JP2019111768A - Structural member cutting device, and structural member cutting method - Google Patents

Structural member cutting device, and structural member cutting method Download PDF

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JP2019111768A
JP2019111768A JP2017248379A JP2017248379A JP2019111768A JP 2019111768 A JP2019111768 A JP 2019111768A JP 2017248379 A JP2017248379 A JP 2017248379A JP 2017248379 A JP2017248379 A JP 2017248379A JP 2019111768 A JP2019111768 A JP 2019111768A
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wire saw
cutting
structural member
pulleys
deflection
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JP7121491B2 (en
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奥山 信博
Nobuhiro Okuyama
信博 奥山
昭 小林
Akira Kobayashi
昭 小林
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Shimizu Construction Co Ltd
Shimizu Corp
Consec Corp
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Shimizu Construction Co Ltd
Shimizu Corp
Consec Corp
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Abstract

To provide a cutting device having high working efficiency.SOLUTION: Provided is a cutting device 1 provided with a wire saw mechanism 8 cutting an underground beam C. The wire saw mechanism 8 includes: a plurality of pulleys; and wire saws 5 rounded around the plurality pulleys in an endless loop shape and circularly rotating. Each pulley includes: a driving pulley circularly rolling the wire saw 5; and a deflection regulation pulley regulating the deflection of the wire saw 5. The cutting device 1 includes: a driving part 14 of driving the driving pulleys and the regulation pulleys; and a movement mechanism 76 provided at the driving part 14 and moving the wire saw mechanism 8 along a T4 direction.SELECTED DRAWING: Figure 6

Description

本発明は、地中梁などの大型の構成部材を切断する際に好適に用いられる切断装置及び該切断装置を用いた構造部材の切断方法に関する。   BACKGROUND OF THE INVENTION Field of the Invention The present invention relates to a cutting device suitably used for cutting large-sized structural members such as underground beams and a method of cutting a structural member using the cutting device.

従来、地中梁など、縦方向に沿って立設された大型のコンクリート部材(構造部材)や横方向に延びる大型のコンクリート部材を解体する際には、一般の削岩機を用いると作業効率が著しく低下するため、ジャイアントブレーカなどの大型の破砕機を用いる。   Conventionally, when dismantling large concrete members (structural members) erected along the vertical direction, such as underground beams, or large concrete members extending in the horizontal direction, using a general rock drilling machine Use a large crusher such as a giant breaker.

しかしながら、ジャイアントブレーカなどの大型の破砕機を用いて大型のコンクリート部材を解体すると、非常に大きな騒音や振動、大量の粉塵が発生する。特に、地中梁を解体する際には、切断作業が地下で行われるため、大きな振動が発生し、作業現場の近隣への影響が大きくなる。   However, dismantling a large concrete member using a large crusher such as a giant breaker generates extremely loud noise, vibration, and a large amount of dust. In particular, when the underground beam is disassembled, the cutting operation is performed underground, so a large vibration occurs and the influence of the work site on the neighborhood becomes large.

そこで、本願の出願人は、ワイヤーソーを押し切り方式または引き切り方式で使用することによって大型の構造部材を切断可能な切断装置、および、該切断装置を用いた構造部材の切断方法を提案している(例えば、特許文献1参照)。   Therefore, the applicant of the present application has proposed a cutting device capable of cutting a large structural member by using a wire saw in a push-through method or a pull-off method, and a method of cutting a structural member using the cutting device. (See, for example, Patent Document 1).

特開2014−69529号公報JP, 2014-69529, A

例えば、図9に示すように、引き切り方式のワイヤーソー機構108を備えた切断装置100を用いた場合、下部ガイドプーリー128A,128Bを介してワイヤーソー105を循環回動させ、地中梁Cを横方向に切ることができる。なお、図9の下段では、説明をわかりやすくするため、下部ガイドプーリー128A,128Bおよびこれらのプーリー間を通るワイヤーソー105以外の切断装置100の構成を省略する。また、地中梁Cを水平方向に切った後、下部ガイドプーリー128A,128Bを上方に移動させつつ、ワイヤーソー105を循環回動させれば、地中梁Cを縦方向に切ることができる。   For example, as shown in FIG. 9, in the case of using the cutting device 100 provided with the wire saw mechanism 108 of the pull-off method, the wire saw 105 is circulated and rotated via the lower guide pulleys 128A and 128B, Can be cut horizontally. In the lower part of FIG. 9, the configuration of the cutting device 100 other than the lower guide pulleys 128A and 128B and the wire saw 105 passing between the pulleys is omitted to make the description easy to understand. Also, after the underground beam C is cut in the horizontal direction, the underground beam C can be cut in the vertical direction by rotating the wire saw 105 while rotating the lower guide pulleys 128A and 128B upward. .

しかしながら、図9の下段に示すように、地中梁Cを横方向に切った際、地中梁Cを貫通するワイヤーソー105の軌跡は平面視において弓状になる。このことにより、地中梁Cの幅方向の中央部の切断位置p11は、両端部の切断位置p12より距離Qだけ切断方向の手前側になる。このため、地中梁Cの切断方向を横方向から縦方向に変更する場合、ワイヤーソー105の軌跡を弓状から直線状に直すために、切断装置100の位置を切断方向の手前側に戻す必要があった。すなわち、切断装置100を支持する不図示の建設作業機などを操作し、切断装置100の設置替えを行う必要があるという課題があった。   However, as shown in the lower part of FIG. 9, when the underground beam C is cut in the lateral direction, the trajectory of the wire saw 105 passing through the underground beam C is arcuate in plan view. As a result, the cutting position p11 at the central portion in the width direction of the underground beam C is on the near side of the cutting direction by the distance Q from the cutting position p12 at both ends. For this reason, when changing the cutting direction of the underground beam C from the horizontal direction to the vertical direction, the position of the cutting apparatus 100 is returned to the near side of the cutting direction in order to reshape the trajectory of the wire saw 105 from an arched shape to a straight shape. I needed it. That is, there has been a problem that it is necessary to operate a construction work machine (not shown) supporting the cutting device 100 or the like to replace the cutting device 100.

上述の課題への対応の一つとして、切断位置p11,p12を連通し、かつ距離Qと略同等の直径のコアを形成する(所謂、コア抜きを行う)という方法がある。コア抜きを行えば、切断装置100の設置替えをせずに、ワイヤーソー105が切断位置p12にある状態で地中梁を縦方向に切り始めることができる。   As one of the solutions to the above-mentioned problems, there is a method of communicating the cutting positions p11 and p12 and forming a core having a diameter substantially equal to the distance Q (so-called core removal). If coring is performed, it is possible to start cutting the underground beam longitudinally while the wire saw 105 is at the cutting position p12 without replacing the cutting device 100.

しかしながら、上述のように、構造部材の切断方向を横方向から縦方向に切り替える度に、切断装置の設置替えやコア抜きを行うと、手間がかかり、作業効率が低下するという問題があった。本発明は、上述の事情に鑑みてなされたものであり、構造部材の切断作業の効率を高めることが可能な切断装置及び構造部材の切断方法を提供する。   However, as described above, whenever the cutting direction of the structural member is switched from the horizontal direction to the vertical direction, if installation and core removal of the cutting device are performed, it takes time and labor and the working efficiency is lowered. The present invention has been made in view of the above-described circumstances, and provides a cutting device and a cutting method of a structural member capable of enhancing the efficiency of the cutting operation of the structural member.

本発明の構造部材の切断装置は、構造部材を切断するワイヤーソー機構を備えた構造部材の切断装置であって、前記ワイヤーソー機構は、複数のプーリーと、前記複数のプーリーに無端ループ状に巻き掛けられ、循環回動するワイヤーソーと、を備え、前記複数のプーリーは、前記ワイヤーソーを循環回動させる駆動プーリーと、前記ワイヤーソーのたわみを調整するたわみ調整プーリーと、を含み、前記駆動プーリーおよび前記たわみ調整プーリーを駆動させる駆動部と、前記駆動部に設けられ、前記ワイヤーソー装置を前記切断方向に沿って移動させる移動機構と、を備えることを特徴とする。   The cutting device for a structural member according to the present invention is a cutting device for a structural member provided with a wire saw mechanism for cutting a structural member, wherein the wire saw mechanism comprises a plurality of pulleys and an endless loop of the plurality of pulleys. And a plurality of pulleys including a drive pulley for rotating and rotating the wire saw, and a deflection adjusting pulley for adjusting deflection of the wire saw. A drive pulley and a drive unit for driving the deflection adjustment pulley, and a moving mechanism provided in the drive unit for moving the wire saw device along the cutting direction.

本発明の構造部材の切断装置によれば、たわみ調整プーリーおよび移動機構を作動させることで、駆動部の位置を固定した状態でワイヤーソーのたわみを調節できる。したがって、最初にワイヤーソーを挿通させるコアを形成し、構造部材の上方に切断装置を一旦設置すると、切断装置の設置替えや追加のコア抜きの作業をせずに、構造部材を横方向および縦方向に切断できる。このことにより、従来のように切断装置の設置替えや追加のコア抜きを行う切断作業に比べて地中梁Cの切断作業の効率を高めることができる。   According to the cutting device for a structural member of the present invention, the deflection of the wire saw can be adjusted with the position of the drive section fixed by operating the deflection adjusting pulley and the moving mechanism. Thus, once the core is formed to allow the wire saw to pass through and once the cutting device is installed above the structural member, the structural member can be transversely and longitudinally without repositioning of the cutting device or additional coring operations. It can cut in the direction. By this, the efficiency of the cutting operation of the underground beam C can be enhanced compared to the cutting operation of repositioning the cutting device and performing additional coring as in the prior art.

本発明の構造部材の切断装置において、前記複数のプーリーは、前記構造部材の幅方向に沿って前記構造部材の両側に下部ガイドプーリーをさらに含み、前記たわみ調整プーリーは、前記ワイヤーソーに沿って隣り合う前記複数のプーリーに近接離間することによって前記下部ガイドプーリーの間に巻き掛けられた前記ワイヤーソーのたわみを調整してもよい。   In the structural member cutting device of the present invention, the plurality of pulleys further include lower guide pulleys on both sides of the structural member along the width direction of the structural member, and the deflection adjusting pulleys are along the wire saw. The deflection of the wire saw wound between the lower guide pulleys may be adjusted by approaching and separating the plurality of adjacent pulleys.

本発明の構造部材の切断装置によれば、たわみ調整プーリーをワイヤーソーに沿って隣り合う複数のプーリーに対して近接離間させることよって、たわみ調整プーリーとたわみ調整プーリーと隣り合うプーリーとの間に巻き掛けられたワイヤーソーの長さを増減し、下部ガイドプーリーの間に巻き掛けられたワイヤーソーのたわみを簡易かつ効率的に調整できる。   According to the cutting device for a structural member of the present invention, the deflection adjusting pulley is brought close to and separated from a plurality of adjacent pulleys along the wire saw so that the deflection adjusting pulley and the deflection adjusting pulley and the adjacent pulley are adjacent to each other. By increasing or decreasing the length of the wound wire saw, the deflection of the wire saw wound between the lower guide pulleys can be adjusted simply and efficiently.

本発明の構造部材の切断装置において、前記複数のプーリーは、前記構造部材の幅方向に沿って前記構造部材の両側に下部ガイドプーリーをさらに含み、前記駆動部に接続され、前記下部ガイドプーリーを縦方向に沿って移動可能に支持するガイド部材をさらに備え、前記下部ガイドプーリーは前記ガイド部材を中心に旋回可能であってもよい。   In the structural member cutting device of the present invention, the plurality of pulleys further include lower guide pulleys on both sides of the structural member along the width direction of the structural member, and are connected to the drive unit. The apparatus may further include a guide member movably supported along the longitudinal direction, and the lower guide pulley may be pivotable about the guide member.

本発明の構造部材の切断装置によれば、下部ガイドプーリーがガイド部材を中心に旋回するので、構造部材の切断方向に応じてワイヤーソーのガイド方向を円滑に変更できる。   According to the cutting device for a structural member of the present invention, since the lower guide pulley pivots around the guide member, the guiding direction of the wire saw can be smoothly changed according to the cutting direction of the structural member.

本発明の構造部材の切断方法は、上述の構造部材の切断装置を用いた構造部材の切断方法であって、前記構造部材の幅方向に挿通させた前記ワイヤーソーを循環回動させつつ、前記ワイヤーソー機構を前記構造部材の切断方向の奥側に移動させ、前記構造部材を横方向に切断する横方向切断工程と、前記ワイヤーソーのたわみを前記たわみ調整プーリーで減じつつ、前記切断方向において前記ワイヤーソー機構を前記ワイヤーソーの最も手前側の位置に移動させるテイクバック工程と、前記ワイヤーソーを循環回動させつつ、前記ワイヤーソーが前記構造部材の幅方向に挿通している部分を前記ワイヤーソー機構によって上昇させ、前記構造部材を縦方向に切断する縦方向切断工程と、を備えることを特徴とする。   The method for cutting a structural member according to the present invention is a method for cutting a structural member using the above-described structural member cutting apparatus, and the above-mentioned wire saw inserted in the width direction of the structural member is circulated and rotated. Moving the wire saw mechanism to the far side of the cutting direction of the structural member and cutting the structural member in the lateral direction; and in the cutting direction while reducing the deflection of the wire saw by the deflection adjusting pulley. A take-back step of moving the wire saw mechanism to the nearest position of the wire saw; and a portion through which the wire saw is inserted in the width direction of the structural member while circulating and rotating the wire saw. And C. a longitudinal cutting step of vertically lifting the structural member by means of a wire saw mechanism.

本発明の構造部材の切断方法によれば、上述の構造部材の切断装置を用いて横方向切断工程およびテイクバック工程を行うので、最初にワイヤーソーを挿通させるコアを形成し、構造部材の上方に切断装置を一旦設置すると、切断装置の設置替えや追加のコア抜きの作業をせずに、構造部材を横方向および縦方向に切断できる。このことにより、従来のように切断装置の設置替えや追加のコア抜きを行う切断作業に比べて地中梁Cの切断作業の効率を高めることができる。   According to the method of cutting a structural member of the present invention, the transverse cutting step and the takeback step are performed using the above-described cutting device for a structural member, so a core to which a wire saw is inserted first is formed, Once the cutting device has been installed, the structural members can be cut in the lateral and longitudinal directions without repositioning of the cutting device or additional coring operations. By this, the efficiency of the cutting operation of the underground beam C can be enhanced compared to the cutting operation of repositioning the cutting device and performing additional coring as in the prior art.

本発明の構造部材の切断装置および構造部材の切断方法によれば、構造部材の切断作業の効率を高めることができる。   ADVANTAGE OF THE INVENTION According to the cutting device of the structural member of this invention, and the cutting method of a structural member, the efficiency of the cutting operation of a structural member can be improved.

本発明の一実施形態に係る構造部材の切断装置を示す正面図である。It is a front view showing a cutting device of a structural member concerning one embodiment of the present invention. 図1に示す構造部材の切断装置を示す側面図である。It is a side view which shows the cutting device of the structural member shown in FIG. 図1に示す構造部材の切断装置を用いた構造部材の切断方法を説明するための図であって、上段は側面図であり、下段は平面図である。It is a figure for demonstrating the cutting method of a structural member using the cutting device of the structural member shown in FIG. 1, Comprising: The upper stage is a side view, and the lower stage is a top view. 図1に示す構造部材の切断装置を用いた構造部材の切断方法を説明するための図であって、上段は側面図であり、下段は平面図である。It is a figure for demonstrating the cutting method of a structural member using the cutting device of the structural member shown in FIG. 1, Comprising: The upper stage is a side view, and the lower stage is a top view. 図1に示す構造部材の切断装置を用いた構造部材の切断方法を説明するための図であって、上段は側面図であり、下段は平面図である。It is a figure for demonstrating the cutting method of a structural member using the cutting device of the structural member shown in FIG. 1, Comprising: The upper stage is a side view, and the lower stage is a top view. 図1に示す構造部材の切断装置を用いた構造部材の切断方法を説明するための図であって、上段は側面図であり、下段は平面図である。It is a figure for demonstrating the cutting method of a structural member using the cutting device of the structural member shown in FIG. 1, Comprising: The upper stage is a side view, and the lower stage is a top view. 図1に示す構造部材の切断装置を用いた構造部材の切断方法を説明するための断面図である。It is sectional drawing for demonstrating the cutting method of a structural member using the cutting device of the structural member shown in FIG. 図1に示す構造部材の切断装置を用いた構造部材の切断方法を説明するための図であって、上段は側面図であり、下段は平面図である。It is a figure for demonstrating the cutting method of a structural member using the cutting device of the structural member shown in FIG. 1, Comprising: The upper stage is a side view, and the lower stage is a top view. 従来の構造部材の切断装置を用いた構造部材の切断方法を説明するための図であって、上段は側面図であり、下段は平面図である。It is a figure for demonstrating the cutting method of the structural member using the cutting device of the conventional structural member, Comprising: The upper stage is a side view, and the lower stage is a top view.

以下、本発明を適用した構造部材の切断装置及び構造部材の切断方法の実施形態について、図面を参照して説明する。なお、以下の説明で用いる図面は模式的なものであり、長さ、幅及び厚みの比率等は実際のものと同一とは限らず、適宜変更することができる。   Hereinafter, embodiments of a cutting device of a structural member and a cutting method of a structural member to which the present invention is applied will be described with reference to the drawings. The drawings used in the following description are schematic, and the ratios of length, width, and thickness, etc. are not necessarily the same as actual ones, and may be changed as appropriate.

本実施形態では、地中梁(構造部材)のように、縦方向に立設されるとともに横方向に延びる大型かつコンクリート製の構造部材を切断するために好適な切断装置について説明する。   In this embodiment, a cutting device suitable for cutting a large-sized and concrete structural member which is vertically installed and extends in the lateral direction, such as a underground beam (structural member), will be described.

[構造部材の切断装置]
図1および図2に示すように、切断装置(構造部材の切断装置)1は、ワイヤーソー5を備えたワイヤーソー切断装置であり、地中梁Cなどの構造部材を引き切り方式で切断できるように構成されている。切断装置1は、不図示のクレーンなどの揚重機や油圧ショベルなどの建設作業機のベースマシンに取り付けられる。
[Cutting device for structural members]
As shown in FIG. 1 and FIG. 2, the cutting device (cutting device for a structural member) 1 is a wire saw cutting device provided with a wire saw 5 and can cut a structural member such as the underground beam C by a cutting method. Is configured as. The cutting device 1 is attached to a base machine of a construction work machine such as a lifting machine such as a crane (not shown) or a hydraulic shovel.

切断装置1は、前述のベースマシンに取り付けられるアダプター80(図2参照、図1では省略)と、アダプター80の下部に設けられたガイドフレーム10と、ガイドフレーム10の側端の下部からT1方向(すなわち、地中梁Cの幅方向)に沿って外側に向けて延設された支持部材41,41と、支持部材41,41の先端に接続部42を介して接続されてT2方向(すなわち、縦方向)に延設されたガイド部材44,44と、ガイドフレーム10に取り付けられて地中梁Cを切断するためのワイヤーソー機構8と、を備える。   The cutting apparatus 1 includes an adapter 80 (see FIG. 2, see FIG. 1) attached to the above-mentioned base machine, a guide frame 10 provided at the lower part of the adapter 80, and a T1 direction from the lower part of the side end of the guide frame 10. Support members 41 and 41 extended outward along the width direction of the underground beam C, and the tips of the support members 41 and 41 are connected via the connection portion 42 to the T2 direction (that is, , And a wire saw mechanism 8 attached to the guide frame 10 for cutting the underground beam C. As shown in FIG.

一対のガイド部材44,44は、不図示の電気ケーブルなどによってガイド部材調整機構に接続され、筒状の接続部42に挿通された状態でT2方向に移動可能である。   The pair of guide members 44, 44 are connected to the guide member adjustment mechanism by an electric cable (not shown) or the like, and can move in the direction T2 in a state of being inserted into the cylindrical connection portion 42.

ワイヤーソー機構8は、複数のプーリーと、該複数のプーリーに無端ループ状に巻き掛けられ、循環回動するワイヤーソー5と、を備える。図1に示すように、複数のプーリーは、ガイドフレーム10の内部に配置された駆動プーリー26、内側ガイドプーリー31,33,35,38、および、たわみ調整プーリー32,34と、一対のガイド部材44,44の上端に接続された外側上部ガイドプーリー27A,27B、一対のガイド部材44,44の下端に接続された外側下部ガイドプーリー(下部ガイドプーリー)28A,28B、を備える。   The wire saw mechanism 8 includes a plurality of pulleys, and a wire saw 5 wound around the plurality of pulleys in the form of an endless loop and circulatingly rotating. As shown in FIG. 1, the plurality of pulleys are a drive pulley 26 disposed inside the guide frame 10, an inner guide pulley 31, 33, 35, 38 and a deflection adjustment pulley 32, 34, and a pair of guide members Outer upper guide pulleys 27A, 27B connected to the upper ends of 44, 44 and outer lower guide pulleys (lower guide pulleys) 28A, 28B connected to the lower ends of the pair of guide members 44, 44.

駆動プーリー26は、T3方向(すなわち、切断方向)に沿って延びる軸芯56を介して不図示の駆動装置に接続され、軸芯56を中心に回転駆動される。ガイドフレーム10の背面11に形成され、かつT2方向に延在する貫通孔15に軸芯56が貫通する。駆動プーリー26は、軸芯56を介して駆動装置に接続され、該駆動装置によってT2方向に沿って移動可能である。   The drive pulley 26 is connected to a drive (not shown) via an axis 56 extending along the direction T3 (ie, the cutting direction), and is rotationally driven about the axis 56. An axial core 56 passes through a through hole 15 formed in the back surface 11 of the guide frame 10 and extending in the T2 direction. The drive pulley 26 is connected to the drive via the shaft 56 and is movable along the direction T2 by the drive.

たわみ調整プーリー32,34は、T3方向(すなわち、切断方向)に沿って延びる軸芯62,64を介して不図示の駆動装置に接続され、軸芯62,64を中心に回転駆動される。ガイドフレーム10の背面11に形成され、かつT2方向に延在する貫通孔16,17に軸芯62,64が貫通する。たわみ調整プーリー32,34は、軸芯62,64を介して駆動装置に接続され、該駆動装置によってT2方向に沿って独立に移動可能である。   The deflection adjustment pulleys 32, 34 are connected to a drive (not shown) via shaft cores 62, 64 extending along the T3 direction (ie, cutting direction), and are rotationally driven around the shaft cores 62, 64. The shaft cores 62, 64 pass through the through holes 16, 17 formed in the back surface 11 of the guide frame 10 and extending in the T2 direction. The deflection adjusting pulleys 32, 34 are connected to the drive via the shaft cores 62, 64, and are independently movable along the direction T2 by the drive.

内側ガイドプーリー31,33,35,38は、ガイドフレーム10の内部において、少なくとも駆動プーリー26およびたわみ調整プーリー32,34より下方で、T1方向に所定の間隔をあけて配置される。   The inner guide pulleys 31, 33, 35, 38 are disposed at predetermined intervals in the T1 direction at least below the drive pulley 26 and the deflection adjustment pulleys 32, 34 inside the guide frame 10.

ワイヤーソー5は、図1の正面視において、時計回りに、駆動プーリー26から内側ガイドプーリー38、外側上部ガイドプーリー27B、外側下部ガイドプーリー28B,28A、外側上部ガイドプーリー27A、内側ガイドプーリー35、たわみ調整プーリー34、内側ガイドプーリー33、たわみ調整プーリー32、内側ガイドプーリー31、再び駆動プーリー26に至るように無端ループ状に巻き掛けられる。地中梁Cの切断時には、外側下部ガイドプーリー28B,28Aの間に巻き掛けられたワイヤーソー5は、地中梁Cを貫通している。ワイヤーソー5は、駆動プーリー26の回転駆動に伴い、循環回動する。   The wire saw 5 rotates clockwise from the drive pulley 26 to the inner guide pulley 38, the outer upper guide pulley 27B, the outer lower guide pulleys 28B and 28A, the outer upper guide pulley 27A, the inner guide pulley 35, clockwise from the front view of FIG. The deflection adjustment pulley 34, the inner guide pulley 33, the deflection adjustment pulley 32, the inner guide pulley 31, and the drive pulley 26 are wound around in an endless loop. When cutting the underground beam C, the wire saw 5 wound between the outer lower guide pulleys 28B and 28A penetrates the underground beam C. The wire saw 5 is circulated and rotated as the drive pulley 26 is rotationally driven.

たわみ調整プーリー32,34、および必要に応じて駆動プーリー26がT2方向の上側に移動する程、ガイドフレーム10の内部に存在するワイヤーソー5の長さ、すなわちたわみ調整プーリー32,34と内側ガイドプーリー(ワイヤーソーに沿って隣り合う複数のプーリー)31,33,35との間に巻き掛けられるワイヤーソー5の長さは増大する。ワイヤーソー5の素材が有する伸縮性に起因する僅かな伸び縮みを除けば、無端ループ状のワイヤーソー5の全長は一定である。前述のようにガイドフレーム10の内部に存在するワイヤーソー5の長さは増大すれば、ガイドフレーム10の外部に存在するワイヤーソー5の長さは減少する。これにより、ガイド部材44,44の昇降時や横方向の地中梁Cの切断時に生じるワイヤーソー5のたわみが減少する。   As the deflection adjusting pulleys 32, 34 and, if necessary, the drive pulley 26 move upward in the T2 direction, the length of the wire saw 5 present inside the guide frame 10, ie, the deflection adjusting pulleys 32, 34 and the inner guide The length of the wire saw 5 wound between the pulleys (plural pulleys adjacent to each other along the wire saw) 31, 33, 35 increases. Except for the slight expansion and contraction due to the elasticity of the material of the wire saw 5, the total length of the endless loop wire saw 5 is constant. As described above, if the length of the wire saw 5 present inside the guide frame 10 increases, the length of the wire saw 5 present outside the guide frame 10 decreases. As a result, the deflection of the wire saw 5 caused when the guide members 44, 44 move up and down or when the underground beam C in the lateral direction is cut is reduced.

逆に、たわみ調整プーリー32,34、および必要に応じて駆動プーリー26がT2方向の下側に移動すると、ガイドフレーム10の内部に存在するワイヤーソー5の長さは減少し、ガイドフレーム10の外部に存在するワイヤーソー5の長さは増大する。図1に示すように、ガイド部材44,44が上昇位置にある際に、ガイドフレーム10の外部に存在するワイヤーソー5を長くすればよい。   Conversely, when the deflection adjustment pulleys 32, 34 and, if necessary, the drive pulley 26 move downward in the T2 direction, the length of the wire saw 5 present inside the guide frame 10 decreases and The length of the wire saw 5 present outside increases. As shown in FIG. 1, when the guide members 44, 44 are in the raised position, the wire saw 5 present outside the guide frame 10 may be elongated.

たわみ調整プーリー32,34がT2方向に沿って移動することにより、ワイヤーソー5のたわみだけではなく、ワイヤーソー5の張りを所定のように維持または調整することができる。但し、ワイヤーソー5の張力を所定のように維持する場合に比べてワイヤーソー5のたわみを調整する場合の方が、たわみ調整プーリー32,34の可動距離は長く必要とされる。したがって、たわみ調整プーリー32,34の可動距離は、例えばワイヤーソー5の張力を所定のように維持するためのテンションプーリーなどの可動距離よりも大きい。   By moving the deflection adjusting pulleys 32, 34 along the direction T2, not only the deflection of the wire saw 5 but also the tension of the wire saw 5 can be maintained or adjusted in a predetermined manner. However, the movable distance of the deflection adjusting pulleys 32 and 34 is required to be longer when adjusting the deflection of the wire saw 5 as compared to the case where the tension of the wire saw 5 is maintained as predetermined. Therefore, the movable distance of the deflection adjustment pulleys 32, 34 is greater than the movable distance of, for example, a tension pulley for maintaining the tension of the wire saw 5 in a predetermined manner.

一対のガイド部材44,44の上端に、連結金具47が装着される。外側上部ガイドプーリー27A,27Bは、T3方向に沿って連結金具47に挿通された軸芯67を中心に回転する。外側上部ガイドプーリー27A,27Bの姿勢は、T1方向に平行するように固定される。したがって、外側上部ガイドプーリー27A,27Bは、ガイド部材44を中心に旋回しない。   The connection fitting 47 is attached to the upper ends of the pair of guide members 44, 44. The outer upper guide pulleys 27A and 27B rotate around the shaft core 67 inserted into the connection fitting 47 along the direction T3. The postures of the outer upper guide pulleys 27A and 27B are fixed to be parallel to the T1 direction. Accordingly, the outer upper guide pulleys 27A and 27B do not pivot about the guide member 44.

一対のガイド部材44,44の下端に、連結金具48が装着される。外側下部ガイドプーリー28A,28Bは、連結金具48に挿通された軸芯68を中心に回転する。連結金具48は、平面視で接続部42を中心として矢印のように旋回可能となるように、接続部42の下端に連結される。したがって、外側下部ガイドプーリー28A,28Bの姿勢は、T2方向に沿って立った状態で、平面に置いて任意の方向に変化し得る。   The connection fitting 48 is attached to the lower ends of the pair of guide members 44, 44. The outer lower guide pulleys 28A and 28B rotate around the shaft core 68 inserted into the connection fitting 48. The connection fitting 48 is connected to the lower end of the connection portion 42 so as to be pivotable as shown by the arrow around the connection portion 42 in plan view. Therefore, the posture of the outer lower guide pulleys 28A and 28B can be changed in any direction by placing it on a plane while standing along the T2 direction.

図2に示すように、ガイドフレーム10は、背面11からT3方向の後側(すなわち、横方向切断時の切断方向の奥側)に延びる棒状の連結部75を介して、油圧シリンダー72に接続される。油圧シリンダー72からT3方向の前側(すなわち、横方向切断時の切断方向の手前側)に突出する連結部75の長さは可変である。油圧シリンダー72と連結部75は、ワイヤーソー機構8をT3方向に沿って移動させる移動機構76を構成する。移動機構76によって、ガイドフレーム10は、例えば所定の位置p1と位置p2との間を自在に移動可能である。   As shown in FIG. 2, the guide frame 10 is connected to the hydraulic cylinder 72 via a rod-like connecting portion 75 extending from the back surface 11 to the rear side in the T3 direction (that is, the rear side in the cutting direction at the time of transverse cutting). Be done. The length of the connecting portion 75 projecting from the hydraulic cylinder 72 to the front side in the T3 direction (that is, the front side in the cutting direction at the time of the horizontal cutting) is variable. The hydraulic cylinder 72 and the connecting portion 75 constitute a moving mechanism 76 for moving the wire saw mechanism 8 along the direction T3. The moving mechanism 76 allows the guide frame 10 to freely move, for example, between a predetermined position p1 and a position p2.

油圧シリンダー72と連結部75の油圧シリンダー72側の基端部は、駆動部14に収容されている。前述のガイド部材調整機構や、駆動プーリー26やたわみ調整プーリー32,34の駆動装置も駆動部14に収容されている。駆動部14は基台13に設けられる。基台13は、地中梁Cの上面αに当接させて地中梁Cの上方に駆動部14を設置した際に、反力などを吸収し、駆動部14を地中梁Cの上方で安定させる。駆動部14の上面に、アダプター80が設けられる。   The hydraulic cylinder 72 and the proximal end of the connecting portion 75 on the hydraulic cylinder 72 side are accommodated in the drive portion 14. The above-described guide member adjustment mechanism, and drive devices for the drive pulley 26 and the deflection adjustment pulleys 32 and 34 are also accommodated in the drive unit 14. The drive unit 14 is provided on the base 13. When the base 13 is in contact with the upper surface α of the underground beam C and the drive unit 14 is installed above the underground beam C, the base 13 absorbs a reaction force or the like, and the drive unit 14 is positioned above the underground beam C. Stabilize. An adapter 80 is provided on the top surface of the drive unit 14.

以下、無端ループ状のワイヤーソー5を含む面方向が「縦方向」(T2方向)に相当する。また、縦方向に直交する面方向、すなわち、連結部75が進退する方向が「横方向」(T3方向)に相当する。   Hereinafter, the surface direction including the endless loop-shaped wire saw 5 corresponds to the “longitudinal direction” (the T2 direction). Further, the surface direction orthogonal to the longitudinal direction, that is, the direction in which the connecting portion 75 advances and retracts corresponds to the “lateral direction” (the T3 direction).

[構成部材の切断方法]
次いで、本実施形態に係る構造部材の切断方法(以下、単に「切断方法」という場合がある)について、図3から図8を参照し、説明する。なお、図3から図8では、切断装置1の要部のみを図示する。
[Method of cutting components]
Next, a method of cutting a structural member according to the present embodiment (hereinafter sometimes simply referred to as “cutting method”) will be described with reference to FIGS. 3 to 8. In addition, in FIGS. 3-8, only the principal part of the cutting device 1 is shown in figure.

本実施形態の切断方法は、切断装置1を用いた地中梁Cの切断方法であって、少なくとも、地中梁Cを横方向に切断する横方向切断工程と、ワイヤーソー機構8をT3方向に沿って移動させるテイクバック工程と、地中梁Cを縦方向に切断する縦方向切断第二工程(縦方向切断工程)と、を備える。また、本実施形態の切断方法は、横方向切断工程を行う前に、地中梁Cにパイロット孔Rを形成するコア抜き工程と、地中梁Cを縦方向に切断する縦方向切断第一工程を行う。さらに、本実施形態の切断方法は、縦方向切断第二工程を行った後に、構造部材切出し工程を行う。以下、各工程について説明する。   The cutting method of the present embodiment is a cutting method of the underground beam C using the cutting device 1, and at least a transverse direction cutting step of cutting the underground beam C in the lateral direction, the wire saw mechanism 8 in the T3 direction And a second step (longitudinal cutting step) of longitudinally cutting the underground beam C. In the cutting method of the present embodiment, the coring step of forming the pilot hole R in the underground beam C and the longitudinal cutting method of cutting the underground beam C in the longitudinal direction are performed before the horizontal direction cutting step. Perform the process. Furthermore, in the cutting method of the present embodiment, the structural member cutting step is performed after the second step in the vertical direction cutting. Each step will be described below.

<コア抜き工程>
地中梁CのT3方向の最も手前側(図3の左側)において最下部に、地中梁CをT1方向に沿って貫通するパイロット孔Rを形成する(図3参照)。なお、地中梁Cに設備配管孔などが既に形成されている場合は、その設備配管孔をパイロット孔Rとして代用し、本工程を省略できる。
<Core removal process>
A pilot hole R penetrating the underground beam C along the direction T1 is formed at the lowermost portion of the underground beam C on the most near side (left side in FIG. 3) in the direction T3 (see FIG. 3). In addition, when an installation piping hole etc. are already formed in the underground beam C, the installation piping hole can be substituted as the pilot hole R, and this process can be skipped.

<縦方向切断第一工程>
切断装置1を地中梁Cの上面αに設置する。連結部75を油圧シリンダー72に後退させた状態で一旦固定し、T3方向においてワイヤーソー5の位置をパイロット孔Rの切断位置p3に揃える。続いて、ワイヤーソー5をパイロット孔Rに挿通させる。ガイド部材調整機構を用いて、一対のガイド部材44をT1方向において地中梁Cの両側に配置し、T2方向に沿って下降させる。その後、駆動プーリー26を回転駆動させ、ワイヤーソー5を循環回動させつつ、ガイド部材調整機構を用いてガイド部材44を上昇させる。この際、一対のガイド部材44,44を同じ高さで上昇させてもよく、一対のガイド部材44を交互にかつ段階的に上昇させてもよい。本工程により、図3の上段に示すように、パイロット孔Rに連通してパイロット孔RからT2方向の上側に延びる切断孔H1が地中梁Cに形成される。ワイヤーソー5が地中梁Cの上方に達すると、切断孔H1が切断対象の地中梁Cの上面αに開口する(図4の上段参照)。
<Longitudinal cutting first step>
The cutting device 1 is installed on the upper surface α of the underground beam C. The connecting portion 75 is temporarily fixed in a state of being retracted to the hydraulic cylinder 72, and the position of the wire saw 5 is aligned with the cutting position p3 of the pilot hole R in the T3 direction. Subsequently, the wire saw 5 is inserted into the pilot hole R. A pair of guide members 44 are disposed on both sides of the underground beam C in the T1 direction using the guide member adjustment mechanism, and are lowered along the T2 direction. Thereafter, the drive pulley 26 is driven to rotate, and the wire saw 5 is circulated and rotated, and the guide member 44 is raised using the guide member adjustment mechanism. At this time, the pair of guide members 44 may be raised at the same height, or the pair of guide members 44 may be raised alternately and stepwise. In this step, as shown in the upper part of FIG. 3, a cutting hole H1 communicating with the pilot hole R and extending upward from the pilot hole R in the direction T2 is formed in the underground beam C. When the wire saw 5 reaches above the underground beam C, the cutting hole H1 opens in the upper surface α of the underground beam C to be cut (see the upper stage in FIG. 4).

<横方向切断工程>
次に、切り出す地中梁Cの大きさを考慮し、駆動部14をT4方向の奥側に配置して一旦固定し、連結部75を油圧シリンダー72から前進させ、T3方向においてワイヤーソー5の位置をパイロット孔Rの切断位置p3に揃える。続いて、ガイド部材調整機構を用いて、T2方向における外側下部ガイドプーリー28A,28Bの間のワイヤーソー5の高さがパイロット孔Rの高さになるように、ガイド部材44を下降させる。ワイヤーソー5を循環回動させつつ、図4の上段に示すように、ワイヤーソー5をT4方向の奥側に移動させ、地中梁CをT4方向の奥側に切断する。
<Horizontal cutting process>
Next, in consideration of the size of the underground beam C to be cut out, the drive unit 14 is disposed on the back side in the direction T4 and temporarily fixed, and the connecting unit 75 is advanced from the hydraulic cylinder 72. The position is aligned with the cutting position p3 of the pilot hole R. Subsequently, the guide member 44 is lowered such that the height of the wire saw 5 between the outer lower guide pulleys 28A and 28B in the T2 direction becomes the height of the pilot hole R using the guide member adjustment mechanism. While the wire saw 5 is circulated and rotated, as shown in the upper part of FIG. 4, the wire saw 5 is moved to the back side in the T4 direction, and the underground beam C is cut to the back side in the T4 direction.

横方向切断工程では、外側下部ガイドプーリー28B,28Aより上方で循環駆動しているワイヤーソー5が、切断孔H2に挿通しつつ循環駆動しているワイヤーソー5をT4方向の奥側に引いている。そのため、図4の下段に示すように、外側下部ガイドプーリー28B,28Aの平面視の姿勢は、T1方向からT3方向にやや旋回した姿勢になる。本工程を行った後には、地中梁Cに切断位置p3から切断位置p4に延びる切断孔H2が形成される。   In the lateral cutting step, the wire saw 5 circulatingly driven above the outer lower guide pulleys 28B and 28A pulls the wire saw 5 circulatingly driven while being inserted into the cutting hole H2 to the back side in the T4 direction. There is. Therefore, as shown in the lower part of FIG. 4, the posture in plan view of the outer lower guide pulleys 28B and 28A is a posture slightly pivoted from the T1 direction to the T3 direction. After this process is performed, a cutting hole H2 extending from the cutting position p3 to the cutting position p4 is formed in the underground beam C.

図5の上段および下段に示すように、所定の切断位置p4まで横方向切断工程を行った後、ワイヤーソー5の循環駆動を一旦停止する。この状態では、平面視すると、図5の下段に示すように、切断孔H2に挿通するワイヤーソー5は弓状にたわんでいる。また、T1方向(地中梁の幅方向)の中央部の切断位置p4が両端部の切断位置p5より距離S1だけT4方向の手前側になる。外側下部ガイドプーリー28B,28Aの位置p6は、切断位置p4より距離S2だけT4方向の奥側になり、切断位置p5よりT4方向のさらに奥側になる。   As shown in the upper and lower portions of FIG. 5, after the transverse cutting process is performed to the predetermined cutting position p4, the circulation driving of the wire saw 5 is temporarily stopped. In this state, as shown in the lower part of FIG. 5, the wire saw 5 inserted into the cutting hole H2 is bowed as viewed from above. Further, the cutting position p4 at the central portion in the T1 direction (the width direction of the underground beam) is closer to the T4 direction by the distance S1 than the cutting positions p5 at the both ends. The position p6 of the outer lower guide pulleys 28B and 28A is on the back side in the T4 direction by the distance S2 from the cutting position p4, and is on the back side in the T4 direction from the cutting position p5.

<テイクバック工程>
次に、ワイヤーソー5のたわみをたわみ調整プーリー32,34で減じつつ、移動機構76を用いて、ワイヤーソー機構8をワイヤーソー5のT4方向における最も手前側の位置、すなわち切断位置p4に移動させる。具体的には、図5の上段に示す状態から図6の上段に示す状態にするように、連結部75を油圧シリンダー72からT4方向の手前側に進出させる。この際、駆動装置などによってたわみ調整プーリー32,34をT3方向の上側に移動に移動させ(図1参照)、ワイヤーソー5のたわみを減じる。図6の下段に示すように、切断孔H2に挿通するワイヤーソー5を切断位置p4においてT1方向に平行かつ平面視直線状にする。外側下部ガイドプーリー28B,28Aの位置をT4方向の手前側に距離S2に応じてテイクバックさせて切断位置p4にし、本工程は完了する。
<Takeback process>
Next, while reducing the deflection of the wire saw 5 by the deflection adjustment pulleys 32, 34, the moving mechanism 76 is used to move the wire saw mechanism 8 to the nearest position in the T4 direction of the wire saw 5, ie, the cutting position p4. Let Specifically, the connecting portion 75 is advanced from the hydraulic cylinder 72 toward the near side in the direction T4 so that the state shown in the upper part of FIG. 5 is changed to the state shown in the upper part of FIG. At this time, the deflection adjusting pulleys 32 and 34 are moved to the upper side in the T3 direction by a drive device or the like (see FIG. 1) to reduce the deflection of the wire saw 5. As shown in the lower part of FIG. 6, the wire saw 5 inserted into the cutting hole H2 is made parallel to the direction of T1 at the cutting position p4 and is linear in a plan view. The positions of the outer lower guide pulleys 28B and 28A are taken back to the near side in the T4 direction according to the distance S2 to be the cutting position p4, and this process is completed.

<縦方向切断第二工程>
次に、ワイヤーソー5の循環駆動を再開する。本工程では、ワイヤーソー5を循環回動させつつ、切断位置p4の切断孔H2に挿通するワイヤーソー5(ワイヤーソーが構造部材の幅方向に挿通している部分)をワイヤーソー機構8によって上昇させ、地中梁Cを縦方向に切断する。具体的には、図7に示すように、切断位置p4において縦方向切断第一工程と同様に、ワイヤーソー5を循環回動させつつ、ガイド部材調整機構を用いてガイド部材44を上昇させる。本工程により、地中梁Cに切断孔H3が形成される。ワイヤーソー5が地中梁Cの上方に達すると、切断孔H3が切断対象の地中梁Cの上面αに開口する。
<Longitudinal Cutting Second Step>
Next, the circulation driving of the wire saw 5 is resumed. In this step, the wire saw 5 is raised by the wire saw mechanism 8 (a portion where the wire saw is inserted in the width direction of the structural member) which is inserted through the cutting hole H2 of the cutting position p4 And cut the underground beam C in the longitudinal direction. Specifically, as shown in FIG. 7, the guide member 44 is raised using the guide member adjustment mechanism while rotating the wire saw 5 at the cutting position p4 in the same manner as in the first step of cutting in the vertical direction. The cutting hole H3 is formed in the underground beam C by this process. When the wire saw 5 reaches above the underground beam C, the cutting hole H3 opens in the upper surface α of the underground beam C to be cut.

<構成部材切出し工程>
図8の上段に示すように、切断孔H1,H2,H3によって切り出された構成部材C1を地中梁Cから取り出す。
<Component member cutting process>
As shown in the upper part of FIG. 8, the structural member C1 cut out by the cutting holes H1, H2, and H3 is taken out from the underground beam C.

なお、地中梁Cを長い切断距離にわたって切り出す場合は、図8の上段に示すように、上述の縦方向切断第二工程又は構成部材切出し工程を行った後に、切断位置p4の切断孔H2をコアとみなし、横方向切断工程から縦方向切断第二工程までを繰り返すことができる。上述の縦方向切断第二工程の完了時では、地中梁CのT1方向の両端部における切断孔H2は、切断位置p5に達している。したがって、切断位置p4の切断孔H2から横方向切断工程を行う際には、ワイヤーソー5を循環回動させると共に、ワイヤーソー5のたわみを増大させないペースでたわみ調整プーリー32,34をT3方向の下側に戻す。また、駆動部14は移動させずに、連結部75を油圧シリンダー72からT4方向の奥側に後退させる。ワイヤーソー5のたわみがなくなり、外側下部ガイドプーリー28B,28Aが切断位置p5まで到着したら、連結部75を固定する。その後、前述の横方向切断工程時と同様に、駆動部14の位置は一旦固定し、ワイヤーソー5(すなわち、ガイドフレーム10)をT4方向の奥側に移動させることで再び切断装置1をT4方向の奥側に移動させ、地中梁Cを効率的に横方向に切断できる。以後、前述のように横方向切断工程から縦方向切断第二工程までを繰り返せばよい。   In the case where the underground beam C is cut out over a long cutting distance, as shown in the upper part of FIG. 8, the cutting hole H2 of the cutting position p4 is performed after performing the above-mentioned second cutting step in the vertical direction or the component cutting step. It can be regarded as a core, and the process from the transverse cutting process to the longitudinal cutting second process can be repeated. At the completion of the above-described second step of longitudinal cutting, the cutting holes H2 at both ends in the T1 direction of the underground beam C reach the cutting position p5. Therefore, when performing the lateral cutting process from the cutting hole H2 of the cutting position p4, while rotating the wire saw 5 in a circulating manner, the deflection adjusting pulleys 32, 34 in the T3 direction at a pace that does not increase the deflection of the wire saw 5. Return to the down side. Further, without moving the drive unit 14, the connecting unit 75 is retracted from the hydraulic cylinder 72 to the far side in the direction T4. When the deflection of the wire saw 5 disappears and the outer lower guide pulleys 28B and 28A reach the cutting position p5, the connecting portion 75 is fixed. After that, the position of the drive unit 14 is once fixed, and the wire saw 5 (that is, the guide frame 10) is moved to the back side in the T4 direction as in the above-described lateral direction cutting step. The underground beam C can be efficiently cut in the lateral direction by moving it to the far side of the direction. Thereafter, as described above, the process from the transverse cutting step to the longitudinal cutting second step may be repeated.

以上の各工程を行うことにより、地中梁Cの切断作業が完了する。   By performing each of the above steps, the cutting operation of the underground beam C is completed.

上述説明したように、本実施形態の切断装置1および切断方法によれば、たわみ調整プーリー32,34をT3方向に沿って移動させることで、無端ループ状のワイヤーソー5の全長に対してガイドフレーム10の内部に存在するワイヤーソー5の長さを調整できる。ガイドフレーム10の内部に存在するワイヤーソー5の長さを調整することで、地中梁Cを貫通するワイヤーソー5の長さを調節でき、図4の上段に例示したワイヤーソー5のたわみを減じることができる。すなわち、たわみ調整プーリー32,34によって、地中梁Cを貫通するワイヤーソー5のたわみを減じることができる。この際、移動機構76を作動させ、油圧シリンダー72に対して連結部75を進退させることで、駆動部14の位置を変更せずに、ワイヤーソー5のたわみを調節できる。したがって、パイロット孔Rを形成し、地中梁Cを縦方向に切断した後は、地中梁Cの上方に切断装置1を一旦設置すると、切断装置1の設置替えなしで、地中梁Cの横方向の切断を行うことができる。このことにより、従来のように切断装置の大がかりな設置替えを行う作業に比べて地中梁Cの切断作業の効率を高め、作業時間を短縮することができる。   As described above, according to the cutting apparatus 1 and the cutting method of the present embodiment, the deflection adjusting pulleys 32, 34 are moved along the direction T3 to guide the entire length of the endless loop wire saw 5 as a guide. The length of the wire saw 5 present inside the frame 10 can be adjusted. By adjusting the length of the wire saw 5 present inside the guide frame 10, the length of the wire saw 5 penetrating the underground beam C can be adjusted, and the deflection of the wire saw 5 illustrated in the upper portion of FIG. It can be reduced. That is, the deflection of the wire saw 5 penetrating the underground beam C can be reduced by the deflection adjusting pulleys 32 and 34. At this time, by operating the moving mechanism 76 and advancing and retracting the connecting portion 75 with respect to the hydraulic cylinder 72, the deflection of the wire saw 5 can be adjusted without changing the position of the driving portion 14. Therefore, after the pilot hole R is formed and the underground beam C is cut in the longitudinal direction, once the cutting device 1 is installed above the underground beam C, the underground beam C is installed without replacing the cutting device 1. You can make a lateral cut of the By this, compared with the operation | work which performs extensive installation replacement of a cutting device like before, the efficiency of the cutting operation of the underground beam C can be improved, and operation | work time can be shortened.

また、本実施形態の切断装置1によれば、たわみ調整プーリー32,34をワイヤーソー5に沿って隣り合う内側ガイドプーリー31,33,35に対してT2方向に近接離間させる。このことによって、たわみ調整プーリー32,34とたわみ調整プーリーと内側ガイドプーリー31,33,35,38との間に巻き掛けられたワイヤーソー5の長さを増減し、外側下部ガイドプーリー28B,28Aの間に巻き掛けられたワイヤーソー5のたわみを簡易かつ効率的に調整できる。   Further, according to the cutting device 1 of the present embodiment, the deflection adjusting pulleys 32, 34 are brought close to and separated from the inner guide pulleys 31, 33, 35 adjacent to each other along the wire saw 5 in the T2 direction. As a result, the length of the wire saw 5 wound between the deflection adjusting pulleys 32, 34 and the deflection adjusting pulleys and the inner guide pulleys 31, 33, 35, 38 is increased or decreased, and the outer lower guide pulleys 28B, 28A. The deflection of the wire saw 5 wound between can be adjusted simply and efficiently.

また、本実施形態の切断装置1によれば、従来の破砕機では対処できない幅広い地中梁Cを解体できる。切断装置1を用いることにより、従来のジャイアントブレーカ方式に比べ、無振動・大幅な騒音削減・大幅な粉塵量削減を実現できる。このことによって、環境改善に大きく寄与し、切断作業の近隣に対して好影響が見込まれる。   Moreover, according to the cutting device 1 of this embodiment, the wide underground beam C which can not be coped with by the conventional crusher can be disassembled. By using the cutting device 1, it is possible to realize no vibration, significant noise reduction, and significant dust amount reduction, as compared to the conventional giant breaker method. This will greatly contribute to environmental improvement and have a positive impact on the neighborhood of cutting work.

また、本実施形態の切断装置1によれば、外側下部ガイドプーリー28B,28Aはガイド部材44,44を中心に旋回可能である。このことによって、地中梁Cの切断方向に応じてワイヤーソー5のガイド方向を円滑に変更できる。例えば、地中梁Cを縦方向に切断する場合、外側下部ガイドプーリー28B,28Aは、平面視においてT1方向に沿う。また、地中梁Cを横方向に切断する場合、ワイヤーソー5のたわみ量に応じて、外側下部ガイドプーリー28B,28Aは、平面視においてT1方向からT3方向に向けて旋回する。このように外側下部ガイドプーリー28B,28Aが旋回するので、外側下部ガイドプーリー28B,28Aとガイド部材44,44とを連結する連結金具48への付加も軽減できる。   Further, according to the cutting device 1 of the present embodiment, the outer lower guide pulleys 28B and 28A can be pivoted about the guide members 44 and 44. By this, according to the cutting direction of underground beam C, the guide direction of wire saw 5 can be changed smoothly. For example, in the case where the underground beam C is cut in the longitudinal direction, the outer lower guide pulleys 28B and 28A extend along the direction T1 in plan view. When the underground beam C is cut in the lateral direction, the outer lower guide pulleys 28B and 28A turn from the T1 direction toward the T3 direction in plan view according to the amount of deflection of the wire saw 5. Since the outer lower guide pulleys 28B and 28A are thus pivoted, the addition to the connection fitting 48 for connecting the outer lower guide pulleys 28B and 28A and the guide members 44 can also be reduced.

以上、本発明の好ましい実施形態について詳述したが、本発明は係る特定の実施形態に限定されるものではなく、特許請求の範囲内に記載された本発明の要旨の範囲内において、種々の変更が可能である。   Although the preferred embodiments of the present invention have been described above in detail, the present invention is not limited to the specific embodiments, and various modifications may be made within the scope of the present invention as set forth in the appended claims. Changes are possible.

例えば、上述の実施形態では、油圧シリンダー72および連結部75を備えた移動機構76を例示したが、ワイヤーソー機構8をT3方向に沿って移動可能であれば移動機構76の構成は、特に限定されない。   For example, in the above embodiment, the moving mechanism 76 including the hydraulic cylinder 72 and the connecting portion 75 is illustrated, but the configuration of the moving mechanism 76 is particularly limited as long as the wire saw mechanism 8 can be moved along the T3 direction. I will not.

例えば、上述の実施形態では、ガイド部材44,44がガイドフレーム10および移動機構76を介して間接的に駆動部14と接続されるが、ガイド部材44,44は駆動部14の側面などに直接接続されてもよい。   For example, in the above-described embodiment, the guide members 44, 44 are indirectly connected to the drive unit 14 via the guide frame 10 and the moving mechanism 76, but the guide members 44, 44 are directly connected to the side surfaces of the drive unit 14 or the like. It may be connected.

例えば、ワイヤーソー機構8の複数のプーリーは、ワイヤーソー5の張力を一定に保持するテンションプーリーを補助的に備えてもよい。   For example, the plurality of pulleys of the wire saw mechanism 8 may be additionally provided with a tension pulley that holds the tension of the wire saw 5 constant.

1 切断装置(構成部材の切断装置)
5 ワイヤーソー
8 ワイヤーソー機構
26 駆動プーリー
32,34 たわみ調整プーリー
28A,28B 外側下部ガイドプーリー(下部ガイドプーリー)
44 ガイド部材
76 移動機構
C 地中梁(構造部材)
1 Cutting device (cutting device of component members)
5 Wire saw 8 Wire saw mechanism 26 Drive pulleys 32, 34 Deflection adjustment pulleys 28A, 28B Outer lower guide pulley (lower guide pulley)
44 Guide member 76 Moving mechanism C Underground beam (structural member)

Claims (4)

構造部材を切断するワイヤーソー機構を備えた構造部材の切断装置であって、
前記ワイヤーソー機構は、
複数のプーリーと、
前記複数のプーリーに無端ループ状に巻き掛けられ、循環回動するワイヤーソーと、
を備え、
前記複数のプーリーは、前記ワイヤーソーを循環回動させる駆動プーリーと、前記ワイヤーソーのたわみを調整するたわみ調整プーリーと、を含み、
前記駆動プーリーおよび前記たわみ調整プーリーを駆動させる駆動部と、
前記駆動部に設けられ、前記ワイヤーソー機構を切断方向に沿って移動させる移動機構と、
を備えることを特徴とする構造部材の切断装置。
A cutting device for a structural member provided with a wire saw mechanism for cutting a structural member, comprising:
The wire saw mechanism is
With multiple pulleys,
A wire saw that is wound around the plurality of pulleys in an endless loop, and is rotated;
Equipped with
The plurality of pulleys include a drive pulley for rotating the wire saw and a deflection adjusting pulley for adjusting the deflection of the wire saw.
A drive unit for driving the drive pulley and the deflection adjustment pulley;
A moving mechanism provided in the drive unit for moving the wire saw mechanism along a cutting direction;
A cutting device for a structural member, comprising:
前記複数のプーリーは、前記構造部材の幅方向に沿って前記構造部材の両側に下部ガイドプーリーをさらに含み、
前記たわみ調整プーリーは、前記ワイヤーソーに沿って隣り合う前記複数のプーリーに近接離間することによって前記下部ガイドプーリーの間に巻き掛けられた前記ワイヤーソーのたわみを調整する請求項1に記載の構造部材の切断装置。
The plurality of pulleys further include lower guide pulleys on both sides of the structural member along the width direction of the structural member,
The structure according to claim 1, wherein the deflection adjusting pulley adjusts the deflection of the wire saw wound between the lower guide pulleys by approaching and separating the plurality of adjacent pulleys along the wire saw. Parts cutting device.
前記複数のプーリーは、前記構造部材の幅方向に沿って前記構造部材の両側に下部ガイドプーリーをさらに含み、
前記駆動部に接続され、前記下部ガイドプーリーを縦方向に沿って移動可能に支持するガイド部材をさらに備え、
前記下部ガイドプーリーは前記ガイド部材を中心に旋回可能である請求項1または2に記載の構造部材の切断装置。
The plurality of pulleys further include lower guide pulleys on both sides of the structural member along the width direction of the structural member,
The apparatus further comprises a guide member connected to the drive unit and movably supporting the lower guide pulley along the longitudinal direction.
The structural member cutting apparatus according to claim 1, wherein the lower guide pulley is pivotable about the guide member.
請求項1から3のいずれか一項に記載の構造部材の切断装置を用いた構造部材の切断方法であって、
前記構造部材の幅方向に挿通させた前記ワイヤーソーを循環回動させつつ、前記ワイヤーソー機構を前記構造部材の前記切断方向の奥側に移動させ、前記構造部材を横方向に切断する横方向切断工程と、
前記ワイヤーソーのたわみを前記たわみ調整プーリーで減じつつ、前記前記切断方向において前記ワイヤーソー機構を前記ワイヤーソーの最も手前側の位置に移動させるテイクバック工程と、
前記ワイヤーソーを循環回動させつつ、前記ワイヤーソーが前記構造部材の幅方向に挿通している部分を前記ワイヤーソー機構によって上昇させ、前記構造部材を縦方向に切断する縦方向切断工程と、
を備えることを特徴とする構造部材の切断方法。
A method of cutting a structural member using the structural member cutting device according to any one of claims 1 to 3,
A lateral direction in which the wire saw mechanism is moved to the back side in the cutting direction of the structural member while the wire saw inserted in the width direction of the structural member is circulated and rotated, and the structural member is cut in the lateral direction A cutting process,
A takeback step of moving the wire saw mechanism to the nearest position of the wire saw in the cutting direction while reducing the deflection of the wire saw with the deflection adjusting pulley;
A longitudinal cutting step of cutting the structural member in the longitudinal direction by raising the part where the wire saw is inserted in the width direction of the structural member by the wire saw mechanism while circulating and rotating the wire saw;
A method of cutting a structural member, comprising:
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010240990A (en) * 2009-04-06 2010-10-28 Shimizu Corp Cutting method of concrete
JP2013023922A (en) * 2011-07-21 2013-02-04 Ohbayashi Corp Cutting apparatus, cutting method, and demolition method for structure
JP2014069529A (en) * 2012-10-01 2014-04-21 Shimizu Corp Cutting apparatus

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010240990A (en) * 2009-04-06 2010-10-28 Shimizu Corp Cutting method of concrete
JP2013023922A (en) * 2011-07-21 2013-02-04 Ohbayashi Corp Cutting apparatus, cutting method, and demolition method for structure
JP2014069529A (en) * 2012-10-01 2014-04-21 Shimizu Corp Cutting apparatus

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