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JPH047800B2 - - Google Patents
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JPH047800B2 - - Google Patents

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Publication number
JPH047800B2
JPH047800B2 JP22268886A JP22268886A JPH047800B2 JP H047800 B2 JPH047800 B2 JP H047800B2 JP 22268886 A JP22268886 A JP 22268886A JP 22268886 A JP22268886 A JP 22268886A JP H047800 B2 JPH047800 B2 JP H047800B2
Authority
JP
Japan
Prior art keywords
bucket
spline shaft
spline
center pipe
bit
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
Application number
JP22268886A
Other languages
Japanese (ja)
Other versions
JPS6378916A (en
Inventor
Hachiro Inoe
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP22268886A priority Critical patent/JPS6378916A/en
Publication of JPS6378916A publication Critical patent/JPS6378916A/en
Publication of JPH047800B2 publication Critical patent/JPH047800B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Earth Drilling (AREA)
  • Piles And Underground Anchors (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は場所打ちコンクリート抗を築造する際
に、一定の径に掘削した円筒状の杭孔径を円錐状
に拡径して、地耐力を増加させる所謂拡底掘削機
に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] When constructing a cast-in-place concrete shaft, the present invention improves the soil bearing capacity by expanding a cylindrical pile hole drilled to a certain diameter into a conical shape. This is related to the so-called bottom-expanding excavator.

[従来の技術] 拡底掘削機として本出願人は先に特願昭60−
118191号を出願した。これは第11〜14図に示
したように円筒状のバケツト1と、該バケツト1
の軸心部に取付けられているセンターパイプ2
と、該センターパイプ2に出入可能に嵌挿された
スプラインシヤフト3と、該スプラインシヤフト
3に回転可能かつスラスト方向に固定した状態で
取付けられたクロスヘツド4と、該クロスヘツド
4に上端部を係止された2本の連結ロツド5,5
と、該連結ロツド5,5の下端部に取付けられた
2個の拡翼ビツト6,6と、該拡翼ビツト6,6
を前記センターパイプ2に沿つて上下方向にガイ
ドし、該センターパイプ2の下方にガイドしたと
きに、これら拡翼ビツト6,6をバケツト1の周
面対向部に設けた一対の開口部1a,1aから突
出させ、センターパイプ2の上方にガイドしたと
きに拡翼ビツト6,6をバケツト1のほぼ径内に
収める様に軸心に対して傾斜した2本のガイドレ
ール7,7と、前記スプラインシヤフト3の外周
に嵌合されたスプラインスリーブ8と、該スプラ
インスリーブ8にアーム9を介して取付けられて
いて、前記バケツト1の周面に設けた開口部1a
を開閉する回動蓋10を備えている。そして前記
スプラインスリーブ8の内周面には、前記スプラ
インシヤフト3の外周面に設けた螺旋状の凸条1
1と噛合する螺旋条の凸条12を設ける一方、セ
ンターパイプ2の上部内周面にも、凸条11と噛
合する螺旋状の凸条13を設けてある。
[Prior art] As a bottom-expanding excavator, the present applicant previously filed a patent application in 1980-
No. 118191 was filed. As shown in FIGS. 11 to 14, this consists of a cylindrical bucket 1 and a bucket 1.
Center pipe 2 attached to the shaft center of
, a spline shaft 3 fitted in and out of the center pipe 2, a crosshead 4 rotatably attached to the spline shaft 3 and fixed in the thrust direction, and an upper end of which is locked to the crosshead 4. Two connecting rods 5,5
, two wing expansion bits 6, 6 attached to the lower ends of the connecting rods 5, 5, and the wing expansion bits 6, 6.
When guided vertically along the center pipe 2 and guided downward of the center pipe 2, the expanded wing bits 6, 6 are inserted through a pair of openings 1a, 1a provided on the circumferential surface of the bucket 1, facing each other. Two guide rails 7, 7 which are inclined with respect to the axis so that the wing expansion bits 6, 6 are accommodated approximately within the diameter of the bucket belt 1 when they are projected and guided above the center pipe 2, and the spline shaft 3. a spline sleeve 8 fitted to the outer periphery of the bag; and an opening 1a provided on the circumference of the bucket 1, which is attached to the spline sleeve 8 via an arm 9.
It is equipped with a rotating lid 10 that opens and closes. The inner peripheral surface of the spline sleeve 8 is provided with a spiral protrusion 1 provided on the outer peripheral surface of the spline shaft 3.
A spiral protrusion 12 that engages with the protrusion 11 is provided, and a spiral protrusion 13 that engages with the protrusion 11 is also provided on the upper inner circumferential surface of the center pipe 2.

そして第12図に仮想線で示したように拡翼ビ
ツト6,6をガイドレール7,7の上方に移動さ
せた状態で、この拡底掘削機を、予めバケツト1
の直径と略同径に形成されている杭孔14内に挿
入してバケツト1を杭孔14の底部に載置し、ス
プラインシヤフト3に右方向の回転力と垂力を与
えながら、これをセンターパイプ2内に挿入して
いけば、先ず回動蓋10,10が開き、次にバケ
ツト1乃至拡翼ビツト6,6が回転し、前記杭孔
14の周面を掘削し、かつ掘削した土砂を開口部
1a,1aからバケツト1内に取り込む。このよ
うにして所要量の拡底掘削を行つたら今度はスプ
ラインシヤフト3に前とは逆方向(左方向)の回
転力を与えながらこれをセンターパイプ2内から
引き出せば、先ず拡翼ビツト6,6がガイドレー
ル7,7の上方に移動して円筒状のバケツト1の
直径の範囲内に収まつた状態になり、次に段部1
3aの存在により回動蓋10,10が閉じられた
状態になるので、この状態の下で拡底掘削機を杭
孔14内から引き抜いて孔外に排出する。この操
作を繰り返して、拡翼ビツト6,6をガイドレー
ル7,7の最下部に達せしめて、拡底掘削を完了
する。
Then, as shown by the imaginary lines in FIG.
The bucket 1 is inserted into the pile hole 14 which is formed to have approximately the same diameter as the diameter of the bucket 1, and is placed on the bottom of the pile hole 14. When the pile is inserted into the center pipe 2, the rotary lids 10, 10 open, and then the bucket 1 and the wing bits 6, 6 rotate to excavate the circumferential surface of the pile hole 14, and the excavated soil is taken into the bucket 1 through the openings 1a, 1a. After the required amount of bottom expansion excavation has been carried out in this way, the spline shaft 3 is pulled out from inside the center pipe 2 while applying rotational force in the opposite direction (to the left) to the front. moves above the guide rails 7, 7 until it is within the diameter of the cylindrical bucket 1, and then the stepped portion 1
3a brings the rotary lids 10, 10 into a closed state, and in this state, the bottom-expanding excavator is pulled out from inside the pile hole 14 and discharged out of the hole. This operation is repeated until the wing expansion bits 6, 6 reach the lowest part of the guide rails 7, 7, and the bottom expansion excavation is completed.

実際の施工では、軸穴の底部に本機を吊下し、
拡底掘削を始める前に左回転を与えて、軸孔底部
の残存、土砂、スライム等を取り込み、その後右
回転により拡底掘削を行う。この場合左回転で垂
力を加えても、スプラインの段部11a,11b
が嵌合しているので拡翼ビツト6,6はスライド
せず、左回転させる事が出来る。なお、拡底掘削
機の杭孔14への挿入、抜出およびスプラインシ
ヤフト3の回転は図外ケリーバによつて、3部の
ソケツトに接続し、クレーン装置によつて行う。
During actual construction, the machine is suspended from the bottom of the shaft hole.
Before starting the bottom expansion excavation, the shaft is rotated to the left to take in the remaining soil, sand, slime, etc. at the bottom of the shaft hole, and then the bottom is expanded by turning to the right. In this case, even if a vertical force is applied by rotating to the left, the stepped portions 11a and 11b of the spline
are fitted, so the wing expansion bits 6, 6 do not slide and can be rotated to the left. The insertion and extraction of the bottom-expanding excavator into and out of the pile hole 14 and the rotation of the spline shaft 3 are performed by a crane device connected to three sockets by means of a kely bar (not shown).

[発明が解決しようとする問題点] ところで上記従来の拡底掘削機にあつては、第
11図に示したようにスプラインスリーブ8を、
センターパイプ2の上端に重ね合わせ、かつアー
ム9をバケツト1の上部に取付けたセンターパイ
プ支持枠15上に載置する構成になつていたため
に次に述べるような問題点があつた。
[Problems to be Solved by the Invention] By the way, in the above-mentioned conventional bottom-expanding excavator, as shown in FIG.
Since the structure was such that the center pipe 2 was placed on top of the upper end of the center pipe 2 and the arm 9 was placed on the center pipe support frame 15 attached to the top of the bucket 1, the following problems occurred.

(1) バケツト1がセンターパイプ2を内包してい
るので、バケツト1が大型になる。
(1) Since the bucket 1 includes the center pipe 2, the bucket 1 becomes large.

(2) バケツト1が大型になると、当然のことなが
ら拡底掘削機の総重量が大となり、拡底掘削機
を操作するクレーン装置も大型のものが必要に
なる。
(2) As the bucket 1 becomes larger, the total weight of the bottom-expanding excavator naturally increases, and a larger crane device is required to operate the bottom-expanding excavator.

(3) バケツト1と共に回動蓋10も大型になり、
重くなるので該回動蓋10の開閉操作性が鈍重
となる。
(3) Along with the bucket 1, the rotating lid 10 also becomes larger.
Since it is heavy, the opening/closing operation of the rotary lid 10 becomes sluggish.

本発明は上記従来の問題点を解決することを目
的として為されたものである。
The present invention has been made for the purpose of solving the above-mentioned conventional problems.

[問題点を解決するための手段] 第6図、第7図、第8図、第9図、第10図の
様に、スプラインスリーブ8を、センターパイプ
2内に回転可能に嵌合して取付けると共に、該ス
プラインスリーブ8の上部内周面には、前記スプ
ラインシヤフト3の外周面に設けた螺旋状の凸条
11と噛合する螺旋状の凸条12を設ける一方、
センターパイプ2の上部内周面には、前記スプラ
インシヤフト3の凸条11と噛合う凸条13を設
け、スプラインシヤフト3の凸条11は下端近傍
に設けた段部11a,11bを有し、この段部1
1a,11bがセンターパイプの凸条13と噛合
つた時には、回動間隙を有するよう形成されてい
る。
[Means for solving the problem] As shown in FIGS. 6, 7, 8, 9, and 10, the spline sleeve 8 is rotatably fitted into the center pipe 2 and installed. In addition, a spiral protrusion 12 is provided on the upper inner peripheral surface of the spline sleeve 8 to engage with a spiral protrusion 11 provided on the outer peripheral surface of the spline shaft 3.
The upper inner peripheral surface of the center pipe 2 is provided with a protrusion 13 that engages with the protrusion 11 of the spline shaft 3, and the protrusion 11 of the spline shaft 3 has stepped portions 11a and 11b provided near its lower end. Stepped part 1
When 1a and 11b are engaged with the protrusion 13 of the center pipe, they are formed to have a rotation gap.

[作用] センターパイプ2に対してスプラインシヤフト
3を上動させた状態で、該スプラインシヤフト3
に右回転力と垂力を加えれば、先ずスプラインシ
ヤフト3の凸条11とスプラインスリーブ8の凸
条12が当接し、スプラインシヤフト3と共にス
プラインスリーブ8乃至アーム9が回動して回動
蓋10が開かれる。この時スプラインシヤフト3
の凸条11の下端近傍に設けた段部11a,11
bがセンターパイプ2の凸条13との当接面が外
れて、スプラインシヤフト3の上下動可能とな
り、引続き、スプラインシヤフト3と共にセンタ
ーパイプ2乃至バケツト1が回転する。
[Operation] With the spline shaft 3 moved upward relative to the center pipe 2, the spline shaft 3
When a clockwise rotational force and a normal force are applied to , first, the protrusion 11 of the spline shaft 3 and the protrusion 12 of the spline sleeve 8 come into contact with each other, and the spline sleeve 8 to the arm 9 rotate together with the spline shaft 3, and the rotating lid 10 will be held. At this time, spline shaft 3
Stepped portions 11a, 11 provided near the lower end of the protruding strip 11
The abutting surface of b with the protrusion 13 of the center pipe 2 is removed, and the spline shaft 3 can move up and down, and the center pipe 2 to bucket 1 subsequently rotate together with the spline shaft 3.

[実施例] 次に本発明の実施例を第1〜10図を参照して
説明する。1は筒状に形成されたバケツトであ
る。該バケツト1は所定の直径の円筒状に形成さ
れていて、周面の対向部には一対の開口部1a,
1aが形成されていると共に底部には枢軸1bに
より底蓋1cが開閉可能に取付けられている。2
はバケツト1の軸心部に取付けられたセンターパ
イプである。該センターパイプ2はセンターパイ
プ支持枠15でバケツト1と一体に構成し、上半
部がバケツト1の上方に突出していると共に、該
センターパイプ2の上部内周面にはスプラインシ
ヤフト3の凸条11と螺合する螺旋状の凸状13
を設けた筒状体16が取付けられている。3はセ
ンターパイプ2に上下動可能に嵌挿されたスプラ
インシヤフトである。該スプラインシヤフト3は
センターパイプ2と同程度の長さに形成されてい
ると共に、その外周面には、前記センターパイプ
2の上部内周面に設けられている螺旋状の凸条1
3と噛合する螺旋状の凸条11および段部11
a,11bが設けられている。前記螺旋状の凸条
11,13は通常、軸に対して13゜〜16゜の傾斜角
度をもたせた状態で形成されていて、スプライン
シヤフト3を右回転させたときに、該回転力によ
り下向きの分力を発生し、摩擦力を相殺し、又は
僅かな下向きの垂力を作用させて、スプラインシ
ヤフト3の滑動を容易にするようになつている。
4はスプラインシヤフト3の上部に回転可能かつ
スラスト方向に固定した状態で取付けられたクロ
スヘツドであり、該クロスヘツド4の上部には図
外のクレーン装置のケリーバを接続するためのソ
ケツト17が設けられている。5,5はクロスヘ
ツド4に上端部を取付けられた連結ロツドであ
り、これら連結ロツド5,5はピン軸5aによ
り、該軸5aを支点として回動可能な状態でスプ
ラインシヤフト3に垂下させた状態で取付けられ
ている。6,6は連結ロツド5,5の下端部に取
付けられていて、前記スプラインシヤフト3の上
下動に連動(上下動)する拡翼ビツトである。こ
れら拡翼ビツト6,6は外側面と底側面に掘削刃
先6a…6aが設けられていて、これら掘削刃先
6a…6aで杭孔17の周面等を掘削するように
なつていると共に内側面にはガイドブロツク6b
が取付けられていて、該ガイドブロツク6bを使
用することにより、次に述べるガイドレールに摺
動可能に取付けられるようになつている。7,7
はガイドレールであり、所要の角度、軸線に対し
て傾いて、センターパイプ2と一体に構成され、
前記拡翼ビツト6,6の上下動をガイドし、下方
にガイドしたときに、これら拡翼ビツト6,6を
前記バケツト1の周面に設けた開口部1a,1a
の一側部からバケツト外に突出させ、上方にガイ
ドしたときに拡翼ビツト6,6をバケツト1の外
径の範囲内に収めるガイドレールである。これら
ガイドレール7,7は下端部が開口部1a,1a
の一側部近傍に位置し、上端部は所要の角度の拡
底掘削壁面を作るように傾斜状に取付けられてい
て、該下端部側に拡翼ビツト6が位置したとき、
該拡翼ビツト6の掘削刃先6a…6aを開口部1
aの一側部からバケツト1外に突出させ、上端部
側に拡翼ビツト6を移動させたときに、該拡翼ビ
ツト6をバケツト1の直径の範囲内に収めるよう
になつている。8はスプラインシヤフト3の外周
に嵌合されたスプラインスリーブであり、該スプ
ラインスリーブ8はセンターパイプ2内で、かつ
前記螺旋状の凸条13を設けた筒状体16の下方
に回転可能に嵌合した状態で取付けられていて、
その上部内周面には前記スプラインシヤフト3の
外周面に設けた螺旋状の凸条11と噛合する螺旋
状の凸条12が設けられている。10,10は前
記スプラインスリーブ8の下端部にアーム9を介
して接続された円弧状の回動蓋であり、これら回
動蓋10,10はバケツト1の内周面側に位置し
ていて、スプラインシヤフト3を中心に回動して
バケツト1の開口部1a,1aを開閉するように
なつている。
[Example] Next, an example of the present invention will be described with reference to FIGS. 1 to 10. 1 is a bucket formed into a cylindrical shape. The bucket bag 1 is formed into a cylindrical shape with a predetermined diameter, and has a pair of openings 1a on opposite sides of the circumferential surface.
1a is formed, and a bottom cover 1c is attached to the bottom portion by a pivot 1b so as to be openable and closable. 2
is a center pipe attached to the shaft center of bucket 1. The center pipe 2 is integrally formed with the bucket 1 by a center pipe support frame 15, and its upper half protrudes above the bucket 1. The center pipe 2 has a protrusion 11 of the spline shaft 3 and a screw thread on the upper inner circumferential surface of the center pipe 2. Spiral convex shape 13 to match
A cylindrical body 16 is attached. 3 is a spline shaft fitted into the center pipe 2 so as to be movable up and down. The spline shaft 3 is formed to have the same length as the center pipe 2, and has a spiral protrusion 1 provided on the inner circumferential surface of the upper part of the center pipe 2 on its outer circumferential surface.
3 and a spiral protrusion 11 and a stepped portion 11 that mesh with
a and 11b are provided. The spiral protrusions 11 and 13 are normally formed with an inclination angle of 13° to 16° with respect to the shaft, and when the spline shaft 3 is rotated clockwise, they are tilted downward by the rotational force. The spline shaft 3 is designed to generate a force component to offset the frictional force or to apply a slight downward vertical force to facilitate sliding of the spline shaft 3.
4 is a crosshead rotatably attached to the upper part of the spline shaft 3 in a fixed state in the thrust direction, and a socket 17 is provided at the upper part of the crosshead 4 for connecting a kely bar of a crane device (not shown). There is. Reference numerals 5 and 5 designate connection rods whose upper ends are attached to the crosshead 4, and these connection rods 5 and 5 are suspended from the spline shaft 3 by a pin shaft 5a in a state in which they can rotate about the shaft 5a as a fulcrum. It is installed in Reference numerals 6 and 6 designate wing expansion bits that are attached to the lower ends of the connecting rods 5 and 5 and that move in conjunction with the vertical movement of the spline shaft 3 (vertical movement). These expanding wing bits 6, 6 are provided with digging cutting edges 6a...6a on the outer and bottom surfaces, and these digging cutting edges 6a...6a are designed to excavate the circumferential surface of the pile hole 17, etc., and the inner surface. Guide block 6b
is attached, and by using the guide block 6b, it can be slidably attached to the guide rail described below. 7,7
is a guide rail, which is formed integrally with the center pipe 2 and is inclined at a required angle with respect to the axis;
When the wing expanding bits 6, 6 are guided in vertical movement and guided downward, the openings 1a, 1a provided in the circumferential surface of the bucket belt 1 allow these wing expanding bits 6, 6 to be opened.
This is a guide rail that projects outside of the bucket cart from one side and keeps the wing expansion bits 6, 6 within the range of the outer diameter of the bucket cart 1 when guided upward. These guide rails 7, 7 have openings 1a, 1a at their lower ends.
It is located near one side, and the upper end is installed in an inclined manner so as to create an expanded bottom excavation wall surface of a required angle, and when the wing expansion bit 6 is located on the lower end side,
The cutting edges 6a...6a of the wing-spreading bit 6 are connected to the opening 1.
When the wing expanding bit 6 is made to protrude outside the bucket 1 from one side of the bucket 1 and moved to the upper end side, the wing expanding bit 6 is kept within the diameter range of the bucket 1. A spline sleeve 8 is fitted around the outer periphery of the spline shaft 3, and the spline sleeve 8 is rotatably fitted within the center pipe 2 and below the cylindrical body 16 provided with the spiral protrusion 13. It is installed with
A spiral protrusion 12 is provided on the upper inner peripheral surface of the spline shaft 3 and engages with a spiral protrusion 11 provided on the outer peripheral surface of the spline shaft 3. Reference numerals 10 and 10 denote arc-shaped rotating lids connected to the lower end of the spline sleeve 8 via an arm 9, and these rotating lids 10 and 10 are located on the inner peripheral surface side of the bucket bag 1, It rotates around a spline shaft 3 to open and close the openings 1a, 1a of the bucket 1.

実施例の拡底掘削機は上記のような構成である
から従来の拡底掘削機の場合と同様にスプライン
シヤフト3を図外のクレーン装置のケリーバに接
続し、拡翼ビツト6,6をガイドレール7,7の
上方に移動させた状態で、この拡底掘削機を、予
めバケツト1の直径と略同径に形成されている杭
孔14内に挿入して、バケツト1を杭孔底14a
の底面上に載置し、スプラインシヤフト3に右回
転力と垂力を与えながら、これをセンターパイプ
2内に下降させれば、先ずスプラインシヤフト3
の段部11aがセンターパイプ2の上部内周面に
形成した凸条13上部との当接が外れて、同時に
回動蓋10,10が開き、続いて、バケツト1乃
至拡翼ビツト6,6が回転し、該拡翼ビツト6,
6はガイドレール7,7に沿つて下方に移動しな
がら掘削刃先6a…6aで杭孔14の周面等を拡
底掘削し、掘削した土砂等をバケツト1内に取り
込んで行く。所要取り込み量の掘削をしたら今度
はスプラインシヤフト3に前とは逆方向(左方
向)の僅かの回転を与えながら、これをセンター
パイプ2内から引き出せば、先ず拡翼ビツト6,
6がガイドレール7,7に沿つて上方に移動して
円筒状のバケツト1の直径の範囲内に収まつた状
態になり、凸条11の段部11aがセンターパイ
プ2の上端から抜け出た状態になると、スプライ
ンスリーブ8が回動し、回動蓋10,10が閉じ
られた状態になる。この状態の下で拡底掘削機を
クレーン装置で杭孔14から引き抜いて、孔外で
底蓋1cを開いて排出する。この作動を繰り返し
て拡底掘削を完了すれば、地耐力を向上させた拡
底杭孔が形成されることになるのである。
Since the bottom-expanding excavator of this embodiment has the above-described configuration, the spline shaft 3 is connected to the kely bar of the crane device (not shown), and the wing-expanding bits 6 are connected to the guide rail 7 in the same way as in the case of the conventional bottom-expanding excavator. , 7, the bottom expanding excavator is inserted into the pile hole 14, which has been formed in advance to have approximately the same diameter as the bucket 1, and the bucket 1 is inserted into the pile hole bottom 14a.
If the spline shaft 3 is placed on the bottom surface of the center pipe 2 and lowered into the center pipe 2 while applying clockwise rotational force and vertical force to the spline shaft 3, the spline shaft 3
The stepped portion 11a is released from contact with the upper part of the protrusion 13 formed on the inner peripheral surface of the upper part of the center pipe 2, and at the same time, the rotating lids 10, 10 are opened, and subsequently, the bucket belt 1 to the wing expansion bits 6, 6 are opened. Rotating, the wing expansion bit 6,
6 moves downward along the guide rails 7, 7, and excavates the circumferential surface of the pile hole 14 with the digging cutting edges 6a, . Once the required intake amount has been excavated, give the spline shaft 3 a slight rotation in the opposite direction (to the left) and pull it out from the center pipe 2.
6 moves upward along the guide rails 7, 7 and falls within the diameter of the cylindrical bucket 1, and the stepped portion 11a of the protrusion 11 comes out from the upper end of the center pipe 2. Then, the spline sleeve 8 rotates, and the rotating lids 10, 10 are in a closed state. Under this condition, the bottom-expanding excavator is pulled out of the pile hole 14 by a crane device, the bottom cover 1c is opened outside the hole, and the excavator is discharged. By repeating this operation and completing the bottom-expanding excavation, an enlarged-bottom pile hole with improved soil bearing capacity will be formed.

[発明の効果] 以上説明したように本発明はスプラインスリー
ブを、センターパイプ内に回転可能に嵌合して取
付ける構成としたので次に述べるような効果があ
る。
[Effects of the Invention] As explained above, the present invention has a structure in which the spline sleeve is rotatably fitted and attached within the center pipe, so that it has the following effects.

(1) センターパイプ内に嵌合したスプラインスリ
ーブの下端を下方に伸ばし、該下端部にアーム
を介して回動蓋を取付けることにより、回動蓋
乃至バケツトを従来よりも短くし、小型にする
ことができる。
(1) By extending the lower end of the spline sleeve fitted into the center pipe downward and attaching the rotating lid to the lower end via an arm, the rotating lid or bucket can be made shorter and smaller than before. I can do it.

(2) バケツトおよび回動蓋を小型にすることによ
り拡底掘削機の総重量を軽くして、拡底掘削機
を操作するクレーン装置を小型なものにするこ
とができる。
(2) By making the bucket and rotating lid smaller, the total weight of the bottom-expanding excavator can be reduced, and the crane device for operating the bottom-expanding excavator can be made smaller.

(3) 回動蓋の操作性が良好になる。(3) Improved operability of the rotating lid.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は拡翼ビツトをガイドレールの最下部に
押し下げた状態の縦断側面図、第2図は同縦断側
面図、第3図は拡翼ビツトをガイドレールの最上
部に押し上げた状態の縦断側面図、第4図は第1
図の平面図、第5図は第3図の平面図、第6図は
スプラインシヤフトをセンターパイプに最大限挿
入した状態の要部の断面図、第7図はスプライン
シヤフトをセンターパイプから最大限引き出した
状態の要部の断面図、第8図は第6図の−線
断面図、第9図は第6図の−線断面図、第1
0図は第7図の−線断面図、第11図は従来
例の縦断側面図、第12図は同正面図、第13図
は第12図の−線断面図、第14図はス
プラインスリーブの展開図である。 1……バケツト、2……センターパイプ、3…
…スプラインシヤフト、4……クロスヘツド、5
……連結ロツド、6……拡翼ビツト、7……ガイ
ドレール、8……スプラインスリーブ、9……ア
ーム、10……回動蓋、11……凸条、11a…
…段部、12,13……凸条。
Figure 1 is a vertical side view of the wing expansion bit pushed down to the bottom of the guide rail, Figure 2 is a vertical side view of the same, and Figure 3 is a vertical cross section of the expansion bit pushed up to the top of the guide rail. Side view, Figure 4 is the 1st
Figure 5 is a plan view of Figure 3, Figure 6 is a sectional view of the main part with the spline shaft fully inserted into the center pipe, Figure 7 is the spline shaft pulled out of the center pipe to its maximum extent. 8 is a sectional view taken along the - line in FIG. 6, FIG. 9 is a sectional view taken along the - line in FIG.
Figure 0 is a cross-sectional view taken along the - line in Figure 7, Figure 11 is a vertical side view of the conventional example, Figure 12 is a front view of the same, Figure 13 is a cross-sectional view taken along the - line in Figure 12, and Figure 14 is a spline sleeve. This is a developed diagram. 1... Bucket, 2... Center pipe, 3...
...Spline shaft, 4...Crosshead, 5
... Connection rod, 6 ... Wing expansion bit, 7 ... Guide rail, 8 ... Spline sleeve, 9 ... Arm, 10 ... Rotating lid, 11 ... Projection, 11a ...
...Stepped portion, 12, 13...Convex strip.

Claims (1)

【特許請求の範囲】[Claims] 1 筒状のバケツト1と、該バケツト1の軸心部
に取付けられていて、上半部がバケツト1の上部
から突出しているセンターパイプ2と、該センタ
ーパイプ2に上下動可能に嵌挿されたスプライン
シヤフト3と、該スプラインシヤフト3に回転可
能かつスラスト方向に固定した状態で取付けられ
たクロスヘツド4と、該クロスヘツド4に上端部
を係止された連結ロツド5と、該連結ロツド5の
下端部に取付けられていて、前記スプラインシヤ
フト3の上下動に連動する拡翼ビツト6と、該拡
翼ビツト6の上下動をガイドし、下方にガイドし
たときに該拡翼ビツト6をバケツト1の周面に設
けた開口部1aから突出させ、上方にガイドした
ときに、拡翼ビツト6をバケツト1の外径のほぼ
範囲内に収めるガイドレール7と、前記スプライ
ンシヤフト3の外周に嵌合されたスプラインスリ
ーブ8と、該スプラインスリーブ8にアーム9を
介して取付けられていて、前記バケツト1の周面
に設けた開口部1aを開閉する回動蓋10を備え
ていて、前記スプラインスリーブ8をセンターパ
イプ2内、即ち支持枠15の下部に回転可能に嵌
合して取付けると共に、該スプラインスリーブ8
の上部内周面には、前記スプラインシヤフト3の
外周面に設けた螺旋状の凸条11と噛合する螺旋
状の凸条12を設ける一方、センターパイプ2の
上部内周面には凸条13を設け、回転力を伝える
とともに、前記スプラインシヤフト3の凸条11
の下端近傍に設けた段部11a,11bと所定の
遊び間隙をもつて噛合させたことを特徴とする拡
底掘削機。
1 A cylindrical bucket 1, a center pipe 2 that is attached to the axial center of the bucket 1 and whose upper half protrudes from the top of the bucket 1, and a spline fitted into the center pipe 2 so as to be movable up and down. A shaft 3, a crosshead 4 rotatably and fixedly attached to the spline shaft 3 in the thrust direction, a connecting rod 5 whose upper end is locked to the crosshead 4, and a lower end of the connecting rod 5. A wing spreader bit 6 is attached to the spline shaft 3 and moves in conjunction with the vertical movement of the spline shaft 3, and a wing spreader bit 6 guides the vertical movement of the wing spreader bit 6, and when guided downward, the wing spreader bit 6 is connected to the circumferential surface of the bucket belt 1. a guide rail 7 that protrudes from an opening 1a provided in the bucket and fits the wing spreader bit 6 within approximately the outer diameter of the bucket 1 when guided upward; and a spline fitted to the outer periphery of the spline shaft 3. It includes a sleeve 8 and a rotating lid 10 attached to the spline sleeve 8 via an arm 9 to open and close an opening 1a provided on the circumferential surface of the bucket 1. The spline sleeve 8
A spiral protrusion 12 is provided on the upper inner peripheral surface of the center pipe 2 to engage with a spiral protrusion 11 provided on the outer peripheral surface of the spline shaft 3, while a protrusion 13 is provided on the upper inner peripheral surface of the center pipe 2. The convex ridge 11 of the spline shaft 3 is provided to transmit rotational force.
A bottom-expanding excavator is characterized in that the bottom-expanding excavator is engaged with stepped portions 11a and 11b provided near the lower end of the excavator with a predetermined play gap.
JP22268886A 1986-09-20 1986-09-20 Bottom-expanded excavator Granted JPS6378916A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22268886A JPS6378916A (en) 1986-09-20 1986-09-20 Bottom-expanded excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22268886A JPS6378916A (en) 1986-09-20 1986-09-20 Bottom-expanded excavator

Publications (2)

Publication Number Publication Date
JPS6378916A JPS6378916A (en) 1988-04-09
JPH047800B2 true JPH047800B2 (en) 1992-02-13

Family

ID=16786354

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22268886A Granted JPS6378916A (en) 1986-09-20 1986-09-20 Bottom-expanded excavator

Country Status (1)

Country Link
JP (1) JPS6378916A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112211040A (en) * 2020-09-29 2021-01-12 同济大学 Composite pile plate structure of track-joining engineering roadbed and construction method

Also Published As

Publication number Publication date
JPS6378916A (en) 1988-04-09

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