JP5608888B2 - Cutting tool for expanding existing pipes - Google Patents

Cutting tool for expanding existing pipes Download PDF

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JP5608888B2
JP5608888B2 JP2010086080A JP2010086080A JP5608888B2 JP 5608888 B2 JP5608888 B2 JP 5608888B2 JP 2010086080 A JP2010086080 A JP 2010086080A JP 2010086080 A JP2010086080 A JP 2010086080A JP 5608888 B2 JP5608888 B2 JP 5608888B2
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diameter
cutting
support shaft
existing pipe
enlarged
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JP2011001812A (en
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晃司 山角
晃司 山角
英二 森長
英二 森長
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株式会社きんでん
機動建設工業株式会社
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Description

本発明は、既設管路を拡径するように内壁を切削する既設管路の拡径用切削工具に関する。   The present invention relates to a cutting tool for expanding the diameter of an existing pipeline that cuts an inner wall so as to expand the diameter of the existing pipeline.

電気配線用等の比較的小径の既設管路は、両端がマンホール等の竪穴に開口するように横向きに配設されたものが多く、一端が竪穴に開口し、他端が人の入れない閉空間に開口するものもある。一部には、煙突の煙道のように縦向きに配設された既設管路もある。このような比較的小径で人が入り込めない既設管路を、ライニングの更新等の補修や、断面容量増大等のために拡径するときは、既設管路に挿入される支持軸の回りに複数の切削刃を放射状に配設した拡径用切削工具を用い、支持軸を回転駆動しながら牽引または押し込みによって一方向へ移動させ、既設管路の内径よりも大きい切削径の切削刃によって、一端側から他端側へ既設管路の内壁を切削する拡径方法が採用されている(例えば、特許文献1参照)。   Many existing pipes with relatively small diameters, such as for electrical wiring, are installed sideways so that both ends open into manholes, etc., and one end opens into the coffin and the other end is closed to prevent humans from entering Some open to space. Some have existing pipelines that are arranged vertically like a chimney flue. When expanding the diameter of an existing pipe line that is relatively small in diameter and cannot be entered by a person for repairs such as renewing the lining or increasing the cross-sectional capacity, around the support shaft inserted into the existing pipe line Using a cutting tool for diameter expansion in which a plurality of cutting blades are arranged radially, moving the support shaft in one direction by pulling or pushing while rotating the support shaft, and using a cutting blade having a cutting diameter larger than the inner diameter of the existing pipe line, A diameter expansion method is employed in which an inner wall of an existing pipeline is cut from one end side to the other end side (see, for example, Patent Document 1).

この種の既設管路は、コンクリート、ヒューム管、合成樹脂管等で形成されている。また、拡径用切削工具の支持軸は、延長ロッドで既設管路の外に配置される回転牽引装置や回転押し込み装置に連結される。長い既設管路を拡径するときは、延長ロッドに撓みや座屈が生じないように、切削時の支持軸を牽引によって既設管路の奥側から手前側へ移動させることが多い。   This kind of existing pipeline is formed of concrete, a fume pipe, a synthetic resin pipe or the like. Further, the support shaft of the diameter-enlarging cutting tool is connected to a rotary traction device or a rotary push-in device arranged outside the existing pipe line by an extension rod. When expanding the diameter of a long existing pipeline, the support shaft at the time of cutting is often moved from the back side to the near side of the existing pipeline by traction so that the extension rod does not bend or buckle.

なお、既設管路の拡径用切削工具には、支持軸に装着される円筒状のビット本体の外周面に、頂部に切削用チップを設けた複数の台座を半径方向へ移動可能に設置し、これらの台座をばね材で半径方向外方へ付勢して、既設管路の継手部分の段差部等を、部分的に切削するようにしたものも提案されている(例えば、特許文献2参照)。   In addition, in the cutting tool for expanding the diameter of the existing pipe line, a plurality of pedestals having cutting tips at the top are installed on the outer peripheral surface of the cylindrical bit body mounted on the support shaft so as to be movable in the radial direction. In addition, there has been proposed a technique in which these pedestals are urged radially outward by a spring material to partially cut a stepped portion or the like of a joint portion of an existing pipeline (for example, Patent Document 2). reference).

特開2001−262971号公報JP 2001-262971 A 特開2004−316304号公報JP 2004-316304 A

特許文献1に記載された既設管路の拡径用切削工具は、切削刃の切削径が既設管路の内径よりも大きくなっているので、以下の問題がある。
(1) 切削時の支持軸を牽引によって移動させる場合は、既設管路の奥側まで挿入した支持軸に切削刃を装着するための作業スペースと作業者を必要とする。
(2) 切削時の支持軸を押し込みによって移動させ、既設管路の奥側が人の入れない閉空間とされている場合は、切削刃を回収することができない。
(3) 長い既設管路では、長い延長ロッドの捩れ変形によって、支持軸への回転トルクの伝達効率が低下する。
(4) 既設管路を途中から拡径することができない。
(5) トラブル発生時に、支持軸を反対側へ戻すことができない。
The cutting tool for expanding the diameter of the existing pipe described in Patent Document 1 has the following problems because the cutting diameter of the cutting blade is larger than the inner diameter of the existing pipe.
(1) When the support shaft at the time of cutting is moved by towing, a work space and an operator are required for mounting the cutting blade on the support shaft inserted to the far side of the existing pipeline.
(2) If the support shaft at the time of cutting is moved by being pushed in and the existing pipe is in a closed space where no people can enter, the cutting blade cannot be recovered.
(3) In long existing pipelines, the transmission efficiency of rotational torque to the support shaft decreases due to torsional deformation of the long extension rod.
(4) Existing pipes cannot be expanded from the middle.
(5) When trouble occurs, the support shaft cannot be returned to the opposite side.

そこで、本発明の課題は、既設管路の奥側の作業スペースと作業者を必要とせず、如何なる場合も切削刃を回収でき、かつ、長い既設管路で延長ロッドの長さを短くでき、トラブル発生時にも支持軸を反対側へ戻すことができる既設管路の拡径用切削工具を提供することである。   Therefore, the problem of the present invention is that it does not require a work space and an operator on the back side of the existing pipeline, the cutting blade can be collected in any case, and the length of the extension rod can be shortened with a long existing pipeline, An object of the present invention is to provide a cutting tool for expanding the diameter of an existing pipe line that can return the support shaft to the opposite side even when a trouble occurs.

上記の課題を解決するために、本発明は、既設管路に挿入される支持軸の回りに複数の切削刃を放射状に配設し、この切削刃を配設した支持軸を回転駆動しながら既設管路の中を移動させて、既設管路を拡径するように内壁を切削する既設管路の拡径用切削工具において、前記支持軸に筒状の台座部材を回り止めして軸方向へスライド可能に外嵌し、この台座部材に前記複数の各切削刃を半径方向へスライド可能に、かつ、周方向相対移動不可能に収納する外径側へ開口した複数の収納部を設けて、収納部に収納される各切削刃を半径方向内方へ付勢する手段と、各切削刃の基底側から前記台座部材の内径面に突出して前記支持軸の外径面に当接される当接部を設け、この当接部が当接される支持軸の部位に、外径が一方向へ単調増加する拡径部を設けて、前記支持軸を前記既設管路への押し込み方向又は引き戻し方向へ移動させる切削時に、前記台座部材を前記拡径部の大径側へスライドさせ、前記各切削刃の当接部を前記拡径部の大径側に係合させて、前記収納部に収納された各切削刃の先端を半径方向外方へ押し出し、前記支持軸を切削時と逆方向へ移動させるときに、前記台座部材を前記拡径部の小径側へスライドさせ、前記各切削刃の当接部を前記拡径部の小径側に係合させて、前記各切削刃を前記収納部に収納する構成を採用した。 In order to solve the above-described problems, the present invention provides a plurality of cutting blades arranged radially around a support shaft inserted into an existing pipe line, while rotating the support shaft provided with the cutting blades. through the existing pipe by moving, in diameter for a cutting tool of the existing pipe line for cutting the inner wall to enlarged the existing pipeline, prevented from rotating the tubular base member to the support shaft axis The base member is provided with a plurality of storage portions that are open to the outer diameter side so that the plurality of cutting blades can be slid in the radial direction and can not be moved relative to each other in the circumferential direction. Means for urging each cutting blade stored in the storage portion inward in the radial direction, and protrudes from the base side of each cutting blade to the inner diameter surface of the pedestal member so as to be in contact with the outer diameter surface of the support shaft. An abutting portion is provided, and the outer diameter of the supporting shaft that the abutting portion abuts is increased in a monotonically increasing direction. Provided part, the support shaft during cutting moving the push direction or pullback direction to the existing pipeline, said base member is slid to the large diameter side of the enlarged diameter portion, the contact portion of the cutting edge Is engaged with the large diameter side of the enlarged diameter portion, the tip of each cutting blade accommodated in the accommodating portion is pushed outward in the radial direction, and when the support shaft is moved in the direction opposite to that during cutting, The base member is slid to the smaller diameter side of the enlarged diameter portion, the contact portion of each cutting blade is engaged with the smaller diameter side of the enlarged diameter portion, and the cutting blade is accommodated in the accommodating portion. Adopted.

すなわち、支持軸に筒状の台座部材を回り止めして軸方向へスライド可能に外嵌し、この台座部材に複数の各切削刃を半径方向へスライド可能に、かつ、周方向相対移動不可能に収納する外径側へ開口した複数の収納部を設けて、収納部に収納される各切削刃を半径方向内方へ付勢する手段と、各切削刃の基底側から台座部材の内径面に突出して支持軸の外径面に当接される当接部を設け、この当接部が当接される支持軸の部位に、外径が一方向へ単調増加する拡径部を設けて、前記支持軸を切削が行われる方向へ移動させるときに、台座部材を拡径部の大径側へスライドさせ、各切削刃の当接部を拡径部の大径側に係合させて、収納部に収納された各切削刃の先端を半径方向外方へ押し出し、支持軸を切削時と逆方向へ移動させるときに、台座部材を拡径部の小径側へスライドさせ、各切削刃の当接部を拡径部の小径側に係合させて、各切削刃を収納部に収納することにより、既設管路の奥側の作業スペースと作業者を必要とせず、如何なる場合も切削刃を回収でき、かつ、長い既設管路を分割して拡径可能として延長ロッドの長さを短くでき、トラブル発生時にも支持軸を反対側へ戻すことができるようにした。 That is, a cylindrical pedestal member is prevented from rotating on the support shaft and is externally fitted to be slidable in the axial direction. A plurality of cutting blades can be slid in the radial direction on the pedestal member , and relative movement in the circumferential direction is impossible provided with a plurality of housing portions that opens radially outward to be received in inner diameter surface of the means for biasing each cutting edge radially inwardly to be received in the receiving portion, the base member from the base side of the cutting edge A contact portion that protrudes in contact with the outer diameter surface of the support shaft is provided, and a diameter expansion portion in which the outer diameter monotonously increases in one direction is provided at a portion of the support shaft that contacts the contact portion. When the support shaft is moved in the cutting direction , the pedestal member is slid to the large diameter side of the large diameter portion, and the contact portion of each cutting blade is engaged with the large diameter side of the large diameter portion. When pushing the tip of each cutting blade stored in the storage portion radially outward and moving the support shaft in the direction opposite to that during cutting, The seat member is slid to the smaller diameter side of the enlarged diameter portion, the contact portion of each cutting blade is engaged with the smaller diameter side of the enlarged diameter portion, and each cutting blade is accommodated in the accommodating portion, so that the depth of the existing pipe line is increased. The cutting blade can be collected in any case without the need for a work space and workers on the side, and the length of the extension rod can be shortened by dividing a long existing pipe line so that the diameter of the extension rod can be reduced. Can be returned to the other side.

また、この既設管路の拡径用切削工具は、切削方向への移動によって切削刃が自然に押し出され、別途の駆動源を必要としないので、電気配線や油圧配管等を既設管路内に導く必要もなく、従来の拡径用切削工具と同様に、延長ロッドを接続するのみで既設管路に挿入することができる。   In addition, this cutting tool for expanding the diameter of the existing pipe line naturally pushes the cutting blade by moving in the cutting direction, and does not require a separate drive source, so electric wiring, hydraulic pipes, etc. are installed in the existing pipe line. There is no need to guide it, and it can be inserted into an existing pipe line simply by connecting an extension rod, as in a conventional cutting tool for expanding the diameter.

前記支持軸の拡径部は、外径が直線的に増加するテーパ部とすることができる。   The expanded diameter portion of the support shaft may be a tapered portion whose outer diameter increases linearly.

前記拡径部の大径側に外径が一定の等径部を設け、前記支持軸を切削が行われる方向へ移動させるときに、前記各切削刃の当接部をこの等径部に係合させることにより、切削時の切削刃の先端径を、安定して所定の切削径に設定することができる。 The cylindrical portion outer diameter is constant in the large diameter side of the enlarged diameter portion is provided, engages when moving the support shaft in a direction cutting is performed, the contact portion of each cutting edge to the cylindrical portion By combining, the tip diameter of the cutting blade at the time of cutting can be stably set to a predetermined cutting diameter.

前記支持軸の前記拡径部を設けた部位を別体の拡径部材で形成し、この別体の拡径部材を交換可能とすることにより、拡径部材の拡径量を異なるものとして、各切削刃の押し出し量を変え、異なる拡径寸法の既設配管を切削することができる。   By forming the part of the support shaft with the enlarged-diameter portion with a separate enlarged member and making the separate enlarged member replaceable, the amount of enlarged diameter of the enlarged member is different. By changing the extrusion amount of each cutting blade, it is possible to cut existing pipes having different diameter expansion dimensions.

前記切削刃を半径方向内方へ付勢する手段は、前記当接部の周りに装着され、前記切削刃を半径方向内方へ引張付勢する引張コイルばねとすることができる。   The means for urging the cutting blade radially inward may be a tension coil spring that is mounted around the contact portion and that urges the cutting blade radially inward.

前記当接部を、前記収納部の底に設けた貫通孔に嵌挿され、前記切削刃の基底側に連結、または当接される別体の当接部材とすることにより、切削刃を安価に加工することができる。   The cutting blade can be made inexpensive by inserting the contact portion into a through-hole provided in the bottom of the storage portion and connecting or contacting the base side of the cutting blade. Can be processed.

前記台座部材の中の前記拡径部の大径側の空間に圧力水を供給する手段を設け、この拡径部の大径側の空間に供給される圧力水の圧力によって、前記台座部材を前記拡径部の大径側へスライドさせることにより、切削開始時に圧力水の圧力によって台座部材を拡径部の大径側へスライドさせて、切削刃を徐々に外方へ押し出し、回転する切削刃を切削される既設管路の内壁にスムーズに食い込ませることができる。   Means for supplying pressure water to the large-diameter side space of the enlarged-diameter portion in the pedestal member is provided, and the pedestal member is adjusted by the pressure water pressure supplied to the large-diameter side space of the enlarged-diameter portion. By sliding to the large-diameter side of the large-diameter portion, the base member is slid to the large-diameter side of the large-diameter portion by the pressure water at the start of cutting, and the cutting blade is gradually pushed outward to rotate. The blade can be smoothly cut into the inner wall of the existing pipeline to be cut.

前記拡径部の大径側の空間に供給した圧力水を、前記支持軸を切削が行われる方向へ移動させるときの前記各切削刃の移動方向前方側で、前記台座部材の外径側へ排出する手段を設けることにより、切削刃の移動方向前方側に排出される圧力水を切削用水として用い、切削効率を高めることができる。 The pressure water supplied to the space on the large-diameter side of the large-diameter portion is moved to the outer diameter side of the pedestal member on the front side in the moving direction of the cutting blades when the support shaft is moved in the cutting direction. By providing the means for discharging, the pressure water discharged to the front side in the moving direction of the cutting blade can be used as cutting water, and the cutting efficiency can be increased.

本発明の既設管路の拡径用切削工具は、支持軸に筒状の台座部材を回り止めして軸方向へスライド可能に外嵌し、この台座部材に複数の各切削刃を半径方向へスライド可能に収納する外径側へ開口した複数の収納部を設けて、収納部に収納される各切削刃を半径方向内方へ付勢する手段と、各切削刃の基底側から台座部材の内径面に突出して支持軸の外径面に当接される当接部を設け、この当接部が当接される支持軸の部位に、外径が一方向へ単調増加する拡径部を設けて、支持軸を切削が行われる方向へ移動させるときに、台座部材を拡径部の大径側へスライドさせ、各切削刃の当接部を拡径部の大径側に係合させて、収納部に収納された各切削刃の先端を半径方向外方へ押し出し、支持軸を切削時と逆方向へ移動させるときに、台座部材を拡径部の小径側へスライドさせ、各切削刃の当接部を拡径部の小径側に係合させて、各切削刃を収納部に収納するようにしたので、既設管路の奥側の作業スペースと作業者を必要とせず、如何なる場合も切削刃を回収でき、かつ、長い既設管路を分割して拡径可能として延長ロッドの長さを短くでき、トラブル発生時にも支持軸を反対側へ戻すことができる。また、この既設管路の拡径用切削工具は、切削方向への移動によって切削刃が自然に押し出され、別途の駆動源を必要としないので、電気配線や油圧配管等を既設管路内に導く必要もなく、延長ロッドを接続するのみで既設管路に挿入することができる。 The cutting tool for expanding the diameter of an existing pipe line of the present invention has a cylindrical pedestal member that is prevented from rotating on a support shaft and is slidably fitted in the axial direction, and a plurality of cutting blades are radially attached to the pedestal member. A plurality of storage portions opened to the outer diameter side for slidably storing are provided, a means for urging each cutting blade stored in the storage portion inward in the radial direction, and a base member from the base side of each cutting blade An abutting portion that protrudes from the inner diameter surface and abuts against the outer diameter surface of the support shaft is provided, and an enlarged diameter portion whose outer diameter monotonously increases in one direction is provided at a portion of the support shaft that abuts the abutting portion. provided, when moving the supporting lifting axis in a direction cutting takes place, slide the seat member to the large diameter side of the enlarged diameter portion, engaged with the large diameter side of the enlarged diameter portion abutting portions of the cutting edge When the tip of each cutting blade stored in the storage portion is pushed outward in the radial direction, and the support shaft is moved in the direction opposite to that during cutting, the base member Since the sliding part is slid to the small diameter side of the enlarged diameter part and the contact part of each cutting blade is engaged with the small diameter side of the enlarged diameter part, each cutting blade is stored in the storage part. The cutting blade can be collected in any case, and the length of the extension rod can be shortened by dividing the long existing pipe line so that the diameter of the extension rod can be shortened. Can be returned to the other side. In addition, this cutting tool for expanding the diameter of the existing pipe line naturally pushes the cutting blade by moving in the cutting direction, and does not require a separate drive source, so electric wiring, hydraulic pipes, etc. are installed in the existing pipe line. There is no need to guide it, and it can be inserted into an existing pipe line simply by connecting an extension rod.

第1の実施形態の既設管路の拡径用切削工具を示す縦断面図The longitudinal cross-sectional view which shows the cutting tool for diameter expansion of the existing pipe line of 1st Embodiment 図1のII−II線に沿った断面図Sectional view along the line II-II in FIG. 図2のIII−III線に沿った断面図Sectional view along line III-III in FIG. 図1の拡径用切削工具を切削時と逆方向に移動させるときの状態を示す縦断面図The longitudinal cross-sectional view which shows the state when moving the cutting tool for diameter expansion of FIG. 1 in the reverse direction at the time of cutting 図1の拡径用切削工具を用いて既設管路を拡径する実施例1を示す断面図Sectional drawing which shows Example 1 which expands an existing pipe diameter using the cutting tool for diameter expansion of FIG. a、bは図1の拡径用切削工具を用いて既設管路を拡径する実施例2を示す断面図Sectional drawing which shows Example 2 which expands an existing pipe line diameter using the cutting tool for diameter expansion of FIG. 第2の実施形態の既設管路の拡径用切削工具を示す縦断面図The longitudinal cross-sectional view which shows the cutting tool for diameter expansion of the existing pipe line of 2nd Embodiment 図7の拡径用切削工具を切削時と逆方向に移動させるときの状態を示す縦断面図The longitudinal cross-sectional view which shows the state when moving the cutting tool for diameter expansion of FIG. 7 in the reverse direction at the time of cutting 図7の拡径用切削工具を用いて既設管路を拡径する実施例3を示す断面図Sectional drawing which shows Example 3 which expands an existing pipe diameter using the cutting tool for diameter expansion of FIG. 第3の実施形態の既設管路の拡径用切削工具を示す縦断面図The longitudinal cross-sectional view which shows the cutting tool for diameter expansion of the existing pipe line of 3rd Embodiment 図10の拡径用切削工具を切削時と逆方向に移動させるときの状態を示す縦断面図10 is a longitudinal sectional view showing a state when the diameter-enlargement cutting tool in FIG. 10 is moved in the direction opposite to that during cutting.

以下、図面に基づき、本発明の実施形態を説明する。図1乃至図4は、第1の実施形態を示す。この既設管路の拡径用切削工具は支持軸を牽引して内壁を切削するものであり、図1乃至図3に示すように、既設管路に挿入される支持軸1に、筒状の台座部材2が、すべりキー3aとキー溝3bの係合で回り止めされて軸方向へスライド可能に外嵌され、台座部材2に設けられた外径側へ開口した6箇所の収納部4に、6個の切削刃5が半径方向へスライド可能に放射状に収納され、その基底側に螺着された別体のピン状の当接部材6が、収納部4の底の貫通孔7に嵌挿されて台座部材2の内径面に突出し、当接部材6の周りに装着された引張コイルばね8によって各切削刃5が半径方向内方へ付勢され、各当接部材6が支持軸1の外径面に当接されるようになっている。各切削刃5の先端には、超硬合金のチップ5aがコンポジット肉盛されており、切削時の進行方向がテーパ状に切り欠かれている。   Hereinafter, embodiments of the present invention will be described with reference to the drawings. 1 to 4 show a first embodiment. This cutting tool for expanding the diameter of an existing pipe pulls the support shaft and cuts the inner wall. As shown in FIGS. 1 to 3, the support shaft 1 inserted into the existing pipe has a cylindrical shape. The pedestal member 2 is prevented from rotating by the engagement of the slide key 3a and the key groove 3b, and is externally fitted so as to be slidable in the axial direction. The pedestal member 2 has six storage portions 4 opened to the outer diameter side. The six cutting blades 5 are radially accommodated so as to be slidable in the radial direction, and a separate pin-shaped contact member 6 screwed to the base side is fitted into the through hole 7 at the bottom of the accommodating portion 4. Each cutting blade 5 is urged radially inward by a tension coil spring 8 that is inserted and protrudes to the inner diameter surface of the pedestal member 2, and is mounted around the contact member 6. It comes to contact | abut to the outer-diameter surface. A cemented carbide chip 5a is built up on the tip of each cutting blade 5, and the traveling direction during cutting is cut out in a tapered shape.

前記支持軸1は、延長ロッド24を介して既設管路の外に配置される回転牽引装置(図示省略)に連結される基部材1aと、基部材1aの先端に螺着で取り付けられ、各切削刃5の当接部材6が外径面に当接される拡径部としての、牽引側と逆方向へ拡径するテーパ部9aおよびその大径側の等径部9bを有する別体の拡径部材1bとからなる。   The support shaft 1 is attached to a rotary traction device (not shown) disposed outside an existing pipe line via an extension rod 24 and is screwed to the tip of the base member 1a. A separate member having a tapered portion 9a that expands in the direction opposite to the traction side and an equal-diameter portion 9b on the large-diameter side as an enlarged-diameter portion with which the abutting member 6 of the cutting blade 5 abuts on the outer diameter surface. It consists of an enlarged member 1b.

前記台座部材2の両端部には、支持軸1との間の空間をシールするための内向きの鍔10a、10bが設けられている。図1の右側の鍔10aは、基部材1aに設けられた大径段部11aに係止され、左側の鍔10bは、拡径部材1bに設けられた大径段部11bに係止されるようになっており、台座部材2のスライドストロークを規制する。また、基部材1aと拡径部材1bの大径段部11a、11bの外径面には、それぞれ台座部材2のキー溝3bと係合するすべりキー3aが設けられている。   At both ends of the pedestal member 2, inward flanges 10 a and 10 b for sealing a space between the support shaft 1 are provided. 1 is engaged with a large-diameter step portion 11a provided on the base member 1a, and the left-side flange 10b is engaged with a large-diameter step portion 11b provided on the diameter-expanding member 1b. Thus, the slide stroke of the base member 2 is regulated. Sliding keys 3a that engage with the key grooves 3b of the base member 2 are provided on the outer diameter surfaces of the large diameter step portions 11a and 11b of the base member 1a and the diameter expanding member 1b.

図1に示すように、前記支持軸1を切削時に既設管路の奥側から手前側へ右方に牽引するときは、まず、台座部材2が管路内壁との摩擦抵抗によって支持軸1の左方へスライドし、当接部材6がテーパ部9aの大径側へ移動して、各切削刃5の先端が収納部4から半径方向外方へ押し出される。押し出された各切削刃5が管路内壁に押圧されると、その押圧抵抗によって台座部材2がさらに左方へスライドし、鍔10aが基部材1aの大径段部11aに係止されて、当接部材6が等径部9bと係合する。支持軸1の回転駆動に伴って切削が開始されると、鍔10aは切削抵抗によって大径段部11aに押し付けられ、等径部9bと係合する当接部材6によって、各切削刃5の切削径が一定に保持される。   As shown in FIG. 1, when the support shaft 1 is pulled rightward from the back side of the existing pipe line to the near side during cutting, first, the pedestal member 2 is caused by frictional resistance with the inner wall of the pipe line. By sliding to the left, the contact member 6 moves to the larger diameter side of the taper portion 9a, and the tip of each cutting blade 5 is pushed out from the storage portion 4 in the radial direction. When each of the extruded cutting blades 5 is pressed against the inner wall of the pipe line, the pedestal member 2 slides further to the left by the pressing resistance, and the flange 10a is locked to the large-diameter step portion 11a of the base member 1a. The contact member 6 engages with the equal diameter portion 9b. When cutting is started as the support shaft 1 is driven to rotate, the scissors 10a are pressed against the large-diameter step portion 11a by the cutting resistance, and the contact members 6 that engage with the equal-diameter portion 9b are used for the cutting blades 5a. The cutting diameter is kept constant.

図4に示すように、前記支持軸1を切削前に既設管路の奥側へ左方に挿入するときは、台座部材2が管路内壁との摩擦抵抗によって支持軸1の右方へスライドし、鍔10bが拡径部材1bの大径段部11bに係止される。このとき、拡径部材1bのテーパ部9aに当接する当接部材6がテーパ部9aの小径側と係合し、引張コイルばね8によって半径方向内方へ付勢された各切削刃5が収納部4に収納される。   As shown in FIG. 4, when the support shaft 1 is inserted leftward into the existing pipe before cutting, the base member 2 slides to the right of the support shaft 1 due to frictional resistance with the inner wall of the pipe. Then, the flange 10b is locked to the large-diameter step portion 11b of the diameter-expanding member 1b. At this time, the contact member 6 that contacts the tapered portion 9a of the diameter-expanding member 1b engages with the small-diameter side of the tapered portion 9a, and each cutting blade 5 biased radially inward by the tension coil spring 8 is stored. Housed in part 4.

図5は、上述した拡径用切削工具を用いて、両端がマンホール21a、21bに開口するように横向きに配設された既設管路22を拡径する実施例1を示す。この実施例1では、右側のマンホール21aに回転牽引装置23aが配置されており、各切削刃5を収納部4に収納した台座部材2を装着した支持軸1が、延長ロッド24を介して回転牽引装置23aに連結されて、マンホール21aから既設管路22の奥側に挿入され、回転牽引装置23aで右方の手前側へ牽引されながら、収納部4から半径方向外方に押し出される各切削刃5によって、既設管路22の内壁を切削する。したがって、実施例1では、左側のマンホール21bでの作業者を不要とすることができる。   FIG. 5 shows a first embodiment in which the diameter of the existing pipe line 22 that is disposed in the lateral direction so that both ends are opened to the manholes 21a and 21b is expanded by using the above-described diameter expansion cutting tool. In the first embodiment, the rotary traction device 23 a is arranged in the right manhole 21 a, and the support shaft 1 on which the pedestal member 2 in which each cutting blade 5 is accommodated in the accommodating portion 4 is mounted is rotated via the extension rod 24. Each of the cuttings connected to the traction device 23a, inserted into the existing pipe 22 through the manhole 21a, and pushed out radially outward from the storage portion 4 while being pulled to the right near side by the rotary traction device 23a. The inner wall of the existing pipeline 22 is cut with the blade 5. Therefore, in the first embodiment, an operator in the left manhole 21b can be made unnecessary.

図6(a)、(b)は、上述した拡径用切削工具を用いて、実施例1と同様に、2つのマンホール21a、21bに開口するように横向きに配設され、長い既設管路22を拡径する実施例2を示す。この実施例2では、まず、図6(a)に示すように、右側のマンホール21aに回転牽引装置23aが配置され、各切削刃5を収納部4に収納した台座部材2を装着した支持軸1が、延長ロッド24を介して回転牽引装置23aに連結されて、マンホール21aから既設管路22の中間部まで挿入され、右方へ牽引されながら、収納部4から半径方向外方に押し出される各切削刃5によって、既設管路22の右側半分の内壁を切削する。こののち、図6(b)に示すように、左側のマンホール21bに回転牽引装置23aが配置され、同様に、延長ロッド24を介して回転牽引装置23aに連結された支持軸1が、マンホール21bから既設管路22の中間部まで挿入されて、左方へ牽引されながら残りの左側半分の内壁を切削する。したがって、実施例2では、延長ロッド24の長さを既設管路22の長さの約半分に短くすることができる。   6 (a) and 6 (b) show a long existing pipe line which is disposed sideways so as to open to the two manholes 21a and 21b using the above-described cutting tool for expanding the diameter as in the first embodiment. Example 2 in which the diameter of 22 is expanded is shown. In the second embodiment, first, as shown in FIG. 6A, a support shaft on which a rotary traction device 23 a is disposed in the right manhole 21 a and a base member 2 in which each cutting blade 5 is stored in the storage portion 4 is mounted. 1 is connected to the rotary traction device 23a via the extension rod 24, inserted from the manhole 21a to the middle portion of the existing pipe line 22, and pushed outward from the storage portion 4 while being pulled rightward. The inner wall of the right half of the existing pipeline 22 is cut by each cutting blade 5. After that, as shown in FIG. 6B, the rotary traction device 23a is arranged in the left manhole 21b, and similarly, the support shaft 1 connected to the rotary traction device 23a via the extension rod 24 is connected to the manhole 21b. To the middle part of the existing pipeline 22 and the remaining inner wall of the left half is cut while being pulled leftward. Therefore, in the second embodiment, the length of the extension rod 24 can be shortened to about half of the length of the existing pipeline 22.

図7および図8は、第2の実施形態を示す。この既設管路の拡径用切削工具は支持軸を押し込んで内壁を切削するものであり、図7に示すように、前記支持軸1の拡径部材1bの拡径部が、基部材1a側の押し込み側へ拡径するテーパ部9aおよびその大径側の等径部9bで形成されている。その他の部分は第1の実施形態のものと同じであり、台座部材2の両端部には、支持軸1との間の空間をシールするための内向きの鍔10a、10bが設けられ、図7の右側の鍔10aが、基部材1aに設けられた2箇所の大径段部11a、11bに両方向で係止されて、台座部材2のスライドストロークを規制するようになっている。   7 and 8 show a second embodiment. This diameter-enlarging cutting tool for existing pipes is for cutting the inner wall by pushing the support shaft. As shown in FIG. 7, the diameter-enlarged portion of the diameter-expanding member 1b of the support shaft 1 is the base member 1a side. Are formed of a tapered portion 9a that expands toward the push-in side and an equal-diameter portion 9b on the large-diameter side. The other portions are the same as those of the first embodiment, and inward ends of the base member 2 are provided with inward flanges 10a and 10b for sealing the space between the support shaft 1 and FIG. 7 on the right side 7 is locked in two directions on two large-diameter steps 11a and 11b provided on the base member 1a to restrict the sliding stroke of the base member 2.

この実施形態では、図7に示すように、支持軸1を切削時に既設管路の手前側から左方に押し込むときは、台座部材2が管路内壁との摩擦抵抗によって支持軸1の右方へスライドし、当接部材6がテーパ部9aの大径側へ移動して、各切削刃5の先端が収納部4から半径方向外方へ押し出される。各切削刃5が管路内壁に押圧されると、その押圧抵抗によって台座部材2がさらに右方へスライドし、鍔10bが拡径部材1bの大径段部11bに係止されて、当接部材6が等径部9bと係合する。支持軸1の回転駆動に伴って切削が開始されると、鍔10bは切削抵抗によって大径段部11bに押し付けられ、等径部9bと係合する当接部材6によって、各切削刃5の切削径が一定に保持される。また、図8に示すように、支持軸1を切削後に既設管路の手前側へ右方に引き戻すときは、台座部材2が管路内壁との摩擦抵抗によって支持軸1の左方へスライドし、鍔10aが基部材1aの大径段部11aに係止されて、当接部材6がテーパ部9aの小径側と係合し、引張コイルばね8によって半径方向内方へ付勢された各切削刃5が収納部4に収納される。   In this embodiment, as shown in FIG. 7, when the support shaft 1 is pushed to the left from the near side of the existing pipe line during cutting, the pedestal member 2 is moved to the right side of the support shaft 1 by frictional resistance with the inner wall of the pipe line. The abutting member 6 moves to the larger diameter side of the tapered portion 9a, and the tip of each cutting blade 5 is pushed out from the storage portion 4 in the radial direction. When each cutting blade 5 is pressed against the inner wall of the pipe line, the base member 2 slides further to the right due to the pressing resistance, and the flange 10b is locked to the large-diameter step portion 11b of the diameter-expanding member 1b. The member 6 engages with the equal diameter portion 9b. When cutting is started as the support shaft 1 is driven to rotate, the scissors 10b are pressed against the large-diameter step portion 11b by the cutting resistance, and the contact members 6 engaged with the equal-diameter portions 9b are used to contact each cutting blade 5 with each other. The cutting diameter is kept constant. Further, as shown in FIG. 8, when the support shaft 1 is pulled back to the front side of the existing pipeline after cutting, the base member 2 slides to the left of the support shaft 1 due to frictional resistance with the inner wall of the pipeline. The hook 10a is locked to the large-diameter step portion 11a of the base member 1a, and the contact member 6 engages with the small-diameter side of the taper portion 9a, and is urged radially inward by the tension coil spring 8. The cutting blade 5 is stored in the storage unit 4.

図9は、上述した拡径用切削工具を用いて、一端がマンホール21に開口し、他端が人の入れない閉空間25に開口する横向きの既設管路22を拡径する実施例3を示す。この実施例3では、マンホール21に回転押し込み装置23bが配置されており、各切削刃5を収納部4に収納した台座部材2を装着した支持軸1が、回転押し込み装置23bで左方の既設管路22の奥側へ押し込まれながら、収納部4から半径方向外方に押し出される各切削刃5によって、既設管路22の内壁を切削し、支持軸1が奥側へ進むにつれて延長ロッド24が逐次連結される。既設管路22の奥の閉空間25まで拡径が終了すると、支持軸1は手前側の右方に引き戻され、このときは、各切削刃5が収納部4に収納される。したがって、実施例3では、各切削刃5を既設管路22の奥側から回収することができる。   FIG. 9 shows a third embodiment in which, using the above-described cutting tool for expanding the diameter, the diameter of the existing existing pipeline 22 having one end opened in the manhole 21 and the other end opened in the closed space 25 where no person can enter is expanded. Show. In the third embodiment, the rotary pushing device 23b is arranged in the manhole 21, and the support shaft 1 on which the base member 2 in which each cutting blade 5 is housed in the housing portion 4 is mounted is provided on the left side by the rotational pushing device 23b. The inner wall of the existing pipe line 22 is cut by the cutting blades 5 pushed radially outward from the storage portion 4 while being pushed into the back side of the pipe line 22, and the extension rod 24 is moved as the support shaft 1 advances to the back side. Are sequentially connected. When the diameter expansion is completed to the closed space 25 at the back of the existing pipeline 22, the support shaft 1 is pulled back to the right on the near side, and at this time, each cutting blade 5 is stored in the storage unit 4. Therefore, in Example 3, each cutting blade 5 can be collected from the back side of the existing pipeline 22.

また、上述した実施例1乃至3では、切削時に何らかのトラブルが発生しても、各切削刃5を収納部4に収納して台座部材2が装着された支持軸1を反対側へ引き戻すことができるので、容易にトラブルに対処することができる。   Further, in the first to third embodiments described above, even if some trouble occurs during cutting, each of the cutting blades 5 can be stored in the storage portion 4 and the support shaft 1 on which the base member 2 is mounted can be pulled back to the opposite side. So you can easily deal with troubles.

図10および図11は、第3の実施形態を示す。この既設管路の拡径用切削工具は、基本的な構成は第1の実施形態のものと同じであり、図10に示すように、前記台座部材2の中の拡径部材1bの大径側の空間に、ホース12にスイベル13を介して接続された給水管14から圧力水が供給されるようになっている点が異なる。   10 and 11 show a third embodiment. The existing pipe diameter increasing cutting tool has the same basic configuration as that of the first embodiment, and, as shown in FIG. 10, the large diameter of the diameter expanding member 1b in the base member 2 is large. The difference is that pressure water is supplied to the side space from a water supply pipe 14 connected to the hose 12 via a swivel 13.

前記給水管14は、鍔10bにスライド可能に通されて台座部材2の中に挿入され、先端が拡径部材1bの大径側の大径段部11bに連結されており、給水管14の先端部に設けられた給水孔14aから、圧力水が拡径部材1bの大径側の空間に供給される。拡径部材1bの大径側の空間は、大径段部11bの外径面に装着されたシールリング15aと、鍔10bの内径面に装着されたシールリング15bによって水封されている。したがって、切削開始時に給水管14から圧力水を供給することにより、この圧力水の圧力によって台座部材2を拡径部1bの大径側へ移動させ、各切削刃5を徐々に外方へ押し出すことができ、回転する切削刃5を切削される管路内壁にスムーズに食い込ませることができる。   The water supply pipe 14 is slidably passed through the flange 10b and inserted into the pedestal member 2, and the tip is connected to the large diameter step portion 11b on the large diameter side of the diameter expanding member 1b. Pressure water is supplied from the water supply hole 14a provided at the tip to the space on the large diameter side of the diameter expanding member 1b. The space on the large-diameter side of the diameter-expanding member 1b is water-sealed by a seal ring 15a attached to the outer diameter surface of the large-diameter step portion 11b and a seal ring 15b attached to the inner diameter surface of the flange 10b. Therefore, by supplying pressure water from the water supply pipe 14 at the start of cutting, the base member 2 is moved to the larger diameter side of the enlarged diameter portion 1b by the pressure water pressure, and each cutting blade 5 is gradually pushed outward. It is possible to smoothly cut the rotating cutting blade 5 into the inner wall of the pipe line to be cut.

また、前記拡径部材1bの大径側の空間は、各切削刃5の収納部4の底に設けられた通孔16と、当接部材6が嵌挿された貫通孔7を介して、拡径部材1bの小径側の空間と連通するとともに、台座部材2には、各切削刃5の切削時の移動方向前方側で、拡径部材1bの小径側の空間から外径面に開口する排水孔17が設けられている。拡径部材1bの小径側の空間は、大径段部11bの外径面に装着されたシールリング15aと、基部材1aの大径段部11aの外径面に装着されたシールリング15cによって水封されている。したがって、切削時に給水管14から台座部材2の中に圧力水を供給することにより、供給された圧力水を拡径部材1bの大径側の空間から通孔16と貫通孔7を通して拡径部材1bの小径側の空間に送り込み、送り込んだ圧力水を排水孔17から各切削刃5の移動方向前方側に噴出させて、切削用水として使用することができる。   The space on the large diameter side of the diameter-expanding member 1b is formed through a through hole 16 provided in the bottom of the storage portion 4 of each cutting blade 5 and a through hole 7 into which the contact member 6 is inserted. While communicating with the space on the small diameter side of the diameter expanding member 1b, the base member 2 opens from the space on the small diameter side of the diameter expanding member 1b to the outer diameter surface on the front side in the movement direction during cutting of each cutting blade 5. A drain hole 17 is provided. The space on the small diameter side of the expanded diameter member 1b is formed by a seal ring 15a attached to the outer diameter surface of the large diameter step portion 11b and a seal ring 15c attached to the outer diameter surface of the large diameter step portion 11a of the base member 1a. It is sealed with water. Therefore, by supplying pressure water from the water supply pipe 14 into the pedestal member 2 at the time of cutting, the expanded pressure member passes through the through hole 16 and the through hole 7 from the large diameter side space of the expanded diameter member 1b. The pressure water that has been fed into the space on the small diameter side of 1b and ejected from the drain hole 17 to the front side in the moving direction of each cutting blade 5 can be used as cutting water.

図11に示すように、前記支持軸1を切削前に既設管路の奥側へ左方に挿入するときは、給水管14からの圧力水の供給が止められ、第1の実施形態のものと同様に、台座部材2が管路内壁との摩擦抵抗によって支持軸1の右方へスライドし、鍔10bが拡径部材1bの大径段部11bに係止されて、拡径部材1bのテーパ部9aに当接する当接部材6がテーパ部9aの小径側と係合し、引張コイルばね8によって半径方向内方へ付勢された各切削刃5が収納部4に収納される。   As shown in FIG. 11, when the support shaft 1 is inserted leftward into the existing pipe before cutting, the supply of pressure water from the water supply pipe 14 is stopped, and the first embodiment is used. Similarly, the pedestal member 2 slides to the right of the support shaft 1 due to frictional resistance with the pipe inner wall, and the flange 10b is locked to the large-diameter step portion 11b of the diameter-expanding member 1b. The abutting member 6 that abuts on the tapered portion 9 a engages with the small diameter side of the tapered portion 9 a, and each cutting blade 5 biased radially inward by the tension coil spring 8 is accommodated in the accommodating portion 4.

上述した第3の実施形態では、第1の実施形態のものと同様に、支持軸1を牽引して内壁を切削するものとしたが、図7に示した第2の実施形態のように、支持軸1を押し込んで内壁を切削するものとする場合は、圧力水を支持軸1の基部材1aが嵌挿された側から台座部材2の中の拡径部材1bの大径側の空間に供給することにより、切削開始時に圧力水の圧力によって台座部材2を拡径部1bの大径側へ移動させ、各切削刃5を徐々に外方へ押し出すことができる。   In the third embodiment described above, as in the first embodiment, the support shaft 1 is pulled to cut the inner wall, but as in the second embodiment shown in FIG. When the inner wall is cut by pushing the support shaft 1, the pressure water is moved from the side where the base member 1 a of the support shaft 1 is inserted into the space on the large diameter side of the diameter-expanding member 1 b in the base member 2. By supplying, the base member 2 can be moved to the larger diameter side of the enlarged diameter portion 1b by the pressure water at the start of cutting, and each cutting blade 5 can be gradually pushed outward.

上述した各実施形態では、別体の拡径部材を支持軸の基部材の先端に取り付けたが、別体の拡径部材を筒状のものとし、基部材の外径面に取り付けることもできる。また、拡径部材の拡径部をテーパ部と等径部で形成したが、この拡径部は外径が一方向へ単調増加するものであればよく、各実施形態のものに限定されることはない。   In each of the above-described embodiments, the separate diameter-expanding member is attached to the tip of the base member of the support shaft. However, the separate diameter-expanding member may be cylindrical and attached to the outer diameter surface of the base member. . Moreover, although the enlarged diameter part of the enlarged diameter member was formed by the taper part and the equal diameter part, this enlarged diameter part should just be a thing whose outer diameter increases monotonously in one direction, and is limited to the thing of each embodiment. There is nothing.

さらに、上述した各実施形態では、切削刃の個数を6個とし、これらの各切削刃を引張コイルばねで半径方向内方へ付勢したが、例えば、各切削刃の基端部と収納部の開口部にばね座を設け、これらのばね座の間に圧縮コイルばね等のばね部材を装着することによって、各切削刃を半径方向内方へ付勢することもできる。また、切削刃の個数は6個に限定されることはない。   Further, in each of the above-described embodiments, the number of cutting blades is six, and each of these cutting blades is urged radially inward by a tension coil spring. For example, the base end portion and the storage portion of each cutting blade By providing a spring seat in the opening of each and attaching a spring member such as a compression coil spring between the spring seats, each cutting blade can be biased radially inward. Further, the number of cutting blades is not limited to six.

1 支持軸
1a 基部材
1b 拡径部材
2 台座部材
3a すべりキー
3b キー溝
4 収納部
5 切削刃
5a チップ
6 当接部材
7 貫通孔
8 引張コイルばね
9a テーパ部
9b 等径部
10a、10b 鍔
11a、11b 大径段部
12 ホース
13 スイベル
14 給水管
14a 給水孔
15a、15b、15c シールリング
16 通孔
17 排水孔
21、21a、21b マンホール
22 既設管路
23a 回転牽引装置
23b 回転押し込み装置
24 延長ロッド
25 閉空間
DESCRIPTION OF SYMBOLS 1 Support shaft 1a Base member 1b Diameter expansion member 2 Base member 3a Sliding key 3b Key groove 4 Storage part 5 Cutting blade 5a Tip 6 Contact member 7 Through-hole 8 Tension coil spring 9a Taper part 9b Equal diameter part 10a, 10b 鍔 11a 11b Large diameter step 12 Hose 13 Swivel 14 Water supply pipe 14a Water supply holes 15a, 15b, 15c Seal ring 16 Through hole 17 Drain holes 21, 21a, 21b Manhole 22 Existing pipe line 23a Rotating towing device 23b Rotating push-in device 24 Extension rod 25 closed space

Claims (8)

既設管路に挿入される支持軸の回りに複数の切削刃を放射状に配設し、この切削刃を配設した支持軸を回転駆動しながら既設管路の中を移動させて、既設管路を拡径するように内壁を切削する既設管路の拡径用切削工具において、前記支持軸に筒状の台座部材を回り止めして軸方向へスライド可能に外嵌し、この台座部材に前記複数の各切削刃を半径方向へスライド可能に、かつ、周方向相対移動不可能に収納する外径側へ開口した複数の収納部を設けて、収納部に収納される各切削刃を半径方向内方へ付勢する手段と、各切削刃の基底側から前記台座部材の内径面に突出して前記支持軸の外径面に当接される当接部を設け、この当接部が当接される支持軸の部位に、外径が一方向へ単調増加する拡径部を設けて、前記支持軸を前記既設管路への押し込み方向又は引き戻し方向へ移動させる切削時に、前記台座部材を前記拡径部の大径側へスライドさせ、前記各切削刃の当接部を前記拡径部の大径側に係合させて、前記収納部に収納された各切削刃の先端を半径方向外方へ押し出し、前記支持軸を切削時と逆方向へ移動させるときに、前記台座部材を前記拡径部の小径側へスライドさせ、前記各切削刃の当接部を前記拡径部の小径側に係合させて、前記各切削刃を前記収納部に収納するようにしたことを特徴とする既設管路の拡径用切削工具。 It arranged a plurality of cutting blades radially around the support shaft to be inserted into the existing pipe, through the existing pipe by moving while rotating the support shaft which is disposed the cutting blade, the existing pipe In an existing pipe diameter expanding cutting tool for cutting an inner wall so as to increase the diameter of a path, a cylindrical pedestal member is prevented from rotating on the support shaft and slidably fitted in the axial direction. A plurality of storage portions opened to the outer diameter side for storing the plurality of cutting blades slidably in the radial direction and not being relatively movable in the circumferential direction are provided, and each cutting blade stored in the storage portion has a radius. Means for biasing inward in the direction, and a contact portion that protrudes from the base side of each cutting blade to the inner diameter surface of the pedestal member and contacts the outer diameter surface of the support shaft. the site of the support shaft to be contact by providing a enlarged diameter portion whose outer diameter increases monotonically in one direction, the existing pipeline to the support shaft Push during cutting moving direction or pullback direction of, and the pedestal member is slid to the large diameter side of the enlarged diameter portion to engage said abutment portion of each cutting edge on the large diameter side of the enlarged diameter portion The tip of each cutting blade housed in the housing portion is pushed outward in the radial direction, and the base member is slid to the smaller diameter side of the enlarged diameter portion when the support shaft is moved in the direction opposite to that during cutting. The abutting portion of each cutting blade is engaged with the small diameter side of the enlarged diameter portion so that the cutting blade is accommodated in the accommodating portion, and the existing pipe is expanded for diameter expansion. tool. 前記支持軸の拡径部を、外径が直線的に増加するテーパ部とした請求項1に記載の既設管路の拡径用切削工具。   2. The cutting tool for increasing the diameter of an existing pipe line according to claim 1, wherein the diameter-expanded portion of the support shaft is a tapered portion whose outer diameter increases linearly. 前記拡径部の大径側に外径が一定の等径部を設け、前記支持軸を切削が行われる方向へ移動させるときに、前記各切削刃の当接部をこの等径部に係合させるようにした請求項1または2に記載の既設管路の拡径用切削工具。 The cylindrical portion outer diameter is constant in the large diameter side of the enlarged diameter portion is provided, engages when moving the support shaft in a direction cutting is performed, the contact portion of each cutting edge to the cylindrical portion The cutting tool for expanding the diameter of an existing pipe line according to claim 1 or 2, wherein the diameter is increased. 前記支持軸の前記拡径部を設けた部位を別体の拡径部材で形成し、この別体の拡径部材を交換可能とした請求項1乃至3のいずれかに記載の既設管路の拡径用切削工具。   The part of the existing pipe line according to any one of claims 1 to 3, wherein a portion of the support shaft provided with the enlarged-diameter portion is formed by a separate enlarged-diameter member, and the separate enlarged-diameter member is replaceable. Cutting tool for diameter expansion. 前記切削刃を半径方向内方へ付勢する手段を、前記当接部の周りに装着され、前記切削刃を半径方向内方へ引張付勢する引張コイルばねとした請求項1乃至4のいずれかに記載の既設管路の拡径用切削工具。   The means for biasing the cutting blade radially inward is a tension coil spring mounted around the abutting portion and pulling and biasing the cutting blade radially inward. A cutting tool for expanding the diameter of an existing pipe. 前記当接部を、前記収納部の底に設けた貫通孔に嵌挿され、前記切削刃の基底側に連結、または当接される別体の当接部材とした請求項1乃至5のいずれかに記載の既設管路の拡径用切削工具。   6. The contact member according to claim 1, wherein the contact portion is a separate contact member that is inserted into a through-hole provided in a bottom of the storage portion and connected or contacted to a base side of the cutting blade. A cutting tool for expanding the diameter of an existing pipe. 前記台座部材の中の前記拡径部の大径側の空間に圧力水を供給する手段を設け、この拡径部の大径側の空間に供給される圧力水の圧力によって、前記台座部材を前記拡径部の大径側へスライドさせるようにした請求項1乃至6のいずれかに記載の既設管路の拡径用切削工具。   Means for supplying pressure water to the large-diameter side space of the enlarged-diameter portion in the pedestal member is provided, and the pedestal member is adjusted by the pressure water pressure supplied to the large-diameter side space of the enlarged-diameter portion. The cutting tool for expanding the diameter of an existing pipe line according to any one of claims 1 to 6, wherein the cutting tool is slid to the larger diameter side of the expanded diameter portion. 前記拡径部の大径側の空間に供給した圧力水を、前記支持軸を切削が行われる方向へ移動させるときの前記各切削刃の移動方向前方側で、前記台座部材の外径側へ排出する手段を設けた請求項7に記載の既設管路の拡径用切削工具。 The pressurized water supplied to the space of the large-diameter side of the enlarged diameter portion, in the moving direction front side of each cutting blade when moving the support shaft in a direction cutting is performed, the outer diameter side of the pedestal member 8. The cutting tool for expanding the diameter of an existing pipe line according to claim 7, wherein means for discharging is provided.
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JP2004316304A (en) * 2003-04-18 2004-11-11 Kidoh Construction Co Ltd Cutting tool
JP2005120690A (en) * 2003-10-16 2005-05-12 Kanden Plant Kk Cutting diameter enlarging device and cutting diameter enlarging construction method

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