JP7290320B2 - Bridge deck cutting device and method - Google Patents

Bridge deck cutting device and method Download PDF

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JP7290320B2
JP7290320B2 JP2019213048A JP2019213048A JP7290320B2 JP 7290320 B2 JP7290320 B2 JP 7290320B2 JP 2019213048 A JP2019213048 A JP 2019213048A JP 2019213048 A JP2019213048 A JP 2019213048A JP 7290320 B2 JP7290320 B2 JP 7290320B2
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floor slab
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JP2021085172A (en
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松原裕行
中村直見
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Description

本発明は、橋梁のリニューアル工法において、コンクリート製床版取替えのため、鋼桁より床版を取外すのに用いる床版の切断装置及び方法に関する。 The present invention relates to a floor slab cutting apparatus and method used for removing a floor slab from a steel girder for replacement of a concrete floor slab in a bridge renewal construction method.

橋梁の老朽化対策の一環として行われる床版の取替工事に際しては、既設の床版取外しのため、橋脚上に横架される鋼桁にアンカーボルトにより固定される床版下に膨出する凸部がアンカーボルトと共に切断される。 When replacing the floor slabs as part of the countermeasures against aging bridges, the existing floor slabs are removed. The protrusion is cut together with the anchor bolt.

図1は、下記特許文献1に開示される装置と同様な切断装置について示すもので、この装置は、床版1に縦設される支柱2と、該支柱2に昇降可能に取付けられ、図示しないピニオンラック機構よりなる昇降機構により昇降すると共に、モータを含む回転駆動機構により回転駆動される駆動プーリ3と、支柱下部に横架される取付棒4と、該取付棒4に取付けられる変換プーリ5a、5b、5c、5dと、取付棒4の両端部に平行をなして下向きに取付けられる支持棒6と、各支持棒6の下端にそれぞれ取付けられる変換プーリ7よりなり、各プーリ3、5a、5b、5c、5d及び7にエンドレスなダイヤモンドワイヤー(以下、単にワイヤーという)11が所定の順序で掛けられている。 FIG. 1 shows a cutting device similar to the device disclosed in Patent Document 1 below. A drive pulley 3 that is lifted and lowered by a lifting mechanism consisting of a pinion rack mechanism that does not lift and is driven to rotate by a rotation drive mechanism including a motor, a mounting rod 4 that spans across the lower part of the support, and a conversion pulley that is mounted on the mounting rod 4. 5a, 5b, 5c and 5d, supporting rods 6 attached downward in parallel to both ends of the mounting rod 4, and conversion pulleys 7 attached to the lower ends of the supporting rods 6, respectively. , 5b, 5c, 5d and 7, an endless diamond wire (hereinafter simply referred to as wire) 11 is wound in a predetermined order.

上記装置を用いた工法においては先ず、下向きに膨出する凸部1aが鋼桁9上に図示しないアンカーボルトによって固定される床版1に対し、一対の縦孔8を前記凸部1aの鋼桁9を挟んだ箇所に貫通して形成すると共に、縦孔8との間で前記凸部1aを挟む近傍箇所に鋼桁9と直交するワイヤーを通す水平な通孔12(以下、ワイヤー通孔という)または切断溝を下向きに膨出する凸部1aに形成し、前記各縦孔8に下端に変換プーリ7を備えた支持棒6を挿入し配置する。 In the construction method using the above equipment, first, a pair of vertical holes 8 are formed in the steel slab 1, which is fixed to the steel girder 9 by anchor bolts (not shown). A horizontal through hole 12 (hereinafter referred to as a wire through hole ) or a cutting groove is formed in the downwardly bulging convex portion 1a, and a support rod 6 having a conversion pulley 7 at its lower end is inserted into each vertical hole 8 and arranged.

そして駆動プーリ3に掛けられるワイヤー11を変換プーリ5a、5b、5c、5d及び前記縦孔8内の変換プーリ7に掛け、変換プーリ7間のワイヤー11を鋼桁9上の凸部1aに開けられた前記ワイヤー通孔12に通して、床版凸部1aを囲うようにして水平に掛け渡す。次に前記ワイヤー11を無端状に連結した状態で駆動プーリ3の回転により走行駆動させると共に、前記昇降機構により駆動プーリ3を図の矢印方向に上昇させてワイヤー11を牽引し、床版凸部1aを図示しない前記アンカーボルトと共に水平切断し鋼桁9より分離するようにしている。 Wires 11 hooked to the drive pulleys 3 are hooked to the conversion pulleys 5a, 5b, 5c, 5d and the conversion pulleys 7 in the vertical holes 8, and the wires 11 between the conversion pulleys 7 are opened to the convex portion 1a on the steel girder 9. The wire is passed through the wire through-hole 12 and horizontally spanned so as to surround the floor slab convex portion 1a. Next, while the wire 11 is connected endlessly, it is driven to run by rotating the driving pulley 3, and the lifting mechanism raises the driving pulley 3 in the direction of the arrow in the figure to pull the wire 11, thereby pulling the floor slab convex portion. 1a is horizontally cut together with the anchor bolts (not shown) to be separated from the steel girder 9. As shown in FIG.

なお上記工法において、図示する変換プーリ7が縦孔8内に納められているのは、変換プーリ7より下向きに方向転換するワイヤー11を水平切断位置に位置させる必要があるためである。 In the above construction method, the illustrated conversion pulley 7 is housed in the vertical hole 8 because the wire 11 that turns downward from the conversion pulley 7 must be positioned at the horizontal cutting position.

別の工法として、下記非特許文献1には、ワイヤーソーよりなる切断装置全体を床版下の鋼桁に取付け、鋼桁上の床版を水平切断する装置が提案されている。 As another construction method, Non-Patent Document 1 below proposes a device for horizontally cutting the floor slab above the steel girder by attaching an entire cutting device consisting of a wire saw to the steel girder under the floor slab.

特開2009-114688号公報JP 2009-114688 A

2019年8月9日発行の日本経済新聞Nihon Keizai Shimbun published on August 9, 2019

特許文献1に開示される工法では、切断装置は床版上に設置されるが、床版下の鋼桁に取付けられる非特許文献1に開示される装置と比べ、重量のある切断装置の床版への取付作業が容易である利点があるが、縦孔内に配置される変換プーリ7に掛けられるワイヤー11は切断時、鋼桁9と干渉しない、鋼桁上の所望の水平切断位置に位置させる必要があることから、ワイヤー11による切断位置を設定するために変換プーリ7の上下位置を調整する必要が生ずる。 In the construction method disclosed in Patent Document 1, the cutting device is installed on the floor slab. Although there is an advantage that the installation work to the plate is easy, the wire 11 hung on the conversion pulley 7 arranged in the vertical hole is cut at a desired horizontal cutting position on the steel girder 9 so as not to interfere with the steel girder 9. It is necessary to adjust the vertical position of the conversion pulley 7 in order to set the cutting position by the wire 11 because it needs to be positioned.

変換プーリ7の上下位置の調整は、変換プーリ7を支持棒6と共に上げ下げすることにより行われ、上下位置調整後、支持棒6を固定するが、上下位置調整時には変換プーリ下端が所要の上下位置となるように、すなわち水平切断位置となるように床版下で変換プーリ7の上げ下げを行う作業員と、床版上で変換プーリ7が取付けられる支持棒6の固定作業を行う作業員が必要となる。 The vertical position of the conversion pulley 7 is adjusted by raising and lowering the conversion pulley 7 together with the support rod 6. After the vertical position adjustment, the support rod 6 is fixed. In other words, a worker who raises and lowers the conversion pulley 7 under the floor slab and a worker who fixes the support rod 6 to which the conversion pulley 7 is attached above the floor slab is required. becomes.

支持棒を固定し、床版下で固定の支持棒6に対し、変換プーリ7を上げ下げして上下位置を調整することができれば、1人の作業員で調整作業を行うことができるが、スペースの限られた狭い縦孔8内で変換プーリの調整作業を行うのは容易でない。 If the support rod is fixed and the vertical position can be adjusted by raising and lowering the conversion pulley 7 with respect to the fixed support rod 6 under the floor slab, the adjustment work can be performed by one worker. It is not easy to adjust the conversion pulley in the narrow vertical hole 8 with a limited diameter.

ワイヤーはまた、駆動プーリへの送り側と駆動プーリから送り出される側とでは、前者が張り側、後者が緩み側となり、緩み側は張り側に比べ張力が小さいうえ、変換プーリの回転による遠心力によってワイヤーが垂れ下がりがちで、多少でも垂れ下がりがあると、床版に切り込まれるワイヤーが次第に床版を支持するH型鋼よりなる鋼桁9に達し、該鋼桁を傷付けるおそれがある。 The wire is also divided between the feed side to the drive pulley and the feed side from the drive pulley, the former being the tight side and the latter being the slack side. The wire tends to sag, and if there is even a slight sag, the wire cut into the floor slab gradually reaches the steel girder 9 made of H-shaped steel supporting the floor slab and may damage the steel girder.

そこで床版凸部を水平切断する際には、ワイヤーが鋼桁9と接触することがないように鋼桁9より離れた箇所を切断せざるを得なくなるが、ワイヤーが鋼桁9より離れるほど、床版切断後に鋼桁9上に残るコンクリートが多くなり、多くなるほど切断終了後、該コンクリートをハツって除去するのに多くの手間が掛かるようになる。 Therefore, when cutting the floor slab convex part horizontally, it is necessary to cut a place away from the steel girder 9 so that the wire does not contact the steel girder 9. , the more concrete remains on the steel girder 9 after the floor slab is cut, the more time it takes to remove the concrete after cutting.

本発明は、橋梁のコンクリート床版上に取付けられるワイヤーソーよりなる切断装置において、支持棒に取付けられる水平切断位置決め用の変換プーリの上下位置の調整作業が床版下において、1人の作業員で容易に行え、しかも水平切断が鋼桁に近い箇所で行えて切断終了後の鋼桁上に残るコンクリートのハツリ作業を軽減させることができる床版凸部の切断装置及び方法を提供することを目的とする。 The present invention provides a cutting device comprising a wire saw mounted on a concrete floor slab of a bridge. To provide a floor slab convex part cutting device and method capable of easily performing a cutting operation with a steel girder, performing horizontal cutting at a location near the steel girder, and reducing chipping work of concrete remaining on the steel girder after cutting. aim.

請求項1に係る発明は、橋梁のコンクリート製床版上に縦設される支柱と、該支柱に昇降可能に取付けられる駆動プーリと、該駆動プーリを回転駆動する駆動装置と、前記駆動プーリを支柱に沿って昇降させる昇降機構と、床版上に配置される変換プーリと、下面より膨らむ凸部において鋼桁に支持される床版に対し、鋼桁両側の凸部にあけられた一対の縦孔にそれぞれ配置される支持棒と、床版より下向きに突出する支持棒に上下位置が調整可能に取付けられるプーリ装置と、床版上の前記駆動プーリ及び変換プーリと、床版下のプーリ装置とに掛けられる無端状のワイヤーを有し、前記各プーリ装置は複数の変換プーリよりなり、そのうちの最上位の変換プーリに掛けられるワイヤーが水平切断位置に位置することを特徴とする。 The invention according to claim 1 comprises a support vertically installed on a concrete floor slab of a bridge, a drive pulley attached to the support so that it can move up and down, a drive device for rotating the drive pulley, and the drive pulley. A lifting mechanism that raises and lowers along the pillar, a conversion pulley placed on the floor slab, and a pair of raised parts on both sides of the steel girder for the floor slab supported by the steel girder at the raised part that swells from the bottom surface. Support rods arranged in the vertical holes, pulley devices attached to the support rods protruding downward from the floor slab so that the vertical position can be adjusted, the drive pulley and conversion pulley on the floor slab, and pulleys under the floor slab. Each pulley device comprises a plurality of conversion pulleys, and the wire that is hooked to the highest conversion pulley among them is positioned at the horizontal cutting position.

請求項2に係る発明は、請求項1に係る発明において、前記プーリ装置は上下の変換プーリよりなり、縦孔に通されたワイヤーがプーリ装置の下側の変換プーリより上側の変換プーリに掛けられことを特徴とする。 The invention according to claim 2 is the invention according to claim 1, wherein the pulley device comprises upper and lower conversion pulleys, and a wire passed through the vertical hole is hooked on the conversion pulley above the conversion pulley on the lower side of the pulley device. characterized by being

請求項3に係る発明は、請求項1又は2に係る発明において、凸部の一側部に前記縦孔が、他側部に溝底が水平切断位置に位置する縦溝又は水平切断位置に位置するワイヤー通孔が形成され、鋼桁を挟む凸部両側の傾斜した側面のうち、少なくとも前記縦溝又はワイヤー通孔へのワイヤー導入側の側面に開口する溝端又はワイヤー通孔端には、ワイヤーの受ガイドが設けられることを特徴とする。 The invention according to claim 3 is the invention according to claim 1 or 2, wherein the vertical hole is located on one side of the protrusion and the groove bottom is located on the other side at the vertical groove or horizontal cutting position. Positioned wire through holes are formed, and among the inclined side surfaces on both sides of the protrusion sandwiching the steel girder, at least at the groove end or wire through hole end that opens on the side surface on the wire introduction side to the vertical groove or wire through hole, A receiving guide for the wire is provided.

請求項4に係る発明は、請求項1に係る発明の切断装置を用いた床版凸部の切断方法であって、前記床版にワイヤーを通す縦孔をあける作業、床版上に支柱を取付ける作業、変換プーリを備えた取付棒を前記支柱に横架する作業、床版にあけられた縦孔に支持棒を通す作業、前記縦孔より突出する支持棒にプーリ装置を上下位置調整後、取付けられる作業、床版上の駆動プーリ及び変換プーリと、床版下に突出する支持棒に取付けのプーリ装置にワイヤーを掛ける作業の各作業を行ったのち、前記駆動プーリを駆動装置により回転駆動すると共に、昇降機構により上方に移動させてワイヤーを走行駆動しながら牽引し、前記床版凸部を水平切断することを特徴とする。 The invention according to claim 4 is a method for cutting floor slab projections using the cutting device according to claim 1, which includes the steps of forming vertical holes in the floor slab through which wires are passed, and installing posts on the floor slab. Mounting work, work of horizontally suspending a mounting rod equipped with a conversion pulley on the support, work of passing a support rod through a vertical hole drilled in the floor slab, after adjusting the vertical position of the pulley device on the support rod projecting from the vertical hole , mounting work, drive pulley and conversion pulley on the floor slab, and work of hooking wires to the pulley device attached to the support rod protruding under the floor slab, then the drive pulley is rotated by the drive device. In addition to driving, the wire is moved upward by an elevating mechanism and pulled while driving to horizontally cut the floor slab projections.

請求項1に係る発明によると、切断装置の床版への取付作業は、床版より下向きに突出する支持棒へのプーリ装置の取付作業を除き、床版上で行われるため、特許文献1記載の装置に比べ、作業性に大した違いをもたらさず、特許文献1記載の装置と同様、床版への切断装置全体の取付作業が容易に行えるほか、プーリ装置の支持棒への取付けは、一人の作業員が床版下で床版より下向に突出する支持棒に対して上下位置を目視で確認しながら行うことができ、プーリ装置の支持棒への取付位置の調整が容易に低コストで行えるようになる。またプーリ装置のうち、ワイヤー送り出し側の緩み側のプーリ装置における最上位の変換プーリに掛かるワイヤーは、該プーリの回転による遠心力によって上方に飛ばされようとするため、図1に示す従来装置に比べ、床版を支持する鋼桁に接触し難くなり、そのためワイヤーによる切断位置を鋼桁に近付け易くなり、切断終了後の鋼桁上に残るコンクリート量を少なくでき、該コンクリートのハツリ作業を軽減できるようになる。 According to the invention of claim 1, the operation of attaching the cutting device to the floor slab is performed on the floor slab, except for the operation of attaching the pulley device to the support rod projecting downward from the floor slab. Compared to the described device, it does not bring about a great difference in workability, and like the device described in Patent Document 1, the entire cutting device can be easily attached to the floor slab, and the pulley device can be attached to the support rod. , One worker can visually check the vertical position of the support rod that protrudes downward from the floor slab, making it easy to adjust the mounting position of the pulley device to the support rod. It can be done at low cost. In addition, the wire hanging on the uppermost conversion pulley in the pulley device on the slack side of the wire feeding side of the pulley device is about to be blown upward by the centrifugal force due to the rotation of the pulley, so the conventional device shown in FIG. In comparison, it is difficult to contact the steel girder that supports the floor slab, so the cutting position with the wire can be easily brought closer to the steel girder, the amount of concrete remaining on the steel girder after cutting is reduced, and the work of chipping the concrete is reduced. become able to.

請求項2に係る発明によると、支持棒に取付けられるプーリ装置の変換プーリは最小の2個でよく、上側の変換プーリに掛けられるワイヤーを水平切断位置に位置させることができる。 According to the second aspect of the invention, the minimum number of conversion pulleys of the pulley device attached to the support rod is two, and the wire hooked on the upper conversion pulley can be positioned at the horizontal cutting position.

請求項3に係る発明によると、床版凸部を取り囲むようにして掛けられるワイヤーを床版に形成される縦溝の溝底又はワイヤー通孔に拘束させた状態で水平切断位置が行われ、所定位置での水平切断を容易かつ確実に行うことができ、また凸部側面に開口する溝端又はワイヤー通孔端にはワイヤーを受ける受ガイドを設けることによってワイヤーの垂れ下がりを受け、ワイヤー垂れ下がりによる鋼桁の損傷をより一層防ぐことができる。 According to the third aspect of the invention, the horizontal cutting position is performed in a state in which the wire that is hung so as to surround the floor slab projection is constrained to the groove bottom of the vertical groove formed in the floor slab or the wire through hole, It is possible to easily and reliably perform horizontal cutting at a predetermined position. Damage to the girders can be further prevented.

請求項4に係る発明によると、請求項1に係る発明の切断装置を用いた床版凸部への水平切断が行える。 According to the fourth aspect of the invention, the cutting apparatus of the first aspect of the invention can be used to horizontally cut the raised portion of the floor slab.

従来法による床版切断装置の断面図。Sectional drawing of the floor slab cutting apparatus by a conventional method. 本実施形態に係る切断装置の断面図。Sectional drawing of the cutting device which concerns on this embodiment. 支持棒に取付けられた床版下のプーリ装置の正面図。The front view of the pulley apparatus under the floor slab attached to the support bar. 同プーリ装置の平面図。The top view of the same pulley apparatus. 床版凸部を水平切断するときの鋼桁付き床版の底面図。The bottom view of the floor slab with a steel girder when horizontally cutting the floor slab protrusion. 受ガイドを備えた図2に示すc部の拡大断面図。FIG. 3 is an enlarged cross-sectional view of c part shown in FIG. 2 provided with a receiving guide;

以下、本発明の実施形態に係る床版の切断装置について図面により説明する。
図2は、ワイヤーソーよりなる切断装置の概略を示すもので、既知のこの種切断装置と同様、床版1上に着脱可能に縦設される支柱21と、該支柱21に昇降可能に取付けられ、図示しない電動モータ又は油圧モータ等の駆動源を備えた駆動装置により回転駆動されると共に、モータを駆動源とする図示しないピニオンラック機構よりなる昇降機構により支柱21に沿って昇降する駆動プーリ22と、前記支柱下端部に横架される取付棒23と、前記駆動プーリ22の下方両側に位置して取付棒23に左右位置が調節可能に取着される変換プーリ24a、24bと、前記取付棒23の左右両側端部に位置して該取付棒23にそれぞれ取外し可能に取着又は固着して縦設される、任意断面形状をなす棒、例えば角棒状の支持棒25と、床版下の支持棒25に上下位置が調整可能に取付けられるプーリ装置27と、床版上の前記駆動プーリ22、変換プーリ24a、24b及び26a、26bと、床版下の前記プーリ装置27に掛け渡される無端状のワイヤー28よりなっている。
Hereinafter, a floor slab cutting apparatus according to an embodiment of the present invention will be described with reference to the drawings.
FIG. 2 shows an outline of a cutting device comprising a wire saw. Similar to the known cutting device of this kind, a support 21 is detachably installed vertically on the floor slab 1 and attached to the support 21 so that it can be raised and lowered. The drive pulley is driven to rotate by a drive device having a drive source such as an electric motor or a hydraulic motor (not shown), and is moved up and down along the column 21 by an elevating mechanism consisting of a pinion rack mechanism (not shown) using the motor as a drive source. 22, a mounting rod 23 that extends across the lower end of the support, conversion pulleys 24a and 24b that are located on both sides of the lower side of the drive pulley 22 and are attached to the mounting rod 23 so that the left and right positions can be adjusted; Supporting rods 25 having an arbitrary cross-sectional shape, for example, square rods, and floor slabs, which are located at both left and right end portions of the mounting rod 23 and are detachably attached or fixed to the mounting rod 23 and vertically provided. A pulley device 27 attached to a lower support rod 25 so that its vertical position can be adjusted, the drive pulley 22 on the floor slab, conversion pulleys 24a, 24b and 26a, 26b, and the pulley device 27 under the floor slab. It consists of an endless wire 28 that is

プーリ装置27は図3に示すように、床版下に突出する前記支持棒25に上下方向にスライド可能に取付けられ、上下位置調整後、上下の止めネジ29によって止着される筒状の取付部30と、該取付部30に支持棒25と平行に軸支される枢軸31に軸支されるブラケット32と、該ブラケット32に軸着される複数、好ましくは上部及び下部に軸着される2個の変換プーリ33a、33bとよりなり、これら上下の変換プーリ33a、33bは図4に示すように、ブラケット32と共に枢軸31の回りを図4の左右に旋回可能(図示する例においては、旋回途上の1位置を示しているが、少なくとも90度は旋回可能に構成される)で、後述の縦孔37を通り、下側の変換プーリ33aに下側より掛けられたワイヤー28は上側の変換プーリ33bに掛けられ、該変換プーリ33bより横向きに伸びるワイヤー28の上下位置が切断位置に合致するようにプーリ装置27全体の支持棒25への上下位置が調整される。図1、図2及び図6の矢印は、ワイヤー28の進行方向を示し、図1及び図2に示す例では、図の右側がワイヤー28の緩み側、左側が張り側となっている。 As shown in FIG. 3, the pulley device 27 is vertically slidably attached to the support rod 25 protruding below the floor slab. a bracket 32 supported by a pivot 31 supported on the mounting portion 30 in parallel with the support rod 25; It consists of two conversion pulleys 33a and 33b, and as shown in FIG. 4, these upper and lower conversion pulleys 33a and 33b can turn left and right in FIG. The wire 28 passed through a vertical hole 37 (to be described later) and is hooked to the lower conversion pulley 33a from the lower side. The vertical position of the entire pulley device 27 with respect to the support rod 25 is adjusted so that the vertical position of the wire 28, which is hung on the conversion pulley 33b and extends laterally from the conversion pulley 33b, coincides with the cutting position. The arrows in FIGS. 1, 2 and 6 indicate the traveling direction of the wire 28, and in the examples shown in FIGS.

図2における、断面がH型鋼よりなる鋼桁9は図示省略した橋脚上に横架され、その上に前記床版1の下向きに膨らむ山形状の凸部1aが図示しないアンカーボルトにより固定されている。 In FIG. 2, a steel girder 9 whose cross section is made of H-shaped steel is laid horizontally on a bridge pier (not shown), and a mountain-shaped convex portion 1a protruding downward from the floor slab 1 is fixed thereon by an anchor bolt (not shown). there is

床版1を鋼桁9より取外すときには、先ず図2に示すように、前記凸部1aの一側面で、かつ鋼桁9両側の床版1に前記支持棒25及びワイヤー28を通す縦孔37を一対、工具例えばコアドリルを用いて貫通して形成すると共に、前記凸部他側にワイヤー28を通す水平なワイヤー通孔38が鋼桁9と平行に、かつ水平切断位置に対応する箇所に形成される。図5には、ワイヤー通孔38の両端が凸部1aの斜面に開口した状態を示している。前記ワイヤー通孔38の凸部斜面に形成される傾斜した開口にはそれぞれ、図6に示すように、断面板状又は湾曲したワイヤー28の受ガイド40を設け、ワイヤー28が垂れ下がったときに該ワイヤー28を受け、ワイヤー28が鋼桁9に接触するのを防止するのが望ましい。 When removing the floor slab 1 from the steel girder 9, first, as shown in FIG. A pair of are penetrated using a tool such as a core drill, and a horizontal wire through hole 38 for passing the wire 28 is formed on the other side of the convex portion in parallel with the steel girder 9 and at a location corresponding to the horizontal cutting position. be done. FIG. 5 shows a state in which both ends of the wire through-hole 38 are open on the slope of the projection 1a. As shown in FIG. 6, each of the inclined openings formed on the convex slope of the wire through-hole 38 is provided with a guide 40 for receiving the wire 28 having a plate-like or curved cross-section, so that when the wire 28 hangs down, the guide 40 is provided. It is desirable to receive the wire 28 and prevent the wire 28 from contacting the steel girder 9 .

図示する例では、1つの縦孔37に支持棒25とワイヤー28が一緒に通されているが、床版1に支持棒25とワイヤー28を通す孔を別個に独立して形成し、支持棒25とワイヤー28を個別に通すようにしてもよい。またワイヤー28の上下位置を拘束するワイヤー通孔38は床版1に下面より上方に向けて形成される縦溝に代えてもよい。この場合、縦溝は上端の溝底が水平切断位置に位置するように形成される。縦溝を形成する場合も、溝端にはワイヤー通孔38と同様、受ガイド40が設けられる。 In the illustrated example, the support rod 25 and the wire 28 are passed through one vertical hole 37 together. 25 and wire 28 may be individually passed. Also, the wire through hole 38 for restraining the vertical position of the wire 28 may be replaced by a longitudinal groove formed in the floor slab 1 from the bottom surface upward. In this case, the longitudinal groove is formed so that the groove bottom at the upper end is positioned at the horizontal cutting position. In the case of forming a vertical groove, a receiving guide 40 is provided at the end of the groove as well as the wire through hole 38 .

縦孔37及びワイヤー通孔38を形成後、次に図2に示すように、前記支柱21を床版1に図示しないボルトにて止着する。変換プーリ24a、24bを備えた取付棒23は支柱21に予め横架して取付けておいてもよいし、前述するように床版1に支柱21を取付けたのちに該支柱21に取付けるようにしてもよい。 After forming the vertical hole 37 and the wire passage hole 38, the post 21 is fixed to the floor slab 1 with bolts (not shown) as shown in FIG. The mounting rod 23 equipped with the conversion pulleys 24a and 24b may be horizontally mounted on the support 21 in advance, or may be mounted on the support 21 after the support 21 is attached to the floor slab 1 as described above. may

ついで縦孔37に支持棒25が通され、取付棒23に固定されるが、支持棒25についても予め取付棒23に取付けておいてもよい。取付棒23に予め取付けておく場合、取付棒23を支柱21に取付ける際に支持棒25が縦孔37に挿入される。縦孔37に挿入された支持棒25の床版1より突出する部分には前記プーリ装置27が上下位置を調整して取付けられる。 Next, the support rod 25 is passed through the vertical hole 37 and fixed to the mounting rod 23, but the support rod 25 may also be mounted to the mounting rod 23 in advance. If the support rod 25 is attached to the mounting rod 23 in advance, the support rod 25 is inserted into the vertical hole 37 when mounting the mounting rod 23 to the column 21 . The pulley device 27 is attached to the portion of the support rod 25 inserted into the vertical hole 37 which protrudes from the floor slab 1 by adjusting its vertical position.

その後、ワイヤー28が床版上の前記駆動プーリ22から変換プーリ24a、24b、26a、26bに掛けられ、縦孔37に通されたのち、床版下側のプーリ装置27の前記下側の変換プーリ33a、ついで上側の変換プーリ33bに掛けたのち、変換プーリ33b間のワイヤー28を凸部1aの山裾(傾斜面)に沿わせ、ワイヤ―横孔38に通して凸部1aを囲うようにしたのち、ワイヤー28の自由端同士を連結し、無端状にする。駆動プーリ22、変換プーリ24a、24b、26a、26b及び変換プーリ33a、33bへのワイヤー28の通し順は前記順序に限定されず、図2に示すように形成して各プーリに掛けられていればよい。また、ワイヤー28を無端状に連結する箇所はワイヤー通孔38を通したのちであればどこでもよく、例えば床版上のいずれの箇所で連結してもよい。 After that, a wire 28 is hung from the drive pulley 22 on the floor slab to the conversion pulleys 24a, 24b, 26a, and 26b, and passed through the vertical hole 37. After hooking on the pulley 33a and then the upper conversion pulley 33b, the wire 28 between the conversion pulleys 33b is passed along the foot of the convex portion 1a (inclined surface) and passed through the wire-horizontal hole 38 so as to surround the convex portion 1a. After that, the free ends of the wire 28 are connected to form an endless wire. The order in which the wire 28 is passed through the drive pulley 22, the conversion pulleys 24a, 24b, 26a, 26b and the conversion pulleys 33a, 33b is not limited to the above-mentioned order. Just do it. Also, the wire 28 may be connected in an endless manner anywhere after passing the wire through hole 38, for example, it may be connected anywhere on the floor slab.

前記床版1に縦孔を形成する作業、ワイヤー通孔を形成する作業、床版上への支柱取付作業、取付棒23の取付作業、支持棒25の取付作業、支持棒25への上下位置調整を含むプーリ装置27の取付作業、ワイヤー28の取付作業等は、前記作業順に限定されず、作業順は前記と異なっていても、要は切断装置が図2に示すような取付形態になっていればよい。 Work of forming a vertical hole in the floor slab 1, work of forming a wire passage hole, work of mounting a support on the floor slab, work of mounting a mounting rod 23, work of mounting a support rod 25, vertical position to the support rod 25 The work for mounting the pulley device 27 including adjustment, the work for mounting the wire 28, and the like are not limited to the order described above, and even if the work order is different from the above, the point is that the cutting device is mounted as shown in FIG. It is good if there is

以上のようにして、床版1にワイヤーソー装置が取付けられ、ワイヤー28が各プーリに掛けられたのち、駆動プーリ22が前記駆動装置により回転駆動されると共に、昇降機構により図2の矢印方向に上昇し、これによりワイヤー28が循環走行して牽引されながら鋼桁9上の床版凸部1aに水平切断が行われ、この水平切断時に床版1と鋼桁9を連結する図示しないアンカーボルトの切断も行われる。 After the wire saw device is attached to the floor slab 1 and the wire 28 is hooked to each pulley as described above, the drive pulley 22 is driven to rotate by the drive device, and the lifting mechanism moves in the direction of the arrow in FIG. As a result, the wire 28 circulates and is pulled to horizontally cut the floor slab convex portion 1a on the steel girder 9. During this horizontal cutting, an anchor (not shown) connecting the floor slab 1 and the steel girder 9 is performed. Bolt cutting is also performed.

水平切断時、ワイヤー28は切断が進行するのに伴い床版凸部1aとの係合が図5に示すように山形となり、切断が進行するほど山裾の勾配が次第に低下する。そして変換プーリ33a及び33bもワイヤー28の勾配に合せて、前記枢軸31の回りを徐々に旋回し、向きを変えていく。切断終了時には、変換プーリ33a及び33bは内向きに90度旋回し、ワイヤー28も直線状になる。変換プーリ33a及び33bがワイヤー28の傾きに合せて旋回することにより、ワイヤー28が変換プーリ33a、33bより外れることなく循環走行する。 During horizontal cutting, the wire 28 engages with the floor slab projections 1a in a mountain shape as shown in FIG. The conversion pulleys 33a and 33b also gradually turn around the pivot 31 according to the gradient of the wire 28 and change their direction. At the end of cutting, the conversion pulleys 33a and 33b are turned 90 degrees inward and the wire 28 is also straightened. By rotating the conversion pulleys 33a and 33b in accordance with the inclination of the wire 28, the wire 28 circulates without being detached from the conversion pulleys 33a and 33b.

床版1の凸部1aが上述するようにして鋼桁上で水平切断される。そして床版1の各凸部1aが鋼桁9と切り離されたのち、床版1がクレーンの操作により持上げられ鋼桁9より取外される。床版除去後、鋼桁9上に残る床版1の残部が削岩機等を用いて取り除かれる。 The convex portion 1a of the floor slab 1 is cut horizontally on the steel girder as described above. After each projecting portion 1a of the floor slab 1 is separated from the steel girder 9, the floor slab 1 is lifted by a crane operation and removed from the steel girder 9. After the floor slab is removed, the remainder of the floor slab 1 remaining on the steel girder 9 is removed using a rock drill or the like.

1・・床版
9・・鋼桁
21・・支柱
22・・駆動プーリ
23・・取付棒
24a、24b、26a、26b、33a、33b・・変換プーリ
25・・支持棒
27・・プーリ装置
28・・ワイヤー
31・・枢軸
37・・縦孔
38・・ワイヤー通孔
40・・受ガイド
Reference Signs List 1 Floor slab 9 Steel girder 21 Strut 22 Drive pulley 23 Mounting rods 24a, 24b, 26a, 26b, 33a, 33b Conversion pulley 25 Support rod 27 Pulley device 28 Wire 31 Pivot 37 Vertical hole 38 Wire through hole 40 Receiving guide

Claims (4)

橋梁のコンクリート製床版上に縦設される支柱と、該支柱に昇降可能に取付けられる駆動プーリと、該駆動プーリを回転駆動する駆動装置と、前記駆動プーリを支柱に沿って昇降させる昇降機構と、床版上に配置される変換プーリと、下面より膨らむ凸部において鋼桁に支持される床版に対し、鋼桁両側の凸部にあけられた一対の縦孔にそれぞれ配置される支持棒と、床版より下向きに突出する支持棒に上下位置が調整可能に取付けられるプーリ装置と、床版上の前記駆動プーリ及び変換プーリと、床版下のプーリ装置とに掛けられる無端状のワイヤーを有し、前記各プーリ装置は複数の変換プーリよりなり、そのうちの最上位の変換プーリ間に掛けられるワイヤーが水平切断位置に位置することを特徴とする橋梁床版の切断装置。 A column vertically installed on a concrete floor slab of a bridge, a driving pulley attached to the column so that it can be raised and lowered, a driving device that drives the driving pulley to rotate, and an elevating mechanism that raises and lowers the driving pulley along the column. and a conversion pulley arranged on the floor slab, and the floor slab supported by the steel girder at the convex portion protruding from the bottom surface, the support arranged in a pair of vertical holes drilled in the convex portion on both sides of the steel girder. A pulley device attached to a rod, a support rod protruding downward from the floor slab so that the vertical position can be adjusted, the drive pulley and conversion pulley on the floor slab, and an endless pulley device under the floor slab. A cutting apparatus for bridge deck slabs, comprising a wire, each of said pulley devices comprising a plurality of conversion pulleys, wherein a wire hung between the highest conversion pulleys is positioned at a horizontal cutting position. 前記プーリ装置は上下の変換プーリよりなり、縦孔に通されたワイヤーがプーリ装置の下側の変換プーリより上側の変換プーリに掛けられことを特徴とする請求項1記載の橋梁床版の切断装置。 2. The bridge floor slab cutting according to claim 1, wherein said pulley device comprises upper and lower conversion pulleys, and a wire passed through a vertical hole is hooked on the conversion pulley above the conversion pulley on the lower side of the pulley device. Device. 凸部の一側部に前記縦孔が、他側部に溝底が水平切断位置に位置する縦溝又は水平切断位置に位置するワイヤー通孔が形成され、鋼桁を挟む凸部両側の傾斜した側面のうち、少なくとも前記縦溝又はワイヤー通孔へのワイヤー導入側の側面に開口する溝端又はワイヤー通孔端には、ワイヤーの受ガイドが設けられることを特徴とする請求項1又は2記載の橋梁床版の切断装置。 The vertical hole is formed on one side of the projection, and the vertical groove whose groove bottom is located at the horizontal cutting position or the wire passage hole located at the horizontal cutting position is formed on the other side, and both sides of the projection sandwiching the steel girder are inclined. 3. A wire receiving guide is provided at a groove end or a wire through-hole end, which is open at least on a side surface on a wire introduction side to the longitudinal groove or the wire through-hole, among the side surfaces formed by the wire through-hole. bridge deck cutting equipment. 前記床版にワイヤーを通す縦孔をあける作業、床版上に支柱を取付ける作業、変換プーリを備えた取付棒を前記支柱に横架する作業、床版にあけられた縦孔に支持棒を通す作業、前記縦孔より突出する支持棒にプーリ装置を上下位置調整後、取付けられる作業、床版上の駆動プーリ及び変換プーリと、床版下に突出する支持棒に取付けのプーリ装置にワイヤーを掛ける作業の各作業を行ったのち、前記駆動プーリを駆動装置により回転駆動すると共に、昇降機構により上方に移動させてワイヤーを走行駆動しながら牽引し、前記床版凸部を水平切断することを特徴とする請求項1に係る発明の切断装置を用いた床版凸部の切断方法。 Work to make vertical holes in the floor slab for passing wires through, work to attach posts to the floor slab, work to horizontally suspend mounting rods equipped with conversion pulleys on the posts, and insert support rods into the vertical holes drilled in the floor slab. After adjusting the vertical position of the pulley device on the support rod protruding from the vertical hole, the work of attaching the drive pulley and conversion pulley on the floor slab, and the wire to the pulley device attached to the support rod protruding under the floor slab After performing each work of the work of hanging the floor slab, the drive pulley is rotated by the drive device and moved upward by the lifting mechanism to pull the wire while driving to cut the floor slab convex part horizontally. A method of cutting a floor slab projection using the cutting device of the invention according to claim 1.
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JP2006161391A (en) 2004-12-07 2006-06-22 Create Nakagawa:Kk Cutting and removing apparatus for existing expansion joint, and method of using the same
JP2006299753A (en) 2005-04-25 2006-11-02 Nippon Steel Engineering Co Ltd Partial cutting device for existing expansion joint part and partial cutting method
JP2009114688A (en) 2007-11-05 2009-05-28 Sho Bond Constr Co Ltd Method of cutting bridge floor slab
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