20 at the actual construction site. Thus, there is an advantage that the cutting wire 12 can be suspended and arranged in the transverse groove 28 after adjusting the length of the cutting wire 12. However, the present invention is not limited to such an example, and the cutting device 1 in which the cutting wire 12 is suspended in advance before installation is brought into the field, and the cutting device main body 7 is stretched so that the cutting wire 12 is stretched in the transverse groove 28. The cutting device 1 may be installed on the road surface 14 while adjusting the position.

次いで,工程S18では,伸縮継手20の路面14側を部分的にスライス切断する(切断工程S18)。   Next, in step S18, the road surface 14 side of the expansion joint 20 is partially sliced (cutting step S18).

具体的には,図6に示したように,プーリ駆動部8を動作させて切断ワイヤ12を周回動作させながら,移動手段によって,切断装置本体7を伸縮継手20の長手方向に移動させる。これによって,一対のユニバーサルプーリ11間に張架された切断ワイヤ12aを用いて,伸縮継手20の上部を床版21のコンクリートごと,路面14に対して略平行にスライス切断する。この切断時には,ユニバーサルプーリ11間の切断ワイヤ12aは,切断される伸縮継手20及び床版21から受ける切断抵抗に応じて切断方向後方に向かって湾曲し,これに伴い,各ユニバーサルプーリ11が水平方向に回動する。このとき,切断ワイヤ12aの両端が各ユニバーサルプーリ11によって位置保持されているため,当該切断ワイヤ12aは,大きな曲率半径で左右略均等な弓なりに湾曲するだけで,鋼材部分で局部的に鋭角に屈曲することがない。このため,切断ワイヤ12が破損せずに円滑に周回動作でき,比較的硬質な鋼材等からなる伸縮継手20と比較的軟質なコンクリート等からなる床版21とを,同時に好適にスライス切断できる。   Specifically, as shown in FIG. 6, the cutting device main body 7 is moved in the longitudinal direction of the expansion joint 20 by the moving means while the pulley driving unit 8 is operated to rotate the cutting wire 12. Thus, the cutting wire 12a stretched between the pair of universal pulleys 11 is used to slice and cut the upper portion of the expansion joint 20 together with the concrete of the floor slab 21 substantially parallel to the road surface 14. At the time of this cutting, the cutting wire 12a between the universal pulleys 11 is bent backward in the cutting direction according to the cutting resistance received from the expansion joint 20 and the floor slab 21 to be cut. Rotate in the direction. At this time, since both ends of the cutting wire 12a are held by the respective universal pulleys 11, the cutting wire 12a can be bent at a sharp angle locally at the steel material portion only by bending with a large curvature radius to form a substantially uniform bow. There is no bending. For this reason, the cutting wire 12 can smoothly circulate without being damaged, and the expansion joint 20 made of a relatively hard steel material and the floor slab 21 made of a relatively soft concrete can be sliced and cut at the same time.

なお,上記スライス切断の切断距離は,例えば数m程度である。また,切断加工時には,切断ワイヤ12および加工点を冷却し,粉塵発生を防止するため,ホース等の冷却水供給手段により,加工点付近に冷却水が供給される。   Note that the cutting distance of the slice cutting is about several meters, for example. Further, at the time of cutting, cooling water is supplied to the vicinity of the processing point by cooling water supply means such as a hose in order to cool the cutting wire 12 and the processing point and prevent dust generation.

その後,工程S20では,図8(c)に示すように,切断された伸縮継手20が撤去される(撤去工程S20)。具体的には,切断装置1を撤去した後,切断された部分の伸縮継手20に吊り冶具を取り付けて,当該切断された伸縮継手20をクレーン・ユニック車等により吊り出して搬出する。   Thereafter, in step S20, as shown in FIG. 8C, the cut expansion joint 20 is removed (removal step S20). Specifically, after the cutting device 1 is removed, a lifting jig is attached to the expansion joint 20 of the cut portion, and the cut expansion joint 20 is lifted and carried out by a crane / unic vehicle or the like.

以上,本実施形態にかかる既設の伸縮継手20の切断装置1,およびこれを用いた切断方法について詳細に説明した。かかる切断装置1および切断方法によれば,高架橋,橋梁等に既設の伸縮継手20を,例えば,埋設型伸縮継手に取り替えるため,既設の伸縮継手20の上部を床版21とともに部分的に好適に切断・撤去できる。このとき,路面14の上で切断装置1を用いて既設の伸縮継手20を切断するため,従来のように作業員が床版21下から回りこんで既設の伸縮継手20を切断する必要がなく,伸縮継手交換時の作業効率が大幅に向上する。   The cutting device 1 for the existing expansion joint 20 according to the present embodiment and the cutting method using the same have been described in detail above. According to the cutting device 1 and the cutting method, the upper part of the existing expansion joint 20 together with the floor slab 21 is preferably partially used to replace the existing expansion joint 20 on the viaduct, bridge, etc. with, for example, an embedded expansion joint. Can be cut and removed. At this time, since the existing expansion joint 20 is cut on the road surface 14 using the cutting device 1, it is not necessary for an operator to wrap around from the bottom of the floor slab 21 and cut the existing expansion joint 20 as in the prior art. , Work efficiency when replacing expansion joints is greatly improved.

また,既設の伸縮継手20を切断ワイヤ12により切断し,ブレーカー等を使用しないため,騒音,振動,粉塵などといった環境面での問題はほとんど生じない。さらには,騒音,振動が小さいため,深夜間でも工事が可能である。   Further, since the existing expansion joint 20 is cut by the cutting wire 12 and a breaker or the like is not used, there are hardly any environmental problems such as noise, vibration, and dust. In addition, construction is possible even at midnight due to low noise and vibration.

さらに,本実施形態にかかる切断装置1では,ユニバーサルプーリ11で位置保持された切断ワイヤ12に所定の張力を持たせて高速回転させつつ,切断装置本体7を走行させて,周辺のコンクリート製の床版21とともに,鋼製の伸縮継手20の上部を長手方向に平行にスライス切断する。このため,鋼製伸縮継手20を所定の深さL及び形状(例えば直方体)で正確かつ迅速に切断できる。また,ユニバーサルプーリ11間の切断ワイヤ12aが大きな曲率半径で略均等に湾曲した状態で切断が進行するため,切断ワイヤ12への負担が少なく,切断ワイヤ12の破損等のトラブルを抑制できる。従って,既設伸縮継手20の切断・撤去を容易かつ迅速に行うことができるとともに,埋設型伸縮継手への交換作業を円滑に行うことができる。   Furthermore, in the cutting device 1 according to the present embodiment, the cutting wire main body 7 is caused to travel while rotating at a high speed while giving a predetermined tension to the cutting wire 12 held by the universal pulley 11, and the surrounding concrete made of concrete is made. Along with the floor slab 21, the upper part of the steel expansion joint 20 is sliced and cut in parallel to the longitudinal direction. For this reason, the steel expansion joint 20 can be cut accurately and quickly with a predetermined depth L and shape (for example, a rectangular parallelepiped). In addition, since the cutting proceeds while the cutting wire 12a between the universal pulleys 11 is substantially evenly curved with a large curvature radius, the load on the cutting wire 12 is reduced, and troubles such as breakage of the cutting wire 12 can be suppressed. Therefore, the existing expansion joint 20 can be cut and removed easily and quickly, and the replacement operation to the buried expansion joint can be performed smoothly.

さらに,上記各ユニバーサルプーリ11を採用することによって,切断加工前に予め形成される溝26の幅Pが狭くて済み,さらに,溝26の深さQも浅くて済むという利点がある。   Further, the use of each of the universal pulleys 11 has an advantage that the width P of the groove 26 formed in advance before the cutting process can be narrowed and the depth Q of the groove 26 can be reduced.

つまり,上記各ユニバーサルプーリ11は,上述したように,その回転面が路面14に対して略垂直で,かつ路面14に対して水平方向に回動可能に配設されている。このユニバーサルプーリ11は,切断加工時には,図6に示したように,切断抵抗を受ける切断ワイヤ12aが湾曲するに伴い,溝26の長手方向に対して略平行となる方向に回動し,この結果,当該ユニバーサルプーリ11の回転面と溝26の長手方向との成す角度が,鋭角(例えば45度)となる。このため,溝26の溝幅Pがユニバーサルプーリ11の外径よりも小さくても,切断加工時には,ユニバーサルプーリ11が溝26内を移動して,切断加工を好適に実行できる。特に,ユニバーサルプーリ11が溝26の長手方向と略平行となるまで回動して切断が行われる場合には,溝26の溝幅Pは,ユニバーサルプーリ11の厚さより若干大きい程度で済む。   That is, as described above, the universal pulleys 11 are arranged such that their rotational surfaces are substantially perpendicular to the road surface 14 and are rotatable in the horizontal direction with respect to the road surface 14. As shown in FIG. 6, the universal pulley 11 rotates in a direction substantially parallel to the longitudinal direction of the groove 26 as the cutting wire 12a receiving the cutting resistance is curved, as shown in FIG. As a result, the angle formed by the rotation surface of the universal pulley 11 and the longitudinal direction of the groove 26 becomes an acute angle (for example, 45 degrees). For this reason, even if the groove width P of the groove 26 is smaller than the outer diameter of the universal pulley 11, the universal pulley 11 moves in the groove 26 during the cutting process, and the cutting process can be suitably executed. In particular, when the universal pulley 11 is rotated and cut until it is substantially parallel to the longitudinal direction of the groove 26, the groove width P of the groove 26 may be slightly larger than the thickness of the universal pulley 11.

また,縦型のユニバーサルプーリ11を採用することによって,従来の水平型のプーリよりも,溝26の深さQが浅くて済む。つまり,上記特許文献2に記載の従来の切断装置では,回転面が水平なガイドプーリ(以下,水平プーリ)を用いて切断ワイヤを送り出す/引き込んでいたが,かかる水平プーリを溝26内に設置するためには,切断深さLに加えて,少なくとも水平プーリの厚さの約半分の与堀が必要であった。これに対し,本実施形態にかかる切断装置1では,回転面が垂直であるユニバーサルプーリ11によって切断ワイヤ12aを送り出す/引き込むことにより,溝26の底面際で切断加工することができる。従って,上記溝26の深さQが切断深さLとほぼ同程度であっても,切断が加工であり,上記従来の与堀分が不要となる。   Further, by adopting the vertical universal pulley 11, the depth Q of the groove 26 can be made smaller than that of the conventional horizontal pulley. In other words, in the conventional cutting device described in Patent Document 2, the cutting wire is sent out / drawn by using a guide pulley (hereinafter, referred to as a horizontal pulley) whose rotating surface is horizontal, but the horizontal pulley is installed in the groove 26. In order to do this, in addition to the cutting depth L, a moat of at least about half the thickness of the horizontal pulley was required. On the other hand, in the cutting device 1 according to the present embodiment, the cutting wire 12a is fed / drawn by the universal pulley 11 having a vertical rotation surface, so that cutting can be performed near the bottom surface of the groove 26. Therefore, even if the depth Q of the groove 26 is approximately the same as the cutting depth L, the cutting is processing, and the conventional moat is not necessary.

このように,本実施形態にかかる切断装置1ではユニバーサルプーリ11を採用することで,上記特許文献2に記載の従来の切断装置のように溝26内に水平プーリを設置する場合と比べて,上記溝26の幅Pおよび深さQを小さくすることが可能になる。従って,切断加工に先立ち,ロードカッタやブレーカー等を用いて溝26を形成する作業を容易かつ迅速に実行できるようになり,作業効率を向上させることができる。   Thus, in the cutting device 1 according to the present embodiment, by adopting the universal pulley 11, compared to the case where a horizontal pulley is installed in the groove 26 as in the conventional cutting device described in Patent Document 2, The width P and depth Q of the groove 26 can be reduced. Therefore, prior to the cutting process, the operation of forming the groove 26 using a load cutter, a breaker or the like can be performed easily and quickly, and the work efficiency can be improved.

さらに,特許文献2に記載の従来の切断装置では,少なくとも10個以上のプーリを設置する必要があり,プーリ設置数が多く,このため,ワイヤ切断機構の構成も複雑であった。これに対して,本実施形態にかかる切断装置1では,上記ユニバーサルプーリ11によって,従来の切断装置における水平型のガイドプーリおよび方向変換プーリを代替できる。従って,プーリ設置数を大幅に低減でき,ワイヤ切断機構の構造を簡素化することができる。   Furthermore, in the conventional cutting device described in Patent Document 2, it is necessary to install at least 10 pulleys, and the number of pulleys installed is large. Therefore, the configuration of the wire cutting mechanism is complicated. On the other hand, in the cutting device 1 according to this embodiment, the universal pulley 11 can replace the horizontal guide pulley and the direction change pulley in the conventional cutting device. Therefore, the number of installed pulleys can be greatly reduced, and the structure of the wire cutting mechanism can be simplified.

以上,添付図面を参照しながら本発明の好適な実施形態について説明したが,本発明は係る例に限定されないことは言うまでもない。当業者であれば,特許請求の範囲に記載された範疇内において,各種の変更例または修正例に想到し得ることは明らかであり,それらについても当然に本発明の技術的範囲に属するものと了解される。   As mentioned above, although preferred embodiment of this invention was described referring an accompanying drawing, it cannot be overemphasized that this invention is not limited to the example which concerns. It will be apparent to those skilled in the art that various changes and modifications can be made within the scope of the claims, and these are of course within the technical scope of the present invention. Understood.

例えば,上記実施形態では,切断装置1の移動手段は,走行駆動部2とガイドレール2の組合せで構成されたが,かかる例に限定されず,切断装置7本体に,複数の車輪,クローラ機構等の移動手段を設けて移動可能に構成してもよい。また,移動手段は,少なくとも一対のユニバーサルプーリ11を移動させることができる構成であればよく,必ずしも,上記実施形態のように,切断装置本体7を移動させるものでなくてもよい。   For example, in the above embodiment, the moving means of the cutting device 1 is configured by a combination of the traveling drive unit 2 and the guide rail 2, but is not limited to such an example, and the cutting device 7 body includes a plurality of wheels and a crawler mechanism. It may be configured to be movable by providing a moving means such as the above. Moreover, the moving means should just be the structure which can move at least a pair of universal pulley 11, and does not necessarily need to move the cutting device main body 7 like the said embodiment.

また,上記実施形態では,各ユニバーサルプーリ11に対応して1つのガイドプーリ13を設置したが,本発明はかかる例に限定されない。例えば,各ユニバーサルプーリ11に対応して複数のガイドプーリ13を設置して,これら複数のガイドプーリ13によって駆動プーリ9からの切断ワイヤ12を各ユニバーサルプーリ11まで案内するようにしてもよい。また,ガイドプーリ13は,回動不能に配設されてもよい。   Moreover, in the said embodiment, although the one guide pulley 13 was installed corresponding to each universal pulley 11, this invention is not limited to this example. For example, a plurality of guide pulleys 13 may be installed corresponding to each universal pulley 11, and the cutting wire 12 from the drive pulley 9 may be guided to each universal pulley 11 by the plurality of guide pulleys 13. Further, the guide pulley 13 may be disposed so as not to rotate.

また,上記実施形態にかかる切断装置1では,プーリ設置数は,1個の駆動プーリ9,2個のユニバーサルプーリ11,2個のガイドプーリ13の計5個であったが,かかる例に限定されず,ガイドプーリ13を省略すれば,プーリ設置数を3個にすることも可能である。   Moreover, in the cutting device 1 according to the above embodiment, the number of pulleys installed is five in total: one drive pulley 9, two universal pulleys 11, and two guide pulleys 13. However, the present invention is limited to this example. If the guide pulley 13 is omitted, the number of installed pulleys can be three.

また,上記実施形態にかかる切断装置本体7では,鉛直に起立した駆動機支持柱4に駆動プーリ9,プーリ駆動部8,張力調整手段および移動手段等を配設したが,かかる例に限定されず,切断装置本体7の構成は多様に設計変更可能である。例えば,駆動機支持柱4を水平方向に延びるように配設してもよい。また,切断装置本体7を移動基台と固定基台とに分離して,移動基台にユニバーサルプーリ11および移動手段などを設け,固定基台駆動プーリ9,ガイドプーリ13,プーリ駆動部8および張力調整手段などを設けてもよい。これにより,固定基台を路面に固定して移動基台のみを移動させて,上述したスライス切断加工を実行することで,各装置を小型化して持ち運び便利にするとともに,移動手段の駆動機を小型化かつ安価にできる。   In the cutting device main body 7 according to the above embodiment, the driving pulley 9, the pulley driving unit 8, the tension adjusting means, the moving means, and the like are arranged on the vertically supporting drive support column 4. However, the present invention is limited to this example. The design of the cutting device body 7 can be variously modified. For example, you may arrange | position the drive machine support pillar 4 so that it may extend in a horizontal direction. Further, the cutting device main body 7 is separated into a moving base and a fixed base, and the moving base is provided with a universal pulley 11 and moving means, and the fixed base driving pulley 9, guide pulley 13, pulley driving portion 8 and A tension adjusting means or the like may be provided. As a result, by fixing the fixed base to the road surface and moving only the moving base, and performing the slice cutting process described above, each apparatus can be reduced in size and carried conveniently, and the drive means of the moving means can be reduced. Smaller and cheaper.

また,上記実施形態では,高架橋,橋梁等に既設の伸縮継手20を部分的に切断・除去する場合について説明したが,本発明はかかる例に限定されない。例えば,上記切断装置1および切断方法は,既設の縦目地部を切断・撤去する場合にも適用できる。この既設の縦目地部は,例えば,高速道路のインターチェンジを増設した場合や既設高架橋を拡幅した場合などに,平行する高架橋間の橋軸方向の接合部路面に設置されるものである。かかる既設の縦目地部を切断・撤去して,例えば埋設型伸縮継手等に交換する場合も,上記実施形態とほぼ同様の工程で実行できる   Moreover, although the said embodiment demonstrated the case where the existing expansion joint 20 was partially cut and removed to a viaduct, a bridge, etc., this invention is not limited to this example. For example, the cutting device 1 and the cutting method can also be applied when cutting and removing an existing vertical joint. This existing vertical joint is installed on the road surface of the joint in the direction of the bridge axis between parallel viaducts when, for example, an interchange of an expressway is added or an existing viaduct is widened. Even when such an existing vertical joint is cut and removed and replaced with, for example, an embedded expansion joint, it can be executed in substantially the same process as in the above embodiment.

本発明は,高架橋,橋梁等の構築物に既設の伸縮継手を部分的に切断する切断装置および切断方法に適用可能である。   The present invention can be applied to a cutting apparatus and a cutting method for partially cutting an existing expansion joint in a structure such as a viaduct or a bridge.

本発明の第1の実施形態にかかる切断装置を示す正面図である。It is a front view which shows the cutting device concerning the 1st Embodiment of this invention. 本発明の第1の実施形態にかかる切断装置を示す側面図である。It is a side view which shows the cutting device concerning the 1st Embodiment of this invention. 同実施形態にかかる無端切断ワイヤを示す部分拡大図である。It is the elements on larger scale which show the endless cutting wire concerning the embodiment. 同実施形態にかかるワイヤ切断機構における各プーリ間に懸架された切断ワイヤの周回状態を概念的に示す斜視図である。It is a perspective view which shows notionally the surrounding state of the cutting wire suspended between each pulley in the wire cutting mechanism concerning the embodiment. 同実施形態にかかるユニバーサルプーリの取付機構を示す縦断面図(a),側面図(b)および底面図(c)である。It is the longitudinal cross-sectional view (a), side view (b), and bottom view (c) which show the attachment mechanism of the universal pulley concerning the embodiment. 同実施形態にかかるユニバーサルプーリ11が回動する態様を示す平面図である。It is a top view which shows the aspect which the universal pulley 11 concerning the embodiment rotates. 同実施形態にかかる切断動作を行う切断装置を示す平面図である。It is a top view which shows the cutting device which performs the cutting | disconnection operation | movement concerning the embodiment. 同実施形態にかかる既設伸縮継手の切断方法を示すフローチャートである。It is a flowchart which shows the cutting method of the existing expansion joint concerning the embodiment. 同実施形態にかかる既設伸縮継手の切断方法の工程説明図である。It is process explanatory drawing of the cutting method of the existing expansion joint concerning the embodiment. 従来タイプの伸縮継手(くし形ジョイント)の構造を示す斜視図である。It is a perspective view which shows the structure of the conventional type expansion joint (comb joint).

符号の説明Explanation of symbols

1 切断装置
2 走行駆動部
3 ガイドレール
4 駆動機支柱
5 アーム支持枠
6 アーム
7 切断装置本体
8 プーリ駆動部
9 駆動プーリ
10 アーム取付具
11 ユニバーサルプーリ
12 切断ワイヤ
12a 一対のユニバーサルプーリ間に張架された切断ワイヤ
12b 各ガイドプーリと各ユニバーサルプーリの間に張架された切断ワイヤ
13 ガイドプーリ
14 路面
15 ガイドプーリ軸支具
16 ユニバーサルプーリ軸支具
20 伸縮継手(くし形ジョイント)
20a くし形片
21 床版(コンクリート)
26 溝
26a 切断線
27 ガラ
28 横断溝
29 伸縮継手補強材
L 伸縮継手の切断深さ
P 溝の幅
Q 溝の深さ
DESCRIPTION OF SYMBOLS 1 Cutting device 2 Traveling drive part 3 Guide rail 4 Drive support | pillar 5 Arm support frame 6 Arm 7 Cutting device main body 8 Pulley drive part 9 Drive pulley 10 Arm attachment 11 Universal pulley 12 Cutting wire 12a Stretching between a pair of universal pulleys Cutting wire 12b Cutting wire stretched between each guide pulley and each universal pulley 13 Guide pulley 14 Road surface 15 Guide pulley shaft support 16 Universal pulley shaft support 20 Expansion joint (comb joint)
20a Comb-shaped piece 21 Floor slab (concrete)
26 groove 26a cutting line 27 glass 28 transverse groove 29 expansion joint reinforcement L expansion depth of cutting joint P width of groove Q depth of groove

Claims (4)

既設の伸縮継手の路面側を部分的にスライス切断する切断装置であって:
駆動プーリと,回転面が前記路面に対して起立した状態で回動自在に配設される一対のユニバーサルプーリと,少なくとも前記駆動プーリおよび前記一対のユニバーサルプーリに懸架される無端の切断ワイヤと,前記駆動プーリを回転駆動させるプーリ駆動部とを有するワイヤ切断機構と;
少なくとも前記一対のユニバーサルプーリを前記伸縮継手の長手方向に移動させる移動手段と;
を備え,
切断加工時には,前記プーリ駆動部によって前記切断ワイヤを周回動作させながら,前記移動手段によって前記一対のユニバーサルプーリを前記伸縮継手の長手方向に移動させることによって,前記一対のユニバーサルプーリ間に張架された前記切断ワイヤを用いて,前記伸縮継手の路面側を部分的にスライス切断することを特徴とする,切断装置。
A cutting device that partially slices and cuts the road surface side of an existing expansion joint:
A drive pulley, a pair of universal pulleys rotatably disposed in a state where a rotation surface stands up with respect to the road surface, at least the drive pulley and an endless cutting wire suspended on the pair of universal pulleys; A wire cutting mechanism having a pulley drive section for rotating the drive pulley;
Moving means for moving at least the pair of universal pulleys in the longitudinal direction of the expansion joint;
With
At the time of cutting, the pair of universal pulleys are stretched between the pair of universal pulleys by moving the pair of universal pulleys in the longitudinal direction of the expansion joint while moving the cutting wire around by the pulley driving unit. A cutting apparatus characterized in that the road surface side of the expansion joint is partially sliced using the cutting wire.
前記ワイヤ切断機構は,前記路面上に設置される切断装置本体に設けられ,
前記移動手段は,前記切断装置本体を前記伸縮継手の長手方向に移動させることを特徴とする,請求項1に記載の切断装置。
The wire cutting mechanism is provided in a cutting device body installed on the road surface,
The cutting device according to claim 1, wherein the moving means moves the cutting device main body in a longitudinal direction of the expansion joint.
前記ワイヤ切断機構は,前記駆動プーリと前記各ユニバーサルプーリとの間に張架される前記切断ワイヤが,前記各ユニバーサルプーリ側で前記路面に対して略垂直方向に延びるように,前記切断ワイヤをガイドする1または2以上のガイドプーリをさらに有し,
前記各ユニバーサルプーリは,前記略垂直方向に延びる前記切断ワイヤを中心として回動自在に配設されることを特徴とする,請求項1または2のいずれかに記載の切断装置。
The wire cutting mechanism is configured so that the cutting wire stretched between the drive pulley and each universal pulley extends in a direction substantially perpendicular to the road surface on the side of each universal pulley. One or more guide pulleys for guiding,
3. The cutting device according to claim 1, wherein each of the universal pulleys is rotatably disposed around the cutting wire extending in the substantially vertical direction.
請求項1〜3のいずれかに記載の切断装置を用いて,既設の伸縮継手の路面側を部分的にスライス切断する切断方法であって:
前記伸縮継手の長手方向に沿って,前記伸縮継手の両側に溝を形成する工程と;
前記伸縮継手の両側の溝をつなぐように前記伸縮継手を横断する少なくとも1つの横断溝を形成する工程と;
前記切断装置が備える一対のユニバーサルプーリを,前記伸縮継手の両側の溝内にそれぞれ配置する工程と;
前記一対のユニバーサルプーリ間に張架された切断ワイヤを前記横断溝内の所定深さに配置する工程と;
前記切断ワイヤを周回動作させながら,前記一対のユニバーサルプーリを前記伸縮継手の長手方向に移動させることによって,前記一対のユニバーサルプーリ間に張架された前記切断ワイヤを用いて,前記伸縮継手の路面側を部分的にスライス切断する工程と;
を含むことを特徴とする,切断方法。
A cutting method for partially slicing a road surface side of an existing expansion joint using the cutting device according to claim 1, wherein:
Forming grooves on both sides of the expansion joint along the longitudinal direction of the expansion joint;
Forming at least one transverse groove across the expansion joint so as to connect the grooves on both sides of the expansion joint;
Disposing a pair of universal pulleys included in the cutting device in grooves on both sides of the expansion joint;
Disposing a cutting wire stretched between the pair of universal pulleys at a predetermined depth in the transverse groove;
By moving the pair of universal pulleys in the longitudinal direction of the expansion joint while rotating the cutting wire, the road surface of the expansion joint is used by using the cutting wire stretched between the pair of universal pulleys. Partially slicing the sides;
A cutting method characterized by comprising:
JP2005126998A 2005-04-25 2005-04-25 Partial cutting device and partial cutting method for existing expansion joint Expired - Fee Related JP4602827B2 (en)

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