JPH0642198A - Wire saw method - Google Patents
Wire saw methodInfo
- Publication number
- JPH0642198A JPH0642198A JP21755792A JP21755792A JPH0642198A JP H0642198 A JPH0642198 A JP H0642198A JP 21755792 A JP21755792 A JP 21755792A JP 21755792 A JP21755792 A JP 21755792A JP H0642198 A JPH0642198 A JP H0642198A
- Authority
- JP
- Japan
- Prior art keywords
- wire saw
- cutting
- pipe
- cut
- line
- 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.)
- Pending
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28D—WORKING STONE OR STONE-LIKE MATERIALS
- B28D1/00—Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor
- B28D1/02—Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor by sawing
- B28D1/08—Working 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
- B28D1/088—Sawing in situ, e.g. stones from rocks, grooves in walls
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23D—PLANING; SLOTTING; SHEARING; BROACHING; SAWING; FILING; SCRAPING; LIKE OPERATIONS FOR WORKING METAL BY REMOVING MATERIAL, NOT OTHERWISE PROVIDED FOR
- B23D59/00—Accessories specially designed for sawing machines or sawing devices
- B23D59/04—Devices for lubricating or cooling straight or strap saw blades
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Processing Of Stones Or Stones Resemblance Materials (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】この発明は、鉄筋コンクリート構
造物や石材などを切断するワイヤソー工法に関するもの
である。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wire saw method for cutting reinforced concrete structures and stone materials.
【０００２】[0002]
【従来の技術】ワイヤソー工法は、粒状ダイヤモンドが
電着あるいは焼結されたビーズをワイヤに装着したワイ
ヤソーを使用して、鉄筋コンクリート構造物や石材など
を切断する工法であり、例えば、特公平１−５３４２６
号公報，特公平１ー５３４２７号公報などに開示されて
おり、高能率の切断が可能で、周辺環境に与える影響が
少ないという利点がある。2. Description of the Related Art The wire saw method is a method of cutting a reinforced concrete structure or a stone material by using a wire saw in which beads having electrodeposited or sintered granular diamond are attached to a wire. 53426
It is disclosed in Japanese Patent Publication No. 1-53427 and Japanese Patent Publication No. 53427/1989, and has the advantage that high efficiency cutting is possible and there is little influence on the surrounding environment.
【０００３】ところで、この種の工法では、ワイヤソー
を切断対象物に掛けて、これを摩擦走行させるため、ダ
イヤモンドビーズの冷却用と潤滑用に水を注水する必要
があって、大量の水が使用される。この場合の注水方法
として、従来、切断中のワイヤソーに対して、複数箇所
から水を供給する方法が採用されていたが、このような
方法には、以下に説明する技術的課題が指摘されてい
た。By the way, in this type of construction method, since the wire saw is hung on the object to be cut and frictionally traveled, it is necessary to inject water for cooling and lubricating the diamond beads, and a large amount of water is used. To be done. As a water injection method in this case, conventionally, a method of supplying water from a plurality of points to a wire saw being cut has been adopted, but such a method has been pointed out to have technical problems described below. It was
【０００４】[0004]
【発明が解決しようとする課題】すなわち、上述した注
水方法では、複数箇所で水を供給したとしても、無端状
態で循環駆動されるワイヤソーの回転遠心力で、供給さ
れた水がワイヤソーの背面側に飛散し、ワイヤソーの冷
却，潤滑が不十分になり、ダイヤモンドが早期に損耗し
たり、あるいは、飛散する水に切削屑が混入するので、
大量の泥水が飛び散り、作業環境の悪化や周辺を汚染す
るという問題があった。That is, in the above-described water injection method, even if water is supplied at a plurality of points, the supplied water is supplied to the back side of the wire saw by the rotating centrifugal force of the wire saw that is circularly driven in an endless state. , The wire saw will be insufficiently cooled and lubricated, the diamond will be worn early, or cutting chips will be mixed in the water that has been scattered.
There was a problem that a large amount of muddy water was scattered, which deteriorated the working environment and polluted the surrounding area.
【０００５】このような問題に対して、例えば、実際の
作業現場では、ワイヤソーにより切削した溝にゴムチュ
ーブなどを挿入して、切削溝を塞ぐことで、冷却水を回
す工夫も行われているが、この方法は、切削溝が形成さ
れていない切断の初期には採用することができない上
に、単に溝にチューブを挿入しただけでは、冷却水にか
なりの圧力が加わるので、十分なシール性を確保するこ
とが難しい状況にあった。To cope with such a problem, for example, at an actual work site, a rubber tube or the like is inserted into a groove cut by a wire saw, and the cutting groove is closed so that cooling water is rotated. However, this method cannot be used at the beginning of cutting when no cutting groove is formed, and in addition, simply inserting a tube into the groove will apply a considerable pressure to the cooling water, so sufficient sealing performance will be obtained. Was difficult to secure.
【０００６】この発明は、このような問題点に鑑みてな
されたものであり、その目的とするところは、切断の初
期から十分な冷却と潤滑とが可能になり、かつ、汚水飛
散も防止できるワイヤソー工法を提供することにある。The present invention has been made in view of the above problems, and an object thereof is to enable sufficient cooling and lubrication from the initial stage of cutting, and also to prevent scattering of sewage. To provide a wire saw method.
【０００７】[0007]
【課題を解決するための手段】上記目的を達成するため
に、本発明は、無端状のワイヤソーを切断対象物に掛け
て、前記ワイヤソーを所定の張力状態で走行させて、前
記切断対象物を切断するワイヤソー工法において、前記
切断対象物の表面に切断予定線に沿って前記ワイヤソー
が挿通可能な孔部を有するシール部を予め形成した後
に、前記ワイヤソーを前記孔部に挿通して走行させると
ともに、前記孔部内に冷却水を注水することを特徴とす
る。In order to achieve the above object, the present invention hangs an endless wire saw on an object to be cut, runs the wire saw in a predetermined tension state, and cuts the object to be cut. In the wire saw method of cutting, after forming a seal portion having a hole portion through which the wire saw can be inserted along the planned cutting line on the surface of the object to be cut, the wire saw is inserted into the hole portion and traveled. It is characterized in that cooling water is poured into the hole.
【０００８】前記シール部は、前記ワイヤソーが挿通さ
れる管状部材と、この管状部材を前記切断対象物に固定
する接着材とで構成することができる。また、この場合
に、管状部材を塩化ビニール管とし、接着剤を発泡ウレ
タン樹脂で構成することができる。The seal portion can be composed of a tubular member through which the wire saw is inserted, and an adhesive material for fixing the tubular member to the object to be cut. In this case, the tubular member may be a vinyl chloride tube and the adhesive may be a urethane foam resin.
【０００９】[0009]
【作用】上記構成のワイヤソー工法によれば、切断対象
物をワイヤソーで切断する前に、切断対象物の切断予定
線に沿ってワイヤソーの挿通が可能な孔部を有するシー
ル部を予め形成し、その後、この孔部内にワイヤソーを
挿通させて走行させるとともに、孔部内に冷却水を注水
するので、ワイヤソーの走行により冷却水に遠心力が作
用したとしても、冷却水は孔部内にとどまり、ワイヤソ
ーの冷却と潤滑が確保される。According to the wire saw method of the above construction, before cutting the object to be cut with the wire saw, the seal portion having the hole through which the wire saw can be inserted is formed in advance along the planned cutting line of the object to be cut, After that, the wire saw is inserted into the hole for running, and the cooling water is poured into the hole.Therefore, even if centrifugal force acts on the cooling water due to the running of the wire saw, the cooling water stays in the hole and Cooling and lubrication are ensured.
【００１０】[0010]
【実施例】以下、本発明の好適な実施例について添付図
面を参照にして詳細に説明する。図１から図５は、この
発明にかかるワイヤソー工法の一実施例を示している。
同図に示すワイヤソー工法は、本発明を壁状コンクリー
ト構造物（切断対象物）を鉛直に切断する場合に適用し
た例を示している。同図に示すワイヤソー工法では、ま
ず、壁状コンクリート構造物１の鉛直切断予定線の上下
端にそれぞれ貫通孔２，２ａがコアボーリングマシンな
どにより穿設される。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT A preferred embodiment of the present invention will be described in detail below with reference to the accompanying drawings. 1 to 5 show an embodiment of a wire saw method according to the present invention.
The wire saw method shown in the figure shows an example in which the present invention is applied to the case of vertically cutting a wall-shaped concrete structure (cutting object). In the wire saw method shown in the figure, first, through holes 2 and 2a are bored by a core boring machine or the like at the upper and lower ends of the planned vertical cutting line of the wall-shaped concrete structure 1, respectively.
【００１１】次いで、貫通孔２，２ａを含むコンクリー
ト構造物１の背面側の切断予定線に沿って、シール部３
が形成される。この実施例では、シール部３は、後述す
るワイヤソーの直径よりも大きな径を有し、ワイヤソー
が挿通可能な塩化ビニール製の丸パイプ（管状部材）３
ａと、これをコンクリート構造物１に固定する接着剤３
ｂとから構成されている。Next, along the planned cutting line on the rear surface side of the concrete structure 1 including the through holes 2 and 2a, the seal portion 3 is formed.
Is formed. In this embodiment, the seal portion 3 has a diameter larger than that of a wire saw to be described later, and a vinyl chloride round pipe (tubular member) 3 into which the wire saw can be inserted.
a and an adhesive 3 for fixing the same to the concrete structure 1
b and.
【００１２】シール部３の形成は、丸パイプ３ａが切断
予定線に沿って配置され、パイプ３ａを発泡ウレタン樹
脂からなる接着材３ｂで埋め込むようにして接着するこ
とにより行われる。この場合、接着材４は、例えば、エ
ポキシ樹脂系のものなどでもよいが、発泡ウレタン樹脂
を用いると、これが貫通孔２，２ａ内で膨張して、パイ
プ３ａを貫通孔２，２ａ内で強固に固定することができ
るとともに、発泡ウレタン樹脂は、容器に収納されてい
るものを吹きつけることで簡単に取り扱え、その硬化が
速く現場施工に適しているので望ましい。The seal portion 3 is formed by arranging a round pipe 3a along a planned cutting line and embedding the pipe 3a in such a manner that it is embedded with an adhesive 3b made of urethane foam resin. In this case, the adhesive 4 may be, for example, an epoxy resin-based adhesive, but if urethane foam resin is used, it expands in the through holes 2 and 2a, and the pipe 3a is firmly fixed in the through holes 2 and 2a. It is desirable that the urethane foam resin can be easily fixed by spraying what is contained in the container, and its curing is fast and suitable for on-site construction.
【００１３】また、パイプ３ａの断面形状は円に限るも
のではなく、角形断面でもよく、さらに、切断対象構造
物１に凹凸がある場合には、蛇腹状のパイプも使用でき
る。以上のようにして貫通孔２，２ａおよびコンクリー
ト構造物１の背面側にシール部３が形成されると、この
実施例では、コンクリート構造物１の前面側に前面シー
ル部４が設置される。The cross-sectional shape of the pipe 3a is not limited to a circle, but may be a rectangular cross-section, and if the structure 1 to be cut has irregularities, a bellows-shaped pipe can also be used. When the seal portion 3 is formed on the through holes 2 and 2a and the rear surface side of the concrete structure 1 as described above, the front seal portion 4 is installed on the front surface side of the concrete structure 1 in this embodiment.
【００１４】この前面シール部４は、冷却水の排水通
路、および、後述するワイヤソーの垂直ガイドとしても
機能するものであり、コンクリート構造物１の前面側切
断予定線に沿って、予定線を挟むようにして構造物１に
固定される一対のガイド板４ａ，４ｂと、ガイド板４
ａ，４ｂの前面に固着された天然ゴムなどの一対の可撓
性シール板４ｃ，４ｄとから構成されている。The front seal portion 4 also functions as a drainage passage for the cooling water and as a vertical guide for a wire saw to be described later, and the planned line is sandwiched along the planned cutting line on the front side of the concrete structure 1. A pair of guide plates 4a, 4b fixed to the structure 1 so as to be fixed, and the guide plate 4
It is composed of a pair of flexible seal plates 4c and 4d such as natural rubber fixed to the front surfaces of a and 4b.
【００１５】可撓性シール板４ｃ，４ｄは、切断予定線
を挟んで、ワイヤソーの直径よりも若干狭い間隔をおい
てガイド板４ａ，４ｂに固着されている。以上のように
して、シール部３と前面シール部４とが形成されると、
シール部３のパイプ３ａ内にワイヤソー５が挿通され、
コンクリート構造物１の切断作業が開始される。コンク
リート構造物１の切断作業には、ワイヤソー駆動装置６
が用いられ、駆動装置６は、レール上を走行する台車６
ａと、台車６ａ上に設置され、電気ないしは油圧で回転
駆動される駆動プーリ６ｂと、ワイヤソー５に所定の張
力を与える一対のガイトプーリ６ｃ，６ｄとを有してい
る。なお、図１に符号９で示したものは、構造物１の前
面に配置されたワイヤソー５のガイドプーリである。The flexible seal plates 4c and 4d are fixed to the guide plates 4a and 4b with a spacing slightly narrower than the diameter of the wire saw with the planned cutting line interposed therebetween. When the seal portion 3 and the front seal portion 4 are formed as described above,
The wire saw 5 is inserted into the pipe 3a of the seal portion 3,
The cutting work of the concrete structure 1 is started. For the cutting work of the concrete structure 1, the wire saw driving device 6
Is used, and the drive device 6 is a dolly 6 traveling on a rail.
a, a drive pulley 6b which is installed on the carriage 6a and is rotationally driven by electric or hydraulic pressure, and a pair of guide pulleys 6c and 6d which apply a predetermined tension to the wire saw 5. The reference numeral 9 in FIG. 1 is a guide pulley of the wire saw 5 arranged on the front surface of the structure 1.
【００１６】ワイヤソー５は、粒状ダイヤモンドが電着
ないしは焼結されたビーズをワイヤに装着したものであ
り、ワイヤソー５は、駆動プーリ６ｂとコンクリート構
造物１との間に、パイプ３ａ内を挿通して無端状に掛け
渡され、駆動プーリ６ｂを回転し、台車１０ａを後方に
移動することにより、図１の矢印方向に所定の張力状態
で循環走行させられる。このとき、ワイヤソー５の循環
走行とともに、ワイヤソー５の送り込み側にあって、下
側の貫通孔２ａ側に位置するパイプ３ａの端部からホー
ス７を介して冷却水が注水される。なお、ワイヤソー５
に張力を付与する駆動装置６の構成としては、上記のも
のに限られることはなく、例えば、台車６ａ上を駆動プ
ーリ６ｂが移動できるように構成し、駆動プーリ６ｂを
後退させるものでもよい。The wire saw 5 is made by attaching beads to which granular diamond is electrodeposited or sintered to the wire. The wire saw 5 is inserted between the drive pulley 6b and the concrete structure 1 through the pipe 3a. Endlessly, the drive pulley 6b is rotated, and the carriage 10a is moved rearward, so that the carriage 10 is circulated and run in a predetermined tension state in the direction of the arrow in FIG. At this time, as the wire saw 5 circulates, cooling water is injected from the end of the pipe 3a located on the feed-in side of the wire saw 5 and located on the lower through hole 2a side through the hose 7. The wire saw 5
The configuration of the drive device 6 that applies tension to the drive pulley 6b is not limited to the one described above. For example, the drive pulley 6b may be configured to be movable on the carriage 6a and the drive pulley 6b may be retracted.
【００１７】ワイヤソー５の循環走行により、まず、パ
イプ３ａの内側面が切断され、その後コンクリート構造
物１の切断が開始される。このとき、ホース７を介して
注水された冷却水は、ワイヤソー５の循環走行により遠
心力が作用し、構造物１の背面側に押しやられようとす
るが、この部分にはパイプ３ａが配置されており、この
ため冷却水はパイプ３ａに沿ってワイヤソー５の走行方
向に流れ、パイプ３ａ内にとどまる。By the circulation of the wire saw 5, first, the inner surface of the pipe 3a is cut, and then the cutting of the concrete structure 1 is started. At this time, the cooling water injected through the hose 7 tends to be pushed to the back side of the structure 1 due to the centrifugal force due to the circulation traveling of the wire saw 5, and the pipe 3a is arranged in this portion. Therefore, the cooling water flows along the pipe 3a in the traveling direction of the wire saw 5 and stays in the pipe 3a.
【００１８】このため、切断の初期から、ワイヤソー５
の冷却と潤滑とが冷却水により確保され、ダイヤモンド
の損耗が防止されるとともに、コンクリート構造物１の
背面側に切削屑が混入した泥水の飛散も防止される。そ
して、ワイヤソー５の走行方向に沿って流れた冷却水
は、貫通孔２の部分で構造物１の前面側に到達するが、
この部分には、前面シール部４が設けられており、可撓
性シール板４ｃ，４ｄは、図５に示すように、ワイヤソ
ー５の挿通箇所で可撓性シール板４ｃ，４ｄがワイヤソ
ー５の走行方向に弾性変形して、ワイヤソー５の周面に
接触しているので、冷却水は、ガイド板４ａ，４ｂと可
撓性シール板４ｃ，４ｄとの間の隙間を通って下方に流
れ、冷却水が外部に飛散することが防止される。Therefore, from the beginning of cutting, the wire saw 5
Cooling and lubrication are secured by cooling water, diamond wear is prevented, and scattering of muddy water containing cutting chips on the back side of the concrete structure 1 is prevented. Then, the cooling water flowing along the traveling direction of the wire saw 5 reaches the front surface side of the structure 1 at the portion of the through hole 2,
The front seal part 4 is provided in this portion, and the flexible seal plates 4c and 4d are connected to the flexible saw plates 4c and 4d at the insertion positions of the wire saw 5 as shown in FIG. Since it is elastically deformed in the traveling direction and is in contact with the peripheral surface of the wire saw 5, the cooling water flows downward through the gap between the guide plates 4a, 4b and the flexible seal plates 4c, 4d, The cooling water is prevented from splashing outside.
【００１９】なお、この場合、前面シール部４において
冷却水の流下を容易にするために、たとえば、図５に点
線で示すように、一対のガイド板４ａ，４ｂの前面側に
段状の切欠部を設けてもよい。また、上記実施例では、
コンクリート構造物１の背面側だけでなく、その前面側
にもシール部４を設けたものを例示したが、構造物１の
背面側の泥水汚染を防止する場合には、前面シール部４
は必ずしも必要としない。In this case, in order to facilitate the flow of the cooling water in the front seal portion 4, for example, as shown by the dotted line in FIG. 5, stepped notches are formed on the front side of the pair of guide plates 4a, 4b. You may provide a part. Further, in the above embodiment,
Although an example in which the seal portion 4 is provided not only on the back side of the concrete structure 1 but also on the front side thereof has been illustrated, in the case of preventing muddy water contamination on the back side of the structure 1, the front seal portion 4 is used.
Does not necessarily need.
【００２０】図６は、この発明の第２実施例を示してお
り、以下にその特徴点についてのみ説明する。同図に示
す実施例では、シール部３のワイヤソー５を挿通する孔
部として、一端側が開口した凹形断面のアングル状部材
８を使用した例であり、アングル状部材８の開口部側が
コンクリート構造物１の切断予定線の表面に設置され、
接着材３ｂで固定される。FIG. 6 shows a second embodiment of the present invention, and only the characteristic points will be described below. In the embodiment shown in the figure, an angle member 8 having a concave cross-section with one end opened is used as a hole portion for inserting the wire saw 5 of the seal portion 3, and the opening side of the angle member 8 has a concrete structure. It is installed on the surface of the cut line of Object 1,
It is fixed with the adhesive material 3b.
【００２１】このような構造のアングル状部材８を使用
すると、ワイヤソー５を走行させると、直ちに構造物１
の切断が開始されるとともに、アングル状部材８は、ワ
イヤソー５による切断ができない材質も利用できる。図
７は、この発明の第３実施例を示しており、この実施例
では、切断対象物が円形断面の柱状ないしは筒状のコン
クリート構造物１ａであり、このような構造物１ａを水
平切断する場合に適用した例である。構造物１ａを切断
する場合には、その水平切断予定線に沿って、構造物１
のほぼ全周を覆うシール部３０を形成する。このシール
部３０には、上記実施例と同じようにワイヤソー５の挿
通が可能な孔部３０ａがパイプなどにより確保される。When the angled member 8 having such a structure is used, when the wire saw 5 is run, the structure 1
When the cutting is started, the angle member 8 can be made of a material that cannot be cut by the wire saw 5. FIG. 7 shows a third embodiment of the present invention. In this embodiment, the object to be cut is a columnar or tubular concrete structure 1a having a circular cross section, and such a structure 1a is horizontally cut. This is an example applied to the case. When the structure 1a is cut, the structure 1a is cut along the horizontal cut line.
The seal portion 30 is formed to cover almost the entire circumference of the. In the seal portion 30, a hole portion 30a through which the wire saw 5 can be inserted is secured by a pipe or the like as in the above-described embodiment.
【００２２】そして、構造物１の近傍に一対のガイトプ
ーリ３１を設置して、このガイドプーリ３１を介して構
造物１に捲きかけるようにしてワイヤソー５が設置さ
れ、ワイヤソー５の送り込み側から注水が行われる。こ
のような方法においても上記実施例と同等の作用効果が
得られる。なお、上記実施例では、切断対象物として鉄
筋コンクリート構造物を例示したが、この発明の実施は
これに限られることはなく、例えば、石材の切断にもて
きようできる。また、上記実施例では、ワイヤソーを挿
通させる孔部の形成方法として、円形パイプや凹状のア
ングル部材を使用するものを例示したが、この発明の実
施はこれらに限定されることはなく、例えば、切断予定
線に沿ってワックスなどの付着防止材を塗り付けたワイ
ヤをモルタル中に埋設し、モルタルが硬化する前にワイ
ヤを抜き取ることにより、ワイヤソーの挿通用孔部を形
成してもよい。Then, a pair of guide pulleys 31 are installed in the vicinity of the structure 1, and the wire saw 5 is installed so as to wind around the structure 1 via the guide pulley 31, and water is injected from the feeding side of the wire saw 5. Done. Even in such a method, the same effect as that of the above-described embodiment can be obtained. In addition, in the said Example, although the reinforced concrete structure was illustrated as a cutting target object, implementation of this invention is not restricted to this, For example, it can be applied also to cutting of stone. Further, in the above embodiment, as a method of forming the hole portion through which the wire saw is inserted, an example of using a circular pipe or a concave angle member is illustrated, but the implementation of the present invention is not limited to these, and, for example, It is also possible to embed a wire coated with an anti-adhesion material such as wax along the planned cutting line in the mortar and remove the wire before the mortar hardens to form the insertion hole of the wire saw.
【００２３】[0023]
【発明の効果】以上、実施例で詳細に説明したように、
本発明にかかるワイヤソー工法によれば、冷却水の飛散
がなくなるので、少量の水を有効に使用できるととも
に、切断の初期からワイヤーの冷却，潤滑が十分に行
え、その損耗が非常に少なくなる。また、切断対象物の
少なくとも背面側には、汚水が飛散しないので、建物の
内部の切断作業が可能になるとともに、周辺や作業現場
の汚染も少なくすることが可能になる。As described above in detail in the embodiments,
According to the wire saw method of the present invention, since the cooling water does not scatter, a small amount of water can be used effectively, and the wire can be sufficiently cooled and lubricated from the initial stage of cutting, and the wear of the wire is significantly reduced. Further, since the sewage does not scatter at least on the back side of the object to be cut, it is possible to perform the cutting work inside the building and reduce the pollution of the periphery and the work site.
【図１】本発明にかかるワイヤソー工法の一実施例を示
す施工説明図である。FIG. 1 is a construction explanatory view showing an embodiment of a wire saw method according to the present invention.
【図２】図１のａ部拡大図である。FIG. 2 is an enlarged view of part a of FIG.
【図３】図１のｂ部拡大図である。FIG. 3 is an enlarged view of part b of FIG.
【図４】図１の前面説明図である。4 is a front explanatory view of FIG. 1. FIG.
【図５】図４の要部断面図である。5 is a cross-sectional view of the main parts of FIG.
【図６】本発明の第２実施例を示す要部断面図である。FIG. 6 is a cross-sectional view of essential parts showing a second embodiment of the present invention.
【図７】本発明の第３実施例を示す施工説明図である。FIG. 7 is a construction explanatory view showing a third embodiment of the present invention.
１ コンクリート構造物（切断対象物） ３ シール部 ５ ワイヤソー ６ ワイヤソー駆動装置 1 Concrete structure (object to be cut) 3 Seal part 5 Wire saw 6 Wire saw drive device
Claims (3)
て、前記ワイヤソーを所定の張力状態で走行させて、前
記切断対象物を切断するワイヤソー工法において、 前記切断対象物の表面に切断予定線に沿って前記ワイヤ
ソーが挿通可能な孔部を有するシール部を予め形成した
後に、前記ワイヤソーを前記孔部に挿通して走行させる
とともに、前記孔部内に冷却水を注水することを特徴と
するワイヤソー工法。1. A wire saw method in which an endless wire saw is hung on an object to be cut and the wire saw is run under a predetermined tension to cut the object to be cut. A wire saw, characterized in that after a seal portion having a hole portion through which the wire saw can be inserted is formed in advance, the wire saw is inserted into the hole portion for running, and cooling water is poured into the hole portion. Construction method.
される管状部材と、この管状部材を前記切断対象物に固
定する接着材とからなることを特徴とする請求項１記載
のワイヤソー工法。2. The wire saw method according to claim 1, wherein the seal portion includes a tubular member through which the wire saw is inserted, and an adhesive material that fixes the tubular member to the object to be cut.
し、前記接着剤を発泡ウレタン樹脂で構成することを特
徴とする請求項２記載のワイヤソー工法。3. The wire saw method according to claim 2, wherein the tubular member is a vinyl chloride pipe, and the adhesive is made of urethane foam resin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21755792A JPH0642198A (en) | 1992-07-24 | 1992-07-24 | Wire saw method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21755792A JPH0642198A (en) | 1992-07-24 | 1992-07-24 | Wire saw method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0642198A true JPH0642198A (en) | 1994-02-15 |
Family
ID=16706131
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP21755792A Pending JPH0642198A (en) | 1992-07-24 | 1992-07-24 | Wire saw method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0642198A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006272567A (en) * | 2005-03-28 | 2006-10-12 | Shibusho Kensetsu:Kk | Wire saw starting member, guide member, and wire saw cutting method |
| JP2007070881A (en) * | 2005-09-07 | 2007-03-22 | Takenaka Komuten Co Ltd | High precision cutting method for reinforced concrete column |
| JP2011174358A (en) * | 2010-02-23 | 2011-09-08 | Inyoung Construction Co Ltd | Structure demolishing device utilizing three-dimensional bead and cyclone dust collector, and demolishion method using the same |
| ES2373280A1 (en) * | 2008-06-10 | 2012-02-02 | Perfora S.P.A. | Machine for cutting stone blocks. (Machine-translation by Google Translate, not legally binding) |
| JP2012505092A (en) * | 2008-10-08 | 2012-03-01 | チャン，ウンヨン | Eco-friendly wire saw cutting device and cutting method using the same |
| JP2015010387A (en) * | 2013-06-28 | 2015-01-19 | 株式会社竹中工務店 | Installation method of skeleton separating pipe material, and skeleton separation method and skeleton demolition method using pipe material |
| CN105569376A (en) * | 2015-12-17 | 2016-05-11 | 上海建工一建集团有限公司 | Demolition construction method for building wall |
| CN111531722A (en) * | 2020-05-28 | 2020-08-14 | 广州市黄埔建筑工程总公司 | Method for cutting and dismantling supporting beam of foundation pit support by using wire saw |
| CN113843899A (en) * | 2021-10-20 | 2021-12-28 | 中南大学 | Method and system for separating abandoned buildings adjacent to existing underwater buildings |
-
1992
- 1992-07-24 JP JP21755792A patent/JPH0642198A/en active Pending
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006272567A (en) * | 2005-03-28 | 2006-10-12 | Shibusho Kensetsu:Kk | Wire saw starting member, guide member, and wire saw cutting method |
| JP2007070881A (en) * | 2005-09-07 | 2007-03-22 | Takenaka Komuten Co Ltd | High precision cutting method for reinforced concrete column |
| ES2373280A1 (en) * | 2008-06-10 | 2012-02-02 | Perfora S.P.A. | Machine for cutting stone blocks. (Machine-translation by Google Translate, not legally binding) |
| JP2012505092A (en) * | 2008-10-08 | 2012-03-01 | チャン，ウンヨン | Eco-friendly wire saw cutting device and cutting method using the same |
| JP2011174358A (en) * | 2010-02-23 | 2011-09-08 | Inyoung Construction Co Ltd | Structure demolishing device utilizing three-dimensional bead and cyclone dust collector, and demolishion method using the same |
| JP2015010387A (en) * | 2013-06-28 | 2015-01-19 | 株式会社竹中工務店 | Installation method of skeleton separating pipe material, and skeleton separation method and skeleton demolition method using pipe material |
| CN105569376A (en) * | 2015-12-17 | 2016-05-11 | 上海建工一建集团有限公司 | Demolition construction method for building wall |
| CN111531722A (en) * | 2020-05-28 | 2020-08-14 | 广州市黄埔建筑工程总公司 | Method for cutting and dismantling supporting beam of foundation pit support by using wire saw |
| CN113843899A (en) * | 2021-10-20 | 2021-12-28 | 中南大学 | Method and system for separating abandoned buildings adjacent to existing underwater buildings |
| CN113843899B (en) * | 2021-10-20 | 2024-02-20 | 中南大学 | Separation method for abandoned buildings adjacent to existing buildings underwater |
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