JP5686280B2 - Cutting bit of ground cutting device - Google Patents

Cutting bit of ground cutting device Download PDF

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JP5686280B2
JP5686280B2 JP2010234942A JP2010234942A JP5686280B2 JP 5686280 B2 JP5686280 B2 JP 5686280B2 JP 2010234942 A JP2010234942 A JP 2010234942A JP 2010234942 A JP2010234942 A JP 2010234942A JP 5686280 B2 JP5686280 B2 JP 5686280B2
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知勇 重盛
知勇 重盛
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鋼管内の中心軸線上に備えた排土オーガ、エアーハンマー及びエアーハンマーの先端に備えた削進ビットを回転手段で正逆回転自在に回転駆動し、先端を前記削進ビットの後端に回転自在に連結した先頭の鋼管とそれに接続した鋼管を他の回転手段で正逆回転自在に回転駆動するように備え、前記先頭の鋼管の先端に削進用のクラウンビットを備えたものである地盤の削進装置において、The earthing auger provided on the central axis in the steel pipe, the air hammer, and the cutting bit provided at the tip of the air hammer are rotationally driven by a rotating means so that the forward and reverse rotation is possible, and the tip is rotated to the rear end of the cutting bit. A ground pipe comprising a freely connected leading steel pipe and a steel pipe connected to the steel pipe so as to be rotated in a forward / reverse direction by other rotating means, and a crown bit for cutting is provided at the tip of the leading steel pipe In the cutting device of

前記削進ビットを、直径が鋼管の内径より僅かに小径で設定厚の円板の正面中心に軸孔をあけ円周の上部に平面状の頂面部を形成し、前記円板の前記頂面部の右端を鋼管の外径より僅かに大な寸法まで同じ平面状に延設して延設部を形成すると共に、該延設部の正面側に延設部と同形状に突設部を突設し、前記頂面部、延設部及び突設部の同一平面状の平面に多数の超硬ビットを植付けて回転ビット半体を設け、前記回転ビット半体2個を1対として、該1対の回転ビット半体の回転ビット半体同志を、両半体の頂面部、延設部及び突設部が同一平面状をなし両半体の軸孔が連通した反転対称状態に組合せて回転ビットを設ける一方、The cutting bit has a diameter that is slightly smaller than the inner diameter of the steel pipe, and a shaft hole is formed in the front center of the disk having a set thickness to form a flat top surface portion at the upper part of the circumference, and the top surface portion of the disk The right end of the tube is extended to the same plane up to a dimension slightly larger than the outer diameter of the steel pipe to form an extended portion, and the protruding portion protrudes in the same shape as the extended portion on the front side of the extended portion. A plurality of cemented carbide bits are planted on the same plane of the top surface portion, the extending portion, and the projecting portion to provide a rotating bit half, and the two rotating bit halves are used as a pair. Rotating the rotating bit halves of the pair of rotating bit halves together in an inverted symmetrical state in which the top surface part, the extension part and the projecting part of both halves are in the same plane and the shaft holes of both halves communicate with each other While providing a bit

エアーハンマーの上端部に装着し鋼管内に上下動自在に備えた円板上に短円柱を突設してなる削進ビット本体の、前記短円柱の中心部に前記回転ビットの厚さ寸法に見合った幅の嵌合溝を凹設すると共に、前記嵌合溝の底部を回転ビットの軸孔を中心とする円周に見合った円弧状の円弧面に形成し、回転ビットの両面を前記嵌合溝に密に嵌合すると共に下面を前記円弧面に密接した状態で、支軸を回転ビット及び短円柱の軸孔に挿通して、前記短円柱に回転ビットを軸支し、その各回転ビット半体の各延設部及び突設部を上方へ設定角度回転自在に備えて、構成したものであり、The thickness of the rotating bit is set at the center of the short cylinder of a machined bit body, which is mounted on the upper end of an air hammer and protrudes from a short cylinder on a disk that can be moved up and down in the steel pipe. A fitting groove having an appropriate width is recessed, and the bottom portion of the fitting groove is formed in an arcuate arc surface corresponding to the circumference centering on the shaft hole of the rotating bit, and both sides of the rotating bit are fitted. The shaft is inserted into the shaft hole of the rotating bit and the short cylinder while the lower surface is in close contact with the circular arc surface, and the rotating bit is axially supported on the short cylinder, and each rotation thereof. Each extending part and projecting part of the bit half body is provided with a set angle rotatable upward, and is configured.

前記回転ビットの各頂面部、延設部及び突設部が同一平面状をなした状態、即ち、各回転ビット半体の各延設部の先端が描く円軌跡を鋼管の外径より大な状態で、前記削進ビットを回転駆動して鋼管の外径より大径の孔を削進するように備え、
また、前記回転ビットの各回転ビット半体の下面を円弧面に密接し各回転ビット半体の各延設部及び突設部を上方に設定角度回転して鋼管の内径より内側に位置した状態、即ち、各回転ビット半体の各延設部の先端が描く円軌跡を鋼管の内径より小な状態として、削進ビットの鋼管内・発進坑内への引戻し、若しくは、削進ビットを鋼管内へ引戻した状態でのクラウンビットによる削進を自在に行えるように備えたものであり、
もって、種々の地盤、対象物等の削進、孔あけ、鋼管埋設等を自在に行えるようにしたことを特徴とする、地盤の削進装置の削進ビットを提供する。
A state where each top surface portion, extending portion, and projecting portion of the rotating bit are in the same plane, that is, a circular locus drawn by the tip of each extending portion of each rotating bit half is larger than the outer diameter of the steel pipe. In a state, the cutting bit is rotationally driven to prepare a hole having a diameter larger than the outer diameter of the steel pipe,
In addition, the lower surface of each rotating bit half of the rotating bit is in close contact with the circular arc surface, and each extending portion and projecting portion of each rotating bit half is rotated upward by a set angle and positioned inside the inner diameter of the steel pipe That is, the circular locus drawn by the tip of each extending part of each rotating bit half is smaller than the inner diameter of the steel pipe, and the cutting bit is pulled back into the steel pipe / starting pit, or the cutting bit is put into the steel pipe. It is equipped so that the cutting with the crown bit in the state pulled back to can be performed freely.
Accordingly, there is provided a cutting bit of a ground cutting device characterized in that various grounds, objects and the like can be freely drilled, drilled, and steel pipes can be freely embedded.

上下水道、ガス、電気・電話線、その他の各種の管を地中に埋設工事する場合、特に、都市市街地においては地表、道路等を開削せず、また道路交通を遮断せずに行うことが必要とされており、よって、通常、道路脇等に発進立杭を設け、該立坑内に削進装置を設置して削進埋設を行っている。When embedding water and sewage, gas, electricity / telephone lines, and other various pipes in the ground, especially in urban areas, the ground surface, roads, etc. should not be excavated and road traffic blocked. Therefore, usually, a starting vertical pile is provided on the side of a road, etc., and a cutting device is installed in the shaft, and the cutting is buried.

然して、削進ビットの回転とエアーハンマーの打撃若しくは振動発生装置による振動負荷等による削進装置による場合、通常の地盤を削進するにはあまり問題ないが、例えば、軟弱な地盤、岩盤、砂層、玉石層、それらの互層地盤等や、地盤中に松杭、コンクリートパイル、ライナープレート、鋼材等の埋設物があったり、また、既設の人孔(例、マンホール、ヒューム管等)に行き当ったりした場合や、既設管、マンホール等に枝管を取付ける場合等には、この破砕方式の削進装置では対応しにくい課題があり、そのような場合には、先頭の鋼管にクラウンビットを取付け、該クラウンビットにより切削削進する方が適しているが、従来は、前記削進ビットによる破砕削進からクラウンビットによる切削削進に切り替える場合には、一旦、削進ビット、エアーハンマー、オーガー等及び全ての鋼管を発進坑へ引戻すか、或は地上側から削進ビットの位置まで開削して削進ビット等を取外さねばならぬため、多くの手数と時間要し極めて非効率な課題があった。However, in the case of using a cutting device by turning a cutting bit and hitting with an air hammer or a vibration load by a vibration generating device, there is not much problem in cutting normal ground, but for example, soft ground, bedrock, sand layer , Cobblestone layers, alternate layers of the ground, pine piles, concrete piles, liner plates, steel and other buried objects in the ground, and also hit existing human holes (eg manholes, fume pipes, etc.) If this happens, or if branch pipes are installed in existing pipes, manholes, etc., there are issues that are difficult to handle with this crushing type cutting device. In such cases, a crown bit is attached to the leading steel pipe. , It is more suitable to cut with the crown bit, but conventionally, when switching from crushing and cutting with the cutting bit to cutting with the crown bit, A lot of maneuvers are required because the bit, air hammer, auger, etc. and all steel pipes have to be pulled back to the start pit, or the drill bit etc. must be removed by cutting from the ground side to the position of the drill bit. It was time consuming and extremely inefficient.

特開2001−32666JP 2001-32666 特願2009−274945Japanese Patent Application No. 2009-274945

そこで本発明は、破砕方式による削進手段としての削進ビットの回転手段とエアーハンマーの打撃手段を備える一方、切削方式による削進手段としてのクラウンビットを取付けた鋼管の回転手段等を備え、それらを目的に応じて自在に使い分け出来るように備えた削進装置を提供するものであり、
即ち、該削進装置に使用する削進ビットとして、破砕方式による削進手段時には、前記回転ビットの各頂面部、延設部及び突設部が同一平面状をなした状態、即ち、各回転ビット半体の各延設部及び突設部の先端が描く円軌跡を鋼管の外径より大な状態で、前記削進ビットを回転駆動して鋼管の外径より大径の孔を削進するように備え、また、必要に応じ、前記回転ビットの各回転ビット半体の下面を円弧面に密接し各回転ビット半体の各延設部及び突設部を上方に設定角度回転して鋼管の内径より内側に位置した状態、即ち、各回転ビット半体の各延設部及び突設部の先端が描く円軌跡を鋼管の内径より小な状態として、削進ビットの鋼管内・発進坑内(交換修理等)への引戻し、若しくは、削進ビットを鋼管内へ引戻した状態でのクラウンビットによる切削方式削進を自在に行えるようにして、
それらの手段に簡単に切換え得るように備えた本発明削進ビットを提供して、前記のように従来手段では困難なあらゆる地盤の削進を可能にして課題を解決したものである。
Therefore, the present invention comprises a rotating means of a cutting bit as a cutting means by a crushing method and a striking means of an air hammer, and a rotating means of a steel pipe attached with a crown bit as a cutting means by a cutting method, etc. It is intended to provide a cutting device that can be used according to the purpose.
That is, as the cutting bit used in the cutting device, when the crushing method is used, each top surface portion, the extending portion and the protruding portion of the rotating bit are in the same plane, that is, each rotation. With the circular locus drawn by the extended part of the bit half body and the tip of the protruding part larger than the outer diameter of the steel pipe, the cutting bit is driven to rotate to drill a hole having a diameter larger than the outer diameter of the steel pipe. In addition, if necessary, the lower surface of each rotating bit half of the rotating bit is brought into close contact with the circular arc surface, and each extending portion and projecting portion of each rotating bit half are rotated upward by a set angle. In the state where it is located inside the inner diameter of the steel pipe, that is, the circular trajectory drawn by the extended part of each rotating bit half and the tip of the protruding part is smaller than the inner diameter of the steel pipe, and the inside and start of the cutting bit Pull back into the mine (replacement repair, etc.) or with the cutting bit pulled back into the steel pipe So as to perform a cutting method KezuSusumu by bits freely,
The present invention provides a cutting bit according to the present invention that can be easily switched to these means, and as described above, makes it possible to cut any ground that is difficult with conventional means, thereby solving the problem.

即ち、本発明は、鋼管内の中心軸線上に備えた排土オーガ、エアーハンマー及びエアーハンマーの先端に備えた削進ビットを回転手段で正逆回転自在に回転駆動し、先端を前記削進ビットの後端に回転自在に連結した先頭の鋼管とそれに接続した鋼管を他の回転手段で正逆回転自在に回転駆動するように備え、前記先頭の鋼管の先端に削進用のクラウンビットを備えたものである地盤の削進装置において、That is, the present invention is configured to rotationally drive the earthing auger provided on the central axis in the steel pipe, the air hammer, and the cutting bit provided at the tip of the air hammer so as to be able to rotate forward and backward by a rotating means, and the tip of the cutting is provided. A leading steel pipe that is rotatably connected to the rear end of the bit and a steel pipe connected thereto are rotatably driven by other rotating means so that the forward and reverse rotation is possible. A crown bit for cutting is provided at the tip of the leading steel pipe. In the ground cutting device that is equipped,

前記削進ビットを、直径が鋼管の内径より僅かに小径で設定厚の円板の正面中心に軸孔をあけ円周の上部に平面状の頂面部を形成し、前記円板の前記頂面部の右端を鋼管の外径より僅かに大な寸法まで同じ平面状に延設して延設部を形成すると共に、該延設部の正面側に延設部と同形状に突設部を突設し、前記頂面部、延設部及び突設部の同一平面状の平面に多数の超硬ビットを植付けて回転ビット半体を設け、The cutting bit has a diameter that is slightly smaller than the inner diameter of the steel pipe, and a shaft hole is formed in the front center of the disk having a set thickness to form a flat top surface portion at the upper part of the circumference, and the top surface portion of the disk The right end of the tube is extended to the same plane up to a dimension slightly larger than the outer diameter of the steel pipe to form an extended portion, and the protruding portion protrudes in the same shape as the extended portion on the front side of the extended portion. Installing a plurality of cemented carbide bits on the same plane of the top surface portion, the extending portion and the protruding portion to provide a rotating bit half body,

前記回転ビット半体2個を1対として、該1対の回転ビット半体の回転ビット半体同志を、両半体の頂面部、延設部及び突設部が同一平面状をなし両半体の軸孔が連通した反転対称状態に組合せて回転ビットを設ける一方、The two rotating bit halves form a pair, and the rotating bit halves of the pair of rotating bit halves are in the same plane with the top surface portion, the extending portion, and the projecting portion of both halves. While providing a rotating bit in combination with an inverted symmetrical state in which the axial holes of the body communicated,

エアーハンマーの上端部に装着し鋼管内に上下動自在に備えた円板上に短円柱を突設してなる削進ビット本体の、前記短円柱の中心部に前記回転ビットの厚さ寸法に見合った幅の嵌合溝を凹設すると共に、前記嵌合溝の底部を回転ビットの軸孔を中心とする円周に見合った円弧状の円弧面に形成し、回転ビットの両面を前記嵌合溝に密に嵌合すると共に下面を前記円弧面に密接した状態で、支軸を回転ビット及び短円柱の軸孔に挿通して、前記短円柱に回転ビットを軸支し、その各回転ビット半体の各延設部及び突設部を上方へ設定角度回転自在に備えて、構成したことを特徴とする、地盤の削進装置の削進ビットによって課題を解決したものである。The thickness of the rotating bit is set at the center of the short cylinder of a machined bit body, which is mounted on the upper end of an air hammer and protrudes from a short cylinder on a disk that can be moved up and down in the steel pipe. A fitting groove having an appropriate width is recessed, and the bottom portion of the fitting groove is formed in an arcuate arc surface corresponding to the circumference centering on the shaft hole of the rotating bit, and both sides of the rotating bit are fitted. The shaft is inserted into the shaft hole of the rotating bit and the short cylinder while the lower surface is in close contact with the circular arc surface, and the rotating bit is axially supported on the short cylinder, and each rotation thereof. The problem is solved by the cutting bit of the ground cutting device, characterized in that each extending portion and protruding portion of the bit half body are provided so as to freely rotate at a set angle upward.

下水、ガス、上水道、電纜管を、玉石、岩盤層等を削進する場合エアーはんまーの衝撃により削進ビットで玉石、岩盤層等を破砕しながら推進するが、土質の変化、埋設物の種類等により、衝撃による破砕が不可能となる場合がある。
従来はそのような場合に削進途中の管を引抜くか、又は、地表側から掘り返して取出していたが、
本発明は、破砕方式による削進手段時には削進ビットの削進ビット本体の頂面部と1対の拡縮ビット半体の各正面ビット部を揃えて鋼管の径より大に削進し、また、1対の拡縮ビット半体をスライド前進し1対の拡縮ビット半体の各正面ビット部のみを揃えて鋼管の径より小に調整して、削進ビットを鋼管内に引戻し、
そのまま発進坑へ引戻して削進ビット、エアーハンマー等の交換修理等する手段、若しくは、鋼管のクラウンビットによる切削方式による削進手段等に簡単に切換え得るように備えものであるので、前記の各手段を適宜使い分けることによって、前記のような種々の地盤、対象物等、若しくは土質の変化、埋設物の種類等に適応して、自在かつ極めて効率的に削進できる優れた効果がある。
When cutting sewage, gas, water supply, electric pipes, cobblestones, bedrock layers, etc., while crushing cobblestones, bedrock layers, etc. with crushing bit by crushing bit by impact of air hammer, change of soil, burial Depending on the type of object, crushing by impact may not be possible.
Conventionally, in such a case, the pipe in the middle of cutting was pulled out or dug out from the surface side,
In the present invention, when the cutting means by crushing method, the top surface portion of the cutting bit body of the cutting bit and each front bit portion of the pair of expansion and contraction bit halves are aligned to cut larger than the diameter of the steel pipe, A pair of expansion / contraction bit halves are slid forward, only the front bit portions of the pair of expansion / contraction bit halves are aligned and adjusted to be smaller than the diameter of the steel pipe, and the cutting bit is pulled back into the steel pipe,
As it is provided so that it can be easily switched to a means for exchanging and repairing a cutting bit, an air hammer, etc., or a cutting method by a cutting method using a steel pipe crown bit, etc. By properly using the means, there is an excellent effect that it can be freely and extremely efficiently adapted to the various grounds, objects, etc. as described above, or changes in soil quality, types of buried objects, and the like.

削進ビット、エアーハンマー等を鋼管内を通して発進坑へ引戻して鋼管内を空の状態にし得るので、その削進の鋼管の中空を利用して、既設管への枝管の取付け、削進方向の測定・修正等を容易に行うことができる。The cutting bit, air hammer, etc. can be pulled back to the starting pit through the steel pipe and the steel pipe can be emptied, so the hollow of the cutting steel pipe can be used to attach the branch pipe to the existing pipe, and the cutting direction Can be easily measured and corrected.

図1は、地盤の削進装置の1例に備えた本発明実施例削進ビット等及び先頭の鋼管部分の一部切断正面図、及び平面図である。(実施例1)  FIG. 1 is a partially cut front view and a plan view of a cutting bit or the like according to an embodiment of the present invention and a leading steel pipe portion provided in an example of a ground cutting device. Example 1 図2は、図1の一部切断右側面図である。  FIG. 2 is a partially cut right side view of FIG. 図3は、図1の削進ビットを鋼管の方向に引戻すことにより、鋼管のクラウンビットの内周縁と各回転ビット半体の下面の摺動案内で、各回転ビット半体の各延設部及び突設部を上方に設定角度回転し鋼管の内径より内側に位置した状態として、削進ビットを鋼管内に引戻す状態の説明図である。(実施例1)  FIG. 3 shows the extension of each rotating bit half by the sliding guide of the inner peripheral edge of the crown bit of the steel pipe and the lower surface of each rotating bit half by pulling back the cutting bit of FIG. 1 in the direction of the steel pipe. It is explanatory drawing of the state which pulls back a cutting bit in a steel pipe as a state which rotated the setting part and the projecting part upward by the set angle, and was located inside the inner diameter of the steel pipe. Example 1 図4は、回転ビットの正面図、平面図、底面図、右側面図、及び左側面図である。(実施例1)  FIG. 4 is a front view, a plan view, a bottom view, a right side view, and a left side view of the rotating bit. Example 1 図5は、回転ビット半体の正面図、平面図、背面図、底面図、右側面図、及び左側面図である。(実施例1)  FIG. 5 is a front view, a plan view, a rear view, a bottom view, a right side view, and a left side view of the rotating bit half body. Example 1 図6は、削進ビット本体の正面図、平面図、及び一部切断右側面図である。(実施例1)  FIG. 6 is a front view, a plan view, and a partially cut right side view of the cutting bit body. Example 1 図7は、本発明削進ビットを使用する地盤の削進装置の1例の構成概略を示す図である。  FIG. 7 is a diagram showing a schematic configuration of an example of a ground cutting device using the cutting bit of the present invention.

地盤の削進装置において、その削進ビット1を、頂面部10、延設部11及び突設部12を同一平面状に備えた回転ビット半体7を設け、1対の回転ビット半体7の回転ビット半体7同志を、両半体7、7の頂面部、延設部及び突設部が同一平面状をなし両半体7、7の軸孔が連通した反転対称状態に組合せて回転ビット6を設ける一方、エアーハンマー4の上端部に装着した削進ビット本体14の短円柱16の嵌合溝17内に支軸20をもって回転ビット6を軸支し、その各回転ビット半体の各延設部及び突設部を上方へ設定角度回転自在に備えて、構成したことを特徴とする、地盤の削進装置の削進ビット。
なお、本発明削進ビットにおける、削進ビット本体、回転ビット及び回転ビット半体の具体的な形状は、実施図示例に限定されずそれらと同等の構成、作用、効果を有する形状の場合を含むものである。
In the ground cutting device, the cutting bit 1 is provided with a rotating bit half 7 having a top surface portion 10, an extending portion 11 and a projecting portion 12 in the same plane, and a pair of rotating bit halves 7. The rotating bit halves 7 are combined in an inverted symmetrical state in which the top surfaces, the extending portions, and the projecting portions of both halves 7 and 7 are in the same plane, and the shaft holes of both halves 7 and 7 are in communication. While the rotating bit 6 is provided, the rotating bit 6 is pivotally supported by the supporting shaft 20 in the fitting groove 17 of the short cylinder 16 of the cutting bit body 14 attached to the upper end portion of the air hammer 4, and each of the rotating bit halves is provided. A grounding bit of a ground grinding device, characterized in that each extending part and projecting part are provided so as to be rotatable upward by a set angle.
The specific shapes of the cutting bit body, the rotating bit, and the rotating bit half body in the cutting bit of the present invention are not limited to the illustrated examples, and the shape having the same configuration, function, and effect as those of the embodiment. Is included.

図7は、本発明削進ビットを使用する地盤の削進装置の1例の構成概略を示す図である。FIG. 7 is a diagram showing a schematic configuration of an example of a ground cutting device using the cutting bit of the present invention.

本発明削進ビットを使用する地盤の削進装置の1例は、鋼管2内の中心軸線上に備えた排土オーガ5、エアーハンマー4、エアーハンマー4の先端に備えた削進ビット1を回転手段Aで正逆回転自在に回転駆動し、先端を前記削進ビット1の後端に回転自在に連結した先頭の鋼管2とそれに接続した鋼管2を他の回転手段Bで正逆回転自在に回転駆動するように備え、前記先頭の鋼管2の先端に削進用のクラウンビット3を備えたものである。(図7)An example of a ground cutting device using the cutting bit of the present invention is a soil auger 5 provided on a central axis in a steel pipe 2, an air hammer 4, and a cutting bit 1 provided at the tip of the air hammer 4. The leading steel pipe 2 whose tip is rotatably connected to the rear end of the cutting bit 1 and the steel pipe 2 connected to the leading steel pipe 2 are rotatably driven forward and backward by another rotating means B. And a crown bit 3 for cutting is provided at the tip of the leading steel pipe 2. (Fig. 7)

なお、図7において、Aは回転手段、Bは回転手段、Cは中心軸線、21は取付板、22は地盤、23はモーター、24はギヤ、25は排出孔、26は推進架台、27はベース、28は推進手段、29はトランシット、30はターゲット、31は発進坑である。In FIG. 7, A is a rotating means, B is a rotating means, C is a central axis, 21 is a mounting plate, 22 is a ground, 23 is a motor, 24 is a gear, 25 is a discharge hole, 26 is a propulsion base, and 27 is The base, 28 is a propulsion means, 29 is a transit, 30 is a target, and 31 is a start pit.

図1は、地盤の削進装置の1例に備えた本発明実施例削進ビット等及び先頭の鋼管部分の一部切断正面図、及び平面図、
図2は、図1の一部切断右側面図、
図3は、図1の削進ビットを鋼管の方向に引戻すことにより、鋼管のクラウンビットの内周縁と各回転ビット半体の下面の摺動案内で、各回転ビット半体の各延設部及び突設部を上方に設定角度回転し鋼管の内径より内側に位置した状態として、削進ビットを鋼管内に引戻す状態の説明図、
図4は、回転ビットの正面図、平面図、底面図、右側面図、及び左側面図、
図5は、回転ビット半体の正面図、平面図、背面図、底面図、右側面図、及び左側面図、
図6は、削進ビット本体の正面図、平面図、及び一部切断右側面図である。
FIG. 1 is a partially cut front view and plan view of a cutting bit and the like of the embodiment of the present invention prepared in one example of a ground cutting device and a steel pipe portion at the top,
2 is a partially cut right side view of FIG.
FIG. 3 shows the extension of each rotating bit half by the sliding guide of the inner peripheral edge of the crown bit of the steel pipe and the lower surface of each rotating bit half by pulling back the cutting bit of FIG. 1 in the direction of the steel pipe. An explanatory diagram of a state in which the cutting bit is pulled back into the steel pipe as a state in which the part and the projecting part are rotated upward by a set angle and positioned inside the inner diameter of the steel pipe,
FIG. 4 is a front view, a plan view, a bottom view, a right side view, and a left side view of the rotating bit,
FIG. 5 is a front view, a plan view, a rear view, a bottom view, a right side view, and a left side view of the half of the rotating bit.
FIG. 6 is a front view, a plan view, and a partially cut right side view of the cutting bit body.

前記地盤の削進装置において、本発明は、削進ビット1を、直径が鋼管2の内径より僅かに小径で設定厚の円板8の正面中心に軸孔9をあけ円周の上部に平面状の頂面部10を形成し、前記円板8の前記頂面部10の右端を鋼管2の外径より僅かに大な寸法まで同じ平面状に延設して延設部11を形成すると共に、前記延設部11の正面側を延設部11と同形状に突設して突設部12を形成し、前記頂面部10、延設部11及び突設部12の同一平面状の平面に多数のビット13を植付けて回転ビット半体7を設け、(図5)In the ground grinding device, the present invention provides the grinding bit 1 with a shaft hole 9 in the center of the front surface of the disk 8 having a diameter slightly smaller than the inner diameter of the steel pipe 2 and a set thickness, and is flat on the upper part of the circumference. And the right end of the top surface portion 10 of the disc 8 is extended to the same plane up to a slightly larger dimension than the outer diameter of the steel pipe 2 to form the extending portion 11, A projecting portion 12 is formed by projecting the front side of the extending portion 11 in the same shape as the extending portion 11, and the top surface portion 10, the extending portion 11, and the projecting portion 12 are on the same plane. A number of bits 13 are planted to provide a rotating bit half 7 (FIG. 5).

2個の前記回転ビット半体7を1対として、該1対の回転ビット半体7の回転ビット半体7同志を、両半体7、7の頂面部、延設部及び突設部が同一平面状をなし両半体7、7の軸孔が連通した反転対称状態に組合せて回転ビット6を設ける一方、(図4)The two rotating bit halves 7 are paired, and the rotating bit halves 7 of the pair of rotating bit halves 7 are connected to each other by a top surface portion, an extending portion, and a projecting portion of both halves 7, 7. The rotating bit 6 is provided in combination with an inverted symmetrical state in which the axial holes of both halves 7 and 7 are in communication with each other (FIG. 4).

エアーハンマー4の上端部に装着し鋼管2内に上下動自在に備えた円形台15に短円柱16を突設してなる削進ビット本体14の、前記短円16柱の中心部に前記回転ビット6の厚さ寸法に見合った幅の嵌合溝17を凹設すると共に、前記嵌合溝17の底部を回転ビット6の軸孔9を中心とする円周に見合った円弧状の円弧面19に形成し、(図6)The rotating bit body 14 is mounted at the upper end portion of the air hammer 4 and is provided with a short cylinder 16 projecting from a circular base 15 provided in the steel pipe 2 so as to be movable up and down. The fitting groove 17 having a width corresponding to the thickness dimension of the bit 6 is recessed, and the bottom of the fitting groove 17 is an arcuate arcuate surface corresponding to the circumference around the shaft hole 9 of the rotating bit 6. 19 (FIG. 6)

回転ビット6の両面を前記嵌合溝17に密に嵌合すると共に下面を前記円弧面19に密接した状態で、支軸20を回転ビット6の軸孔9及び短円柱16の軸孔18に挿通して、前記短円柱16に回転ビット6を軸支し、その各回転ビット半体7、7の各延設部11及び突設部12を上方へ設定角度回転自在に備えて、構成したことを特徴とする、地盤の削進装置の削進ビットであり、
(図1、図2)
With the both sides of the rotating bit 6 closely fitted in the fitting groove 17 and the lower surface in close contact with the arcuate surface 19, the support shaft 20 is inserted into the shaft hole 9 of the rotating bit 6 and the shaft hole 18 of the short cylinder 16. The rotating bit 6 is pivotally supported on the short cylinder 16 and the extending portions 11 and projecting portions 12 of the rotating bit halves 7 and 7 are provided to be rotatable upward by a set angle. It is a cutting bit of a ground cutting device, characterized in that
(Fig. 1 and Fig. 2)

破砕方式による削進手段時には、前記回転ビット6の各頂面部10、延設部11及び突設部12が同一平面状をなした状態、即ち、各回転ビット半体7、7の各延設部11及び突設部12の先端が描く円軌跡を鋼管2の外径より大な状態で、前記削進ビット1を回転駆動して鋼管2の外径より大径の孔を削進するように備え、(図1)At the time of cutting by the crushing method, the top surface portion 10, the extending portion 11 and the projecting portion 12 of the rotating bit 6 are in the same plane, that is, the extending portions of the rotating bit halves 7, 7. With the circular locus drawn by the tips of the portion 11 and the projecting portion 12 being larger than the outer diameter of the steel pipe 2, the cutting bit 1 is driven to rotate to drill a hole having a diameter larger than the outer diameter of the steel pipe 2. (Figure 1)

また、切削方式による削進手段時若しくは交換修理時には、前記回転ビット6の各回転ビット半体7、7の下面を円弧面19に密接し各回転ビット半体7、7の各延設部11及び突設部12を上方に設定角度回転して鋼管2の内径より内側に位置した状態、即ち、各回転ビット半体7、7の各延設部11及び突設部12の先端が描く円軌跡を鋼管2の内径より小な状態として、削進ビット1の鋼管2内・発進坑31内(交換修理等)への引戻し、若しくは、削進ビット1を鋼管2内へ引戻した状態でのクラウンビット3による切削方式削進を自在に行えるようにして、両手段に簡単に切換え得るように備えて構成した地盤の削進装置の削進ビットである。(図1、図3)Further, at the time of cutting means by the cutting method or at the time of replacement repair, the lower surfaces of the rotating bit halves 7 and 7 of the rotating bit 6 are brought into close contact with the arcuate surface 19 and the extending portions 11 of the rotating bit halves 7 and 7 are connected. And the state where the projecting portion 12 is rotated upward by a set angle and located inside the inner diameter of the steel pipe 2, that is, the circles drawn by the extending portions 11 of the rotating bit halves 7 and 7 and the tips of the projecting portions 12 are drawn. In a state where the trajectory is smaller than the inner diameter of the steel pipe 2 and the cutting bit 1 is pulled back into the steel pipe 2 and the start shaft 31 (replacement repair, etc.), or the cutting bit 1 is pulled back into the steel pipe 2 This is a cutting bit of a ground cutting device that is configured so that cutting with the crown bit 3 can be performed freely and can be easily switched to both means. (Fig. 1, Fig. 3)

前記回転ビット6の各回転ビット半体7、7の各延設部11及び突設部12を上方に設定角度回転して、削進ビット1を鋼管2内に引戻す手段を、より詳細に説明すると、
推進手段28で削進ビット1、エアーハンマー4、排土オーガ5等を発進坑31の方向へ引戻移動すると、削進ビット本体14の各回転ビット半体7、7の下面が鋼管2のクラウンビット3上端の内周縁に衝突し、その摺動案内で各回転ビット半体7、7の各延設部11及び突設部12を上方に設定角度回転して、鋼管2の内径より内側に位置した状態、即ち、各回転ビット半体7、7の各延設部11及び突設部12の先端が描く円軌跡を鋼管2の内径より小な状態となり、次いで、削進ビット1の鋼管2内へ引戻されるものである。(図1〜図3、図7)
Means for rotating the extending portions 11 and the projecting portions 12 of the rotating bit halves 7 and 7 of the rotating bit 6 upward by a set angle to pull the cutting bit 1 back into the steel pipe 2 in more detail. To explain
When the cutting bit 1, the air hammer 4, the earth discharging auger 5, etc. are pulled back in the direction of the starting pit 31 by the propulsion means 28, the lower surfaces of the rotating bit halves 7, 7 of the cutting bit body 14 are made of the steel pipe 2. Colliding with the inner peripheral edge of the upper end of the crown bit 3, the extending portions 11 and the projecting portions 12 of the rotating bit halves 7, 7 are rotated upward by a set angle by the sliding guide to be inside the inner diameter of the steel pipe 2. In other words, the circular locus drawn by the ends of the extending portions 11 and the protruding portions 12 of the rotating bit halves 7 and 7 is smaller than the inner diameter of the steel pipe 2. It is pulled back into the steel pipe 2. (FIGS. 1-3, 7)

「破砕方式による削進手段」
回転手段Bを運転して排土オーガ5、エアーハンマー4、削進ビット1(回転ビット6の各頂面部10、延設部11及び突設部12が同一平面状をなした状態)を回転すると同時に、回転手段Aを運転して取付板21、鋼管2を逆回転して、上記削進ビット1の回転で削進すると同時にエアーハンマー4による削進ビット1の衝撃力によって地盤22を粉砕して削進し(23はモーター、24はギヤ)、
"Mechanism for crushing"
The rotating means B is operated to rotate the earth discharging auger 5, the air hammer 4, and the cutting bit 1 (the top surface portion 10, the extending portion 11 and the protruding portion 12 of the rotating bit 6 are in the same plane). At the same time, the rotating means A is operated to reversely rotate the mounting plate 21 and the steel pipe 2, and the ground 22 is crushed by the impact force of the cutting bit 1 by the air hammer 4 at the same time as the cutting bit 1 rotates. Then cut down (23 for motor, 24 for gear),

掘削によって生じた排土を削進ビット1の排土孔から鋼管2内に導入し排土オーガ5で後方移送して後端の鋼管2の後方の排出孔25から外部へ排出し、同時に鋼管2の逆回転で排土オーガ5の排土移送作用を助勢し、The soil generated by excavation is introduced into the steel pipe 2 from the soil removal hole of the cutting bit 1 and transferred rearward by the soil auger 5 to be discharged to the outside from the rear discharge hole 25 of the steel pipe 2 at the rear end. The reverse rotation of 2 assists the earth removal transfer action of the earth removal auger 5,

また、削進ビット1の前進と共に、その前向き衝撃力を削進ビット1のフランジからクラウンビット3に受けて先頭の鋼管2を前方牽引してそれに接続した鋼管2と取付板21を共に前進する。(図1〜図3、図7)Further, along with the advancement of the cutting bit 1, the forward impact force is received by the crown bit 3 from the flange of the cutting bit 1, the front steel pipe 2 is pulled forward, and the steel pipe 2 and the mounting plate 21 connected thereto are advanced together. . (FIGS. 1-3, 7)

「切削方式による削進手段」
また、地盤の条件によって、削進ビット1を、回転ビット6の各回転ビット半体7、7の各延設部11及び突設部12を上方に設定角度回転して鋼管2の内径より内側に位置した状態として、先頭の鋼管2内に引戻したのち、クラウンビット3の回転で削進を行う。
"Machining means by cutting method"
Further, depending on the ground conditions, the cutting bit 1 is rotated inside the inner diameter of the steel pipe 2 by rotating the extending portions 11 and the projecting portions 12 of the rotating bit halves 7 and 7 of the rotating bit 6 upward by a set angle. After being pulled back into the leading steel pipe 2, the crown bit 3 is rotated to perform cutting.

そして、上記の削進ビット1の削進、鋼管2の前進に同調し乍ら更に推進架台26上のベース27を油圧シリンダー等の推進手段28で加圧推進して、岩盤、玉石等の悪条件地盤22を削進して鋼管2を埋設する。(図1〜図3、図7)In synchronism with the cutting of the cutting bit 1 and the advance of the steel pipe 2, the base 27 on the propulsion base 26 is further pressurized and propelled by the propulsion means 28 such as a hydraulic cylinder, so The condition ground 22 is advanced to embed the steel pipe 2. (FIGS. 1-3, 7)

前記「破砕方式による削進手段」と「切削方式による削進手段若しくは交換修理等のための引戻し手段」を使い分けることによって、岩盤、玉石、礫等の地盤、水面下の地盤等のあらゆる悪条件地盤の削進を極めて効率的に行い得る。
また、地盤の削進装置は実施例装置に限らず、同等の機能を有し本発明削進ビットを使用可能な装置に汎用し得る。
なお本発明削進ビットにおける、削進ビット本体、回転ビット及び回転ビット半体の具体的な形状は、実施図示例に限定されずそれらと同等の構成、作用、効果を奏する形状の場合を含むものである。
By properly using the “crushing method by means of crushing” and “retracting means by means of cutting method or by pulling back for replacement repair”, all adverse conditions such as ground of rock, cobblestone, gravel, ground under water, etc. Ground cutting can be performed very efficiently.
The ground cutting device is not limited to the embodiment device, and can be widely used for a device having an equivalent function and capable of using the cutting bit of the present invention.
The specific shapes of the cutting bit body, the rotating bit, and the rotating bit half in the cutting bit of the present invention are not limited to the illustrated examples, but include shapes having the same configuration, operation, and effect as those. It is a waste.

A 回転手段
B 回転手段
C 中心軸線
1 削進ビット
2 鋼管
3 クラウンビット
4 エアーハンマー
5 排土オーガ
6 回転ビット
7 回転ビット半体
8 円板
9 軸孔
10 頂面部
11 延設部
12 突設部
13 ビット
14 削進ビット本体
15 円形台
16 短円柱
17 嵌合溝
18 底部
19 円弧面
20 支軸
21 取付板
22 地盤
23 モーター
24 ギヤ
25 排出孔
26 推進架台
27 ベース
28 推進手段
29 トランシット
30 ターゲット
31 発進坑
A Rotating means B Rotating means C Center axis 1 Cutting bit 2 Steel pipe 3 Crown bit 4 Air hammer 5 Earthing auger 6 Rotating bit 7 Rotating bit half 8 Disc 9 Shaft hole 10 Top surface portion 11 Extending portion 12 Projecting portion 13 Bit 14 Cutting bit body 15 Circular base 16 Short cylinder 17 Fitting groove 18 Bottom 19 Arc surface 20 Support shaft 21 Mounting plate 22 Ground 23 Motor 24 Gear 25 Discharge hole 26 Propulsion base 27 Base 28 Propulsion means 29 Transit 30 Target 31 Starting pit

Claims (2)

鋼管内の中心軸線上に備えた排土オーガ、エアーハンマー及びエアーハンマーの先端に備えた削進ビットを回転手段で正逆回転自在に回転駆動し、先端を前記削進ビットの後端に回転自在に連結した先頭の鋼管とそれに接続した鋼管を他の回転手段で正逆回転自在に回転駆動するように備え、前記先頭の鋼管の先端に削進用のクラウンビットを備えたものである地盤の削進装置において、
前記削進ビットを、直径が鋼管の内径より僅かに小径で設定厚の円板の正面中心に軸孔をあけ円周の上部に平面状の頂面部を形成し、前記円板の前記頂面部の右端を鋼管の外径より僅かに大な寸法まで同じ平面状に延設して延設部を形成すると共に、該延設部の正面側に延設部と同形状に突設部を突設し、前記頂面部、延設部及び突設部の同一平面状の平面に多数の超硬ビットを植付けて回転ビット半体を設け、前記回転ビット半体2個を1対として、該1対の回転ビット半体の回転ビット半体同志を、両半体の頂面部、延設部及び突設部が同一平面状をなし両半体の軸孔が連通した反転対称状態に組合せて回転ビットを設ける一方、
エアーハンマーの上端部に装着し鋼管内に上下動自在に備えた円板上に短円柱を突設してなる削進ビット本体の、前記短円柱の中心部に前記回転ビットの厚さ寸法に見合った幅の嵌合溝を凹設すると共に、前記嵌合溝の底部を回転ビットの軸孔を中心とする円周に見合った円弧状の円弧面に形成し、
回転ビットの両面を前記嵌合溝に密に嵌合すると共に下面を前記円弧面に密接した状態で、支軸を回転ビット及び短円柱の軸孔に挿通して、前記短円柱に回転ビットを軸支し、その各回転ビット半体の各延設部及び突設部を上方へ設定角度回転自在に備えて、構成したことを特徴とする、
地盤の削進装置の削進ビット。
The earthing auger provided on the central axis in the steel pipe, the air hammer, and the cutting bit provided at the tip of the air hammer are rotationally driven by a rotating means so that the forward and reverse rotation is possible, and the tip is rotated to the rear end of the cutting bit. A ground pipe comprising a freely connected leading steel pipe and a steel pipe connected to the steel pipe so as to be rotated in a forward / reverse direction by other rotating means, and a crown bit for cutting is provided at the tip of the leading steel pipe In the cutting device of
The cutting bit has a diameter that is slightly smaller than the inner diameter of the steel pipe, and a shaft hole is formed in the front center of the disk having a set thickness to form a flat top surface portion at the upper part of the circumference, and the top surface portion of the disk The right end of the tube is extended to the same plane up to a dimension slightly larger than the outer diameter of the steel pipe to form an extended portion, and the protruding portion protrudes in the same shape as the extended portion on the front side of the extended portion. A plurality of cemented carbide bits are planted on the same plane of the top surface portion, the extending portion, and the projecting portion to provide a rotating bit half, and the two rotating bit halves are used as a pair. Rotating the rotating bit halves of the pair of rotating bit halves together in an inverted symmetrical state in which the top surface part, the extension part and the projecting part of both halves are in the same plane and the shaft holes of both halves communicate with each other While providing a bit
The thickness of the rotating bit is set at the center of the short cylinder of a machined bit body, which is mounted on the upper end of an air hammer and protrudes from a short cylinder on a disk that can be moved up and down in the steel pipe. A concave groove having an appropriate width is provided, and the bottom of the fitting groove is formed into an arcuate arc surface corresponding to the circumference centered on the shaft hole of the rotating bit,
With both surfaces of the rotating bit closely fitted in the fitting groove and the lower surface in close contact with the arcuate surface, the support shaft is inserted into the shaft hole of the rotating bit and the short cylinder, and the rotating bit is inserted into the short cylinder. It is supported by a shaft, and each of the extending portions and projecting portions of the rotating bit halves are provided so as to be freely rotatable at a set angle upward.
Cutting bit of ground cutting device.
鋼管内の中心軸線上に備えた排土オーガ、エアーハンマー及びエアーハンマーの先端に備えた削進ビットを回転手段で正逆回転自在に回転駆動し、先端を前記削進ビットの後端に回転自在に連結した先頭の鋼管とそれに接続した鋼管を他の回転手段で正逆回転自在に回転駆動するように備え、前記先頭の鋼管の先端に削進用のクラウンビットを備えたものである地盤の削進装置において、
前記削進ビットを、直径が鋼管の内径より僅かに小径で設定厚の円板の正面中心に軸孔をあけ円周の上部に平面状の頂面部を形成し、前記円板の前記頂面部の右端を鋼管の外径より僅かに大な寸法まで同じ平面状に延設して延設部を形成すると共に、該延設部の正面側に延設部と同形状に突設部を突設し、前記頂面部、延設部及び突設部の同一平面状の平面に多数の超硬ビットを植付けて回転ビット半体を設け、前記回転ビット半体2個を1対として、該1対の回転ビット半体の回転ビット半体同志を、両半体の頂面部、延設部及び突設部が同一平面状をなし両半体の軸孔が連通した反転対称状態に組合せて回転ビットを設ける一方、
エアーハンマーの上端部に装着し鋼管内に上下動自在に備えた円板上に短円柱を突設してなる削進ビット本体の、前記短円柱の中心部に前記回転ビットの厚さ寸法に見合った幅の嵌合溝を凹設すると共に、前記嵌合溝の底部を回転ビットの軸孔を中心とする円周に見合った円弧状の円弧面に形成し、回転ビットの両面を前記嵌合溝に密に嵌合すると共に下面を前記円弧面に密接した状態で、
支軸を回転ビット及び短円柱の軸孔に挿通して、前記短円柱に回転ビットを軸支し、その各回転ビット半体の各延設部及び突設部を上方へ設定角度回転自在に備えて、構成したものであり、
前記回転ビットの各頂面部、延設部及び突設部が同一平面状をなした状態で前記削進ビットを回転駆動して鋼管の外径より大径の孔を削進するように備え、
また、前記回転ビットの各回転ビット半体の下面を円弧面に密接し各回転ビット半体の各延設部及び突設部を上方に設定角度回転して鋼管の内径より内側に位置した状態として、削進ビットの鋼管内・発進坑内への引戻し、若しくは、削進ビットを鋼管内へ引戻した状態でのクラウンビットによる削進を自在に行えるように備えたことを特徴とする、
請求項1の地盤の削進装置の削進ビット。
The earthing auger provided on the central axis in the steel pipe, the air hammer, and the cutting bit provided at the tip of the air hammer are rotationally driven by a rotating means so that the forward and reverse rotation is possible, and the tip is rotated to the rear end of the cutting bit. A ground pipe comprising a freely connected leading steel pipe and a steel pipe connected to the steel pipe so as to be rotated in a forward / reverse direction by other rotating means, and a crown bit for cutting is provided at the tip of the leading steel pipe In the cutting device of
The cutting bit has a diameter that is slightly smaller than the inner diameter of the steel pipe, and a shaft hole is formed in the front center of the disk having a set thickness to form a flat top surface portion at the upper part of the circumference, and the top surface portion of the disk The right end of the tube is extended to the same plane up to a dimension slightly larger than the outer diameter of the steel pipe to form an extended portion, and the protruding portion protrudes in the same shape as the extended portion on the front side of the extended portion. A plurality of cemented carbide bits are planted on the same plane of the top surface portion, the extending portion, and the projecting portion to provide a rotating bit half, and the two rotating bit halves are used as a pair. Rotating the rotating bit halves of the pair of rotating bit halves together in an inverted symmetrical state in which the top surface part, the extension part and the projecting part of both halves are in the same plane and the shaft holes of both halves communicate with each other While providing a bit
The thickness of the rotating bit is set at the center of the short cylinder of a machined bit body, which is mounted on the upper end of an air hammer and protrudes from a short cylinder on a disk that can be moved up and down in the steel pipe. A fitting groove having an appropriate width is recessed, and the bottom portion of the fitting groove is formed in an arcuate arc surface corresponding to the circumference centering on the shaft hole of the rotating bit, and both sides of the rotating bit are fitted. In a state where the lower surface is in close contact with the arcuate surface while closely fitting in the groove,
The support shaft is inserted into the shaft hole of the rotating bit and the short cylinder, and the rotating bit is axially supported on the short cylinder, and each extending portion and projecting portion of each rotating bit half body can be rotated upward by a set angle. Prepared and configured,
Each top surface portion of the rotating bit, the extending portion and the projecting portion are coplanar, and the cutting bit is rotationally driven to cut a hole having a diameter larger than the outer diameter of the steel pipe,
In addition, the lower surface of each rotating bit half of the rotating bit is in close contact with the circular arc surface, and each extending portion and projecting portion of each rotating bit half is rotated upward by a set angle and positioned inside the inner diameter of the steel pipe As a feature, the cutting bit can be pulled back into the steel pipe / start shaft, or the cutting bit can be pulled back into the steel pipe so that the cutting with the crown bit can be performed freely.
A cutting bit of the ground cutting device according to claim 1.
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