JPS61261519A - Excavator - Google Patents

Excavator

Info

Publication number
JPS61261519A
JPS61261519A JP10463985A JP10463985A JPS61261519A JP S61261519 A JPS61261519 A JP S61261519A JP 10463985 A JP10463985 A JP 10463985A JP 10463985 A JP10463985 A JP 10463985A JP S61261519 A JPS61261519 A JP S61261519A
Authority
JP
Japan
Prior art keywords
shaft
driver
drive device
square
excavator
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.)
Granted
Application number
JP10463985A
Other languages
Japanese (ja)
Other versions
JPH0250253B2 (en
Inventor
Akira Tokimune
章 時宗
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.)
Sanwa Kikoh Co Ltd
Original Assignee
Sanwa Kikoh Co Ltd
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 Sanwa Kikoh Co Ltd filed Critical Sanwa Kikoh Co Ltd
Priority to JP10463985A priority Critical patent/JPS61261519A/en
Publication of JPS61261519A publication Critical patent/JPS61261519A/en
Publication of JPH0250253B2 publication Critical patent/JPH0250253B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Earth Drilling (AREA)

Abstract

PURPOSE:To increase the excavating force of an excavator by selectively performing the operation of an excavating screw under guidance of a driver held at a fixed position and the holding of the excavating screw by the chuck of the driver. CONSTITUTION:The driver 8 of an excavator is supported by a rope 9 hung down from the upper end of a boom 8 extended from a vehicle 4 and an arm 5 pivotally supported on the vehicle 4. An excavating screw 2a and an angular cylinder shaft 1a are supported by a rope 11 hung down from the upper end of the boom 8. The driver 8 is held at a fixed position by the arm 5 and the rope 9, and the rope 11 is sent out, and thereby the screw 2a and the shaft 1a are allowed to excavate under their own weights under guidance of the driver 8. In case where the shaft 1a is held by the chuck of the driver 8, since the great weight of the driver 8 is applied to the shaft 1a, the excavating forces can be increased.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、地中に土習壁を構成するフィルパイル等を築
造する際に使用される掘削機に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to an excavator used for constructing fill piles and the like constituting earthen walls underground.

(従来の技術及びその問題点) 従来のこの種の掘削機は、掘削機本体車輌に支持された
垂直なリーダーと呼称される長尺のガイド支柱を備えて
おり、下端に掘削用スクリューを連結した角筒軸が昇降
移動のみ可能に貫通する角筒軸駆動用回転体とこの回転
体を駆動するモーターとを備えた駆動装置と、前記角筒
軸の上端に結合された回転流体継手装置とを前記ガイド
支柱に昇降移動自在に保合させ、前記駆動装置と継手装
置とを昇降移動させるための吊り下げ索を各別に設けて
成るものであった。
(Prior art and its problems) Conventional excavators of this type are equipped with a long guide column called a vertical leader supported by the excavator body vehicle, and an excavation screw is connected to the lower end. a drive device comprising a rotary body for driving a square tube shaft through which a square tube shaft can be moved only up and down, and a motor for driving the rotor; and a rotary fluid coupling device coupled to an upper end of the square tube shaft. is attached to the guide column so as to be movable up and down, and a hanging cable for moving up and down the drive device and the joint device is provided separately.

このような従来の掘削機では、前記掘削用スクリューを
含む前記角筒軸の全長よりも長い、数10mにも及ぶ長
尺で且つ大強度のガイド支柱を必要とするため、非常に
高価なものとなっており、しかも掘削位置の変更等のた
めの掘削機本体車輌の移動も容易に行うことが出来なか
った。
Such a conventional excavator requires a long and strong guide column, which is several tens of meters long and longer than the entire length of the rectangular cylindrical shaft including the excavation screw, and is therefore extremely expensive. Furthermore, it was not possible to easily move the excavator vehicle to change the excavation position.

(問題点を解決するための手段) 本発明はこのような従来の問題点を解決し得る掘削機を
提案するものであって、その特徴は、下端に掘削用スク
リューを連結した角筒軸が昇降移動のみ可能に貫通する
角筒軸駆動用回転体、この回転体を駆動するモーター、
及び前記角筒軸に対する開閉自在なチャック機構を備え
た駆動装置を、掘削機本体車輌に一端を上下揺動自在に
枢着された支持アームに支持させると共に、前記掘削機
本体車輌から延びる吊り下げ用ブームに前記駆動装置を
繰り出し巻き上げ自在な吊り下げ索により吊り下げ、前
記角筒軸の上端には、この角筒軸と連通連結される回転
筒軸と、この回転筒軸に回転流体継手を介して連通せし
められた流体供給管とを備えた継手装置を結合すると共
に、前記ブームにこの継手装置を繰り出し巻き上げ自在
な吊り下げ索により吊り下げた点にある。
(Means for Solving the Problems) The present invention proposes an excavator that can solve these conventional problems, and its feature is that it has a rectangular cylindrical shaft with an excavation screw connected to its lower end. A rotating body for driving a rectangular cylindrical shaft that passes through it so that it can only be moved up and down, a motor that drives this rotating body,
and a drive device equipped with a chuck mechanism that can be opened and closed with respect to the rectangular cylindrical shaft is supported by a support arm whose one end is pivotally attached to the excavator main vehicle so as to be able to swing vertically, and a suspension extending from the excavator main vehicle. The driving device is suspended by a hanging rope that can be let out and rolled up on a commercial boom, and a rotary cylinder shaft connected to the square cylinder shaft is connected to the upper end of the square cylinder shaft, and a rotary fluid coupling is connected to the rotary cylinder shaft. A joint device having a fluid supply pipe communicated through the boom is coupled to the boom, and the joint device is suspended from the boom by a hanging cable that can be freely rolled up.

(実施例) 以下に本発明の一実施例を添付の例示図に基づいて説明
する。
(Example) An example of the present invention will be described below based on the attached illustrative drawings.

第1図及び第2図に於いて、1a、lbは長尺の角筒軸
であって、夫々下端には所要長さの掘削用スクリュー2
a、2bが接続されている。3は前記2本の角筒軸1a
、lbを駆動する駆動装置であり、掘削機本体車輌4に
一端を上下揺動自在に枢着された伸縮自在な支持アーム
5の先端に支持されると共に、前記掘削機本体車輌4に
ガント1ノー6及びストッパーアーム7により角度調整
自在に支持された吊り下げ用ブーム8に繰り出し巻き上
げ自在な吊り下げ索9を介して吊り下げられている。1
0は前記両角筒軸la、lbの上端に結合された継手装
置であって、繰り出し巻き上げ自在な吊り下げ索11を
介して前記プーム8に吊り下げられている。
In FIGS. 1 and 2, 1a and lb are long square cylindrical shafts, each of which has an excavation screw 2 of the required length at its lower end.
a and 2b are connected. 3 is the two square tube shafts 1a.
, lb, and is supported at the tip of a telescopic support arm 5 whose one end is pivotally connected to the excavator main body vehicle 4 so as to be able to swing vertically. It is suspended from a suspension boom 8 which is supported by a nozzle 6 and a stopper arm 7 so as to be adjustable in angle, via a suspension cable 9 which can be freely let out and rolled up. 1
Reference numeral 0 denotes a joint device connected to the upper ends of the two rectangular cylinder shafts la and lb, and is suspended from the pool 8 via a hanging cable 11 that can be freely let out and rolled up.

第3図及び第4図に示すように、前記駆動装置3は支持
フレーム12に上下一対の同心状垂直支軸13a、13
bにより左右揺動自在に支持されると共に、当該支持フ
レーム12との間に介装された左右一対のシリンダーユ
ニット14a、14bの伸縮動作により水平方向任意角
度に調整固定される。前記支持フレーム12は、前記支
持アーム5の先端に水平支軸15を介して上下揺動自在
に枢着されると共に、当該支持アーム5との間に介装さ
れたシリンダーユニット16の伸縮動作により垂直方向
任意角度に調整固定される。
As shown in FIGS. 3 and 4, the drive device 3 is attached to a support frame 12 with a pair of upper and lower concentric vertical support shafts 13a,
The cylinder units 14a and 14b are interposed between the support frame 12 and the cylinder units 14a and 14b, and are adjusted and fixed at any angle in the horizontal direction. The support frame 12 is pivotally attached to the tip of the support arm 5 via a horizontal support shaft 15 so as to be able to swing up and down, and is rotated by the expansion and contraction movement of a cylinder unit 16 interposed between the support arm 5 and the support arm 5. Adjustable and fixed at any vertical angle.

前記駆動装置3は、第5図及び第6図に示すように前記
角筒軸1a、lbが昇降移動のみ可能に貫通する左右一
対の角筒軸駆動用回転体17a。
As shown in FIGS. 5 and 6, the drive device 3 includes a pair of left and right square tube shaft drive rotating bodies 17a through which the square tube shafts 1a and lb can only move up and down.

17b、この両回転体17a、17bを回転数とトルク
とに関して異なる条件で駆動する2台のモーター18a
、18b、及び前記各角筒軸tan1bに対する開閉自
在なチャック機構198.19bを備えている*20a
、21a及び20b。
17b, two motors 18a that drive both rotating bodies 17a, 17b under different conditions regarding rotational speed and torque.
, 18b, and a chuck mechanism 198.19b that can be freely opened and closed for each of the square cylinder shafts tan1b *20a
, 21a and 20b.

21bは前記両回転体17a、17bの上下に連設され
てこれら回転体17a、17bと一体に回転する角筒軸
案内用ローラーユニットであり、夫々第7図に示すよう
に角筒軸1a、lbの四面に近接する4つのローラー2
2を、上下一対の支持板23.24間に設けられた軸受
板25に水平支軸26により軸支したものである。
Reference numeral 21b denotes a square cylinder shaft guiding roller unit that is connected above and below the rotating bodies 17a, 17b and rotates together with these rotating bodies 17a, 17b, as shown in FIG. 7, respectively. Four rollers 2 close to the four sides of lb
2 is pivotally supported by a horizontal support shaft 26 on a bearing plate 25 provided between a pair of upper and lower support plates 23 and 24.

前記各回転体17a、17bは、上下両端を軸受27に
よりフレーム28に回転可能に支承され、中間部には互
いに咬合する平歯車29a、29bが一体に形成されて
いる。一方の回転体17aの平歯車29aはフレーム2
8に軸支された中間平歯車30aを介して一方のモータ
ー18’aの出力軸に固定された駆動用平歯車31aに
連動連結され、他方の回転体17bの平歯車29bはフ
レーム28に軸支された中間平歯車30bを介して他方
のモーター18bの出力軸に固定された駆動用平歯車3
1bに連動連結されている。前記両モーター18a、1
8bは前記フレーム28上に支持されている。
Each of the rotating bodies 17a, 17b is rotatably supported by a frame 28 at both upper and lower ends by bearings 27, and spur gears 29a, 29b that engage with each other are integrally formed in the intermediate portion. The spur gear 29a of one rotating body 17a is connected to the frame 2.
The spur gear 29b of the other rotating body 17b is connected to the driving spur gear 31a fixed to the output shaft of one motor 18'a through the intermediate spur gear 30a pivotally supported by the frame 28. A driving spur gear 3 is fixed to the output shaft of the other motor 18b via a supported intermediate spur gear 30b.
1b. Both motors 18a, 1
8b is supported on the frame 28.

前記チャック機構i9a、19bは、夫々下側の角筒軸
案内用ローラーユニット21a、21bの下側支持板2
4に水平支軸32を介して揺動自在に上端を枢着された
左右一対の挟持片33a。
The chuck mechanisms i9a, 19b are provided on the lower support plate 2 of the lower square cylinder shaft guiding roller units 21a, 21b, respectively.
4, a pair of left and right holding pieces 33a whose upper ends are swingably pivoted via a horizontal support shaft 32.

33b1これら左右一対の挟持片33a、33bに外嵌
し且つ共通の昇降フレーム34に夫々軸受35を介して
回転のみ可能に支承された操作リング36、及び前記昇
降フレーム34を昇降移動させる左右一対のシリンダー
ユニット37から組み立てられ、操作リング36が下降
することにより、その下底がりのテーパー状内周iiy
3gaが左右一対の挟持片33a、  3Sbを内方に
押圧するように構成されている。
33b1 An operating ring 36 which is fitted onto the left and right pair of clamping pieces 33a and 33b and rotatably supported by a common lifting frame 34 via bearings 35, respectively, and a pair of left and right rings which move the lifting frame 34 up and down. It is assembled from the cylinder unit 37, and by lowering the operating ring 36, its lower bottom tapered inner periphery iii
3ga is configured to press the pair of left and right holding pieces 33a and 3Sb inward.

前記継−手装置10は、第8図に示すように吊り下げフ
レーム38に軸受39を介して垂直に支承された2本の
回転筒軸40a、40bと、この回転筒軸40a、40
bの上端に回転流体継手41a、41bを介して連通せ
しめられ且つ吊り下げフレーム38に固定された流体供
給管42a、42bとを備えており、前記回転筒軸40
a、40bの下端には角筒軸1a、lbを外嵌固定させ
る角軸部43が設けられ、吊り下げフレーム38の中央
上部には吊り下げ索11のフックを係合させる孔44を
上端に備えた吊り下げ部材45が取り付けられている。
As shown in FIG. 8, the joint device 10 includes two rotary cylinder shafts 40a, 40b vertically supported on a hanging frame 38 via bearings 39, and these rotary cylinder shafts 40a, 40.
fluid supply pipes 42a and 42b connected to the upper end of b via rotary fluid joints 41a and 41b and fixed to the hanging frame 38;
At the lower ends of a and 40b, a square shaft part 43 for externally fitting and fixing the square cylinder shafts 1a and lb is provided, and at the upper center of the hanging frame 38, a hole 44 for engaging the hook of the hanging cable 11 is provided at the upper end. A hanging member 45 is attached.

使用方法を説明すると、角筒軸1a、lbを第6図仮想
線で示すように、駆動装置3に於ける一対の角筒軸駆動
用回転体17a、17bの中央角孔、その上下の角筒軸
案内用ローラーユニット20a、21a及び20b、2
1bの中央角筒軸通路、及びチャック機構198.19
bの一対の挟持片33a、!!b間を上下に貫通させる
と共に、角筒軸1a、lbの下端には掘削用スクリュー
2a、2bを接続し、更に角筒軸1a、lbの上端は、
継手装置10に於ける一対の回転筒軸40a、40bの
下端角軸部43に外嵌固定して流体供給管42a、42
bに連通連結させる。
To explain how to use the square cylinder shafts 1a and lb, as shown by the imaginary lines in FIG. Cylindrical shaft guide roller units 20a, 21a and 20b, 2
1b central rectangular cylinder shaft passage and chuck mechanism 198.19
A pair of clamping pieces 33a, ! ! The screws for drilling 2a, 2b are connected to the lower ends of the rectangular cylinder shafts 1a, lb, and the upper ends of the rectangular cylinder shafts 1a, lb are
Fluid supply pipes 42a, 42 are fitted and fixed onto the lower end corner shaft portions 43 of the pair of rotary cylinder shafts 40a, 40b in the coupling device 10.
b.

一方、駆動装置3は、支持アーム5の先端に連結すると
共にブーム8から垂下する吊り下げ索9にフック9aを
介して吊り下げ、継手装置10はブーム8から垂下する
吊り下げ索11にフック11aを介して吊り下げる。こ
の状態での掘削機本体車輌4と角筒軸1a、1b(rI
A削用入用スクリュー2ab)との間の距離は、支持ア
ーム5の長さ調整とブーム8の俯仰角度調整とによって
調整することが出来、角筒軸1a、lb(掘削用スクリ
ュー2a、2b)の垂直度は、支持アーム5に対する駆
動装置3(支持フレーム12)の水平支軸15を中心と
する取り付は角度をシリンダーユニット16により調整
することとブーム8の俯仰角度調整とによって自在に調
整し得る。更に、掘削機本体車輌4に対する角筒軸la
、ibの並列方向は、支持フレーム12に対する駆動装
置3の垂直支軸13a、13bを中心とする取り付は角
度を一対のシリンダーユニット14a、14bによって
変更することにより自在に調整し得る。
On the other hand, the drive device 3 is connected to the tip of the support arm 5 and suspended from a hanging cable 9 hanging from the boom 8 via a hook 9a, and the coupling device 10 is connected to a hanging cable 11 hanging from the boom 8 with a hook 11a. Hanging through. In this state, the excavator main body vehicle 4 and the square cylinder shafts 1a, 1b (rI
The distance between A and the drilling screws 2ab) can be adjusted by adjusting the length of the support arm 5 and the elevation angle of the boom 8. ) can be freely adjusted by adjusting the mounting angle of the drive device 3 (support frame 12) about the horizontal support shaft 15 with respect to the support arm 5 using the cylinder unit 16 and by adjusting the elevation angle of the boom 8. Can be adjusted. Furthermore, a rectangular cylinder shaft la with respect to the excavator main body vehicle 4
, ib can be freely adjusted by changing the angle of attachment of the drive device 3 to the support frame 12 around the vertical support shafts 13a, 13b using the pair of cylinder units 14a, 14b.

上記の準備作業により掘削用スクリュー2a。The drilling screw 2a is formed by the above preparation work.

2bを所定の掘削位置上に配置したならば、駆動装置3
に於ける2台のモーター18a、18be両角筒軸駆動
用回転体17a、17bを互いに逆方向に回動させるこ
とにより、角筒軸ia、ibを互いに逆方向に自転駆動
させる。そして継手装置10を吊り下げている吊り下げ
索11を繰り出して両角筒軸1a、lb及び掘削用スク
リュー2a、2bを自重により駆動装置3に対して下降
させることにより、再掘削用スクリュー2a、2bの回
転と下降運動とによる掘削作業が開始される、このとき
駆動装置3に於ける各上下2段の案内用ローラーユニッ
ト20a、21a及び20b。
2b is placed on the predetermined excavation position, the drive device 3
By rotating the two motors 18a, 18be and the rotary bodies 17a, 17b for driving both rectangular cylinder shafts in opposite directions, the rectangular cylinder shafts ia and ib are driven to rotate in opposite directions. Then, by letting out the hanging cable 11 suspending the joint device 10 and lowering the both square cylinder shafts 1a, lb and the excavation screws 2a, 2b with respect to the drive device 3 by their own weight, the re-excavation screws 2a, 2b At this time, the excavation work by the rotation and downward movement of the guide roller units 20a, 21a, and 20b of the two upper and lower stages of the drive device 3 is started.

21bが角筒軸駆動用回転体1?a、17bと一体に回
転しており、従って前記回転体17a、17bによって
自転駆動されている両角筒軸1a。
Is 21b the rotating body 1 for driving the square tube shaft? a, 17b, and is therefore rotationally driven by the rotating bodies 17a, 17b.

1bは、前記ローラーユニットの各ローラー22により
案内されて前記回転体17a、17bの中央角孔内を円
滑に下降することが出来る。勿論、両チャック機構19
a、19bも前記回転体17a、17bと一体に回転し
ているので、これらチャック機構19a、19bの挟持
片33a、33bが角筒軸1a、lbの自転及び下降運
動を妨げることはない。
1b is guided by each roller 22 of the roller unit and can smoothly descend within the central square hole of the rotating bodies 17a, 17b. Of course, both chuck mechanisms 19
Since the chuck mechanisms 19a and 19b also rotate together with the rotating bodies 17a and 17b, the clamping pieces 33a and 33b of these chuck mechanisms 19a and 19b do not interfere with the rotation and downward movement of the rectangular cylinder shafts 1a and lb.

掘削作業が進むことにより角筒軸1a、lbを吊り下げ
ている継手装置10が駆動装置3に接近し、駆動装置3
を下げなければそれ以上掘削作業を継続することが出来
なくなる。このような状況に至れば、駆動装置3を吊り
下げている吊り下げ索9を繰り出して駆動装置3を自重
により下降させるのであるが、このとき駆動装置3は支
持アーム5に一定角度で固定されているので、この支持
アーム5の下方への揺動に伴って掘削機本体車輌4に対
する駆動装置3の前後方向距離と角度とが変化する。J
!IIち、角筒軸1a、lbの位置と垂直度とが狂うこ
とになる。このような事態を避けるために、駆動装置3
を下降させることに平行して、支持アーム5の長さ調整
とシリンダーユニット16による駆動装置3(支持フレ
ーム12)の取り付は角度調整とを、人為的又は角筒軸
1a、1bの垂直度を自動的に検出する検出手段からの
信号に基づいて自動的に行わせて、角筒軸1a、1bの
位置と垂直度とを一定に保たせることが必要である。
As the excavation work progresses, the coupling device 10 suspending the square tube shafts 1a and lb approaches the drive device 3, and the drive device 3
Unless the level is lowered, excavation work cannot be continued any further. If such a situation occurs, the suspension cable 9 suspending the drive device 3 is let out and the drive device 3 is lowered by its own weight, but at this time the drive device 3 is fixed to the support arm 5 at a constant angle. Therefore, as the support arm 5 swings downward, the longitudinal distance and angle of the drive device 3 relative to the excavator main body vehicle 4 change. J
! II. The position and perpendicularity of the square cylinder shafts 1a and lb will be out of order. To avoid such a situation, drive device 3
In parallel with lowering the support arm 5, the length adjustment of the support arm 5 and the angle adjustment of the mounting of the drive device 3 (support frame 12) by the cylinder unit 16 are performed by adjusting the verticality of the rectangular cylinder shafts 1a and 1b. It is necessary to automatically maintain the position and perpendicularity of the rectangular tube shafts 1a, 1b constant based on a signal from a detection means that automatically detects the above.

尚、角筒軸1a、lb及び掘削用スクリュー2a+2b
の自重だけでは、自転する掘削用スクリユ−2a、2b
を所定の速度で掘進させることが出来ない地盤状況に於
いては、駆動装置3の大重量を付加して角筒軸1a、i
b及び掘削用スクリュー2a、  2bを強力に下降さ
せることも出来る、即ち、駆動装置3に於けるチャック
機構19a、19bのシリンダーユニット37により昇
降フレーム34を下降させると、両チャック機構19a
、19bの挟持片33a、53bが昇降フレーム34と
共に下降する操作リング36によって内方に押圧揺動せ
しめられて角筒軸1a、1bを挟持するので、吊り下げ
索9を繰り出すことにより駆動装置3全体の重量が両チ
ャック機構19a。
In addition, square cylinder shafts 1a, lb and drilling screws 2a+2b
The excavating screws 2a and 2b rotate on their own with only their own weight.
In ground conditions where it is not possible to excavate at a predetermined speed, the large weight of the drive device 3 may be added to the square tube shafts 1a, i.
In other words, when the cylinder unit 37 of the chuck mechanisms 19a, 19b in the drive device 3 lowers the lifting frame 34, both chuck mechanisms 19a
, 19b are pressed and swung inward by the operation ring 36 that descends together with the elevating frame 34 to clamp the rectangular cylinder shafts 1a, 1b. The total weight is the two chuck mechanisms 19a.

19bの挟持片33a、35bを介して角筒軸1a、l
bに作用し、掘削用スクリュー2a、2bの掘進力が増
大する。このとき、挟持片33a。
The square tube shafts 1a, l are connected via the clamping pieces 33a, 35b of 19b.
b, and the digging force of the drilling screws 2a, 2b increases. At this time, the holding piece 33a.

33bを内方に押圧揺動させる操作リング36は挟持片
7J3a、53bと一体に回転することになる。
The operation ring 36 that presses and swings the 33b inward rotates together with the clamping pieces 7J3a and 53b.

駆動装置3と共に角筒軸1a、1bを一定ストローク下
降させたならば、シリンダーユニット37により昇降フ
レーム34を元の位置まで上昇させ、操作リング36に
よる挟持片33a、33bの押圧作用を解除した状態で
吊り下げ索9を巻き上げて駆動装置3を角筒軸1a、l
bに対し元の高さまで上昇させる。そして再びチャック
機構19a、19bを作動させて駆動装置3を下降させ
る操作を繰り返し行うことにより、掘削用スクリュー2
a、2bを単位量づつ掘進させることが出来る。
Once the rectangular cylinder shafts 1a, 1b are lowered by a certain stroke together with the drive device 3, the cylinder unit 37 raises the elevating frame 34 to its original position, and the pressing action of the operation ring 36 on the clamping pieces 33a, 33b is released. to wind up the hanging cable 9 and move the drive device 3 to the square tube shafts 1a, l.
b to the original height. Then, by repeatedly operating the chuck mechanisms 19a and 19b to lower the drive device 3, the excavating screw 2
A and 2b can be excavated by a unit amount.

フィルパイル等を築造するために掘削用スクリュー2a
、2bの先端からベントナイトやセメントモルタルを注
出させる必要のあるときは、継手装置10に於ける2本
の流体供給管42a、42bに可撓管を介してベントナ
イト等を供給すれば、そのベントナイト等は回転流体継
手418.41b、角筒軸1a、1bと一体に自転して
いる回転筒軸40a、40b内、及び自転している角筒
軸ia、lb内を経由して掘削用スクリュー2a、2b
内に供給され、掘削用スクリュー2a、2bの先端から
注出される。
Excavation screw 2a for building fill pile etc.
, 2b, when it is necessary to pour out bentonite or cement mortar from the tip of the joint device 10, the bentonite or the like can be poured out by supplying bentonite or the like to the two fluid supply pipes 42a and 42b in the coupling device 10 through flexible pipes. etc. are the drilling screw 2a via the rotary fluid joint 418, 41b, the rotary cylinder shafts 40a, 40b that rotate together with the square cylinder shafts 1a, 1b, and the inside of the square cylinder shafts ia, lb that rotate. , 2b
It is supplied into the interior and poured out from the tips of the drilling screws 2a and 2b.

(発明の作用及び効果) 以上のように本発明の掘削機によれば、大重量となる駆
動装置を支持アームと吊り下げ索とによって定位置に保
持し、角筒軸を吊り下げている吊り下げ索を繰り出すこ
とにより前記駆動装置をガイドとして掘削用スクリュー
を備えた前記角筒軸を自重で垂直に掘進させ、所定の掘
削作業を行うことが出来る。又、掘削用スクリュー及び
角筒軸の自重だけでは所定速度で掘進させることが出来
ない場合には、駆動装置に設けたチャック機構による角
筒軸の挟持開放作用と駆動装置の昇降運動とにより、駆
動装置の大重量を角筒軸に付加して掘進力を増大させる
ことも出来る。
(Operations and Effects of the Invention) As described above, according to the excavator of the present invention, the heavy drive device is held in a fixed position by the support arm and the suspension rope, and By letting out the lower cable, the rectangular tube shaft equipped with the excavation screw is vertically excavated by its own weight using the drive device as a guide, and a predetermined excavation work can be performed. In addition, if it is not possible to excavate at a predetermined speed with only the weight of the excavation screw and the square tube shaft, the clamping and releasing action of the square tube shaft by the chuck mechanism provided in the drive device and the vertical movement of the drive device will It is also possible to increase the digging force by adding the large weight of the drive device to the square tube shaft.

このように掘削作業は従来の掘削機と変わりなく行うこ
とが出来るものでありながら、掘削用スクリューを含む
角筒軸の全長よりも長い、数10mにも及ぶ長尺で且つ
大強度のガイド支柱が不要であるから、全体を安価に構
成することが出来、更に掘削位置の変更等のための掘削
機本体車輌の移動も容易に行うことが出来る。
In this way, the excavation work can be carried out in the same way as a conventional excavator, but the guide column is long, several tens of meters long, and has high strength, which is longer than the entire length of the square cylinder shaft including the excavation screw. Since this is not necessary, the entire excavator can be constructed at low cost, and the excavator main vehicle can be easily moved to change the excavation position.

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

第1図は全体の一部切り欠き側面図、第2図は要部の正
面図、第3図は駆動装置支持部の側面図、第4図は同平
面図、第5図は駆動装置に於ける角筒軸駆動用回転体と
モーターとの連動機構を示す平面図、第6図は駆動装置
要部の詳細を示す一部縦断正面図、第7図は角筒軸案内
用ローラーユニットの一部切り欠き平面図、第8図は角
筒軸を吊り下げる継手装置の一部縦断正面図である。 1a、1b・・・角筒軸、2a、2b・・・掘削用スク
リュー、3・・・駆動装置、4・・・掘削機本体車輌、
5・・・伸縮自在な支持アーム、8・・・ブーム、9,
11・・・吊り下げ索、10・・・継手装置、12・・
・支持フレーム、14a、14b、16.37−ジリン
ダーユニツト、17a、17b・・・角筒軸駆動用回転
体、18a、18b−駆動用モーター、19a、19b
・・・チャック機構、20a〜21b・・・角筒軸案内
用CI−ラー4ニフ)、22・・・o−ラ−129a〜
31b・・・平歯車、33a、33b・・・挟持片、3
4・・・昇降フレーム、36・・・操作リング、38・
・・吊り下げフレーム、40a、40b・・・回転筒軸
、41 a、  41 b−回転流体継手、42a、4
2b・−流体供給管、43・・・角筒軸連結用角軸部。 第3図 第4図
Fig. 1 is a partially cutaway side view of the whole, Fig. 2 is a front view of the main parts, Fig. 3 is a side view of the drive device support section, Fig. 4 is a plan view of the same, and Fig. 5 is a view of the drive device. FIG. 6 is a partially longitudinal front view showing the details of the main parts of the drive device, and FIG. 7 is a plan view showing the interlocking mechanism between the rotating body for driving the square tube shaft and the motor. FIG. 8 is a partially cutaway plan view and a partially vertical front view of a joint device for suspending a square cylinder shaft. 1a, 1b... Square tube shaft, 2a, 2b... Screw for excavation, 3... Drive device, 4... Excavator main body vehicle,
5... Telescopic support arm, 8... Boom, 9,
11... Hanging cable, 10... Coupling device, 12...
・Support frame, 14a, 14b, 16.37-Girinder unit, 17a, 17b...Rotating body for driving square cylinder shaft, 18a, 18b-Drive motor, 19a, 19b
...Chuck mechanism, 20a~21b...CI-ra 4 nif for square tube shaft guide), 22...o-ra-129a~
31b... spur gear, 33a, 33b... clamping piece, 3
4... Lifting frame, 36... Operation ring, 38...
... Hanging frame, 40a, 40b... Rotating cylinder shaft, 41 a, 41 b - Rotating fluid coupling, 42 a, 4
2b - Fluid supply pipe, 43... Square shaft part for connecting square cylinder shaft. Figure 3 Figure 4

Claims (1)

【特許請求の範囲】[Claims] 下端に掘削用スクリューを連結した角筒軸が昇降移動の
み可能に貫通する角筒軸駆動用回転体、この回転体を駆
動するモーター、及び前記角筒軸に対する開閉自在なチ
ャック機構を備えた駆動装置を、掘削機本体車輌に一端
を上下揺動自在に枢着された支持アームに支持させると
共に、前記掘削機本体車輌から延びる吊り下げ用ブーム
に前記駆動装置を繰り出し巻き上げ自在な吊り下げ索に
より吊り下げ、前記角筒軸の上端には、この角筒軸と連
通連結される回転筒軸と、この回転筒軸に回転流体継手
を介して連通せしめられた流体供給管とを備えた継手装
置を結合すると共に、前記ブームにこの継手装置を繰り
出し巻き上げ自在な吊り下げ索により吊り下げて成る掘
削機。
A rotary body for driving a square tube shaft through which a square tube shaft with an excavation screw connected to its lower end can be moved only up and down, a motor for driving this rotor, and a chuck mechanism that can freely open and close the square tube shaft. The device is supported by a support arm whose one end is pivotally connected to the excavator main vehicle so as to be able to swing up and down, and the driving device is extended from the excavator main vehicle by a hanging cable that can be freely wound up. A coupling device comprising a rotating cylinder shaft that is suspended and connected to the square cylinder shaft at an upper end thereof, and a fluid supply pipe that communicates with the rotary cylinder shaft via a rotary fluid coupling. and the coupling device is suspended from the boom by a hanging cable that can be freely fed out and rolled up.
JP10463985A 1985-05-16 1985-05-16 Excavator Granted JPS61261519A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10463985A JPS61261519A (en) 1985-05-16 1985-05-16 Excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10463985A JPS61261519A (en) 1985-05-16 1985-05-16 Excavator

Publications (2)

Publication Number Publication Date
JPS61261519A true JPS61261519A (en) 1986-11-19
JPH0250253B2 JPH0250253B2 (en) 1990-11-01

Family

ID=14386018

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10463985A Granted JPS61261519A (en) 1985-05-16 1985-05-16 Excavator

Country Status (1)

Country Link
JP (1) JPS61261519A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0296085A (en) * 1988-09-30 1990-04-06 Seikichi Yamamoto Slot boring construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0296085A (en) * 1988-09-30 1990-04-06 Seikichi Yamamoto Slot boring construction

Also Published As

Publication number Publication date
JPH0250253B2 (en) 1990-11-01

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