JP4086614B2 - How to cut a pipe left in the ground - Google Patents

How to cut a pipe left in the ground Download PDF

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Publication number
JP4086614B2
JP4086614B2 JP2002300746A JP2002300746A JP4086614B2 JP 4086614 B2 JP4086614 B2 JP 4086614B2 JP 2002300746 A JP2002300746 A JP 2002300746A JP 2002300746 A JP2002300746 A JP 2002300746A JP 4086614 B2 JP4086614 B2 JP 4086614B2
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Japan
Prior art keywords
ground
cutting
cutter blade
crushing
cutter
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JP2002300746A
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Japanese (ja)
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JP2004137681A (en
Inventor
茂 所崎
健一 村井
敏文 森
和之 原
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Hara Kougyou Co Ltd
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Hara Kougyou Co Ltd
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Description

【0001】
【産業上の利用分野】
開示技術は、ダブルパッカー注入工等の地盤改良工事等に用いられる合成樹脂性等の注入管の外管等の構造体が地盤中に残置してあるものについてシールド掘進等によるトンネルや暗渠等の削進を行うに際し、当該削進に障害となる当該地盤中残置構造体を当該地盤中残置状態において、切断破砕して削進の障害とならないようにする装置の技術分野に属する。
【0002】
周知の如く、地盤改良工事において、ダブルパッカー注入工に際し注入管として塩化ビニール製の外管を多用する場合が多いが、当該塩化ビニール製等の外管は通常ダブルパッカー注入後に地盤中に残置状態に放置しておくことが通常であり、当該地域において、トンネルや暗渠等を形成させるために、シールド掘進を行うに際しては当該地盤中残置の構造体としての塩化ビニール製等の外管がシールドカッター等に巻き付き当該掘進に支障を来すという欠点があった。
【0003】
これに対処するに、予め当該塩化ビニール製等の注入外管等を破砕されやすい材質にするとか、又は、内部に筋目を入れておく技術が考えられているが、シールドカッターに巻きつくことを完全に解決されず、又、注入作業中に注入外管が破砕されるなど問題点が多い。
【0004】
これに対処するに例えば、従来技術文献の特開平08−184028号公報発明に記載されているような地盤中残置構造体としての柱状体に切断破砕装置を挿入内装してその切断刃をして柱状体をその内部から切断破砕するような技術が開発されて明記されてはいる。
【0005】
さりながら、該種従来技術文献の特開平08−184028号公報発明等の従来技術等においては該切断破砕装置がガイド管と該ガイド管内部に設けられたカッターに対する回転伝達軸の二重管方式によるために、重量が大きく又、使用長も長くなるためによる重量が大となり、使い勝手が悪い欠点があり、又、長尺である為、作業能率が悪いという難点もあった。
【0006】
又、外管の中にカッターに対する回転駆動部材を所定単位毎に接続連結することにより構造が複雑となり、メンテナンスコストもランニングコストも高くなるというデメリットがあった。
【0007】
【発明の目的】
この出願の発明の目的は上述従来技術に基づく地盤中残置の塩化ビニール製等の柱状体の構造体の切断破砕除去についての問題点を解決すべき技術的課題とし、パイプ内の内部構造が簡単で、しかも、長さが長行程にならずに済み、したがって、重量過大の課題を防止し、使い勝手が良く、軸方向に所定数の切断破砕装置を装備して効率良く、地盤中残置の柱状体等の構造体を切断破砕することが出来るようにして建設産業における土木技術利用分野に益する優れた地盤中残置構造体の切断破砕装置を提供せんとするものである。
【0008】
【手段】
上述目的に沿い先述特許請求の範囲を要旨とするこの出願の発明の構成は、前述課題を解決するために、拡縮自在なカッター挿脱を径方向に拡縮するカッターを駆動装置の先部に設けたカッターホルダーを介して装備し、該駆動装置は動力伝達部を介して駆動源に接続され、而して、上記カッターブレードが上記カッターホルダーにスィング自在にピン枢支されていることを基幹とし、而して、その際、上記駆動源が制御装置に一体的に併設されているようにし、そして、前記地盤中の残置柱状体力が合成樹脂製のパイプであるようにし、加えて、前記地盤中の残置柱状体が金属製パイプであるようにし、上記駆動装置は前記地盤中残置柱状体の内径より小サイズに形成されているようにし、更に、前記運転制御装置は地盤中残置柱状体の切断破砕であるか否かを検知して駆動装置を発停するようにし、更に、又、上記運転停止中に前記駆動装置、及び、カッターブレードと共に次段の柱状体の切断破砕部位まで所定ストローク揚昇移動するようにもした技術的手段を講じたものである。
【0009】
【作用】
上述構成において、地盤中に残置する地盤中によるスリーブパイプ等の柱状体をトンネル等の形成に際しシールド掘進を行うに残置柱状体がシールド掘進装置のカッターに巻き付いてシールド掘進を妨害することがないように地盤中に柱状体を小サイズに切断破砕するようにするべく塩化ビニール製等の所定長さのスリーブパイプの内部先端に設けた駆動装置に一体的に設けたカッターホルダーにピン枢支したカッターブレードを所定のストローク揚昇させて残置の柱状体のパイプの内側から所定ストロークで切断破砕し、当該カッターによる切断破砕の稼働中、或いは、終了時には地上に於ける駆動源に一体的に設けた運転制御装置に当該駆動装置の駆動中の消費動力を検知して、例えば、65%以下の消費動力を検知した場合には当該運転制御装置を介して駆動源からの動力の駆動装置への送給を中断して遠心力によるカッターブレードの切断破砕作用を停止し、垂下状態にし、所定ストローク駆動装置とカッターブレードを一体的に揚昇して次段の残置柱状体の切断破砕部位に移動させて、更に、当該位置への移動を検知して駆動源が動力を駆動装置に送給して駆動装置を回転作動させてカッターブレードを稼働状態にして残置柱状体のパイプを設計サイズより小サイズに切断破砕し、切断破砕された切断破砕5の柱状体は次段作業時に撤去除去し、動力中における障害物がないようにし、シールド掘進がスムーズに行われるようにするものである。
【0010】
【発明が実施しようとする形態】
次にこの出願の発明の実施しようとする形態を実施例の態様として図面に基づいて説明すれば以下の通りである。
【0011】
図1に示す実施形態において、1はこの出願の発明の要旨の中心を成すシステムであり、地盤中の部分と地盤中地上部分とに分かれており、地盤中に於てはダブルパッカー注入時の削孔、或いは、ボーリング等により削孔2が垂直又は斜にに形成されており、その工程によりタブルパッカー注入等により形成された柱状体としての外管のスリーブパイプ3が所定に残置されているものであり、該タブルパッカー注入のスリーブパイプ3を所定サイズ切断破砕するカッターブレード4はその直上に設けた駆動装置5に対し、カッターホルダーに対し、ピン7を介し、スィング自在に枢支されており、上記柱状体としてのスリーブパイプ3の切断破砕部位に臨ませて遠心力により臨まされ、或いは、垂下自在にされているものである。
【0012】
尚、当該駆動装置5は前記電気モーター、或いは、油圧モーター、或いは、圧縮空気モーター等も採用可能であり、設計によってはスリーブパイプ3の柱状体内に図示しないクレーン等により垂下挿入する際に該スリーブパイプ3に対する衝撃等の緩衝等によるショックを和らげるために、ゴム製等のガイドを介装する場合も考えられるものである。
【0013】
そして、駆動装置5は削孔2に垂下挿入する場合のクレーン等によるガイドとしての動力伝達通路、或いは、ケーブルとしてのガイド8を介して地上の駆動源9に接続されており、該駆動源9からは電力、或いは、油圧、或いは、圧縮エア等を駆動装置5に対し送給するようにされており、該ガイド8と動力源9との間には適宜の運転制御装置10が介装接続されており、該運転制御10は動力源9からの電気、或いは、圧縮空気等がカッターブレード4の稼働中に対し非稼働中におけるその主要動力は、例えば、65%以下であることが予め分かっていることにより当該稼働中か非稼働中の動力の送給状態を検知して駆動源から駆動装置5に対する動力を停止して、稼働中、或いは、非稼働中おける駆動源5、即ち、カッターブレード4による作動発停を適宜に行うようにされている。
【0014】
そして、いったん柱状体のスリーブパイプ3に対する所定の切断破砕が終了すると該削孔2の内部に於ける上位の柱状体の切断破砕部位に所定ストローク図示しないクレーンを介して駆動装置5、及び、カッターホルダーを介して該カッターブレード4ごと、揚昇するようにされて、次段の柱状体3の切断破砕部位に臨まされていることが出来るようにされている。
【0015】
したがって、カッターブレード4は駆動装置5の回転作動中はそのリンクを介して遠心力により回転作用を与えられて所定ストローク揚昇して拡縮して、カッターブレード4の先端はタブルパッカー注入時のスリーブパイプ3の内側から近接当接されて所定の切断破砕作用を与え、該柱状体スリーブパイプ3を所定に切断破砕して次段のの切断破砕部位に臨まされるように揚昇されるものである。
【0016】
当該カッターブレード4による切断破砕作動停止は、運転制御10による動力の検出により自動的に検知されて駆動源9から駆動装置5に対する動力の送給を停止、又、クレーン等の揚昇装置により所定ストロークカッターホルダーと駆動装置5を揚昇して次段に移動することが出来るようにされているものである。
【0017】
したがって、当該柱状体スリーブパイプ3に対する残置柱状体に対する切断破砕作用は一旦削孔2中にシステムを挿入した後は無人的に自動的に行うことが出来るものである。
【0018】
したがって、その間ガイドやこれに囲繞して内部に配設する駆動装置5等の長さ方向は所定長さに初期設定されれば稼働中においてユニット長さづつ接続するような煩瑣な手続きはいらず、完全に自動的に且つ無人的に所定の作業が行えるものである。
【0019】
尚、この出願の発明の実施態様は上述各実施例に限るものでないことは勿論であり、例えば、カッターブレードは所定数複数駆動装置5の出力軸にピン枢支して径方向にスィング自在に枢支することが出来る等種々の態様が採用可能である。
【0020】
駆動装置は電気モーターに限らず、油圧式モーターやエア作動式モーター等適宜の動力モーターにすることが可能である。
【0021】
そして、柱状体としてはタブルパッカー注入による残置スリーブパイプばかりでなく、駆動装置5やカッターブレード4が臨まされるようなサイズのものであれば、なんでも良く、又、材質は合成樹脂製のものに限らず、金属製等のものでも適宜のものに対しても適用可能であるものである。
【図面の簡単な説明】
【図1】この出願の発明のシステムの概略説明側面図である。
【図2】切断破砕装置の地盤中における側面拡大図である。
【符号の説明】
4 カッターブレード
3 スリーブパイプ
5 駆動装置
8 動力伝達部
10 運転制御装置
9 駆動源
[0001]
[Industrial application fields]
The disclosed technology is for tunnels and underdrains, etc. by shield excavation etc. for structures where the outer pipes of synthetic resin etc. used for ground improvement work such as double packer injection are left in the ground. When performing cutting, it belongs to the technical field of the apparatus which cuts and crushes the remaining structure in the ground which becomes an obstacle to the cutting in the remaining state in the ground so as not to obstruct the cutting.
[0002]
As is well known, in the ground improvement work, the outer pipe made of vinyl chloride is often used as the injection pipe for the double packer injection work, but the outer pipe made of vinyl chloride is usually left in the ground after the double packer injection. In order to form tunnels, tunnels, etc. in the area, the outer pipe made of vinyl chloride or the like as a structure remaining in the ground is used as a shield cutter. There was the fault that it was wound around etc. and interfered with the excavation.
[0003]
In order to cope with this, a technique for making the outer pipe made of vinyl chloride or the like easy to be crushed or a technique for keeping a streak inside is considered. It is not completely solved, and there are many problems such as the outer injection tube being crushed during the injection operation.
[0004]
To cope with this, for example, a cutting and crushing device is inserted into a columnar body as a remaining structure in the ground as described in the invention of Japanese Patent Application Laid-Open No. 08-184028, and the cutting blade is used. A technique for cutting and crushing a columnar body from its inside has been developed and specified.
[0005]
Needless to say, in the conventional technology such as the invention of Japanese Patent Application Laid-Open No. 08-184028, which is the kind of prior art document, the cutting and crushing device is a double tube system of a rotation transmission shaft for a guide tube and a cutter provided inside the guide tube. Therefore, the weight is large and the use length is long, so the weight is large, and there is a disadvantage that it is not easy to use. Further, since it is long, there is a problem that the work efficiency is poor.
[0006]
Further, there is a demerit that the structure is complicated by connecting and connecting the rotation driving member to the cutter in the outer tube every predetermined unit, and the maintenance cost and the running cost are increased.
[0007]
OBJECT OF THE INVENTION
The purpose of the invention of this application is to solve the problem of cutting and crushing and removing the columnar structure made of vinyl chloride or the like that remains in the ground based on the above-mentioned conventional technology, and the internal structure in the pipe is simple. In addition, the length does not have to be a long stroke. Therefore, the problem of excessive weight is prevented, it is easy to use, and it is equipped with a predetermined number of cutting and crushing devices in the axial direction. An object of the present invention is to provide an excellent structure for cutting and crushing a remaining structure in the ground, which can be used for cutting and crushing a structure such as a body, which is beneficial to the field of civil engineering use in the construction industry.
[0008]
【means】
In order to solve the above-described problems, the configuration of the invention of the present application, which is summarized in the scope of the above-mentioned claims along the above-mentioned object, is provided with a cutter that expands / contracts the cutter in the radial direction at the front portion of the driving device. It is equipped with a cutter holder, the drive device is connected to a drive source via a power transmission unit, and the cutter blade is pivotally supported by the cutter holder so as to be swingable. Thus, at that time, the drive source is provided integrally with the control device, and the remaining columnar body force in the ground is a pipe made of synthetic resin. The remaining columnar body is a metal pipe, the drive device is formed to be smaller than the inner diameter of the remaining columnar body in the ground, and the operation control unit is Cut off Whether or not it is crushing is detected and the drive device is started and stopped. Further, during the operation stop, the drive device and the cutter blade together with the drive device and the cutter blade are lifted by a predetermined stroke up to the cutting and crushing portion of the next-stage columnar body. This is a technical measure designed to move up and down.
[0009]
[Action]
In the above-described configuration, when the columnar body such as the sleeve pipe in the ground to be left in the ground is shielded when forming a tunnel or the like, the residual columnar body does not wrap around the cutter of the shielded drilling device and obstruct the shielded drilling. A cutter pivotally supported by a cutter holder provided integrally with a drive device provided at the inner end of a sleeve pipe of a predetermined length such as made of vinyl chloride so as to cut and crush the columnar body into a small size in the ground. The blade is lifted by a predetermined stroke and cut and crushed with a predetermined stroke from the inside of the remaining columnar pipe, and is provided integrally with a drive source on the ground during or after cutting and crushing by the cutter. If the driving control device detects the power consumption during driving of the drive device, for example, if the power consumption of 65% or less is detected, the operation control device The supply of power from the drive source to the drive device is interrupted via the control device to stop the cutting and crushing action of the cutter blade due to centrifugal force, and the suspension is suspended, and the predetermined stroke drive device and the cutter blade are lifted together. Ascending and moving to the cutting and crushing part of the remaining columnar body in the next stage, and further detecting the movement to the position, the drive source supplies power to the drive device, and the drive device is rotated to operate the cutter blade. The remaining columnar pipe is cut and crushed to a size smaller than the design size, and the columnar body of the cut and crushed 5 is removed and removed during the next stage work so that there are no obstacles in the power. This is to ensure that the shield digging is performed smoothly.
[0010]
DETAILED DESCRIPTION OF THE INVENTION
Next, embodiments of the invention of this application will be described as embodiments of the present invention with reference to the drawings.
[0011]
In the embodiment shown in FIG. 1, reference numeral 1 denotes a system that forms the center of the gist of the invention of this application, which is divided into a portion in the ground and a ground portion in the ground. Drilling holes 2 are formed vertically or obliquely by drilling or boring, etc., and the sleeve pipe 3 of the outer tube as a columnar body formed by injection of a table packer or the like is left in a predetermined manner by the process. The cutter blade 4 for cutting and crushing the sleeve pipe 3 for injection of the table packer to a predetermined size is pivotally supported by the cutter holder via the pin 7 with respect to the drive device 5 provided immediately above the cutter blade 4. In addition, it faces the cutting and crushing portion of the sleeve pipe 3 as the columnar body, and is faced by a centrifugal force, or can be freely suspended.
[0012]
The drive device 5 can also employ the electric motor, hydraulic motor, compressed air motor, or the like. Depending on the design, the sleeve 5 may be inserted into the columnar body of the sleeve pipe 3 by a crane or the like (not shown). In order to relieve a shock due to a shock such as an impact on the pipe 3, a case where a guide made of rubber or the like is interposed may be considered.
[0013]
The drive device 5 is connected to a ground drive source 9 via a power transmission path as a guide by a crane or the like when being inserted into the hole 2 or a guide 8 as a cable. Is supplied with electric power, hydraulic pressure, compressed air or the like to the drive device 5, and an appropriate operation control device 10 is connected between the guide 8 and the power source 9. The operation control 10 is previously known to have 65% or less of the main power when the electricity from the power source 9 or the compressed air or the like is not operating while the cutter blade 4 is operating. Accordingly, the power supply state during operation or non-operation is stopped by detecting the power supply state during operation or non-operation and stopping the power to the drive device 5 from the drive source, that is, the cutter. Blade 4 It is adapted appropriately perform the stop operating onset that.
[0014]
Once the predetermined cutting and crushing of the columnar body with respect to the sleeve pipe 3 is completed, the drive device 5 and the cutter are connected to the upper columnar body in the drilling hole 2 through a predetermined stroke through a crane (not shown). The entire cutter blade 4 is lifted up through a holder so that it can face the cutting and crushing portion of the columnar body 3 at the next stage.
[0015]
Accordingly, the cutter blade 4 is rotated by a centrifugal force through the link during rotation of the driving device 5 and is lifted and contracted by a predetermined stroke, and the tip of the cutter blade 4 is a sleeve at the time of injection of the table packer. It is brought into close contact from the inside of the pipe 3 to give a predetermined cutting and crushing action, and the columnar sleeve pipe 3 is lifted so as to face a cutting and crushing portion of the next stage after predetermined cutting and crushing. is there.
[0016]
The cutting and crushing operation stop by the cutter blade 4 is automatically detected by detecting the power by the operation control 10, and the power supply from the drive source 9 to the drive device 5 is stopped, or predetermined by an elevating device such as a crane. The stroke cutter holder and the driving device 5 can be lifted and moved to the next stage.
[0017]
Therefore, the cutting and crushing action on the remaining columnar body with respect to the columnar sleeve pipe 3 can be automatically performed automatically after the system is inserted into the drilling hole 2.
[0018]
Therefore, if the length direction of the guide or the drive device 5 or the like disposed inside the guide is set to a predetermined length in the meantime, there is no complicated procedure for connecting unit lengths during operation. The predetermined work can be performed completely automatically and unattended.
[0019]
Of course, the embodiments of the invention of this application are not limited to the above-described embodiments. For example, a predetermined number of cutter blades are pivotally supported on the output shaft of a plurality of driving devices 5 so as to be swingable in the radial direction. Various modes such as being capable of pivoting can be adopted.
[0020]
The drive device is not limited to an electric motor, but can be an appropriate power motor such as a hydraulic motor or an air operated motor.
[0021]
The columnar body may be of any size as long as the drive device 5 and the cutter blade 4 are exposed, as well as the remaining sleeve pipe by injection of a double packer, and the material is made of synthetic resin. However, the present invention is not limited to metal and can be applied to any appropriate one.
[Brief description of the drawings]
FIG. 1 is a schematic side view of a system of the invention of this application.
FIG. 2 is an enlarged side view of the cutting and crushing device in the ground.
[Explanation of symbols]
4 Cutter blade 3 Sleeve pipe 5 Drive device 8 Power transmission unit 10 Operation control device 9 Drive source

Claims (1)

スィング自在にピン枢支されたカッターブレードと、前記カッターブレードを回転させるための駆動装置と、を一体的に具備する切断装置を用いる方法であって、A method of using a cutting device integrally comprising a cutter blade pivotally supported by a swing and a driving device for rotating the cutter blade,
地中に残置してあるパイプ内に切断装置の全体を装入し、Insert the entire cutting device into the pipe left in the ground,
該切断装置の駆動装置を作動させることによりカッターブレードを回転させ、遠心力により該カッターブレードをスィングさせてパイプ切断位置に臨ませ、The cutter blade is rotated by operating the driving device of the cutting device, and the cutter blade is swung by centrifugal force to reach the pipe cutting position.
続けて該カッターブレードによりパイプを切断するNext, cut the pipe with the cutter blade.
ことを特徴とする地中に残置したパイプの切断方法。The cutting method of the pipe left in the ground characterized by this.
JP2002300746A 2002-10-15 2002-10-15 How to cut a pipe left in the ground Expired - Lifetime JP4086614B2 (en)

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