JP7743326B2 - Expanding Drilling Rig - Google Patents
Expanding Drilling RigInfo
- Publication number
- JP7743326B2 JP7743326B2 JP2022018746A JP2022018746A JP7743326B2 JP 7743326 B2 JP7743326 B2 JP 7743326B2 JP 2022018746 A JP2022018746 A JP 2022018746A JP 2022018746 A JP2022018746 A JP 2022018746A JP 7743326 B2 JP7743326 B2 JP 7743326B2
- Authority
- JP
- Japan
- Prior art keywords
- expansion
- drilling
- shaft
- wing
- tip
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Earth Drilling (AREA)
- Piles And Underground Anchors (AREA)
Description
本発明は、地中に形成された杭穴先端部を拡大掘削して根固め球根部を形成する工事に使用する拡大掘削装置に関する。 The present invention relates to an expansion drilling device used in construction work to expand and excavate the tip of a pile hole formed in the ground to form a root-hardening bulb.
地中に形成された杭穴先端部を拡大掘削して根固め球根部を形成する拡大掘削装置については、従来、様々な構造、機能を有するものが提案されているが、本発明に関連するものとして、例えば、特許文献1に記載された「拡大掘削装置」などがある。 A variety of structures and functions have been proposed for enlarging and excavating the tip of a pile hole formed in the ground to form a root-hardening bulb. One example of a device related to the present invention is the "enlargement excavation device" described in Patent Document 1.
特許文献1に記載された「拡大掘削装置」は、掘削ロッドの先端に掘削ロッドと一体に回転するように連結して使用するものであり、この拡大掘削装置は、掘削ロッドに連通する中空状の駆動軸と、その外周に設けられた螺旋状を呈する2枚の掘削翼と、各掘削翼の先端に取り付けられた掘削刃と、各掘削翼の螺旋に沿って設けられ、拡径状態と縮径状態に切り換え可能に構成された2枚の拡大翼とを備えている。 The "expansion drilling device" described in Patent Document 1 is used by connecting it to the tip of a drilling rod so that it rotates integrally with the drilling rod. This expansion drilling device is equipped with a hollow drive shaft connected to the drilling rod, two spiral drilling blades attached to the outer periphery of the drive shaft, drilling blades attached to the tip of each drilling blade, and two expansion blades attached along the spiral of each drilling blade and configured to be switchable between an expanded and a contracted diameter state.
2枚の拡大翼は掘削翼に連設したブラケットにピンで揺動自在に支持され、掘削ロッドを正回転させる杭孔掘削時には、土圧により、掘削翼の回転軌跡内に大部分が収容された縮径状態となり、掘削ロッドを逆回転させることにより、拡大翼が土圧を受けてピン回りに揺動し、掘削翼の回転軌跡より半径方向外方に突出した拡径状態となるように構成されている。 The two expansion wings are supported by pins on brackets connected to the drilling wings so that they can swing freely. When the drilling rod is rotated forward to excavate a pile hole, soil pressure causes the majority of the wings to be contained within the rotational path of the drilling wings, resulting in a reduced diameter state. When the drilling rod is rotated backward, the expansion wings are subjected to soil pressure and swing around the pins, expanding their diameter and protruding radially outward from the rotational path of the drilling wings.
特許文献1に記載された「拡大掘削装置」は、螺旋状を呈する2枚の掘削翼の螺旋に沿って設けられ、拡径状態と縮径状態に切り換え可能に構成された2枚の拡大翼で拡大掘削するのであるが、掘削翼に比べ拡大翼のサイズ(掘削ロッドの回転面の半径方向のサイズ)が小さいので、拡大掘削率が低いという問題がある。 The "expansion drilling device" described in Patent Document 1 performs expansion drilling using two expansion blades that are arranged along the spiral of two spiral drilling blades and are configured to be switchable between an expansion state and a contraction state. However, because the size of the expansion blades (the radial size of the rotation surface of the drilling rod) is smaller than the drilling blades, there is a problem in that the expansion drilling rate is low.
また、前記「拡大掘削装置」においては、拡大掘削率を高めるため、拡大翼のサイズを大きくすると、拡大掘削作業時に、土圧によりブラケット付近に加わる負荷が過大となり、損傷する可能性が高まるので、拡大翼のサイズを大きくして、拡大掘削率を高めることが困難であるのが実状である。 Furthermore, in the case of the above-mentioned "expansion excavation device," if the size of the expansion wings is increased in order to increase the expansion excavation rate, the load applied to the area near the bracket by earth pressure during expansion excavation work becomes excessive, increasing the possibility of damage, so the reality is that it is difficult to increase the expansion excavation rate by increasing the size of the expansion wings.
そこで、本発明が解決しようとする課題は、機械的要素のみで構成された簡素な構造であり、強度が高く、従来の拡大掘削装置より拡大掘削率の高い拡大掘削装置を提供することにある。 The problem that this invention aims to solve is to provide an expansion drilling device that has a simple structure composed only of mechanical elements, is strong, and has a higher expansion drilling rate than conventional expansion drilling devices.
本発明に係る拡大掘削装置は、
掘削ロッドの先端に掘削ロッドと一体に回転するように連結可能な掘削シャフトと、
前記掘削シャフトの外周に前記掘削シャフトの軸心と平行をなし、且つ、前記掘削シャフトの周方向に沿って等間隔に配置された複数の支軸と、
前記支軸に回動可能に取り付けられた拡大翼と、を備え、
前記掘削ロッドが正回転する杭穴掘削作業時は、土圧を受けた前記拡大翼が縮径状態を保持し、
前記掘削ロッドが逆回転する拡大掘削作業時は、土圧を受けた前記拡大翼が前記支軸回りに回動して前記拡大翼の一部が前記掘削シャフトの外周に当接するまで拡がった拡径状態を保持することを特徴とする。
The expansion drilling device according to the present invention is
a drilling shaft that can be connected to the tip of the drilling rod so as to rotate integrally with the drilling rod;
A plurality of support shafts are arranged on the outer periphery of the drilling shaft, parallel to the axis of the drilling shaft, and equally spaced along the circumferential direction of the drilling shaft;
an expansion wing rotatably attached to the support shaft,
During pile hole excavation work in which the drilling rod rotates forward, the expansion wings, which are subjected to earth pressure, maintain a contracted diameter state.
During enlarged excavation work in which the drilling rod rotates in the reverse direction, the expansion blades, subjected to earth pressure, rotate around the support shaft and maintain an expanded diameter state until a portion of the expansion blades abuts against the outer periphery of the drilling shaft.
前記拡大掘削装置においては、前記拡大翼を、前記掘削シャフトの軸心方向に沿って重なるように複数配置することができる。 In the expansion drilling device, multiple expansion wings can be arranged so that they overlap along the axial direction of the drilling shaft.
前記拡大掘削装置においては、前記拡大翼が前記拡径状態まで回動することによって剪断される拡径確認部材を設けることができる。 The expansion drilling device may be provided with an expansion confirmation member that is sheared when the expansion wing rotates to the expanded diameter state.
前記拡大掘削装置においては、前記拡大翼の上面若しくは下面の少なくとも一方に少なくとも一つのコニカルビットを設けることができる。 In the expansion drilling device, at least one conical bit can be provided on at least one of the upper and lower surfaces of the expansion wing.
本発明により、機械的要素のみで構成された簡素な構造であり、強度が高く、従来の拡大掘削装置より拡大掘削率の高い拡大掘削装置を提供することができる。 The present invention makes it possible to provide an expansion drilling device that has a simple structure consisting only of mechanical elements, is highly strong, and has a higher expansion drilling rate than conventional expansion drilling devices.
以下、図1~図5に基づいて、本発明の実施形態である拡大掘削装置100について説明する。図1~図3に示す拡大掘削装置100は、図5に示すように、駆動手段(図示せず)により正逆方向に回転駆動される駆動軸2と、駆動軸2の外周に設けられた螺旋状の掘削羽根3と、を備えた掘削ロッド1の駆動軸2の先端に掘削ロッド1と一体に回転するように連結可能な掘削シャフト10と、掘削シャフト10の外周に掘削シャフト10の軸心10cと平行をなし、且つ、掘削シャフト10の周方向に沿って等間隔に配置された複数の支軸13と、各支軸13に回動可能に取り付けられた拡大翼11と、を備えている。 The following describes an embodiment of the present invention, an expansion drilling device 100, with reference to Figures 1 to 5. As shown in Figure 5, the expansion drilling device 100 shown in Figures 1 to 3 comprises a drilling rod 1 equipped with a drive shaft 2 that is driven to rotate in forward and reverse directions by a drive means (not shown) and a spiral drilling blade 3 attached to the outer periphery of the drive shaft 2; a drilling shaft 10 that can be connected to the tip of the drive shaft 2 so as to rotate integrally with the drilling rod 1; a plurality of support shafts 13 that are parallel to the axis 10c of the drilling shaft 10 on the outer periphery of the drilling shaft 10 and are equally spaced around the periphery of the drilling shaft 10; and expansion blades 11 rotatably attached to each support shaft 13.
図1に示すように、各支軸13は軸心10cと平行な方向に離れた一対のブラケット16,16を介して掘削シャフト10の外周面から離れた位置に固定されている。図2,3に示すように、拡大翼11の平面視形状は、支軸13から離れるにつれて連続的に縮幅したテーパ形状をなし、その先端部11dは鉛直方向(軸心10c方向)と平行な平面形状をなし、基端側には先端部11dから離れる方向に突出した突起部11bと、突起部11bに隣接し、先端部11dに近づく方向に凹んだ凹部11cと、が設けられている。拡大翼11は掘削シャフト10の外周に120度間隔で3箇所に配置されているが、拡大翼11の形状、個数並びに配置間隔などは図2,図3に示す形態に限定されない。 As shown in FIG. 1, each support shaft 13 is fixed at a position away from the outer periphery of the drilling shaft 10 via a pair of brackets 16, 16 spaced apart in a direction parallel to the axis 10c. As shown in FIGS. 2 and 3, the expansion wing 11 has a tapered shape in plan view that continuously narrows with increasing distance from the support shaft 13, and its tip 11d has a planar shape parallel to the vertical direction (the direction of the axis 10c), with the base end provided with a protrusion 11b that protrudes away from the tip 11d and a recess 11c adjacent to the protrusion 11b and recessed toward the tip 11d. The expansion wings 11 are arranged at three locations at 120-degree intervals around the outer periphery of the drilling shaft 10, but the shape, number, and spacing of the expansion wings 11 are not limited to the configuration shown in FIGS. 2 and 3.
複数のブラケット16の外周において支軸13より掘削シャフト10寄りの部分には拡径確認ボルト18が配置されている。拡径確認ボルト18付近の構造や機能などについては、後の段落において、図8,図9に基づいて詳述する。 A diameter expansion confirmation bolt 18 is located on the outer periphery of each of the brackets 16, closer to the drilling shaft 10 than the support shaft 13. The structure and function of the area around the diameter expansion confirmation bolt 18 will be described in detail later with reference to Figures 8 and 9.
図1に示すように、掘削シャフト10の上端側には掘削ロッド1の駆動軸2の下端部分に連結するための六角柱状のコネクタ14aが突設され、掘削シャフト10の下端側には、図4に示す掘削ヘッド20の駆動軸21の上端側に突設されたコネクタ22が嵌入可能なコネクタ穴14bが軸心10c方向に穿設されている。 As shown in Figure 1, a hexagonal prism-shaped connector 14a protrudes from the upper end of the drilling shaft 10 for connection to the lower end of the drive shaft 2 of the drilling rod 1, and a connector hole 14b is drilled in the direction of the axis 10c from the lower end of the drilling shaft 10, into which the connector 22 protruding from the upper end of the drive shaft 21 of the drilling head 20 shown in Figure 4 can be fitted.
図1に示す拡大掘削装置100を使用する場合、図4に示すように、拡大掘削装置100の下端側に掘削ヘッド20を連結する。掘削ヘッド20は、円筒状の駆動軸21と、駆動軸21の上端側に突設された六角柱状のコネクタ22と、駆動軸21の外周に設けられた螺旋状の掘削羽根23と、を備えている。拡大掘削装置100の掘削シャフト10の下端側のコネクタ穴14bに、掘削ヘッド20の上端側のコネクタ22を嵌入し、所定の固定手段で固定することにより、拡大掘削装置100と掘削ヘッド20とが一体的に連結される。 When using the enlarged drilling device 100 shown in Figure 1, as shown in Figure 4, the drilling head 20 is connected to the lower end of the enlarged drilling device 100. The drilling head 20 comprises a cylindrical drive shaft 21, a hexagonal prism-shaped connector 22 protruding from the upper end of the drive shaft 21, and a spiral drilling blade 23 attached to the outer periphery of the drive shaft 21. The connector 22 on the upper end of the drilling head 20 is inserted into the connector hole 14b on the lower end of the drilling shaft 10 of the enlarged drilling device 100 and fixed using a predetermined fixing means, thereby connecting the enlarged drilling device 100 and the drilling head 20 together.
次に、図4に示すように、掘削ヘッド20と一体化された拡大掘削装置100を、掘削ロッド1の駆動軸2の先端に掘削ロッド1と一体に回転するように連結する。具体的には、駆動軸2の先端に穿設されたコネクタ穴4(図5参照)に、拡大掘削装置100の掘削シャフト10の上端側のコネクタ14aを嵌入し、所定の固定手段で固定することにより、掘削ロッド1と、拡大掘削装置100及び掘削ヘッド20と、が一体的に連結される。これにより、拡大掘削装置100及び掘削ヘッド20は、掘削ロッド1と一体的に回転するように連結される。 Next, as shown in Figure 4, the enlarged drilling device 100 integrated with the drilling head 20 is connected to the tip of the drive shaft 2 of the drilling rod 1 so that it rotates integrally with the drilling rod 1. Specifically, the connector 14a on the upper end of the drilling shaft 10 of the enlarged drilling device 100 is inserted into the connector hole 4 (see Figure 5) drilled at the tip of the drive shaft 2 and fixed with a predetermined fixing means, thereby integrally connecting the drilling rod 1 to the enlarged drilling device 100 and drilling head 20. As a result, the enlarged drilling device 100 and drilling head 20 are connected to rotate integrally with the drilling rod 1.
ここで、図2~図5に基づいて、拡大掘削装置100を構成する拡大翼11の機能、作用効果などについて説明する。 Here, the functions, effects, etc. of the expansion wing 11 that constitutes the expansion drilling device 100 will be explained based on Figures 2 to 5.
図5に示すように、杭穴掘削作業時は掘削ロッド1を矢線R方向に正回転させるが、このとき、図2に示すように、土圧を受けた拡大翼11の先端部11dが掘削シャフト10に接近した状態を保持するので拡大翼11は縮径状態に保たれる。従って、掘削ロッド1を矢線R方向に正回転させることにより、杭穴掘削作業を円滑に行うことができる。 As shown in Figure 5, when drilling a pile hole, the drilling rod 1 is rotated forward in the direction of arrow R. At this time, as shown in Figure 2, the tip 11d of the expansion blade 11, which is subjected to earth pressure, remains close to the drilling shaft 10, so the expansion blade 11 is kept in a reduced diameter state. Therefore, by rotating the drilling rod 1 forward in the direction of arrow R, pile hole drilling can be carried out smoothly.
一方、拡大掘削作業時は掘削ロッド1を矢線L方向に逆回転させるが、このとき、図3に示すように、土圧を受けた複数の拡大翼11がそれぞれ支軸13回りに回動して拡大翼11の突起部11bが掘削シャフト10の外周に当接するまで拡がっていき、図3に示すように、手裏剣状をなす拡径状態に保たれる。従って、掘削羽根23(図5参照)より大きな回転半径を描いて矢線L方向に回転する複数の拡大翼11により、図5に示す地盤中に形成された杭穴Hの拡大翼11の周囲の地盤が拡大掘削され、杭穴Hより内径の大きな根固め球根部(図示せず)が形成される。 On the other hand, during enlargement excavation work, the drill rod 1 is rotated in the reverse direction of arrow L. At this time, as shown in Figure 3, the multiple expansion wings 11, under soil pressure, rotate around the support shaft 13, expanding until the protrusions 11b of the expansion wings 11 abut the outer periphery of the drilling shaft 10, and are maintained in an expanded, shuriken-shaped state as shown in Figure 3. Therefore, the multiple expansion wings 11 rotating in the direction of arrow L with a larger rotation radius than the drilling blades 23 (see Figure 5), enlarge and excavate the ground around the expansion wings 11 of the pile hole H formed in the ground as shown in Figure 5, forming a root compaction bulb (not shown) with an inner diameter larger than that of the pile hole H.
前述したように、図3に示す拡大掘削装置100の拡大翼11は大きな回転半径を描いて矢線L方向に回転して杭穴H(図5参照)の周囲の地盤を拡大掘削するので、従来の拡大掘削装置より拡大掘削率を高めることができる。また、拡大翼11が矢線L方向に回転して地盤を掘削するときに突起部11bに生じる土圧の反力は掘削シャフト10の外周(突起部11bが当接している部分)で支えるので、損傷し難く、簡素な構造でありながら、高強度を発揮する。 As mentioned above, the expansion wing 11 of the expansion drilling device 100 shown in Figure 3 rotates in the direction of arrow L with a large radius of rotation to expand and excavate the ground around the pile hole H (see Figure 5), thereby achieving a higher expansion excavation rate than conventional expansion drilling devices. Furthermore, when the expansion wing 11 rotates in the direction of arrow L to excavate the ground, the reaction force of the earth pressure generated on the protrusion 11b is supported by the outer periphery of the drilling shaft 10 (the portion where the protrusion 11b abuts), making it less susceptible to damage and providing high strength despite its simple structure.
また、図3に示すように、支軸13は掘削シャフト10の外周から離れた位置に配置されているので、支軸13と反力点(突起部11b)との間に溜まった土砂が、拡大翼11が拡径するときに噛むことがなく、スムーズな拡径動作を確保することができる。 Furthermore, as shown in Figure 3, the support shaft 13 is positioned away from the outer periphery of the drilling shaft 10, so that soil and sand accumulated between the support shaft 13 and the reaction point (protrusion 11b) does not get caught when the expansion blade 11 expands, ensuring smooth expansion operation.
拡大掘削作業が終了後、掘削ロッド1(図5参照)を矢線R方向に正回転させると、土圧を受けた複数の拡大翼11はそれぞれ図1,図2に示す縮径状態に戻るので、拡大掘削装置100及び掘削ヘッド20は掘削ロッド1とともに容易に地上に引き上げることができる。 After the expansion drilling operation is completed, the drilling rod 1 (see Figure 5) is rotated forward in the direction of arrow R, causing the multiple expansion wings 11, which have received earth pressure, to return to the reduced diameter state shown in Figures 1 and 2, allowing the expansion drilling device 100 and drilling head 20, together with the drilling rod 1, to be easily raised to the ground.
拡大掘削装置100を構成する拡大翼11は、掘削ロッド1を介して掘削シャフト10を逆回転させたり、正回転させたりするだけで、拡径したり、縮径したりするので、油圧系、電気系の動作システムが不要である。このため、拡大掘削装置100は機械的要素のみで構成することができ、構造も簡素である。 The expansion blades 11 that make up the expansion drilling device 100 expand or contract in diameter simply by rotating the drilling shaft 10 in the forward or reverse direction via the drilling rod 1, so no hydraulic or electrical operating systems are required. Therefore, the expansion drilling device 100 can be constructed solely from mechanical elements, and its structure is simple.
次に、図6~図9に基づいて、その他の実施形態である拡大掘削装置200について説明する。なお、拡大掘削装置200において、前述した拡大掘削装置100と共通する部分については図1~図5中に示す符号と同符号を付して説明を省略する。 Next, another embodiment of the expansion drilling device 200 will be described with reference to Figures 6 to 9. Note that parts of the expansion drilling device 200 that are common to the expansion drilling device 100 described above will be assigned the same reference numerals as those shown in Figures 1 to 5, and descriptions thereof will be omitted.
図6は拡大掘削装置200に掘削ヘッド20を一体的に連結した状態を示している。図6に示すように、拡大掘削装置200においては、図1に示す拡大掘削装置100の拡大翼11の位置に上部拡大翼11並びに下部拡大翼12を配置している。上部拡大翼11並びに下部拡大翼12は掘削シャフト10の軸心10c方向に沿って重ねて配置され、支軸13及びブラケット16を介して掘削シャフト10の外周に取り付けられている。 Figure 6 shows the drilling head 20 integrally connected to the expansion drilling device 200. As shown in Figure 6, in the expansion drilling device 200, an upper expansion wing 11 and a lower expansion wing 12 are arranged in the position of the expansion wing 11 of the expansion drilling device 100 shown in Figure 1. The upper expansion wing 11 and the lower expansion wing 12 are arranged one above the other along the axial center 10c of the drilling shaft 10, and are attached to the outer periphery of the drilling shaft 10 via a support shaft 13 and a bracket 16.
上部拡大翼11並びに下部拡大翼12は互いに干渉することなく、支軸13周りに回動可能である。上部拡大翼11並びに下部拡大翼12の形状、機能などは、図2,図3に示す拡大翼11と同様であり、上部拡大翼11並びに下部拡大翼12は互いに同様の構造、機能等を有している。 The upper and lower expansion wings 11 and 12 can rotate around the support shaft 13 without interfering with each other. The shape and function of the upper and lower expansion wings 11 and 12 are similar to those of the expansion wings 11 shown in Figures 2 and 3, and the upper and lower expansion wings 11 and 12 have similar structures, functions, etc.
拡大掘削装置200の使い方は図5に示す拡大掘削装置100と同様である。図7に示すように、拡大掘削装置200は、掘削ヘッド20とともに、掘削ロッド1の先端部分に掘削ロッド1と一体的に回転するように連結して使用される。 The expansion drilling device 200 is used in the same way as the expansion drilling device 100 shown in Figure 5. As shown in Figure 7, the expansion drilling device 200, together with the drilling head 20, is connected to the tip of the drilling rod 1 so that it rotates integrally with the drilling rod 1.
拡大掘削装置200を構成する上部拡大翼11並びに下部拡大翼12は、掘削ロッド1を介して掘削シャフト10を逆回転させたり、正回転させたりするだけで、図2,図3に示す拡大翼11と同様に拡径したり、縮径したりするので、油圧系、電気系の動作システムが不要である。このため、拡大掘削装置200は機械的要素のみで構成することができ、構造も簡素である。 The upper and lower expansion wings 11 and 12 that make up the expansion drilling device 200 expand or contract in diameter in the same way as the expansion wings 11 shown in Figures 2 and 3, simply by rotating the drilling shaft 10 in the forward or reverse direction via the drilling rod 1, so no hydraulic or electrical operating systems are required. Therefore, the expansion drilling device 200 can be constructed using only mechanical elements, and its structure is simple.
上部拡大翼11並びに下部拡大翼12は支軸13を共有して掘削シャフト10の軸心10c方向に沿って重なるように配置され、上部拡大翼11並びに下部拡大翼12は同様の構造、機能等を有しているので、拡大掘削作業の効率化に有効である。 The upper expansion wing 11 and the lower expansion wing 12 share a support shaft 13 and are arranged so that they overlap along the axis 10c of the drilling shaft 10. The upper expansion wing 11 and the lower expansion wing 12 have similar structures, functions, etc., which is effective in improving the efficiency of expansion drilling work.
図8,図9に示すように、拡大掘削装置200においては、ブラケット16の外周の支軸13より掘削シャフト10寄りの部分にナット17が固着されている。ナット17は、その軸心方向が支軸13と平行をなすように固着され、合成樹脂製の拡径確認ボルト18がナット17に螺着されている。 As shown in Figures 8 and 9, in the expansion drilling device 200, a nut 17 is fixed to the outer periphery of the bracket 16, closer to the drilling shaft 10 than the support shaft 13. The nut 17 is fixed so that its axis is parallel to the support shaft 13, and a synthetic resin expansion confirmation bolt 18 is threaded onto the nut 17.
上部拡大翼11並びに下部拡大翼12が縮径状態にあるとき、拡径確認ボルト18の先端部18aは、上部拡大翼11並びに下部拡大翼12から離れた状態にあるが、拡径確認ボルト18の先端部18aは上部拡大翼11並びに下部拡大翼12が拡径状態まで回動するときの動作領域内に位置している。従って、上部拡大翼11並びに下部拡大翼12が拡径状態まで回動すると拡径確認ボルト18の先端部18a側が剪断される。 When the upper expansion wing 11 and lower expansion wing 12 are in a reduced diameter state, the tip 18a of the expansion confirmation bolt 18 is separated from the upper expansion wing 11 and lower expansion wing 12, but the tip 18a of the expansion confirmation bolt 18 is located within the operating range when the upper expansion wing 11 and lower expansion wing 12 rotate to their expanded diameter state. Therefore, when the upper expansion wing 11 and lower expansion wing 12 rotate to their expanded diameter state, the tip 18a of the expansion confirmation bolt 18 is sheared.
即ち、図9に示すように、上部拡大翼11が拡径状態まで回動していく過程において、上部拡大翼11の凹部11cがナット17の下方を通過するきに、凹部11cとナット17との間に生じる剪断作用により、拡径確認ボルト18の先端部18a側が剪断される。この剪断作用は下部拡大翼12においても同様に生じる。 That is, as shown in Figure 9, as the upper expansion wing 11 rotates to its expanded state, when the recess 11c of the upper expansion wing 11 passes under the nut 17, a shearing action occurs between the recess 11c and the nut 17, shearing the tip 18a of the expansion confirmation bolt 18. This shearing action also occurs in the lower expansion wing 12.
従って、拡大掘削作業が終了し、地上に引き上げられた拡大掘削装置200の拡径確認ボルト18の剪断の有無を目視確認することにより、拡大掘削作業中に上部拡大翼11並びに下部拡大翼12が拡径したか否かを確認することができる。これにより、杭穴Hの先端部に所定の大きさの根固め球根部が形成されたか否かを確認することができる。先端部18a側が剪断された拡径確認ボルト18をナット17から取り外し、新たな拡径確認ボルト18をナット17に螺着すれば、拡径確認手段としての機能が再生される。 Therefore, after the enlargement excavation work is completed and the enlargement excavation device 200 is raised to the ground, visually checking for shearing of the expansion confirmation bolt 18 makes it possible to confirm whether the upper expansion wing 11 and the lower expansion wing 12 have expanded during the enlargement excavation work. This makes it possible to confirm whether a root protection bulb of the specified size has been formed at the tip of the pile hole H. By removing the expansion confirmation bolt 18 with its tip 18a sheared from the nut 17 and screwing a new expansion confirmation bolt 18 into the nut 17, the function as an expansion confirmation means is restored.
なお、前述した、図2,図3中に示す拡径確認ボルト18も、図8,図9に示すナット17並びに拡径確認ボルト18と同様に設けられており、図8,図9中の拡径確認ボルト18と同様の作用効果を発揮する。 The aforementioned diameter expansion confirmation bolt 18 shown in Figures 2 and 3 is provided in the same manner as the nut 17 and diameter expansion confirmation bolt 18 shown in Figures 8 and 9, and exhibits the same effects as the diameter expansion confirmation bolt 18 in Figures 8 and 9.
拡大掘削作業が終了した後、掘削ロッド1(図7参照)を矢線R方向に正回転させると、上部拡大翼11並びに下部拡大翼12は図6,図7に示す縮径状態に戻るので、拡大掘削装置200の引き上げ作業は容易である。 After the expansion drilling operation is completed, the drilling rod 1 (see Figure 7) is rotated forward in the direction of arrow R, causing the upper expansion wing 11 and lower expansion wing 12 to return to the reduced diameter state shown in Figures 6 and 7, making it easy to pull up the expansion drilling device 200.
次に、図10に基づいて、その他の実施形態である拡大掘削装置300について説明するが、拡大掘削装置300において前述した拡大掘削装置200と共通する部分については図6~図9中に示す符号と同符号を付して説明を省略する。 Next, another embodiment, the expansion drilling device 300, will be described with reference to Figure 10. However, parts of the expansion drilling device 300 that are common to the expansion drilling device 200 described above will be assigned the same reference numerals as those shown in Figures 6 to 9, and descriptions thereof will be omitted.
図10に示すように、拡大掘削装置300においては、上部拡大翼11の上面11a及び下部拡大翼12の下面12bにそれぞれ複数のコニカルビット19を設けている。コニカルビット19はそれぞれ台座19aを介して溶接されている。 As shown in Figure 10, the expansion drilling device 300 has multiple conical bits 19 on the upper surface 11a of the upper expansion wing 11 and the lower surface 12b of the lower expansion wing 12. Each conical bit 19 is welded via a pedestal 19a.
上部拡大翼11の上面11aの複数のコニカルビット19の尖端部19bは、掘削シャフト10が矢線L方向に逆回転するとき、矢線Lの上方に向かうとともに、掘削シャフト10から離れる方向に向かうように傾斜して配置されている。 The tips 19b of the multiple conical bits 19 on the upper surface 11a of the upper expansion wing 11 are inclined so that when the drilling shaft 10 rotates in the reverse direction of arrow L, they point upward along arrow L and away from the drilling shaft 10.
下部拡大翼12の下面12bの複数のコニカルビット19の尖端部19bは、掘削シャフト10が矢線L方向に逆回転するとき、矢線Lの下方に向かうとともに、掘削シャフト10から離れる方向に向かうように傾斜して配置されている。 The tips 19b of the multiple conical bits 19 on the underside 12b of the lower expansion wing 12 are inclined so that when the drilling shaft 10 rotates in the reverse direction of arrow L, they point downward along arrow L and away from the drilling shaft 10.
図10に示すように、上部拡大翼11の上面11a及び下部拡大翼12の下面12bにそれぞれ複数のコニカルビット19を設けたことにより、上部拡大翼11及び下部拡大翼12の拡径動作並びに縮径動作の迅速化及び確実化を図ることができ、拡大掘削作業の効率化にも有効である。 As shown in Figure 10, by providing multiple conical bits 19 on the upper surface 11a of the upper expansion wing 11 and the lower surface 12b of the lower expansion wing 12, the expansion and contraction movements of the upper expansion wing 11 and the lower expansion wing 12 can be made faster and more reliable, which is also effective in improving the efficiency of expansion excavation work.
なお、図1~図10に基づいて説明した拡大掘削装置100,200,300は、本発明に係る拡大掘削装置を例示するものであり、本発明に係る拡大掘削装置は前述した拡大掘削装置100,200,300に限定されない。 Note that the expansion drilling devices 100, 200, and 300 described based on Figures 1 to 10 are examples of expansion drilling devices according to the present invention, and the expansion drilling devices according to the present invention are not limited to the expansion drilling devices 100, 200, and 300 described above.
本発明に係る拡大掘削装置は、地中に形成された杭穴先端部を拡大掘削して根固め球根部を形成する工事を施工する装置として、土木建築業などの分野において広く利用することができる。 The excavation device according to the present invention can be widely used in fields such as civil engineering and construction as a device for excavating and enlarging the tip of a pile hole formed in the ground to form a root-hardening bulb.
1 掘削ロッド
2,21 駆動軸
3,23 掘削羽根
4,14b コネクタ穴
10 掘削シャフト
10c 軸心
11 拡大翼(上部拡大翼)
11a 上面
11b 突起部
11c 凹部
11d 先端部
12 下部拡大翼
12b 下面
13 支軸
14a,22 コネクタ
16 ブラケット
17 ナット
18 拡径確認ボルト
18a 先端部
19 コニカルビット
19a 台座
19b 尖端部
20 掘削ヘッド
100,200,300 拡大掘削装置
1 Drilling rod 2, 21 Drive shaft 3, 23 Drilling blade 4, 14b Connector hole 10 Drilling shaft 10c Axis center 11 Expansion blade (upper expansion blade)
11a Upper surface 11b Protrusion 11c Recess 11d Tip 12 Lower expansion wing 12b Lower surface 13 Support shaft 14a, 22 Connector 16 Bracket 17 Nut 18 Expansion confirmation bolt 18a Tip 19 Conical bit 19a Base 19b Point 20 Drilling head 100, 200, 300 Expansion drilling device
Claims (4)
前記掘削シャフトの外周に前記掘削シャフトの軸心と平行をなし、且つ、前記掘削シャフトの周方向に沿って等間隔に配置された複数の支軸と、
前記支軸に回動可能に取り付けられ、基端側に先端部から離れる方向に突出した突起部が設けられた拡大翼と、を備え、
前記掘削ロッドが正回転する杭穴掘削作業時は、土圧を受けた前記拡大翼が前記掘削シャフトに当接して前記拡大翼の先端部が前記掘削シャフトに接近した縮径状態を保持し、
前記掘削ロッドが逆回転する拡大掘削作業時は、土圧を受けた前記拡大翼が前記支軸回りに回動して前記拡大翼の前記突起部が前記掘削シャフトの外周面に当接するまで拡がって前記掘削シャフトの外周面で土圧の反力を支えて拡径状態を保持することを特徴とする拡大掘削装置。 a drilling shaft that can be connected to the tip of the drilling rod so as to rotate integrally with the drilling rod;
A plurality of support shafts are arranged on the outer periphery of the drilling shaft, parallel to the axis of the drilling shaft, and equally spaced along the circumferential direction of the drilling shaft;
an expansion wing rotatably attached to the support shaft and having a protrusion on the base end side that protrudes in a direction away from the tip end,
During pile hole excavation work in which the drilling rod rotates forward, the expansion wing, which receives earth pressure, abuts against the drilling shaft, and the tip of the expansion wing maintains a reduced diameter state in which it is close to the drilling shaft,
During enlarged excavation work in which the drilling rod rotates in the reverse direction, the expansion wing rotates around the support shaft under the influence of earth pressure, and expands until the protrusion of the expansion wing abuts the outer peripheral surface of the drilling shaft , thereby supporting the reaction force of the earth pressure with the outer peripheral surface of the drilling shaft and maintaining the expanded diameter state.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2022018746A JP7743326B2 (en) | 2022-02-09 | 2022-02-09 | Expanding Drilling Rig |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2022018746A JP7743326B2 (en) | 2022-02-09 | 2022-02-09 | Expanding Drilling Rig |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2023116136A JP2023116136A (en) | 2023-08-22 |
| JP7743326B2 true JP7743326B2 (en) | 2025-09-24 |
Family
ID=87579541
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2022018746A Active JP7743326B2 (en) | 2022-02-09 | 2022-02-09 | Expanding Drilling Rig |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP7743326B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2025114453A (en) * | 2024-01-24 | 2025-08-05 | 日本コンクリート工業株式会社 | Expanding Drilling Rig |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001288735A (en) | 2000-04-04 | 2001-10-19 | Sekisui House Ltd | Ground improvement stirrer |
| JP2002155691A (en) | 2000-11-21 | 2002-05-31 | Shigeru Okayama | Excavator for pile pit |
| CN113153161A (en) | 2021-03-05 | 2021-07-23 | 广州市建筑科学研究院有限公司 | Hard rock cutting drill bit for heel-pipe pile while drilling and construction method |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3859817B2 (en) * | 1997-06-17 | 2006-12-20 | 旭化成建材株式会社 | Expansion head for excavation |
-
2022
- 2022-02-09 JP JP2022018746A patent/JP7743326B2/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001288735A (en) | 2000-04-04 | 2001-10-19 | Sekisui House Ltd | Ground improvement stirrer |
| JP2002155691A (en) | 2000-11-21 | 2002-05-31 | Shigeru Okayama | Excavator for pile pit |
| CN113153161A (en) | 2021-03-05 | 2021-07-23 | 广州市建筑科学研究院有限公司 | Hard rock cutting drill bit for heel-pipe pile while drilling and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2023116136A (en) | 2023-08-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP5605940B2 (en) | Construction management method of root-fixed bulb part and expansion excavator used therefor | |
| AU2014242058B2 (en) | Break-away screw ground anchor | |
| CN104695437A (en) | Curved Blade Spiral Ground Anchors | |
| JP7743326B2 (en) | Expanding Drilling Rig | |
| CN212716442U (en) | Down-the-hole reaming drilling tool | |
| KR20090054192A (en) | Drill Bits | |
| KR20210117910A (en) | Order wall installation device and order wall installation method for constructing ground drilling and order wall using ground excavator at the same time | |
| JP2005315050A (en) | Rotary buried pile | |
| KR102097904B1 (en) | Rotating steel pipe pile | |
| JP7793582B2 (en) | Expanding Drilling Rig | |
| JP6151604B2 (en) | Drilling tool and swing control pipe | |
| CN216617439U (en) | Quick-acting connector for spiral drilling machine | |
| JP6505811B1 (en) | Resistance pile | |
| JP2021063356A (en) | Manufacturing method of rotary penetration steel pipe pile with tip blade | |
| JPH1171981A (en) | Drilling tool | |
| JP2025114453A (en) | Expanding Drilling Rig | |
| JP2025077324A (en) | Expanding Drilling Rig | |
| JP2000282773A (en) | Enlarged head for drilling method | |
| JP3670377B2 (en) | Cross slit excavation method and tool | |
| KR20130035069A (en) | Excavator blade connected steel pipe for rotating and interpenetrating | |
| JP4472373B2 (en) | Widening drilling rig | |
| JP2009275443A (en) | Expansion confirmation method for expansion head | |
| CN219220298U (en) | Cone bit | |
| JP2020125646A (en) | Drilling tool | |
| JP7745319B1 (en) | Steel pipe pile tip member |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20240501 |
|
| A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20241224 |
|
| A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20241226 |
|
| A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20250128 |
|
| A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20250401 |
|
| A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20250512 |
|
| TRDD | Decision of grant or rejection written | ||
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20250902 |
|
| A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20250910 |
|
| R150 | Certificate of patent or registration of utility model |
Ref document number: 7743326 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |