JPH0432188B2 - - Google Patents
Info
- Publication number
- JPH0432188B2 JPH0432188B2 JP28635987A JP28635987A JPH0432188B2 JP H0432188 B2 JPH0432188 B2 JP H0432188B2 JP 28635987 A JP28635987 A JP 28635987A JP 28635987 A JP28635987 A JP 28635987A JP H0432188 B2 JPH0432188 B2 JP H0432188B2
- Authority
- JP
- Japan
- Prior art keywords
- bit
- expanding
- drilling
- earth
- drill pipe
- 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.)
- Expired
Links
- 238000005553 drilling Methods 0.000 claims description 69
- 238000009412 basement excavation Methods 0.000 claims description 31
- 239000004576 sand Substances 0.000 claims description 27
- 238000000034 method Methods 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 2
- 230000008602 contraction Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000003381 stabilizer Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Landscapes
- Earth Drilling (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、アースドリル工法の場所打ち拡底杭
において、拡底掘削に利用する掘削ビツト装置に
関するものである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a drilling bit device used for bottom-expanding excavation in a cast-in-place bottom-expanding pile of the earth drilling method.
従来のアースドリル式拡底用掘削装置には、第
4図に示すように、拡掘削ビツト1を垂直軸4
a,4b回りに回転させて拡開する方式と、第5
図に示すように、下開きリンク機構を有する上部
拡掘削ビツト6と、垂直なヒンジ機構を有し横開
きする下部拡掘削ビツト7をそれぞれ個別に拡開
させる方式がある。
As shown in Fig. 4, the conventional earth drill type bottom-expanding drilling equipment has a drilling bit 1 mounted on a vertical shaft 4.
The method of expanding by rotating around a and 4b, and the fifth
As shown in the figure, there is a method in which an upper expanding digging bit 6 having a downward opening link mechanism and a lower expanding digging bit 7 having a vertical hinge mechanism and opening laterally are individually expanded.
上記の従来の拡底用掘削装置をい用いると次の
ような問題点がある。
When using the above-mentioned conventional bottom-expanding excavation equipment, there are the following problems.
第4図に示す方式では、複数の拡掘削ビツトを
同期して拡縮させるために、水平方向に油圧シリ
ンダ5を有する複雑なリンク機構を必要とし、さ
らに掘削ビツトの地山に対する切削角度が拡掘削
ビツト1の開度によつて常に変化するため、掘削
孔壁が最も不安定になる拡底形状上部の逆傾斜部
に対し、能率のよい安定した掘削が行ないがた
い。一方、第5図に示す方式では、上下部のビツ
トをそれぞれの油圧シリンダ9a,9bで個別に
動作せしめるために拡底機構が複雑化し、また、
拡底形状を全面同時に掘削することが困難であ
る。実用上では、上部拡掘削ビツト6の掘削作業
が完了した後に下部拡掘削ビツト7の掘削作業へ
移行しなければならず、掘削ないし作業能率が大
きく低下する。また、上部拡掘削ビツト6と下部
拡掘削ビツト7の掘削軌跡を円滑に接合せしめる
ためには、下部拡掘削ビツト7の拡開動作を高精
度に制御しなければならない。 The method shown in Fig. 4 requires a complicated link mechanism with hydraulic cylinders 5 in the horizontal direction in order to expand and contract multiple expanding excavation bits in synchronization. Since it constantly changes depending on the opening degree of the bit 1, it is difficult to perform efficient and stable excavation in the reverse sloped part at the top of the enlarged bottom shape, where the wall of the excavation hole is most unstable. On the other hand, in the method shown in FIG. 5, the bottom expanding mechanism becomes complicated because the upper and lower bits are individually operated by the respective hydraulic cylinders 9a and 9b.
It is difficult to excavate the entire surface of an expanded bottom shape at the same time. In practical use, after the excavation work of the upper expansion bit 6 is completed, the excavation work of the lower expansion bit 7 must be started, which greatly reduces excavation or work efficiency. Furthermore, in order to smoothly join the excavation trajectories of the upper expanding bit 6 and the lower expanding bit 7, the expanding operation of the lower expanding bit 7 must be controlled with high precision.
本発明は、上述の従来技術の問題点を解消し、
高能率で、安定性に優れた掘削作業を実現せしめ
るアースドリル式拡底用回転掘削ビツト装置を提
供するものである。 The present invention solves the problems of the prior art described above,
The present invention provides an earth drill type rotary drilling bit device for bottom expansion that realizes highly efficient and stable drilling work.
アースドリル機のケリーバの下端にドリルパイ
プを接続し、ドリルパイプ上部にピン軸で上端を
固定した上部拡掘削ビツトを垂下させ、該上部拡
掘削ビツトを油圧シリンダの油圧力で傘状に下開
きせしめるリンク機構および同期リングを設ける
と共に、ドリルパイプ下部にドリルパイプを回転
軸として揺動可能なように接合した土砂バケツト
を設け、該土砂バケツトには側面の一部が垂直な
ヒンジで横開きするように成した下部拡掘削ビツ
トを取り付け、かつ上部拡掘削ビツトの下端と下
部角掘削ビツトの上部を上下方向に摺動可能なピ
ン軸で連結して上部拡掘削ビツトの拡縮動作と下
部拡掘削ビツトの開閉動作を連動させ、ケリーバ
とドリルパイプを掘削方向に回転させ、上部拡掘
削ビツトの形状とリンク構造による動作軌跡と、
下部拡掘削ビツトの形状とヒンジ構造の動作軌跡
とで決定される形状で地山を全面掘削すると共
に、掘削土砂を下部拡掘削ビツトの前面で土砂バ
ケツト内に取り込みながら所定の拡底形状を形成
することを特徴とする。
A drill pipe is connected to the lower end of the earth drill machine's Kerry bar, and an upper drilling bit whose upper end is fixed with a pin shaft is suspended from the top of the drill pipe, and the upper drilling bit is opened downward in an umbrella shape by the hydraulic pressure of a hydraulic cylinder. In addition to providing a link mechanism and a synchronization ring, an earth and sand bucket is provided at the bottom of the drill pipe, which is connected to the drill pipe so that it can swing around the drill pipe as a rotation axis, and the earth and sand bucket is opened laterally with a hinge whose side part is perpendicular to the earth and sand bucket. Attach the lower expanding drilling bit constructed as above, and connect the lower end of the upper expanding drilling bit and the upper part of the lower corner drilling bit with a vertically slidable pin shaft to perform the expansion/contraction operation of the upper expanding drilling bit and the lower expanding drilling bit. By interlocking the opening and closing operations of the bit, the kelly bar and drill pipe are rotated in the drilling direction, and the operation trajectory is determined by the shape of the upper expanding drilling bit and the link structure.
The entire surface of the ground is excavated in a shape determined by the shape of the lower expanding excavation bit and the motion locus of the hinge structure, and the excavated soil is taken into the earth and sand bucket at the front of the lower expanding excavating bit to form a predetermined expanded bottom shape. It is characterized by
本発明は、前記の構成を有するので、上部拡掘
削ビツトと下部拡掘削ビツトのピン軸における連
結構造と、ドリルパイプ軸回りにおける土砂バケ
ツトの揺動作用により、上部拡掘削ビツトと下部
拡掘削ビツトを連動して拡開し、拡底形状の全面
を同時に掘削する。また掘削ビツト装置の全体動
作は、上部拡掘削ビツトに装備した単純な構造の
下開きリンク機構と油圧シリンダのみの作用で作
動する。
Since the present invention has the above-mentioned configuration, the upper expanding drilling bit and the lower expanding drilling bit can be connected by the connecting structure at the pin shaft of the upper expanding drilling bit and the lower expanding drilling bit, and by the rocking movement of the earth and sand bucket around the drill pipe axis. are expanded in conjunction with each other to excavate the entire surface of the expanded bottom shape at the same time. Further, the entire operation of the drilling bit device is performed only by the action of a simple downward opening link mechanism and a hydraulic cylinder provided on the upper expanding drilling bit.
上部拡掘削ビツトはドリルパイプを軸として半
径方向に張り出し、上部拡掘削ビツトが常に一定
の切削角度を保ちながら地山に貫入する。 The upper expanding drilling bit protrudes radially around the drill pipe, and the upper expanding drilling bit penetrates into the ground while always maintaining a constant cutting angle.
その結果、円滑な孔壁面を持つ拡底形状が一義
的に決定され、高能率で安定性に優れた掘削作業
が実現されることになる。 As a result, an enlarged bottom shape with a smooth hole wall surface is uniquely determined, and highly efficient and stable excavation work is realized.
以下に、図面に示す実施例について説明する。 Examples shown in the drawings will be described below.
第1図および第2図は、本発明に係わる掘削ビ
ツト装置の構造と機能を示す。第1図は拡底掘削
ビツトの収納状態、すなわち拡底掘削開始前の状
態を示し、第2図は拡底掘削ビツトの拡開状態、
すなわち拡底掘削終了時の状態を表わす。 1 and 2 show the structure and function of a drilling bit device according to the present invention. Fig. 1 shows the stored state of the bottom-expanding drilling bit, that is, the state before the start of bottom-expanding excavation, and Fig. 2 shows the expanded state of the bottom-expanding drilling bit,
In other words, it represents the state at the end of bottom-expanding excavation.
掘削ビツト装置におけるドリルパイプ23の上
端は連結ピン24でアースドリル機のケリーバと
接続して掘削ビツト装置をケリーバに懸垂させ、
ケリーバの掘削回転力をドリルパイプ23に確実
に伝達する。ドリルパイプ23の上部にはスタビ
ライザ20を装備して掘削の安定性を高める。 The upper end of the drill pipe 23 of the drilling bit device is connected to the Kelly bar of the earth drill machine by a connecting pin 24, and the drilling bit device is suspended from the Kelly bar.
To surely transmit the drilling rotational force of Kerryba to a drill pipe 23. A stabilizer 20 is installed on the upper part of the drill pipe 23 to enhance stability of drilling.
上部拡掘削ビツト17では4翼で構成され、該
上部拡掘削ビツトの上端を連結ピン26でドリル
パイプ上部に固定し垂下させ、ドリルパイプ23
と嵌合して油圧シリンダ19の作動力で上下方向
に摺動する同期リング22を設け、該同期リング
とピン軸を介して上部拡掘削ビツト17の下部を
連結リンク21で接合し、上部拡掘削ビツト17
を油圧力で下開きせしめるリンク機構を形成す
る。従つて、ドリルパイプ23の側面に配置した
1対の油圧シリンダ19の伸縮に伴い同期リング
22が上下動し、4翼の上部拡掘削ビツト17を
ドリルパイプ軸に対して半径方向に拡縮する。ド
リルパイプ23の下部にはドリルパイプ23を回
転軸として揺動可能なように接合した土砂バケツ
ト11を設け、さらに該土砂バケツトには側面の
一部が垂直なヒンジ14で横開きするように成し
たる2翼の下部拡掘削ビツト13を取り付けてい
る。なお、同期リング22とドリルパイプ23と
の間には摺動型キー部22aを設けており、掘削
回転力がドリルパイプ23から直接上部拡掘削ビ
ツト17に伝達されるだけでなく、同期リング2
2と連結リンク21を介しても伝達される。 The upper expanding drilling bit 17 is composed of four wings.
A synchronizing ring 22 is provided which is fitted with the synchronous ring 22 and slides in the vertical direction by the operating force of the hydraulic cylinder 19, and the lower part of the upper expanding drilling bit 17 is connected with the connecting link 21 via the synchronizing ring and the pin shaft. drilling bit 17
Forms a link mechanism that opens downward using hydraulic pressure. Accordingly, as the pair of hydraulic cylinders 19 disposed on the sides of the drill pipe 23 expand and contract, the synchronizing ring 22 moves up and down, expanding and contracting the four-winged upper expanding drilling bit 17 in the radial direction with respect to the drill pipe axis. At the bottom of the drill pipe 23, there is provided an earth and sand bucket 11 connected to the drill pipe 23 so that it can swing around the drill pipe 23 as a rotation axis, and furthermore, the earth and sand bucket is configured so that a part of the side surface thereof can be opened laterally by a vertical hinge 14. A two-winged lower expanding drilling bit 13 is attached. Note that a sliding key portion 22a is provided between the synchronization ring 22 and the drill pipe 23, so that not only the drilling rotational force is directly transmitted from the drill pipe 23 to the upper expanding drilling bit 17, but also the synchronization ring 2
2 and the connecting link 21 as well.
4翼の上部拡掘削ビツト17のうち、相対する
2翼の上部拡掘削ビツト17の下端には、垂直軸
回りに回転および上下方向に摺動可能な揺動ピン
16を取り付け、下部拡掘削ビツト13の上部に
設けた開閉軸15に嵌合し、上部拡掘削ビツト1
7と下部拡掘削ビツト13を互いに連結する。こ
のため、上部拡掘削ビツト17の拡開動作に伴い
開閉軸15も水平方向に張り出されるため、油圧
シリンダ19の伸縮動作で上部拡掘削ビツト17
と下部拡掘削ビツト13が同時に連動して拡縮す
ることになる。なお、油圧シリンダ19の伸縮は
地上の操作盤で操作する。 Of the four-winged upper expanding bit 17, a swing pin 16 that can rotate around a vertical axis and slide vertically is attached to the lower end of the two opposing upper expanding bits 17. 13, and the upper expansion drilling bit 1
7 and the lower expanding drilling bit 13 are connected to each other. Therefore, as the opening/closing shaft 15 is extended in the horizontal direction as the upper expanding digging bit 17 expands, the expanding/retracting action of the hydraulic cylinder 19 causes the upper expanding digging bit 17 to expand.
and the lower expansion/excavation bit 13 are simultaneously linked and expanded/contracted. Note that the expansion and contraction of the hydraulic cylinder 19 is operated from an operation panel on the ground.
掘削回転力はドリルパイプ23、連結ピン2
6、同期リング22、連結リンク21、上部拡掘
削ビツト17、揺動ピン16、開閉軸15、下部
拡掘削ビツト13、ヒンジ14を通して土砂バケ
ツト11まで伝達される。 The drilling rotational force is provided by the drill pipe 23 and the connecting pin 2.
6. It is transmitted to the earth and sand bucket 11 through the synchronization ring 22, the connection link 21, the upper expansion bit 17, the swing pin 16, the opening/closing shaft 15, the lower expansion bit 13, and the hinge 14.
第3図は、上部拡掘削ビツト17の下端に取付
けた揺動ピン16と下部拡掘削ビツト13および
土砂バケツト11の平面的な動きを示す。第3図
Aはドリルパイプ23に土砂バケツト11を固定
した場合を示し、下部拡掘削ビツト13のヒンジ
14の位置が移動できないため、下部拡掘削ビツ
ト13の拡開動作に伴い揺動ピン16と開閉軸1
5の位置がずれる。そこで第3図Bでは第3図A
の揺動ピン16と開閉軸15の位置ずれ27を解
消するためにドリルパイプ23と土砂バケツト1
1を揺動軸18で接合し、揺動ピン16を半径方
向に張り出すに従い揺動軸18で土砂バケツト1
1をドリルパイプ軸回りに所定の揺動角度28回
転してヒンジ14を拡開時のヒンジ位置14aま
で掘削回転方向にずらし、下部拡掘削ビツト13
を円滑に開く。また、第2図の油圧シリンダ19
により上部拡掘削ビツト17を縮めることで土砂
バケツト11は逆の揺動回転動作を示し下部拡掘
削ビツト13が閉じる。この機構により下部拡掘
削ビツト13の先端13aの動作軌跡29はほぼ
半径方向に伸びるゆるやかな円弧状を示し、上部
拡掘削ビツト17の半径方向に拡開する動作軌跡
によく追従して所定の拡底形状が形成される。な
お、土砂バケツト11をドリルパイプ軸回りに揺
動させても掘削作業上ならびに構造上の支障はま
つたくない。 FIG. 3 shows the two-dimensional movement of the swing pin 16 attached to the lower end of the upper expanding bit 17, the lower expanding bit 13, and the earth and sand bucket 11. FIG. 3A shows the case where the earth and sand bucket 11 is fixed to the drill pipe 23. Since the position of the hinge 14 of the lower expanding drilling bit 13 cannot be moved, the swing pin 16 and Opening/closing shaft 1
The position of 5 is shifted. Therefore, in Figure 3B, Figure 3A
In order to eliminate the misalignment 27 between the swing pin 16 and the opening/closing shaft 15, the drill pipe 23 and the sand bucket 1 are
1 is connected by a swing shaft 18, and as the swing pin 16 is extended in the radial direction, the rock bucket 1 is connected by the swing shaft 18.
1 around the axis of the drill pipe by a predetermined swing angle 28 times to shift the hinge 14 in the drilling rotation direction to the hinge position 14a at the time of expansion, and then lower the lower expansion drilling bit 13.
open smoothly. In addition, the hydraulic cylinder 19 in FIG.
By contracting the upper expanding excavation bit 17, the earth and sand bucket 11 exhibits a reverse swinging rotational motion, and the lower expanding excavation bit 13 closes. Due to this mechanism, the operating trajectory 29 of the tip 13a of the lower drilling bit 13 exhibits a gentle arc shape extending approximately in the radial direction, and closely follows the operating trajectory of the upper drilling bit 17 expanding in the radial direction to achieve a predetermined bottom expansion. A shape is formed. Incidentally, even if the earth and sand bucket 11 is swung around the axis of the drill pipe, there will be no problem in terms of excavation work or structure.
掘削は拡底形状の上部を上部拡掘削ビツト17
で行ない、掘削回転の半径方向に張り出すことに
より地山に対する掘削ビツトの切削角が最適な角
度で一定に保ちながら、上部拡掘削ビツト17の
下開き角度通りに逆傾斜部が掘削される。一方、
下部拡掘削ビツト13は拡底形状下部の掘削を行
なうと共に、掘削土砂バケツト11の内部に導く
スクレーパの役目を発揮して、土砂バケツト11
より拡がつた杭底面部の掘削土砂を土砂バケツト
11内に掻き寄せる。そして上部拡掘削ビツト1
7と共に下部拡掘削ビツト13を閉じながら掘削
土砂を確実に土砂バケツト11内に取り込む。 For excavation, use the top expansion drilling bit 17 on the top of the bottom expansion shape.
By protruding in the radial direction of the excavation rotation, the reverse slope portion is excavated according to the downward opening angle of the upper expanding excavation bit 17 while keeping the cutting angle of the excavation bit relative to the ground constant at an optimal angle. on the other hand,
The lower part expanding excavation bit 13 not only excavates the lower part of the expanded bottom shape, but also functions as a scraper to guide the excavated earth and sand into the inside of the excavated earth and sand bucket 11.
The excavated earth and sand at the bottom of the pile, which has spread further, is collected into the earth and sand bucket 11. And upper expansion drilling bit 1
While closing the lower expanding excavation bit 13 together with 7, the excavated earth and sand are surely taken into the earth and sand bucket 11.
土砂バケツト11の容量分を掘削した後、掘削
ビツト装置を地上に引き上げ、そして底板開閉レ
バー25を操作して底板12を下方に開けて掘削
土砂を排出し、所定の拡底径に拡底するまで順次
掘削を繰り返す。 After excavating the capacity of the earth and sand bucket 11, the excavation bit device is raised above the ground, and the bottom plate opening/closing lever 25 is operated to open the bottom plate 12 downward to discharge the excavated earth and sand, sequentially until the bottom is expanded to a predetermined bottom diameter. Repeat drilling.
上記実施例においては、上部拡掘削ビツトを4
翼としたので、第4図および第5図に示す2翼構
成の従来技術に比して、掘削時における装置の安
定性が増大し杭品質に対しても好都合であるが、
上部拡掘削ビツトを2翼としても本発明の目的を
達成し得ることは勿論である。 In the above embodiment, the upper expanding drilling bit is 4
The use of wings increases the stability of the equipment during excavation compared to the conventional technology with a two-wing configuration shown in Figs. 4 and 5, which is advantageous for pile quality.
Of course, the object of the present invention can also be achieved even if the upper expanding drilling bit has two wings.
本発明の拡底掘削ビツト装置を用いると、拡底
形状の地山全面を同時に掘削することができ、か
つ掘削孔壁が最も不安定になる拡底形状上部の逆
傾斜部に対し常に最適な切削角度を一定に保ちな
がら掘削ビツトを地山に貫入することができるの
で、高能率で安定した掘削が実現できる。また、
拡底機構が簡単であるので、保全性、耐久性に優
れており、装置の操作ないし制御が非常に容易で
ある。
By using the expanded bottom drilling bit device of the present invention, it is possible to excavate the entire surface of the expanded bottom shape at the same time, and always maintain the optimal cutting angle for the reverse slope at the top of the expanded bottom shape, where the wall of the borehole is most unstable. Since the drilling bit can penetrate into the ground while keeping the drilling constant, highly efficient and stable excavation can be achieved. Also,
Since the bottom expanding mechanism is simple, maintainability and durability are excellent, and the device is very easy to operate and control.
第1図Aは本発明の実施例を示す掘削ビツトの
収納状態の側面図、第1図Bは前図の底面部、第
2図Aは掘削ビツトの拡開時の側面図、第2図B
は前図の−線断面の矢視図、第3図Aはドリ
ルパイプと土砂バケツトを固定した時の掘削ビツ
ト状態の説明用底面図、第3図Bはドリルパイプ
軸回りに土砂バケツトを揺動回転したときの掘削
ビツト状態の説明用底面図である。第4図は拡掘
削ビツトを垂直軸回りに回転させて拡開する従来
の掘削装置の説明用側面図、第5図は上下の掘削
ビツトを個別に拡開させる従来の掘削装置の説明
用側面図である。
11は土砂バケツト、12は底板、13は下部
拡掘削ビツト、13aは下部拡掘削ビツト先端、
14はヒンジ、14aは拡開時のヒンジ位置、1
5は開閉軸、16は揺動ピン、17は上部拡掘削
ビツト、18は揺動軸、19は油圧シリンダ、2
0はスタビライザ、21は連結リンク、22は同
期リング、23はドリルパイプ、24は連結ピ
ン、25は底板開閉レバー、26は連結ピン、2
7は開閉軸と揺動ピンの位置ずれ、28は揺動角
度、29は下部拡掘削ビツト先端の動作軌跡。
Fig. 1A is a side view of the excavation bit in a stored state showing an embodiment of the present invention, Fig. 1B is the bottom of the previous figure, Fig. 2A is a side view of the excavation bit when it is expanded, B
is a cross-sectional view taken along the line - in the previous figure, Figure 3A is a bottom view for explaining the state of the drilling bit when the drill pipe and earth and sand bucket are fixed, and Figure 3B is a diagram showing how the earth and sand bucket is shaken around the axis of the drill pipe. FIG. 6 is an explanatory bottom view of the state of the drilling bit when it rotates. Fig. 4 is an explanatory side view of a conventional drilling rig that expands the drilling bit by rotating it around a vertical axis, and Fig. 5 is an explanatory side view of a conventional drilling rig that expands the upper and lower drilling bits individually. It is a diagram. 11 is the earth and sand bucket, 12 is the bottom plate, 13 is the lower expanding excavation bit, 13a is the tip of the lower expanding excavating bit,
14 is the hinge, 14a is the hinge position when expanded, 1
5 is an opening/closing shaft, 16 is a swing pin, 17 is an upper expansion drilling bit, 18 is a swing shaft, 19 is a hydraulic cylinder, 2
0 is a stabilizer, 21 is a connecting link, 22 is a synchronization ring, 23 is a drill pipe, 24 is a connecting pin, 25 is a bottom plate opening/closing lever, 26 is a connecting pin, 2
7 is the positional deviation between the opening/closing shaft and the swing pin, 28 is the swing angle, and 29 is the operating trajectory of the tip of the lower expanding drilling bit.
Claims (1)
大する場所打ち拡底杭の掘削において、アースド
リル機のケリーバの下端にドリルパイプを接続
し、ドリルパイプ上部にピン軸で上端を固定した
上部拡掘削ビツトを垂下させ、該上部拡掘削ビツ
トを油圧シリンダの油圧力で傘状に下開きせしめ
るリンク機構および同期リングを設けると共に、
ドリルパイプ下部にドリルパイプを回転軸として
揺動可能なように接合した土砂バケツトを設け、
該土砂バケツトには側面の一部が垂直なヒンジで
横開きするように成した下部拡掘削ビツトを取り
付け、かつ上部拡掘削ビツトの下端と下部拡掘削
ビツトの上部を上下方向に摺動可能なピン軸で連
結して上部拡掘削ビツトの拡縮動作と下部拡掘削
ビツトの開閉動作を連動させ、ケリーバとドリル
パイプを掘削方向に回転させ、上部拡掘削ビツト
の形状とリンク構造による動作軌跡と、下部拡掘
削ビツトの形状とヒンジ構造の動作軌跡とで決定
される形状で地山を全面掘削すると共に、掘削土
砂を下部拡掘削ビツトの前面で土砂バケツト内に
取り込みながら所定の拡底形状を形成することを
特徴とするアースドリル式拡底用回転掘削ビツト
装置。1. When drilling a cast-in-place expansion pile to expand the shape of the pile tip using the earth drilling method, a drill pipe is connected to the lower end of the Kerry bar of the earth drill machine, and the upper end is fixed to the top of the drill pipe with a pin shaft. In addition to providing a link mechanism and a synchronization ring that allow the bit to hang down and open the upper expanding drilling bit downward in an umbrella shape using the hydraulic pressure of a hydraulic cylinder,
An earth and sand bucket is attached to the bottom of the drill pipe so that it can swing around the drill pipe as a rotating shaft.
A lower expanding excavation bit is attached to the earth and sand bucket so that a part of the side surface can be opened laterally by a vertical hinge, and the lower end of the upper expanding excavating bit and the upper part of the lower expanding excavating bit are slidable in the vertical direction. Connected by a pin shaft, the expanding/retracting operation of the upper expanding drilling bit and the opening/closing operation of the lower expanding drilling bit are linked, and the kelly bar and drill pipe are rotated in the drilling direction, and the operation trajectory is determined by the shape of the upper expanding drilling bit and the link structure. The entire surface of the ground is excavated in a shape determined by the shape of the lower expanding excavation bit and the motion locus of the hinge structure, and the excavated soil is taken into the earth and sand bucket at the front of the lower expanding excavating bit to form a predetermined expanded bottom shape. An earth drill type rotary drilling bit device for bottom expansion, which is characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28635987A JPH01127790A (en) | 1987-11-12 | 1987-11-12 | Earth drill type rotary drilling bit device for bottom expansion |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28635987A JPH01127790A (en) | 1987-11-12 | 1987-11-12 | Earth drill type rotary drilling bit device for bottom expansion |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01127790A JPH01127790A (en) | 1989-05-19 |
| JPH0432188B2 true JPH0432188B2 (en) | 1992-05-28 |
Family
ID=17703359
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP28635987A Granted JPH01127790A (en) | 1987-11-12 | 1987-11-12 | Earth drill type rotary drilling bit device for bottom expansion |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH01127790A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100880365B1 (en) * | 2008-06-10 | 2009-01-30 | 삼보이엔씨 주식회사 | Expansion Excavation Excavator for Underwater Installation of Underwater Structures for Industrial Facilities |
| JP6770732B2 (en) * | 2016-06-24 | 2020-10-21 | 三和機材株式会社 | Expansion excavation equipment for cast-in-place piles and expansion excavation method for cast-in-place piles |
-
1987
- 1987-11-12 JP JP28635987A patent/JPH01127790A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH01127790A (en) | 1989-05-19 |
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