JP2006274578A - Widening excavator - Google Patents

Widening excavator Download PDF

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JP2006274578A
JP2006274578A JP2005092068A JP2005092068A JP2006274578A JP 2006274578 A JP2006274578 A JP 2006274578A JP 2005092068 A JP2005092068 A JP 2005092068A JP 2005092068 A JP2005092068 A JP 2005092068A JP 2006274578 A JP2006274578 A JP 2006274578A
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widening
excavation
blade
excavating
diameter
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Mitsumasa Oigawa
光正 大井川
Koji Sumi
光二 須見
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Geotop Corp
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Geotop Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a widening excavator capable of easily and positively enlarging diameters of widening excavation blades and assisting the excavation biting force of the tip parts of the widening excavation blades even when the vicinity of the widening excavation blades is integrated into cylindrical shape due to clayey soil in an excavated layer. <P>SOLUTION: The widening excavator with the widening excavation blades 4 disposed through rocking shafts 3 at an excavating rod 2 with an excavating blade 1 disposed, opens the widening excavation blades 4 for diameter enlargement by changing the rotating direction of the excavating rod 2 from a normal rotating direction of the excavating blade 1 into a reverse rotating direction, wherein springs 5 are provided for energizing the widening excavation blades 4 in an opening direction, and an interlocking member 6 for interlocking the respective widening excavation blades 4 is laid across the widening excavation blades 4 provided in a lateral pair. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、拡幅掘削装置に関し、特に、拡幅掘削翼付近が掘削層の粘土質により円柱状に一体化された場合でも、容易かつ確実に拡幅掘削翼を拡径することができ、また、拡幅掘削翼の先端部の掘削くい込み力の補助となり得る拡幅掘削装置に関するものである。   The present invention relates to a widening excavator, and in particular, even when the vicinity of a widening excavation blade is integrated into a cylindrical shape by the clay of the excavation layer, the diameter of the widening excavation blade can be easily and reliably expanded, The present invention relates to a widening excavator that can assist in excavating biting force at the tip of a excavating blade.

地中に杭を造成する場合や既製の中空杭を建込む場合に、杭の下端部に杭よりも大径の拡径部をモルタル等により造成して杭の基礎とする工法が従来より行われている。
この拡径部は、拡縮可能に構成された拡幅掘削翼を有する拡幅掘削装置を掘削ロッドの先端部に装着し、任意の場所で拡幅掘削翼を拡径し、掘削ロッドを回転駆動することにより拡大掘りして造成することができる。
When constructing piles in the ground or building ready-made hollow piles, a construction method that uses a mortar or the like to create an enlarged portion with a larger diameter than the pile at the lower end of the pile has been used conventionally. It has been broken.
This widened portion is obtained by attaching a widening excavator having a widened excavating blade configured to be able to expand and contract to the tip of the excavating rod, expanding the widened excavating blade at an arbitrary location, and rotating the excavating rod. Can be created by expanding digging.

このような拡幅掘削装置としては、例えば、本件出願人によるものとして、特願2004−26191号の拡幅掘削装置がある。
この拡幅掘削装置は、図6又は図7に示すように、掘削翼1を配設した掘削ロッド2に揺動軸3を介して拡幅掘削翼4を配設し、掘削ロッド2の回転方向を転換することにより拡幅掘削翼4を拡径するようにするもので、前記揺動軸3を掘削ロッド2の回転軸Lに対して傾斜(θ1)して設けるとともに、拡幅掘削翼4を閉じた状態で掘削ロッド2の回転軸の長手方向に沿って位置するように拡幅掘削翼4の基端部を屈曲させて揺動軸3に軸着し、拡幅掘削翼4を開いた状態で拡幅掘削翼4の先端側が掘削翼1の外側に延設されるようにしている。
なお、これらの拡幅掘削装置は、その一例として、ソイルセメント合成杭造成装置として、鋼管等の中空管7に挿通する掘削ロッド2の先端部に拡幅掘削装置を備えるものであり、掘削ロッド2には、掘削ロッド2と中空管7との中心軸が偏芯することを防止するスタビライザ8が配設されている。
As such a widening excavator, for example, there is a widening excavator disclosed in Japanese Patent Application No. 2004-26191 as one by the applicant of the present application.
As shown in FIG. 6 or FIG. 7, this widening excavator is provided with a widening excavation blade 4 via a swing shaft 3 on a excavation rod 2 provided with an excavation blade 1, and the rotation direction of the excavation rod 2 is changed. The widening excavation blade 4 is enlarged by changing the diameter, and the swing shaft 3 is provided with an inclination (θ1) with respect to the rotation axis L of the excavation rod 2 and the widening excavation blade 4 is closed. In this state, the base end of the widening excavation blade 4 is bent so as to be positioned along the longitudinal direction of the rotary shaft of the excavation rod 2, and is attached to the swing shaft 3, and widening excavation is performed with the widening excavation blade 4 opened. The tip end side of the blade 4 extends outside the excavation blade 1.
In addition, these widening excavation apparatuses are equipped with the widening excavation apparatus in the front-end | tip part of the excavation rod 2 penetrated in the hollow pipes 7, such as a steel pipe, as an example as a soil cement synthetic pile construction apparatus, Is provided with a stabilizer 8 for preventing the central axis of the excavation rod 2 and the hollow tube 7 from being eccentric.

ところで、このような拡幅掘削装置では、掘削ロッドの回転方向を転換することにより、掘削土との接触を利用して拡幅掘削翼を拡径するようにしているが、掘削層が粘土質などの場合は、拡幅掘削翼付近が粘土質により円柱状に一体化され、拡径動作に移っても拡幅掘削翼が開かないことも考えられる。   By the way, in such a widening excavator, by changing the rotation direction of the excavating rod, the diameter of the widened excavating blade is expanded using contact with excavated soil. In this case, it is conceivable that the vicinity of the widening excavation blade is integrated into a cylindrical shape by clay, and the widening excavation blade does not open even when the operation is expanded.

本発明は、上記先の出願の拡幅掘削装置の有する問題点に鑑み、拡幅掘削翼付近が掘削層の粘土質により円柱状に一体化された場合でも、容易かつ確実に拡幅掘削翼を拡径することができ、また、拡幅掘削翼の先端部の掘削くい込み力の補助となり得る拡幅掘削装置を提供することを目的とする。   In view of the problems of the widening excavator of the above-mentioned previous application, the present invention expands the widening excavating blade easily and reliably even when the vicinity of the widening excavating blade is integrated into a cylindrical shape by the clay of the excavation layer. It is another object of the present invention to provide a widening excavator that can support the excavation biting force at the tip of the widened excavating blade.

上記目的を達成するため、本第1発明の拡幅掘削装置は、掘削翼を配設した掘削ロッドに揺動軸を介して拡幅掘削翼を配設し、掘削ロッドの回転方向を転換することにより拡幅掘削翼を開いて拡径するようにした拡幅掘削装置において、前記拡幅掘削翼を開き方向に付勢するばねを設けたことを特徴とする。   In order to achieve the above object, the widening excavator of the first aspect of the present invention is provided by disposing a widening excavating blade on a excavating rod provided with an excavating blade via a swing shaft and changing the rotation direction of the excavating rod. In the widening excavator configured to widen the diameter by opening the widened excavating blade, a spring for biasing the widened excavating blade in the opening direction is provided.

また、同じ目的を達成するため、本第2発明の拡幅掘削装置は、掘削翼を配設した掘削ロッドに揺動軸を介して拡幅掘削翼を配設し、掘削ロッドの回転方向を転換することにより拡幅掘削翼を開いて拡径するようにした拡幅掘削装置において、複数の拡幅掘削翼に、各拡幅掘削翼を連動させる連動部材を架け渡したことを特徴とする。   In order to achieve the same object, the widening excavator according to the second aspect of the present invention arranges the widening excavation blade through the swing shaft on the excavation rod provided with the excavation blade, and changes the rotation direction of the excavation rod. In the widening excavator configured to open the widened excavating blade to expand the diameter, a plurality of widened excavating blades are provided with an interlocking member that interlocks each widened excavating blade.

本第1発明の拡幅掘削装置によれば、掘削翼を配設した掘削ロッドに揺動軸を介して拡幅掘削翼を配設し、掘削ロッドの回転方向を転換することにより拡幅掘削翼を開いて拡径するようにした拡幅掘削装置において、前記拡幅掘削翼を開き方向に付勢するばねを設けることにより、拡幅掘削翼付近が掘削層の粘土質により円柱状に一体化された場合でも、ばねの力により容易かつ確実に拡幅掘削翼を拡径することができる。   According to the widening excavator of the first aspect of the invention, the widening excavation blade is disposed on the excavation rod provided with the excavation blade via the swing shaft, and the widening excavation blade is opened by changing the rotation direction of the excavation rod. In the widening excavator adapted to expand the diameter, by providing a spring for biasing the widened excavating blade in the opening direction, even when the vicinity of the widened excavating blade is integrated into a cylindrical shape by the clay of the excavation layer, The diameter of the widened excavation blade can be expanded easily and reliably by the force of the spring.

本第2発明の拡幅掘削装置によれば、掘削翼を配設した掘削ロッドに揺動軸を介して拡幅掘削翼を配設し、掘削ロッドの回転方向を転換することにより拡幅掘削翼を開いて拡径するようにした拡幅掘削装置において、複数の拡幅掘削翼に、各拡幅掘削翼を連動させる連動部材を架け渡すことから、土質や土圧の影響にかかわらず、複数の拡幅掘削翼を同調するように拡径させることにより、拡幅掘削翼付近が掘削層の粘土質により円柱状に一体化された場合でも、連動部材の作用によって、容易かつ確実に拡幅掘削翼を拡径することができるとともに、複数の拡幅掘削翼を均一に拡径させることができる。そして、拡幅掘削翼を均一に拡径させることができることから、偏芯することなく掘削ロッドを回転させることができる。   According to the widening excavator of the second aspect of the invention, the widening excavation blade is disposed on the excavation rod provided with the excavation blade via the swing shaft, and the widening excavation blade is opened by changing the rotation direction of the excavation rod. In the widening excavator designed to expand the diameter, multiple interlocking members that link each widening excavation blade are bridged over multiple widening excavation blades, so that multiple widening excavation blades can be installed regardless of the influence of soil quality or earth pressure. By enlarging the diameter so as to synchronize, even if the vicinity of the widening excavation blade is integrated into a cylindrical shape by the clay of the excavation layer, the diameter of the widening excavation blade can be easily and reliably expanded by the action of the interlocking member. In addition, a plurality of widened excavating blades can be uniformly expanded in diameter. And since the diameter of a widening excavation blade can be expanded uniformly, a excavation rod can be rotated without eccentricity.

以下、本発明の拡幅掘削装置の実施の形態を図面に基づいて説明する。   Hereinafter, embodiments of the widening excavator of the present invention will be described with reference to the drawings.

図1〜図3に、本発明の拡幅掘削装置の第1実施例を示す。
この拡幅掘削装置は、掘削翼1を配設した掘削ロッド2に揺動軸3を介して拡幅掘削翼4を配設し、掘削ロッド2の回転方向を、掘削翼1の正回転方向から逆回転方向に転換することにより、拡幅掘削翼4を開いて拡径するようにしたもので、該拡幅掘削翼4を開き方向に付勢するばね5を設けるとともに、左右1対設けられた拡幅掘削翼4に対し、各拡幅掘削翼4を連動させる連動部材6を架け渡している。
1 to 3 show a first embodiment of the widening excavator of the present invention.
In this widening excavator, the widening excavation blade 4 is disposed on the excavation rod 2 on which the excavation blade 1 is disposed via the swing shaft 3, and the rotation direction of the excavation rod 2 is reversed from the normal rotation direction of the excavation blade 1. By changing the rotation direction, the widened excavating blade 4 is opened and expanded in diameter. A spring 5 is provided to bias the widened excavating blade 4 in the opening direction, and a pair of left and right widened excavations are provided. Interlocking members 6 that link the widening excavation blades 4 are bridged over the blades 4.

掘削翼1は、掘削ロッド2の先端に固定されており、一定の掘削径で杭孔を掘削する。
拡幅掘削翼4は、掘削ロッド2の左右に1対の揺動軸3を有し、左右1対の拡幅掘削翼4がこれらの揺動軸3にボス41を介して揺動可能に軸支されている。
揺動軸3は、本実施例では、掘削ロッド2の回転軸と平行に設けられており、拡幅掘削翼4の揺動範囲は、縮径時は掘削翼1の掘削径に収まるように閉じ、拡径時は、左右いっぱいに開き、ストッパ(図示省略)に当接することにより止まるようになっている。
The excavation blade 1 is fixed to the tip of the excavation rod 2 and excavates a pile hole with a constant excavation diameter.
The widening excavation blade 4 has a pair of swing shafts 3 on the left and right of the excavation rod 2, and the pair of left and right widening excavation blades 4 are pivotally supported by these swing shafts 3 via a boss 41. Has been.
In this embodiment, the oscillating shaft 3 is provided in parallel with the rotating shaft of the excavating rod 2, and the oscillating range of the widened excavating blade 4 is closed so as to be within the excavating diameter of the excavating blade 1 when the diameter is reduced. When the diameter is expanded, it opens all the way to the left and right and stops by contacting a stopper (not shown).

ばね5は、本実施例では、揺動軸3と同軸のシャフト31に巻装されたトーションスプリングからなり、該トーションスプリングの一端は掘削ロッド2に、他端は、拡幅掘削翼4から延設されたスプリング受けバー42に掛止し、拡幅掘削翼4に、例えば、50kg・m〜100kg・mのトルクを与えている。
また、トーションスプリングの作動範囲は、掘削径に対してプラス100〜200mm程度であり、例えば、掘削翼1の掘削径が直径700mmの場合、左右1対ある拡幅掘削翼4が掘削直径900mmから1100mmまで拡径する間作用するようにする。
トーションスプリングは、拡幅掘削翼4を常時開き方向に付勢しているが、掘削翼1が正回転した場合は、掘削土等の抵抗がトーションスプリングのばね力に抗して作用し、拡幅掘削翼4は縮径して掘削翼1の掘削径の範囲内に収まるようになっている。
In this embodiment, the spring 5 is a torsion spring wound around a shaft 31 coaxial with the swing shaft 3, and one end of the torsion spring extends from the excavation rod 2 and the other end extends from the widened excavation blade 4. For example, a torque of 50 kg · m to 100 kg · m is applied to the widened excavation blade 4.
In addition, the operating range of the torsion spring is about 100 to 200 mm with respect to the excavation diameter. For example, when the excavation diameter of the excavation blade 1 is 700 mm, the widened excavation blade 4 on the left and right sides has an excavation diameter of 900 mm to 1100 mm. To act during diameter expansion.
The torsion spring always urges the widening excavation blade 4 in the opening direction. However, when the excavation blade 1 rotates in the forward direction, the resistance of the excavating soil acts against the spring force of the torsion spring, and the widening excavation is performed. The blade 4 is reduced in diameter so that it falls within the range of the excavation diameter of the excavation blade 1.

連動部材6は、特に限定されるものではないが、本実施例では、1対の拡幅掘削翼4のボス41に架設されたリング状のワイヤからなり、該ワイヤは、拡幅掘削翼4の揺動に影響しない範囲で、各ボス41にボルト等を介して固定点61で固定されている。
通常、拡幅掘削装置には2つの拡幅掘削翼4があり、拡径動作時には2つの拡幅掘削翼4は同調して動くことが理想的である。
先の出願の拡幅掘削装置では、上記のような連動機構を有していなかったため、拡径するときに土質や土圧の影響によって2つの拡幅掘削翼が同調しないこともあったが、本実施例では、複数の拡幅掘削翼4を同調するように拡径させることができ、これにより、偏芯することなく掘削ロッド2を回転させることができる。
なお、連動部材6を構成するワイヤは、本実施例に示すように、リング状に形成するほか、図4に示す第1実施例の変形例のように、例えば、端部に端部金具62を形成した2本のワイヤから構成し、この端部金具62を拡幅掘削翼4のボス41に形成した溝41aに嵌合し、その上から止め金具63により固定するようにすることもできる。
また、連動部材6には、ワイヤのほか、チェーン等の線状部材や平ベルト等の帯状部材を用いることもできる。
また、図示は省略するが、ワイヤ等の連動部材6が摺接するボス41や掘削ロッド2の表面に溝状の切れ込みを形成することもできる。これにより、連動部材6のずれを防止できるとともに、連動部材6のボス41や掘削ロッド2の表面からの突出量を小さくしたり、無くすことによって、掘削土砂の移動をスムーズにして掘削効率を高めることができ、また、連動部材6が損耗することを防止できる。
Although the interlocking member 6 is not particularly limited, in this embodiment, the interlocking member 6 is composed of a ring-shaped wire installed on the boss 41 of the pair of widening excavation blades 4, and the wire is a rocker of the widening excavation blade 4. The fixing points 61 are fixed to the bosses 41 with bolts or the like as long as they do not affect the movement.
Usually, the widening excavator has two widening excavating blades 4 and it is ideal that the two widening excavating blades 4 move in synchronization during the diameter expansion operation.
Since the widening excavator of the previous application did not have the interlocking mechanism as described above, the two widening excavation blades sometimes did not synchronize due to the influence of soil quality and earth pressure when expanding the diameter. In the example, the diameter of the plurality of widened excavating blades 4 can be increased so as to synchronize, whereby the excavating rod 2 can be rotated without being eccentric.
The wire constituting the interlocking member 6 is formed in a ring shape as shown in the present embodiment, and, for example, as shown in the modification of the first embodiment shown in FIG. The end fitting 62 can be fitted into a groove 41a formed in the boss 41 of the wide excavation blade 4 and fixed by a stopper 63 from above.
In addition to the wire, the interlocking member 6 may be a linear member such as a chain or a belt-like member such as a flat belt.
Although not shown, a groove-like cut can be formed on the surface of the boss 41 or the excavation rod 2 with which the interlocking member 6 such as a wire is slidably contacted. Thereby, the shift of the interlocking member 6 can be prevented, and the amount of protrusion of the interlocking member 6 from the surface of the boss 41 or the excavation rod 2 can be reduced or eliminated, thereby smoothly moving the excavated sediment and increasing the excavation efficiency. In addition, it is possible to prevent the interlocking member 6 from being worn.

図5に、本発明の拡幅掘削装置の第2実施例を示す。
この拡幅掘削装置は、掘削ロッド2の先端に掘削翼1を配設するとともに、その上方の掘削ロッド2に揺動軸3を介して拡幅掘削翼4を配設し、掘削ロッド2の回転方向を掘削翼1の正回転方向から逆回転方向に転換することにより、拡幅掘削翼4を拡径するようにし、また、掘削ロッド2の回転方向を掘削翼1の逆回転方向から正回転方向に転換することにより、拡幅掘削翼4を縮径するようにしている。
FIG. 5 shows a second embodiment of the widening excavator of the present invention.
In this widening excavator, the excavating blade 1 is disposed at the tip of the excavating rod 2, and the widened excavating blade 4 is disposed on the excavating rod 2 above the rocking shaft 3 so that the rotation direction of the excavating rod 2 is increased. Is changed from the normal rotation direction of the excavation blade 1 to the reverse rotation direction so that the diameter of the widening excavation blade 4 is increased, and the rotation direction of the excavation rod 2 is changed from the reverse rotation direction of the excavation blade 1 to the normal rotation direction. The widened excavation blade 4 is reduced in diameter by conversion.

この場合、拡幅掘削翼4の揺動軸3は、掘削ロッド2の回転軸に対して所定の角度傾斜して設けるとともに、拡幅掘削翼4を閉じた状態で掘削ロッド2の回転軸の長手方向に沿って、かつ、掘削翼1の掘削径より内側に位置するように、拡幅掘削翼4の基端部を屈曲させて揺動軸3に軸着し、また、拡幅掘削翼4を開いた状態では、拡幅掘削翼4の先端側が掘削翼1の掘削径より外側に延設されるようにしている。   In this case, the rocking shaft 3 of the widening excavation blade 4 is provided at a predetermined angle with respect to the rotation shaft of the excavation rod 2 and the longitudinal direction of the rotation shaft of the excavation rod 2 with the widening excavation blade 4 closed. The base end portion of the widening excavation blade 4 is bent so as to be positioned on the inner side of the excavation diameter of the excavation blade 1, and is pivotally attached to the swing shaft 3, and the widening excavation blade 4 is opened. In the state, the distal end side of the widening excavation blade 4 is extended outside the excavation diameter of the excavation blade 1.

本第2実施例では、かかる拡幅掘削装置において、前記拡幅掘削翼4を開き方向に付勢するばね5を設けるとともに、左右1対設けられた拡幅掘削翼4に対し、各拡幅掘削翼4を連動させる連動部材6を架け渡している。   In the second embodiment, in the widening excavator, a spring 5 for biasing the widened excavating blade 4 in the opening direction is provided, and each widened excavating blade 4 is arranged with respect to the widened excavating blade 4 provided on the left and right sides. The interlocking member 6 to be interlocked is bridged.

ばね5は、第1実施例と同様に、揺動軸3と同軸のシャフト31に巻装されたトーションスプリングからなり、該トーションスプリングの一端は掘削ロッド2に、他端は、拡幅掘削翼4に掛止し、拡幅掘削翼4に一定のトルクを与えている。
また、トーションスプリングの作動範囲は、掘削径に対してプラス100〜200mm程度であり、掘削翼1が正回転した場合は、掘削土等の抵抗がトーションスプリングのばね力に抗して作用し、拡幅掘削翼4は縮径して掘削翼1の掘削径の範囲内に収まるようになっている。
As in the first embodiment, the spring 5 is a torsion spring wound around a shaft 31 coaxial with the swing shaft 3, one end of the torsion spring being the excavation rod 2 and the other end being the widened excavation blade 4. And a constant torque is applied to the widened excavation blade 4.
Further, the operating range of the torsion spring is about 100 to 200 mm with respect to the excavation diameter, and when the excavation blade 1 rotates forward, the resistance of the excavation soil or the like acts against the spring force of the torsion spring, The widened excavation blade 4 is reduced in diameter so as to be within the excavation diameter range of the excavation blade 1.

また、連動部材6は、第1実施例と同様に、1対の拡幅掘削翼4のボス41に架設されたリング状のワイヤからなり、該ワイヤは、拡幅掘削翼4の揺動に影響しない範囲で、各ボス41にボルト等を介して固定点(図示省略)で固定されている。   Similarly to the first embodiment, the interlocking member 6 is formed of a ring-shaped wire installed on the boss 41 of the pair of widening excavation blades 4, and the wire does not affect the swinging of the widening excavation blades 4. In a range, each boss 41 is fixed at a fixing point (not shown) via a bolt or the like.

かくして、本実施例の拡幅掘削装置は、掘削翼1を配設した掘削ロッド2に揺動軸3を介して拡幅掘削翼4を配設し、掘削ロッド2の回転方向を転換することにより拡幅掘削翼4を開いて拡径するようにした拡幅掘削装置において、前記拡幅掘削翼4を開き方向に付勢するばね5を設けることから、拡幅掘削翼4付近が掘削層の粘土質により円柱状に一体化された場合でも、ばね5の力により容易かつ確実に拡幅掘削翼4を拡径することができる。
そして、複数の拡幅掘削翼4に、各拡幅掘削翼4を連動させる連動部材6を架け渡すことにより、土質や土圧の影響にかかわらず、複数の拡幅掘削翼4を同調させて均一に拡径させることができ、これにより、偏芯することなく掘削ロッド2を回転させることができる。
Thus, the widening excavator of the present embodiment has the widening excavating blade 4 disposed on the excavating rod 2 on which the excavating blade 1 is disposed via the rocking shaft 3, and the rotation direction of the excavating rod 2 is changed. In the widening excavator that opens the excavation blade 4 and expands the diameter, the spring 5 that biases the widening excavation blade 4 in the opening direction is provided, so that the vicinity of the widening excavation blade 4 is cylindrical due to the clay of the excavation layer. Even when integrated, the widened excavation blade 4 can be easily and reliably expanded in diameter by the force of the spring 5.
Then, by linking an interlocking member 6 for interlocking each widening excavation blade 4 to a plurality of widening excavation blades 4, the plural widening excavation blades 4 can be synchronized and spread evenly regardless of the influence of soil quality or earth pressure. The excavation rod 2 can be rotated without being eccentric.

以上、本発明の拡幅掘削装置について、複数の実施例に基づいて説明したが、本発明は上記実施例に記載した構成に限定されるものではなく、各実施例に記載した構成を適宜組み合わせたり、例えば、図7に示すように、拡幅掘削翼を上から下に開くような拡幅掘削装置にも適用し得る等、その趣旨を逸脱しない範囲において適宜その構成を変更することができる。   As mentioned above, although the widening excavator of this invention was demonstrated based on several Example, this invention is not limited to the structure described in the said Example, The structure described in each Example is combined suitably. For example, as shown in FIG. 7, the configuration can be changed as appropriate without departing from the scope of the invention, such as being applicable to a widening excavator that opens a widening excavation blade from top to bottom.

本発明の拡幅掘削装置は、拡幅掘削翼付近が掘削層の粘土質により円柱状に一体化された場合でも、容易かつ確実に拡幅掘削翼を拡径できることから、建造物の基礎等に適用される全長を拡大掘削又は部分的に拡径部を有する埋め込み杭や場所打ちコンクリート杭、杭の造成後において、拡幅掘削翼を確実に縮径して引き上げを容易にした埋め込み杭や場所打ちコンクリート杭等の造成に好適に用いることができるほか、そのほかの各種掘削装置に広く用いることができる。   The widening excavator of the present invention can be easily and surely expanded in diameter even when the vicinity of the widening excavation blade is integrated into a cylindrical shape by the clay of the excavation layer, so that it can be applied to the foundation of a building. Embedded piles and cast-in-place concrete piles that have an expanded excavation or a partially enlarged diameter part, and that have been expanded after the construction of the piles and cast-in-place concrete piles. In addition, it can be suitably used for other excavation devices.

本発明の拡幅掘削装置の第1実施例を示し、(a)は縮径時の正面図、(b)は同底面図、(c)は同平面図である。The 1st Example of the widening excavation apparatus of this invention is shown, (a) is a front view at the time of diameter reduction, (b) is the bottom view, (c) is the top view. 同実施例の拡幅掘削装置を示し、(a)は縮径時の正面図、(b)は(a)のA−A線断面図、(c)は(a)の拡径時のA−A線断面相当図である。の第2実施例の正面図である。The widening excavator of the Example is shown, (a) is a front view when the diameter is reduced, (b) is a cross-sectional view taken along the line AA of (a), and (c) is an A- when the diameter is enlarged (a). FIG. It is a front view of 2nd Example of this. 同実施例の拡幅掘削装置を示し、(a)は拡径途中の正面図、(b)は同底面図、(c)は同平面図、(d)は拡径時の正面図、(e)は同底面図、(f)は同平面図である。The widening excavator of the Example is shown, (a) is a front view in the middle of diameter expansion, (b) is the bottom view, (c) is the same plan view, (d) is a front view during diameter expansion, (e ) Is a bottom view thereof, and (f) is a plan view thereof. 本発明の拡幅掘削装置の第1実施例の変形例を示し、(a)は縮径時の平面図、(b)は拡径時の平面図、(c)は連動部材(ワイヤ)の説明図である。The modification of 1st Example of the widening excavator of this invention is shown, (a) is a top view at the time of diameter reduction, (b) is a top view at the time of diameter expansion, (c) is description of an interlocking member (wire). FIG. 本発明の拡幅掘削装置の第2実施例を示し、(a)は正面図、(b)は平面図である。The 2nd Example of the widening excavation apparatus of this invention is shown, (a) is a front view, (b) is a top view. 先の出願の拡幅掘削装置の一例を示す正面図である。It is a front view which shows an example of the widening excavation apparatus of a previous application. 先の出願の拡幅掘削装置の他の例を示し、(a)は平面図、(b)は正面図である。The other example of the widening excavator of a previous application is shown, (a) is a top view, (b) is a front view.

符号の説明Explanation of symbols

1 掘削翼
2 掘削ロッド
3 揺動軸
31 シャフト
4 拡幅掘削翼
41 ボス
41a 溝
42 スプリング受けバー
5 ばね
6 連動部材(ワイヤ)
61 固定点
62 端部金具
63 止め金具
DESCRIPTION OF SYMBOLS 1 Excavation blade 2 Excavation rod 3 Oscillating shaft 31 Shaft 4 Widening excavation blade 41 Boss 41a Groove 42 Spring receiving bar 5 Spring 6 Interlocking member (wire)
61 Fixing point 62 End bracket 63 Fastener

Claims (2)

掘削翼を配設した掘削ロッドに揺動軸を介して拡幅掘削翼を配設し、掘削ロッドの回転方向を転換することにより拡幅掘削翼を開いて拡径するようにした拡幅掘削装置において、前記拡幅掘削翼を開き方向に付勢するばねを設けたことを特徴とする拡幅掘削装置。   In the widening excavator in which the widening excavation blade is disposed on the excavation rod provided with the excavation blade via the swing shaft, and the diameter of the widening excavation blade is increased by changing the rotation direction of the excavation rod. A widening excavator characterized in that a spring for biasing the widened excavating blade in the opening direction is provided. 掘削翼を配設した掘削ロッドに揺動軸を介して拡幅掘削翼を配設し、掘削ロッドの回転方向を転換することにより拡幅掘削翼を開いて拡径するようにした拡幅掘削装置において、複数の拡幅掘削翼に、各拡幅掘削翼を連動させる連動部材を架け渡したことを特徴とする拡幅掘削装置。   In the widening excavator in which the widening excavation blade is disposed on the excavation rod provided with the excavation blade via the swing shaft, and the diameter of the widening excavation blade is increased by changing the rotation direction of the excavation rod. A widening excavator characterized in that an interlocking member for interlocking each widening excavation blade is spanned between a plurality of widening excavation blades.
JP2005092068A 2005-03-28 2005-03-28 Widening excavator Pending JP2006274578A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014043732A (en) * 2012-08-28 2014-03-13 Tekken Constr Co Ltd Drill head, drill device, and construction method of widened excavation hole

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5567286U (en) * 1978-10-30 1980-05-09
JPS5984083U (en) * 1983-09-29 1984-06-06 株式会社大阪防水建設社 Drilling equipment for large diameter holes
JPH08109787A (en) * 1994-10-11 1996-04-30 Nippon Sharyo Seizo Kaisha Ltd Method for excavation, and device therefor
JP2002155691A (en) * 2000-11-21 2002-05-31 Shigeru Okayama Excavator for pile pit

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5567286U (en) * 1978-10-30 1980-05-09
JPS5984083U (en) * 1983-09-29 1984-06-06 株式会社大阪防水建設社 Drilling equipment for large diameter holes
JPH08109787A (en) * 1994-10-11 1996-04-30 Nippon Sharyo Seizo Kaisha Ltd Method for excavation, and device therefor
JP2002155691A (en) * 2000-11-21 2002-05-31 Shigeru Okayama Excavator for pile pit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014043732A (en) * 2012-08-28 2014-03-13 Tekken Constr Co Ltd Drill head, drill device, and construction method of widened excavation hole

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