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JPH0353427B2 - - Google Patents
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JPH0353427B2 - - Google Patents

Info

Publication number
JPH0353427B2
JPH0353427B2 JP1089800A JP8980089A JPH0353427B2 JP H0353427 B2 JPH0353427 B2 JP H0353427B2 JP 1089800 A JP1089800 A JP 1089800A JP 8980089 A JP8980089 A JP 8980089A JP H0353427 B2 JPH0353427 B2 JP H0353427B2
Authority
JP
Japan
Prior art keywords
cutting
wire saw
wire
reinforced concrete
guide pulley
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP1089800A
Other languages
Japanese (ja)
Other versions
JPH02197674A (en
Inventor
Setsuo Kubo
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
DAIMOSHA KK
Original Assignee
DAIMOSHA KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by DAIMOSHA KK filed Critical DAIMOSHA KK
Priority to JP1089800A priority Critical patent/JPH02197674A/en
Publication of JPH02197674A publication Critical patent/JPH02197674A/en
Publication of JPH0353427B2 publication Critical patent/JPH0353427B2/ja
Granted legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28DWORKING STONE OR STONE-LIKE MATERIALS
    • B28D1/00Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor
    • B28D1/02Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor by sawing
    • B28D1/08Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor by sawing with saw-blades of endless cutter-type, e.g. chain saws, i.e. saw chains, strap saws
    • B28D1/088Sawing in situ, e.g. stones from rocks, grooves in walls

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Mechanical Engineering (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)
  • Finish Polishing, Edge Sharpening, And Grinding By Specific Grinding Devices (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、ビル、橋梁、基礎、大型プラント、
地下鉄、原子力発電所その他の鉄筋コンクリート
構築物の切断解体工法及びその装置に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention is applicable to buildings, bridges, foundations, large plants,
Concerning cutting and demolition methods and equipment for subways, nuclear power plants, and other reinforced concrete structures.

[従来の技術] 鉄筋コンクリート構築物の解体工法及びその装
置としては、従来より、爆薬や化学薬品の膨張圧
力やガス圧力を利用して破壊する工法、装置、ま
たスチールボール、振動ハンマー、油圧により破
砕する工法、装置、さらに円板状ブレードや水圧
を利用したウオータージエツトにより切断する工
法、装置、などが知られている。
[Prior Art] Conventionally, demolition methods and equipment for reinforced concrete structures include methods and equipment that utilize the expansion pressure of explosives and chemicals, gas pressure, and crushing using steel balls, vibrating hammers, and hydraulic pressure. Construction methods and devices, as well as methods and devices for cutting using disc-shaped blades and water jets using water pressure, are known.

[発明が解決しようとする課題] しかしながら、上記の爆薬等により破壊する工
法、装置やスチールボール等により破砕する工
法、装置は何れも対象の構築物を完全に解体する
ために適するものであり、従つて構築物の部分解
体には殆ど使用できない。また、これらの解体工
法、装置では、周辺の環境に及ばす爆風、振動、
衝撃音、騒音、塵芥等の影響が大きいため、使用
場所や使用条件が厳しく制限される。
[Problems to be Solved by the Invention] However, the above-mentioned methods and devices for destroying structures using explosives, etc., and methods and devices for crushing structures using steel balls, etc., are all suitable for completely dismantling the target structure, and are not conventional. Therefore, it can hardly be used for partial demolition of structures. In addition, these demolition methods and equipment can cause blast waves, vibrations, and
Due to the large impact noise, noise, dust, etc., there are severe restrictions on where and under what conditions it can be used.

一方、円板状ブレードの回転により切断する工
法、装置は構築物の部分解体に適するものであ
り、構築物の老化に伴う補強、増改築等の工事に
広く使用されている。しかし、そのブレード式切
断機は、ブレード製造上の都合や取扱い上の都合
で小型軽量化されているため切断能力に劣り、切
断断面積は狭い範囲に制限され、また切断可能厚
さも30〜40cm程度が最大である。また、このよう
な円板状ブレードの回転による部分切断の場合
は、切断不要個所にもオーバーカツトを要するな
どの問題があり、さらに被切断壁面に取り付けた
ガイドレールに沿つてブレード式切断機を走行駆
動させる従来の工法、装置は、安全性や作業性に
も問題があつた。
On the other hand, construction methods and devices that cut by rotating a disk-shaped blade are suitable for partial demolition of structures, and are widely used for reinforcement, expansion, and renovation of structures as they age. However, because blade-type cutting machines are made smaller and lighter due to blade manufacturing and handling considerations, their cutting ability is inferior, the cutting cross-sectional area is limited to a narrow range, and the thickness that can be cut is only 30 to 40 cm. The degree is maximum. In addition, in the case of partial cutting using the rotation of a disc-shaped blade, there are problems such as the need to overcut areas that do not require cutting, and the blade-type cutting machine must be cut along a guide rail attached to the wall surface to be cut. Conventional construction methods and devices that drive the vehicle have problems with safety and workability.

また、水圧を利用したウオータージエツトによ
り切断する工法、装置も構築物の部分解体に使用
することができるが、切断能力が著しく劣る上に
大きな機械設備を要し、また切断面が放射状に広
がるなどの実用上の難点があつた。
In addition, cutting methods and equipment using water jets that utilize water pressure can be used for partial demolition of structures, but their cutting ability is significantly inferior and large mechanical equipment is required, and the cut surface spreads out in a radial manner. There were practical difficulties.

しかして、ワイヤーソーにおいては、被切断体
とワイヤー駆動装置との位置的関係から、特別の
場合を除いて、それらの間に複数のガイドプーリ
ーを介して切断用ワイヤーが所要の走行路を走行
するように配設する必要がある。例えば、地上の
ワイヤー駆動装置によつて、それより低所や高所
にある被切断体を水平に切断する場合には、それ
らの間にガイドプーリーの介在がなければワイヤ
ーソーを円滑に走行させることは明らかに不可能
である。
However, in wire saws, due to the positional relationship between the object to be cut and the wire drive device, the cutting wire runs along the required path through multiple guide pulleys between them, except in special cases. It is necessary to arrange it so that For example, when using a wire drive device on the ground to horizontally cut an object at a lower or higher location, the wire saw must run smoothly if there is no guide pulley between them. That is obviously impossible.

従来、石材の切出しに際しては、そのようなガ
イドプーリーを所要個所に個別に設置することに
より、ワイヤーソーの走行方向を適宜転換してい
た。
Conventionally, when cutting stone, the running direction of the wire saw has been appropriately changed by installing such guide pulleys at required locations.

しかし、従来のようにガイドプーリーを所要個
所に個別に設置する場合には、その設置や解体自
体に多くの工数を要する上に、切断用ワイヤーを
円滑に走行させるための各ガイドプーリー間の位
置や角度の調節にも多くの工数と熟練を要するも
のであつた。また、従来の場合は、上記複数プー
リーの配置にもかかわらず、被切断体を正確な寸
法、角度に、例えば正確に水平に切断することが
困難であつた。
However, when installing guide pulleys individually at required locations as in the past, it takes a lot of man-hours to install and dismantle the guide pulleys, and the positioning between each guide pulley to allow the cutting wire to run smoothly is difficult. It also required a lot of man-hours and skill to adjust the position and angle. Furthermore, in the conventional case, despite the arrangement of the plurality of pulleys, it was difficult to cut the object to be cut into accurate dimensions and angles, for example, accurately horizontally.

また、特に、ワイヤーソーを鉄筋コンクリート
構築物の部分切断工事に使用する場合には、採石
場と異なつて多くのガイドプーリーを設置するた
めの地上及び空間のスペースが十分に取れない、
被切断体を高所、低所にかかわらず所定の高さで
正確に切断することが困難であり、ガイドプーリ
ーの設置、解体、調整等に相当の時間を要するの
で切断工事の期間が長くなる等の問題があつた。
In addition, especially when using a wire saw for partial cutting work on reinforced concrete structures, unlike in a quarry, there is not enough ground and space to install many guide pulleys.
It is difficult to accurately cut the object to be cut at a predetermined height regardless of whether it is high or low, and it takes a considerable amount of time to install, dismantle, and adjust the guide pulley, which lengthens the cutting period. There were other problems.

しかして、本発明の第1の目的は、鉄筋コンク
リート構築物の所要個所を内部の鉄筋も含めて、
その切断断面積や切断厚さに制限されることな
く、きわめて早い切断速度で、作業性よく安全
に、しかも振動、騒音、塵芥等、外部環境への影
響がきわめて小さい状態において切断解体するこ
とのできる解体工法及びその装置を提供すること
にある。
Therefore, the first object of the present invention is to repair required parts of a reinforced concrete structure, including internal reinforcing bars,
It is possible to cut and dismantle at an extremely fast cutting speed without being limited by the cutting cross-sectional area or cutting thickness, with good workability and safety, and with minimal impact on the external environment such as vibration, noise, and dust. Our goal is to provide a possible demolition method and equipment.

本発明の第2の目的は、上記のような従来技術
の問題点を解決するワイヤーソー用ガイドプーリ
ー架台を提供することにある。
A second object of the present invention is to provide a guide pulley mount for a wire saw that solves the problems of the prior art as described above.

[課題を解決するための手段] 本発明に係る鉄筋コンクリート構築物の切断解
体工法は、ワイヤーに超硬質ビーズを適宜のピツ
チで付設してなるワイヤーソーを別設された移動
自在のワイヤー誘導用ガイドプーリーを介して走
行駆動させ、注水を行いながら前記ワイヤーソー
の後退とともに鉄筋コンクリート構築物に切り込
ませることを特徴としている。
[Means for Solving the Problem] The method for cutting and dismantling a reinforced concrete structure according to the present invention uses a movable guide pulley for guiding a wire, which is separately equipped with a wire saw made by attaching ultra-hard beads to a wire at an appropriate pitch. The invention is characterized in that the wire saw is driven to travel through the wire saw and cut into the reinforced concrete structure as the wire saw retreats while injecting water.

また本発明に係る鉄筋コンクリート構築物の切
断解体装置はワイヤーソーを駆動輪回転機構と前
記ワイヤーソーの後退とともに駆動輪を後退させ
るラツク、ピニオン回転機構とを備えた自走台
と、巻掛けられたワイヤーソーを摩擦走行させる
一対の水平プーリーと該水平プーリーと隣接し直
角方向に架設した一対の垂直プーリーとを備えた
ガイドプーリー架台と注水装置とから構成された
ことを特徴とする。
Further, the cutting and dismantling apparatus for reinforced concrete structures according to the present invention includes a self-propelled platform equipped with a drive wheel rotation mechanism for a wire saw, a rack and a pinion rotation mechanism for retracting the drive wheel as the wire saw retreats, and a wire wound around the wire. The present invention is characterized by comprising a guide pulley mount including a pair of horizontal pulleys for frictionally running the saw and a pair of vertical pulleys installed adjacent to the horizontal pulleys in a right angle direction, and a water injection device.

更に本発明に係るワイヤーソー用ガイドプーリ
ー架台は、同一平面内に回転自在に互いに隣接し
てガイドプーリー架台に枢着された一対の水平プ
ーリーと、該水平プーリーと直角に互いに隣接し
て前記ガイドプーリー架台に枢着された一対の垂
直プーリーとからなることを特徴とする。
Furthermore, the guide pulley mount for a wire saw according to the present invention includes a pair of horizontal pulleys rotatably adjacent to each other in the same plane and pivotally connected to the guide pulley mount, and a pair of horizontal pulleys adjacent to each other at right angles to the horizontal pulleys and pivoted to the guide pulley mount. It is characterized by consisting of a pair of vertical pulleys pivotally connected to a pulley mount.

[作用] 上記においてワイヤーソーの走行駆動は、油圧
モーターや電動モーターその他の原動機で回転駆
動される駆動輪により行われ、またその駆動輪と
鉄筋コンクリート構築物との間におけるワイヤー
ソーの配設やワイヤーソーの走行の方向転換など
は、駆動輪の回転面の角度を変えることなく、ガ
イドプーリーの架設により自在に行われる。ま
た、走行するワイヤーソーは、所要張力に常時保
持されるように所要方向に付勢され、その張力の
維持や調節は、例えば上記駆動輪をその付属機器
等と共に、切断解体の進行に伴つて後方へ漸次移
動させることにより行うことができる。
[Function] In the above, the wire saw is driven by a drive wheel that is rotationally driven by a hydraulic motor, an electric motor, or other prime mover, and the wire saw is installed between the drive wheel and the reinforced concrete structure, and the wire saw is Changes in direction of travel can be made freely by installing guide pulleys without changing the angle of the rotating surface of the drive wheels. In addition, the running wire saw is biased in a required direction so as to maintain a required tension at all times, and the tension is maintained or adjusted by, for example, cutting and disassembling the drive wheel together with its attached equipment. This can be done by gradually moving it backwards.

[実施例] 以下、本発明を図面に基づいて具体的に説明す
る。第1図は本発明に係る鉄筋コンクリート構築
物の切断解体工法及びその装置の一例を説明する
自走台の斜視図であり、同図において、柱状の鉄
筋コンクリート構築物1の前面の路面上に、高さ
の調節が可能な2基のサポート2,2aがアンカ
ー等(図示を省略する)によつて不動状態に仮設
され、それらのサポート2,2aにギヤ付きの円
柱状ラツク3が、その軸線を中心とする回転角の
調節が可能なように固定状態で軸架され、そのラ
ツク3に、自走台4が軸線方向に移動自在に嵌め
込まれている。
[Example] Hereinafter, the present invention will be specifically described based on the drawings. FIG. 1 is a perspective view of a self-propelled platform for explaining an example of the cutting and dismantling method for a reinforced concrete structure and its device according to the present invention. Two adjustable supports 2 and 2a are temporarily installed in an immovable state by anchors or the like (not shown), and a geared cylindrical rack 3 is attached to these supports 2 and 2a, with the axis of the rack as the center. A self-propelled platform 4 is fitted into the rack 3 so as to be movable in the axial direction.

その自走台4には、駆動輪5及びそれを回転駆
動するための油圧モータ、無段変速機などからな
る駆動輪回転機構6、並びに上記ラツク3と噛合
されるピニオン7及びそれを回転駆動するための
油圧モータなどからなるピニオン回転機構8が搭
載され、さらにそれらの駆動輪回転機構6及びピ
ニオン回転機構8には、可撓性の油圧ホース9を
介して油圧制御ボツクス10が接続されている。
さらに、鉄筋コンクリート構築物1表面の切断開
始予定部と駆動輪5との間にはワイヤーソー11
が無端状に掛けられている。
The self-propelled platform 4 includes a drive wheel 5, a hydraulic motor for rotationally driving the drive wheel, a drive wheel rotation mechanism 6 consisting of a continuously variable transmission, etc., a pinion 7 meshed with the rack 3, and a drive wheel rotation mechanism 6 for rotationally driving the drive wheel 5. A pinion rotation mechanism 8 consisting of a hydraulic motor and the like for the purpose of There is.
Furthermore, a wire saw 11 is provided between the planned cutting start part on the surface of the reinforced concrete structure 1 and the drive wheel 5.
are hung endlessly.

煙突状の鉄筋コンクリート構築物1の上部に一
対の水平プーリ15L,15R及び一対の垂直プ
ーリ16L,16Rが枢着された架台(図示を省
略する)が仮設され、また、その鉄筋コンクリー
ト構築物1の下部付近の路面上に、一対の垂直プ
ーリ17L,17Rを枢着した架台(図示を省略
する)が仮設されている。
A frame (not shown) to which a pair of horizontal pulleys 15L, 15R and a pair of vertical pulleys 16L, 16R are pivoted is temporarily installed at the top of the chimney-shaped reinforced concrete structure 1, and a frame (not shown) is temporarily installed near the bottom of the reinforced concrete structure 1. A frame (not shown) on which a pair of vertical pulleys 17L and 17R are pivotally mounted is temporarily installed on the road surface.

そのワイヤーソー11は、その拡大横断面図で
ある第2図に例示するように、直径5mmのスチー
ルワイヤ12に、ダイヤモンド粒表面層を有する
外形10mm、長さ10mmの円筒状ビーズ13が20〜30
mmピツチで遊嵌され、かつ隣接する各円筒ビーズ
13,13間にコイルスプリング14が同様に遊
嵌され、最小直径100mmで屈曲可能とされている。
なお、そのビーズ13は、鉄筋を含むコンクリー
ト層、コンクリートブロツク、レンガ等を切断す
ることができる超硬質のものであればよく、ダイ
ヤモンド以外のセラミツクを使用したものでもよ
く、スチールワイヤに固定してもよい。また、ス
チールワイヤ12には、適当数のビーズ13及び
コイルスプリング14の繰り返しからなる各ブロ
ツクごとに、それらのブロツク間の自由な移動を
制限するためのクリツプを付設してもよい。ま
た、コイルスプリング14は屈曲可能なスペーサ
として有用であるが、場合によつては、スチール
ワイヤ12の屈曲性を阻害しない範囲で円筒状ス
リーブと代替させてもよく、またビーズ13のみ
をスチールワイヤ12に所要のピツチで交換可能
に固定したものでもよい。
As illustrated in FIG. 2, which is an enlarged cross-sectional view, the wire saw 11 includes a steel wire 12 having a diameter of 5 mm, and a cylindrical bead 13 having an outer diameter of 10 mm and a length of 10 mm having a surface layer of diamond grains. 30
The coil springs 14 are loosely fitted with a pitch of 10 mm, and a coil spring 14 is similarly loosely fitted between the adjacent cylindrical beads 13, 13, so that the coil springs 14 can be bent to a minimum diameter of 100 mm.
Note that the beads 13 may be made of ultra-hard material that can cut concrete layers containing reinforcing bars, concrete blocks, bricks, etc., and may be made of ceramic other than diamond, and may be fixed to a steel wire. Good too. Further, the steel wire 12 may be provided with a clip for each block consisting of a suitable number of repeating beads 13 and coil springs 14 to restrict free movement between the blocks. Further, the coil spring 14 is useful as a bendable spacer, but in some cases, it may be replaced with a cylindrical sleeve as long as it does not impede the flexibility of the steel wire 12, and only the beads 13 can be replaced with a steel wire. 12 so as to be replaceable at a required pitch.

次に、本発明の鉄筋コンクリート構築物の切断
解体工法を図面に沿つて説明する。
Next, the method for cutting and dismantling a reinforced concrete structure according to the present invention will be explained with reference to the drawings.

上記の構成において、ワイヤーソー11を、駆
動輪回転機構6の作動による駆動輪5の回転駆動
によつて、例えば15〜40m/secの速度で循環す
るように走行させ、同時にそれをピニオン回転機
構8の作動によるピニオン7の回転駆動及びそれ
に伴う自走台4のラツク3に沿う移動によつて後
方に常時付勢し、例えば50〜200Kgの張力で後方
に引張ると、鉄筋コンクリート構築物1は、内部
の鉄筋も含めて完全に切断解体される。なお、上
記の切断解体作業に際しては、通常の場合、冷
却、潤滑、洗浄等のために切断個所に常時注水す
ることが必要である。
In the above configuration, the wire saw 11 is driven to rotate at a speed of 15 to 40 m/sec, for example, by rotationally driving the drive wheel 5 by the operation of the drive wheel rotation mechanism 6, and at the same time, the wire saw 11 is rotated by the pinion rotation mechanism. When the pinion 7 is rotated by the operation of the pinion 8 and the self-propelled platform 4 is moved along the rack 3, it is constantly biased backward and pulled backward with a tension of, for example, 50 to 200 kg. It will be completely cut and dismantled, including the reinforcing steel. Note that during the above-mentioned cutting and dismantling work, it is usually necessary to constantly inject water into the cut area for cooling, lubrication, cleaning, etc.

上記のように、自走台4をラツク3に沿つて移
動させる方法では、鉄筋コンクリート構築物1の
切断解体直後やワイヤーソー11の突然の破断な
どに際しても、自走台4が暴走したり、ワイヤー
ソー11が飛び跳ねたりする危険性がないので安
全である。
As described above, in the method of moving the self-propelled platform 4 along the rack 3, even if the self-propelled platform 4 is moved out of control or the wire saw 11 is suddenly broken immediately after cutting and dismantling the reinforced concrete structure 1, It is safe because there is no danger of 11 jumping up and down.

なお、上記において駆動輪5の回転面は略水平
に調節されているが、この駆動輪5は、サポート
2,2aに対するラツク3の軸線回りの回転角の
調節及びサポート2,2aの各高さの調節によ
り、所要の高さに、しかも所要の方向に自在に調
節することができる。例えば、ラツク3を第1図
に示す状態から軸線回りに、何れかの方向に90度
回転させてサポート2,2aに固定すると、駆動
輪5の回転面は垂直となり、また第1図において
サポート2をサポート2aよりも高い位置に調節
すると、駆動輪5の回転面は鉄筋コンクリート構
築物1の方向に上向き状態で傾斜する。
In the above, the rotation surface of the drive wheel 5 is adjusted to be approximately horizontal, but the drive wheel 5 is adjusted to adjust the rotation angle around the axis of the rack 3 with respect to the supports 2, 2a, and to adjust the respective heights of the supports 2, 2a. By adjusting the height, it can be freely adjusted to the desired height and in the desired direction. For example, if the rack 3 is rotated 90 degrees in either direction around the axis from the state shown in FIG. 2 is adjusted to a position higher than the support 2a, the rotation surface of the drive wheel 5 is inclined upward in the direction of the reinforced concrete structure 1.

しかして、ワイヤーソー11は、鉄筋コンクリ
ート構築物1の被切断個所に水平に巻き掛けられ
ると共にガイドプーリー架台20の水平プーリー
22a,22b内側を通り、垂直プーリー23
a,23bを経由して屈曲し、駆動輪5に無端状
に掛けられている。ここでワイヤー駆動装置を鉄
筋コンクリート構築物1から離れる方向へ移動さ
せながら駆動輪5を回転させると、ワイヤーソー
11は所要の張力及び速度で無端状に走行し、そ
の結果として鉄筋コンクリート構築物1の水平切
断が開始されることになる。そして、鉄筋コンク
リート構築物1の水平切断が進行するとともに自
走台4をラツク3に沿つて移動させ、鉄筋コンク
リート構築物1の上部は略水平方向に切断解体さ
れる。なお、ワイヤーソー11の走行駆動手段や
張力調節手段は前述したので、詳細な説明及び図
示を省略する。
Thus, the wire saw 11 is wound horizontally around the part to be cut of the reinforced concrete structure 1, passes inside the horizontal pulleys 22a and 22b of the guide pulley frame 20, and passes through the vertical pulley 23.
a and 23b, and is bent around the drive wheel 5 in an endless manner. When the drive wheel 5 is rotated while moving the wire drive device away from the reinforced concrete structure 1, the wire saw 11 runs endlessly with the required tension and speed, and as a result, the reinforced concrete structure 1 can be horizontally cut. It will be started. Then, as the horizontal cutting of the reinforced concrete structure 1 progresses, the self-propelled platform 4 is moved along the rack 3, and the upper part of the reinforced concrete structure 1 is cut and dismantled in a substantially horizontal direction. Incidentally, since the traveling drive means and tension adjustment means of the wire saw 11 have been described above, detailed explanation and illustration thereof will be omitted.

また、ワイヤーソー11は、鉄筋コンクリート
構築物1の被切断個所に水平に巻き掛けられると
共にガイドプーリー架台20の水平プーリー22
a,22bの外側を通り、垂直プーリー23a,
23bを経由して屈曲し、駆動輪5に無端状に掛
けてもよい。そうすると、前記したように、自走
台4をラツク3に沿つて移動させる方法におい
て、ワイヤーソー11は、鉄筋コンクリート構築
物1の切断解体直後、水平プーリー22a,22
によつて支持されるので、水平プーリー22a,
22の内側をワイヤーソー11が通る場合と異な
り、ワイヤーソー11が水平プーリー22a,2
2から抜けて飛び跳ねたりする危険性がないので
安全である。
In addition, the wire saw 11 is horizontally wound around the part to be cut of the reinforced concrete structure 1, and the horizontal pulley 22 of the guide pulley mount 20
a, 22b, and vertical pulleys 23a,
It may be bent via 23b and hung on the drive wheel 5 in an endless manner. Then, as described above, in the method of moving the self-propelled platform 4 along the rack 3, the wire saw 11 moves the horizontal pulleys 22a, 22 immediately after cutting and dismantling the reinforced concrete structure 1.
horizontal pulley 22a,
Unlike the case where the wire saw 11 passes inside the horizontal pulleys 22a and 22, the wire saw 11 passes through the horizontal pulleys 22a and 22.
It is safe because there is no danger of it slipping out of 2 and jumping.

このような切断解体工法を順次繰り返せば、煙
突及び柱状の鉄筋コンクリート構築物1を上部か
ら下部に至るまで安全かつ確実に切断解体するこ
とが可能である。
By sequentially repeating such cutting and dismantling method, it is possible to safely and reliably cut and dismantle the chimney and columnar reinforced concrete structure 1 from the top to the bottom.

[発明の効果] 以上のように、本発明に係る鉄筋コンクリート
構築物の切断解体工法では、超硬質ビーズを付設
してなるワイヤーソーを走行駆動させて鉄筋コン
クリート構築物を切断解体するので、駆動輪から
の回転駆動力及び引張力をワイヤーソーの長さや
屈曲の態様に関係なく、ベルト伝動やロープ伝動
のように自在にワイヤーソーに伝達することがで
きる。
[Effects of the Invention] As described above, in the method for cutting and dismantling reinforced concrete structures according to the present invention, the wire saw provided with ultra-hard beads is driven to cut and dismantle the reinforced concrete structures. The driving force and tensile force can be freely transmitted to the wire saw by belt transmission or rope transmission, regardless of the length or bending mode of the wire saw.

従つて、この切断解体工法、装置では、例えば
煙突やビルの屋上のように高い危険な場所や鉄道
線路沿いの危険な場所、或いは密集地や狭い場所
等における種々の鉄筋コンクリート構築物の切断
解体、或いは他の部分を破壊することなしに所要
個所のみを選択的に切断解体する鉄筋コンクリー
ト構築物の部分切断解体等に際して、内部の鉄筋
も含めて、その切断断面積や切断厚さに制限され
ることなく、きわめて早い切断速度で、作業性よ
く安全に、しかも振動、騒音、塵芥等、外部環境
への影響がきわめて小さい状態において切断解体
を施工することができる。
Therefore, this cutting and demolition method and equipment can be used for cutting and demolition of various reinforced concrete structures in high and dangerous places such as chimneys and building roofs, dangerous places along railroad tracks, crowded areas and narrow spaces, etc. When partially cutting and dismantling a reinforced concrete structure, where only the required parts are selectively cut and dismantled without destroying other parts, there are no restrictions on the cutting cross-sectional area or cutting thickness, including the internal reinforcing bars. Cutting and demolition can be carried out at an extremely high cutting speed, with good workability, safely, and with minimal impact on the external environment such as vibration, noise, and dust.

また、この切断解体工法、装置によれば、鉄筋
コンクリート壁に多角形状の開口部をオーバーカ
ツトなしに穿設することもできる。
Further, according to this cutting and demolition method and device, a polygonal opening can be bored in a reinforced concrete wall without overcutting.

特に、本発明に係るワイヤーソー用ガイドプー
リー架台では、所要の個所に設置するのみで、特
別を調整を要することなく、ワイヤーソーの張り
側及び緩み側を同時に円滑に案内すると共に所要
の方向へ転換させることができる。
In particular, the guide pulley mount for a wire saw according to the present invention can smoothly guide the tension side and loose side of the wire saw at the same time and move it in the desired direction without requiring any special adjustment by simply installing it at the required location. It can be converted.

従つて、ワイヤーソーによる部分切断工事、特
に鉄筋コンクリート構築物の部分切断工事におい
て、被切断体を切断個所の高低をとわず正確に切
断することができ、またガイドプーリーの設置の
ために地上及び空間のスペースが十分に取れない
場所等においても好適に使用することができる。
Therefore, in partial cutting work using a wire saw, especially in partial cutting work of reinforced concrete structures, the object to be cut can be accurately cut regardless of the height of the cut point, and the installation of the guide pulley can be done on the ground or in the space. It can also be suitably used in places where there is not enough space.

上記のような鉄筋コンクリート構築物の切断解
体工法、装置は、廃棄のための切断解体のみなら
ず、例えば橋桁、水中切断、ダム、ビルの切断、
公衆便所、住宅、碑、機械基礎、柱等の下部切断
による上部本体の移動、保存等にも有用である。
The above-mentioned cutting and demolition methods and equipment for reinforced concrete structures are not only used for cutting and demolition for disposal, but also for cutting bridge girders, underwater cutting, cutting of dams, buildings, etc.
It is also useful for moving and preserving the upper body of public toilets, houses, monuments, machine foundations, pillars, etc. by cutting the lower part.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明に係る鉄筋コンクリート構築物
の切断解体工法及び装置の一例を説明する斜視
図、第2図はワイヤーソーの一例の拡大横断面図
である。 (主要符号の説明)、1……鉄筋コンクリート
構築物、2,2a……サポート、3……ラツク、
4……自走台、5……駆動輪、10……油圧制御
ボツクス、11……ワイヤーソー、12……スチ
ールワイヤ、13……ビーズ、14……コイルス
プリング、20……ガイドプーリー架台。
FIG. 1 is a perspective view illustrating an example of a method and apparatus for cutting and dismantling a reinforced concrete structure according to the present invention, and FIG. 2 is an enlarged cross-sectional view of an example of a wire saw. (Explanation of main symbols), 1...Reinforced concrete structure, 2, 2a...Support, 3...Rack,
4... Self-propelled platform, 5... Drive wheel, 10... Hydraulic control box, 11... Wire saw, 12... Steel wire, 13... Beads, 14... Coil spring, 20... Guide pulley mount.

Claims (1)

【特許請求の範囲】 1 ワイヤーに超硬質ビーズを適宜のピツチで付
設してなるワイヤーソーを、別設された移動自在
のワイヤー誘導用ガイドプーリーを介して走行駆
動させ、注水を行いながら前記ワイヤーソーの後
退とともに鉄筋コンクリート構築物に切り込ませ
ることを特徴とする鉄筋コンクリート構築物の切
断解体工法。 2 ワイヤーソーを駆動輪回転機構と前記ワイヤ
ーソーの後退とともに駆動輪を後退させるラツ
ク、ピニオン回転機構とを備えた自走台と、巻掛
けられたワイヤーソーを摩擦走行させる一対の水
平プーリーと該水平プーリーと隣接し直角方向に
架設した一対の垂直プーリーとを備えたガイドプ
ーリー架台と注水装置とから構成された鉄筋コン
クリート構築物の切断解体装置。 3 同一平面内に回転自在に互いに隣接してガイ
ドプーリー架台に枢着された一対の水平プーリー
と、該水平プーリーと直角に互いに隣接して前記
ガイドプーリー架台に枢着された一対の垂直プー
リーとからなることを特徴とするワイヤーソー用
ガイドプーリー架台。
[Scope of Claims] 1. A wire saw comprising ultra-hard beads attached to a wire at an appropriate pitch is driven to run through a separately provided movable guide pulley for guiding the wire, and the wire is A method for cutting and dismantling a reinforced concrete structure, characterized by cutting into the reinforced concrete structure as the saw retreats. 2. A self-propelled stand equipped with a drive wheel rotation mechanism for the wire saw, a rack and pinion rotation mechanism for retracting the drive wheel as the wire saw retreats, a pair of horizontal pulleys for frictionally running the wire saw wound around the wire saw, and A cutting and dismantling device for a reinforced concrete structure, comprising a guide pulley mount including a horizontal pulley and a pair of vertical pulleys installed adjacent to each other at right angles, and a water injection device. 3. A pair of horizontal pulleys rotatably adjacent to each other in the same plane and pivotally connected to the guide pulley mount, and a pair of vertical pulleys adjacent to each other at right angles to the horizontal pulleys and pivotally connected to the guide pulley mount. A guide pulley mount for a wire saw, characterized by comprising:
JP1089800A 1989-04-11 1989-04-11 Cutting and dismantling method and device of reinforced concrete structure Granted JPH02197674A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1089800A JPH02197674A (en) 1989-04-11 1989-04-11 Cutting and dismantling method and device of reinforced concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1089800A JPH02197674A (en) 1989-04-11 1989-04-11 Cutting and dismantling method and device of reinforced concrete structure

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP25407885A Division JPS62112866A (en) 1985-11-13 1985-11-13 Cutting disassembling of reinforced concrete structure

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP33391092A Division JPH05256031A (en) 1992-12-15 1992-11-20 Cutting and demolishing device for reinforced concrete structure

Publications (2)

Publication Number Publication Date
JPH02197674A JPH02197674A (en) 1990-08-06
JPH0353427B2 true JPH0353427B2 (en) 1991-08-15

Family

ID=13980789

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1089800A Granted JPH02197674A (en) 1989-04-11 1989-04-11 Cutting and dismantling method and device of reinforced concrete structure

Country Status (1)

Country Link
JP (1) JPH02197674A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2631044B2 (en) * 1991-04-26 1997-07-16 戸田建設株式会社 Wire saw cutting equipment
JP5117291B2 (en) * 2008-06-13 2013-01-16 株式会社ディスコ How to dismantle a building
JP5970307B2 (en) * 2012-09-14 2016-08-17 株式会社竹中工務店 Cutting and dismantling method and cutting and dismantling equipment for large cylindrical structures made of reinforced concrete

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2577545A (en) * 1949-04-02 1951-12-04 H E Fletcher Company Wire saw apparatus
JPS4811483U (en) * 1971-06-19 1973-02-08
JPS62112866A (en) * 1985-11-13 1987-05-23 株式会社ダイモ社 Cutting disassembling of reinforced concrete structure

Also Published As

Publication number Publication date
JPH02197674A (en) 1990-08-06

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