JPH0390707A - Pressing-in and pulling-off device for casing tube and usage thereof - Google Patents

Pressing-in and pulling-off device for casing tube and usage thereof

Info

Publication number
JPH0390707A
JPH0390707A JP22756889A JP22756889A JPH0390707A JP H0390707 A JPH0390707 A JP H0390707A JP 22756889 A JP22756889 A JP 22756889A JP 22756889 A JP22756889 A JP 22756889A JP H0390707 A JPH0390707 A JP H0390707A
Authority
JP
Japan
Prior art keywords
frame
casing tube
vertical guide
guide rail
lifting
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
JP22756889A
Other languages
Japanese (ja)
Other versions
JP2811476B2 (en
Inventor
Shiyuuji Sawai
秋司 沢井
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.)
Kato Works Co Ltd
Kato Seisakusho Co Ltd
Original Assignee
Kato Works Co Ltd
Kato Seisakusho 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 Kato Works Co Ltd, Kato Seisakusho Co Ltd filed Critical Kato Works Co Ltd
Priority to JP22756889A priority Critical patent/JP2811476B2/en
Publication of JPH0390707A publication Critical patent/JPH0390707A/en
Application granted granted Critical
Publication of JP2811476B2 publication Critical patent/JP2811476B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Earth Drilling (AREA)

Abstract

PURPOSE:To prevent the damage of a casing tube by a method wherein while the casing tube is pressed down to depth at which the press direction thereof is decided by a ground, guide rails are brought into slide contact with the respective vertical guide parts of a corresponding elevating frame, and at depth deeper than aforesaid depth, the guide rails are separated therefrom. CONSTITUTION:Through expansion of outriggers at the front and the rear of a self-running type boring machine, an earthing frame 5 is brought into pressure contact with a ground, and arranged in a horizontal state by means of a leveller. Guide rails 17 and 18 making slide contact with vertical guide parts 13 and 14 of an elevating frame 8 are supported to the lower ends of the inner cylinders of jacks 3 and 4, respectively. A tube is vertically pressed in a ground as a clamp unit 6 with which a casing tube is wrapped is rotated by a drive rotary device 7. When the tube is pressed down to depth at which the press direction of the tube is decided by a ground, the rails 17 and 18 are separated away from the guide parts 13 and 14 through a parallel clamp mechanism, and the tube is pressed down to a given depth. This method enables prevention of the damage of the tube and the like.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明はオールケーシングエ法によってコンクリート杭
を場所打ちするため、穿孔機に取付けられるケーシング
チューブの押込、引抜装置、及びその使用方法に関する
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a casing tube pushing and pulling device attached to a drilling machine for casting concrete piles in place using the all-casing method, and a method for using the same.

〔従来の技術〕[Conventional technology]

従来ケーシングチューブな抱持緊締可能なクランプユニ
ットと、該クランプユニットの駆動回転装置とを備える
昇降枠を昇降シリンダで押下げて、該ケーシングチュー
ブを地盤に押込む際は、自走式穿孔機或いは接地枠を杭
芯に合わせて前後のアウトリガにより地盤上に水平支持
させ、該接地枠式いは穿孔機の機体に垂直に取付けた伸
縮ガイド部材やガイドフレームによって昇降枠を昇降案
内させ、ケーシングチューブ外壁と地盤との摩擦抵抗を
軽減するため、該ケーシングチューブの押込操作と若干
の引抜操作とを繰返して押込んでいる。
Conventionally, when a lifting frame equipped with a clamp unit capable of holding and tightening a casing tube and a drive rotation device for the clamp unit is pushed down with an lifting cylinder and the casing tube is pushed into the ground, a self-propelled drilling machine or The grounding frame is aligned with the pile core and supported horizontally on the ground by the front and rear outriggers, and the lifting frame is guided up and down by the telescopic guide member or guide frame attached vertically to the grounding frame type or the body of the drilling machine, and the casing tube In order to reduce the frictional resistance between the outer wall and the ground, the casing tube is repeatedly pushed in and pulled out slightly.

(例えば特開昭63−251520号公報や特公昭42
−7948号公報参照) 〔発明が解決しようとする課題〕 この従来技術では、ケーシングチューブの押込みが進む
につれ、穿孔機の機体や接地枠な水平に支持している各
油圧ジヤツキの支持地盤が、ケーシングチューブの押込
みや引抜き時の反力の変化によって不整沈下を起こすた
め、昇降枠な案内する伸縮ガイド部材やガイドフレーム
が垂直位置よう傾斜して、押込んだケーシングチューブ
に固定支持された昇降枠と、これを案内する伸縮ガイド
部材等とが競υ合い、クランプユニット駆動回転装置や
昇降シリンダの作動動力の大きな損失を生じたシ、ケー
シングチューブを損傷させたシすることになる。
(For example, Japanese Patent Application Laid-open No. 63-251520 and Japanese Patent Publication No. 42
(Refer to Publication No. 7948) [Problems to be Solved by the Invention] In this prior art, as the casing tube is pushed in, the supporting ground of each hydraulic jack horizontally supported by the body of the drilling machine and the grounding frame, Because irregular settling occurs due to changes in the reaction force when the casing tube is pushed in or pulled out, the elevating frame is fixedly supported by the pushed-in casing tube, with the telescopic guide member and guide frame that guide the elevating frame being tilted to a vertical position. This causes competition between the clamp unit and the telescopic guide member that guides it, resulting in a large loss of operating power for the clamp unit drive rotation device and lifting cylinder, and damage to the casing tube.

これを避けるため、ケーシングチューブの押込み中に傾
斜した穿孔機の機体や接地枠な水平位置に矯正するよう
にしても、該機体や接地枠が傾斜する際には、これに固
定支持された各油圧ジヤツキの下端がその支持地盤に対
し摺動変位しているため、ケーシングチューブに固定さ
れた昇降枠に対し伸縮ガイド部材が偏心して同様の結果
を招く。
In order to avoid this, even if the tilted body of the drilling machine or the grounding frame is corrected to a horizontal position while pushing the casing tube, when the machine body or the grounding frame is tilted, each of the Since the lower end of the hydraulic jack is slidingly displaced with respect to the supporting ground, the telescopic guide member is eccentric with respect to the lifting frame fixed to the casing tube, resulting in a similar result.

本発明は場所打ちコンクリート杭の芯位置精度やその垂
直精度がケーシングチューブを地盤に4〜5m押込む間
に決定されること、及びこの押込み中は前部アウトリガ
の全油圧ジヤツキ下端に連結した1個の接地枠を地盤上
に支持させれば、穿孔機機体の水平度が狂う恐れがない
ことに着目して、ケーシングチューブを地盤に押込むに
際し、その押込方向が地盤により決定される深さまで押
込む間は、昇降枠を穿孔機の前部アウトリガの各油圧ジ
ヤツキに取付けた短い案内レールにより案内させ、それ
以上の深さにケーシングチューブを押込む際は、該案内
レールによる昇降枠のガイドを止めるようにして、上記
課題を解決することを目的とする。
The present invention provides that the core position accuracy and vertical accuracy of the cast-in-place concrete pile are determined while the casing tube is being pushed into the ground by 4 to 5 meters, and that during this pushing, the casing tube is connected to the lower end of the full hydraulic jack of the front outrigger. Focusing on the fact that if the grounding frame is supported on the ground, there is no risk of the horizontality of the drilling machine being disturbed, when pushing the casing tube into the ground, the direction of pushing is determined by the ground. During pushing, the lifting frame is guided by short guide rails attached to each hydraulic jack on the front outrigger of the drilling machine, and when pushing the casing tube to a deeper depth, the lifting frame is guided by the guide rails. The purpose is to solve the above problem by stopping the

〔課題を解決するための手段〕[Means to solve the problem]

本発明はこの目的を達成するため、ケーシングチューブ
が遊嵌貫通し得る自走式の穿孔機の前部アウトリガ架台
に、その後部アウトリガと協同して該穿孔機を水平支持
する複数の油圧ジヤツキの外筒を垂直に固着して、該全
油圧ジヤツキの内筒下端の間を、ケーシングチューブが
遊嵌貫通し得る水平の接地枠で連結し、ケーシングチュ
ーブな抱持緊締可能なクランプユニットと、該クランプ
ユニットの駆動回転装置とを備える昇降枠を前部アウト
リガ架台と接地枠との間に配設して、該昇降枠にその外
周を均分してピストンロッド下端が連結された複数の垂
直の昇降シリンダを前部アウトリガ架台に取付け、昇降
枠の昇降は許すがその回転は阻止するように、該昇降枠
と自走式穿孔機の機体との間を伸縮のみ自在なリンク部
材で連結し、且つ各油圧ジヤツキに夫々対向する直線状
の垂直案内部を昇降枠に設けて、昇降シリンダの伸縮ス
トロークだけ該昇降枠な垂直に案内するように、該各垂
直案内部に摺接係合する短い案内レールを夫々対応油圧
ジヤツキの内筒下部に支持させて、該案内レールを垂直
案内部から離脱させ得る手段を設けたものである。
In order to achieve this object, the present invention has a front outrigger mount of a self-propelled drilling machine through which a casing tube can be loosely fitted, and a plurality of hydraulic jacks that cooperate with the rear outrigger to horizontally support the drilling machine. The outer cylinder is fixed vertically, and the lower ends of the inner cylinder of the full hydraulic jack are connected by a horizontal grounding frame through which the casing tube can be loosely inserted, and a clamp unit capable of holding and tightening the casing tube is provided. An elevating frame equipped with a drive rotation device for the clamp unit is disposed between the front outrigger frame and the grounding frame, and the elevating frame is provided with a plurality of vertical rods whose outer circumferences are equally divided and whose lower ends are connected to piston rods. The lifting cylinder is attached to the front outrigger frame, and the lifting frame and the body of the self-propelled drilling machine are connected by a link member that can only expand and contract, so as to allow the lifting frame to move up and down but prevent its rotation. In addition, a straight vertical guide part facing each hydraulic jack is provided on the lifting frame, and a short length is slidably engaged with each of the vertical guide parts so as to vertically guide the lifting frame by the extension/contraction stroke of the lifting cylinder. Each of the guide rails is supported by the lower part of the inner cylinder of the corresponding hydraulic jack, and means is provided for detaching the guide rail from the vertical guide section.

案内レールを垂直溝の溝壁から離脱させ得る手段として
は、昇降枠の直径線上両側に夫々突出固着した摺動腕に
前後一対の垂直案内部を設け、該各摺動腕を挟んでアウ
トリガ架台の両側に夫々取付けた前後一対の油圧ジヤツ
キの内筒下部に、夫々平行クランク機構を介して、前記
各垂直案内部に係脱する案内レールを取付け、該各案内
レールが対応する垂直案内部に摺接係合した時に、各平
行クランク機構のクランクアームが水平位置に固定され
るように構成するのがよい。
As a means for detaching the guide rail from the groove wall of the vertical groove, a pair of front and rear vertical guide portions are provided on sliding arms that are fixedly protruding from both sides of the diametrical line of the lifting frame, and an outrigger mount is installed between the sliding arms. A guide rail that engages and disengages from each of the vertical guide sections is installed via a parallel crank mechanism at the lower part of the inner cylinder of a pair of front and rear hydraulic jacks that are attached to both sides of the Preferably, the crank arm of each parallel crank mechanism is fixed in a horizontal position when slidingly engaged.

この装置を使用する際は、接地枠を水平に接地させた前
部アウトリガと後部アウトリガとで穿孔機を水平に保持
させてかいて、ケーシングチューブの押込方向が地盤に
よう決定される深さまで該ケーシングチューブを押込む
間は、各案内レールを対応する昇降枠の垂直案内部に摺
接係合させ、それ以上の深さにケーシングチューブを押
込む際は、該昇降枠の垂直案内部から案内レールを離脱
させる。
When using this device, hold the drilling machine horizontally with the front outrigger and rear outrigger with the grounding frame horizontally grounded, and push the casing tube into the ground to a determined depth. While pushing the casing tube, each guide rail is slidably engaged with the vertical guide part of the corresponding lifting frame, and when pushing the casing tube to a deeper depth, the guide rail is guided from the vertical guide part of the corresponding lifting frame. Remove the rail.

〔作 用〕[For production]

本発明は上記構成よシなるから、前後のアウトリガを収
縮してコンクリート杭の場所打ち箇所に移動した自走式
穿孔機は、該前後アウトリガの油圧ジヤツキを同時に伸
長することにより、接地枠を地盤に圧接させるが、その
際必要に応じ挟材を介して該接地枠な水準器により水平
に設定する。
Since the present invention has the above-mentioned configuration, the self-propelled drilling machine, which has moved to the place where concrete piles are cast by contracting the front and rear outriggers, simultaneously extends the hydraulic jacks of the front and rear outriggers, and then moves the grounding frame to the ground. At that time, if necessary, the grounding frame is set horizontally using a spirit level via a sandwich material.

次で前後アウトリガを微細に調節して、穿孔機を地盤上
に水平支持させれば、前部アウトリガ架台で上部を剛に
結合した各油圧ジヤツキ、が水平の接地枠上に直立固定
される。
Next, by finely adjusting the front and rear outriggers to horizontally support the drilling machine on the ground, each hydraulic jack, whose upper part is rigidly connected by the front outrigger frame, is fixed upright on the horizontal ground frame.

そこで昇降枠の直線状の各垂直案内部に摺接係合させた
案内レールを対応する各油圧ジヤツキの内筒下部に夫々
支持させておいて、該昇降枠や接地枠を遊嵌貫通して直
立するケーシングチューブを抱持緊締したクランプユニ
ットを、その駆動回転装置で回転させながら昇降シリン
ダを伸長したう、若干収縮したりする操作と、該クラン
プユニットを開いて昇降シリンダを収縮する操作とを反
覆して、ケーシングチューブを回転させながら地盤に押
込むのであるが、その際昇降枠に作用するケーシングチ
ューブの回転反力が案内レールを介して各油圧ジヤツキ
に伝達されると、前部アウトリガ架台に上部が剛に固着
された各油圧ジヤツキの下端が互いに水平の接地枠で連
結されているから、該油圧ジヤツキの内筒下部は殆ど撓
む恐れがなく、該回転反力を穿孔機や接地枠で受止める
Therefore, a guide rail that is slidably engaged with each linear vertical guide part of the lifting frame is supported by the lower part of the inner cylinder of each corresponding hydraulic jack, and the guide rail is loosely fitted through the lifting frame and the grounding frame. The clamp unit, which holds and tightens the upright casing tube, is rotated by its driving rotation device while extending or slightly contracting the lifting cylinder, and the operation of opening the clamp unit and contracting the lifting cylinder. The casing tube is repeatedly pushed into the ground while being rotated. At this time, the rotational reaction force of the casing tube that acts on the lifting frame is transmitted to each hydraulic jack via the guide rail, and the front outrigger frame is Since the lower ends of each hydraulic jack whose upper part is rigidly fixed to each other are connected to each other by a horizontal grounding frame, there is almost no risk of the lower part of the inner cylinder of the hydraulic jack bending, and the rotational reaction force is transferred to the drilling machine or the grounding frame. Accept it within the frame.

又接地面積の大きい接地枠による穿孔機前部の垂直支持
耐力が大きくて、該接地枠支持地盤の不整沈下を防止す
るから、各案内レールはその垂直性を維持してケーシン
グチューブが垂直に地盤に押込まれる。
In addition, the vertical support capacity of the front part of the drilling machine by the ground frame with a large ground contact area is large, and the support ground of the ground frame is prevented from uneven settling, so each guide rail maintains its verticality and the casing tube is vertically placed on the ground. pushed into.

こうして穿孔機によるケーシングチューブ内の穿孔と相
俟って、ケーシングチューブの押込方向が地盤により決
定される深さ捷で該ケーシングチューブが押込筐れると
、各案内レールを対応垂直案内部から離脱させて、該ケ
ーシングチューブを地盤により垂直に案内させながら、
所要深さまで該ケーシングチューブを押込む。その際昇
降枠に作用するケーシングチューブの回転反力は、該昇
降枠と穿孔機機体との間を連結する伸縮のみ自在なリン
ク部材を介して該機体により受止める。
In this way, when the casing tube is pushed into the casing at a depth determined by the ground in combination with the drilling of the inside of the casing tube by the drilling machine, each guide rail is separated from the corresponding vertical guide section. While guiding the casing tube vertically by the ground,
Push the casing tube to the required depth. At this time, the rotational reaction force of the casing tube acting on the lifting frame is received by the lifting frame and the drilling machine body via a link member that can only expand and contract.

昇降枠の直径線上両側に夫々突出固着した摺動腕の前後
一対の垂直案内部に係脱する案内レールを、夫々平行ク
ランク機構を介して前後一対の油圧ジヤツキの内筒下部
に取付けて、該各案内レールが対応する垂直案内部に摺
接係合した時に、各平行クランク機構のクランクアーム
が水平位置に固定されるように構成すれば、各油圧ジヤ
ツキの内筒に対する案内レールの取付精度や取付剛性が
高くなって、昇降枠の案内精度が向上するのみならず、
案内レールを垂直案内部に対し迅速且つ容易に係脱させ
ることができる。
Guide rails that engage and disengage from a pair of front and rear vertical guide portions of sliding arms protruding and fixed on both sides of the diametrical line of the lifting frame are respectively attached to the lower part of the inner cylinders of a pair of front and rear hydraulic jacks via parallel crank mechanisms. If the crank arm of each parallel crank mechanism is configured to be fixed in a horizontal position when each guide rail is slidably engaged with the corresponding vertical guide part, the mounting accuracy of the guide rail to the inner cylinder of each hydraulic jack can be improved. The mounting rigidity is increased, which not only improves the guiding accuracy of the lifting frame, but also
The guide rail can be quickly and easily engaged with and disengaged from the vertical guide section.

〔実 施 例〕〔Example〕

以下本発明の一実施例を図について説明する。 An embodiment of the present invention will be described below with reference to the drawings.

穿孔機の機体10は第1図のようにクローラ走行装置2
1上に搭載され、該機体10の後端両側には後部アウト
リガを形成する油圧ジヤツキ26が、又該機体10の前
端にはケーシングチューブ1の遊嵌可能な平面U字形の
前部アウトリガ架台2が夫々固着される。前部アウトリ
ガ架台2の両側には、夫々ケーシングチューブ1に関し
軸対称配置となる前後一対の油圧ジヤツキ6.4の外筒
22が垂直に固着される。各油圧ジヤツキ6.4は第2
図及び第4図に示すように、横断面正方形状の外筒22
と、これに摺動のみ自在に嵌合する内筒26と、該内外
筒間を連結する伸縮シリンダ24とよシなり、該全油圧
ジヤツキの内筒下端は夫々自在継手25を介して水平の
接地枠5に連結されて、該接地枠の僅少傾動を許すよう
にしている力〜該全油圧ジヤツキの内筒下端は水平の接
地枠に剛に固着しておいてもよい。両側の各油圧ジヤツ
キ3 、4 、26は個別に伸縮制御することも、或い
は又同時に伸縮制御することもできることは勿論である
The body 10 of the drilling machine has a crawler traveling device 2 as shown in FIG.
Hydraulic jacks 26 forming rear outriggers are mounted on both sides of the rear end of the fuselage 10, and a U-shaped front outrigger frame 2 is mounted on the front end of the fuselage 10, into which the casing tube 1 can be fitted loosely. are fixed respectively. On both sides of the front outrigger frame 2, outer cylinders 22 of a pair of front and rear hydraulic jacks 6.4 are fixed vertically, respectively, and are arranged axially symmetrically with respect to the casing tube 1. Each hydraulic jack 6.4 is the second
As shown in the figure and FIG. 4, an outer cylinder 22 having a square cross section
The lower ends of the inner cylinders of the fully hydraulic jack are horizontally connected to each other via universal joints 25. The lower end of the inner cylinder of the fully hydraulic jack, which is connected to the grounding frame 5 and allows slight tilting of the grounding frame, may be rigidly fixed to the horizontal grounding frame. Of course, each of the hydraulic jacks 3, 4, 26 on both sides can be controlled to expand and contract individually, or can be controlled to expand and contract simultaneously.

クランプユニット6は第2図及び第3図に示すようにケ
ーシングチューブ1を抱持する円弧状のセグメント6a
 、6b 、6c 、6d 、6eを順次鎖状にピン2
7で連結して、その両端のセグメント6a、6c間を上
下一対の油圧シリンダ28で連結したもので、該各セグ
メントはそのビン連結部27と、油圧シリンダ28の両
端を夫々連結するピン連結部29とを除けば、剛性の大
きい円環形成部(イ)の上下に夫々半径方向外側に突出
する鍔形成部(ロ)、(ハ)を設けた同じコの字形断面
を備える。
The clamp unit 6 has an arcuate segment 6a that holds the casing tube 1 as shown in FIGS. 2 and 3.
, 6b , 6c , 6d , 6e in sequence in a chain with pin 2
7, and the segments 6a and 6c at both ends are connected by a pair of upper and lower hydraulic cylinders 28, and each segment has a pin connecting portion connecting the bottle connecting portion 27 and both ends of the hydraulic cylinder 28, respectively. 29, the same U-shaped cross section is provided, with collar forming portions (B) and (C) protruding radially outwardly above and below a highly rigid annular forming portion (A), respectively.

全セグメントの上下の鍔形成部間には、下部を玉軸受6
0の内輪部材に形成したリングギヤ31が水平方向の相
対的な摺動自在に常時挟持され、該玉軸受30の外輪部
材32は逆り字状断面を持つ昇降枠8の外周壁板8aの
下部に一体に固定支持される。66は外輪部材62の下
側に取付けた受台で、該受台33上には、クランプユニ
ット開閉用の油圧シリンダ28に油圧を給排する油路の
途中に設けた回シ継手(ロータリシール)34がリング
ギヤ61と同心になるように取付けられ、該回シ継手3
4の内側回転部分は中間セグメント6Cに適宜連結され
る。昇降枠8の頂板内周に設けた補強環8bは各セグメ
ン)6a〜6eの頂面に略摺接させるのがよい。
A ball bearing 6 is installed at the bottom between the upper and lower flange forming parts of all segments.
A ring gear 31 formed on the inner ring member of the ball bearing 30 is always held so as to be slidable relative to each other in the horizontal direction, and the outer ring member 32 of the ball bearing 30 is attached to the lower part of the outer peripheral wall plate 8a of the lifting frame 8 having an inverted cross-section. It is fixedly supported in one piece. Reference numeral 66 denotes a pedestal attached to the lower side of the outer ring member 62. On the pedestal 33, there is a rotary seal (rotary seal) provided in the middle of an oil passage for supplying and discharging hydraulic pressure to the hydraulic cylinder 28 for opening and closing the clamp unit. ) 34 is attached so as to be concentric with the ring gear 61, and the rotary joint 3
The inner rotating portion of 4 is appropriately connected to the intermediate segment 6C. It is preferable that the reinforcing ring 8b provided on the inner periphery of the top plate of the lifting frame 8 is brought into substantially sliding contact with the top surface of each segment 6a to 6e.

クランプユニットの駆動回転装置は、ケーシングチュー
ブ1を抱持緊締したクランプユニット6とリングギヤ3
1とが同心になるように、中間セグメント6cの上下の
鍔形成部(口、)9を多数のボルト、ナツト65でリン
グギヤ31に固着し、昇降枠8の四隅に夫々取付けた油
圧モータ66の出力側ビニオン67を、中間歯車68を
介してリングギヤ61に連動連結してなる。油圧モータ
36は一方向に回転するようにしても、或いは又正逆切
換え回転するようにしてもよい。
The drive rotation device of the clamp unit includes a clamp unit 6 that holds and tightens the casing tube 1 and a ring gear 3.
1, the upper and lower collar forming parts (mouths) 9 of the intermediate segment 6c are fixed to the ring gear 31 with a number of bolts and nuts 65, and the hydraulic motors 66 are attached to the four corners of the lifting frame 8, respectively. An output side pinion 67 is interlocked and connected to a ring gear 61 via an intermediate gear 68. The hydraulic motor 36 may be configured to rotate in one direction, or alternatively may rotate in forward and reverse directions.

垂直の昇降シリンダ9は夫々前後一対の油圧ジヤツキ6
.4間の中央部に位置するように、前部アウトリガ架台
2の両側に夫々枢着され、該両昇降シリンダ9のピスト
ンロッド下端は、昇降枠8の直径線上において両側に夫
々突出する摺動腕12と該昇降枠との頂面に植設したブ
ラケット39に枢着される。
The vertical lifting cylinders 9 each have a pair of hydraulic jacks 6 at the front and rear.
.. The lower ends of the piston rods of both lifting cylinders 9 are sliding arms that project to both sides on the diameter line of the lifting frame 8. 12 and a bracket 39 installed on the top surface of the elevating frame.

13.14は前後の油圧ジヤツキ3,4に夫々対向して
摺動腕12に凹設したV溝よシなる前後一対の垂直案内
部を示し、前部の垂直案内部16に摺接係合する垂直の
V形突出条を設けた案内レール17と、これを支持する
油圧ジヤツキ3の内筒下部との間は、該両者と協同して
平行クランク機構を形成するように上下のクランクアー
ム19゜40で連結され、又後部の垂直案内部14に摺
接係合する垂直のV形突出条を設けた案内レール18と
、これを支持する油圧ジヤツキ4の内筒下部との間は、
該両者と協同して同じ平行クランク機構を形成する上下
のクランクアーム20,41で連結されるが、該両平行
り2ンク機構を前後対称的に作動させるため、上下一対
のクランクアーム19゜40を備える平行クランク機構
の対角位置の連結ピン間に取付けた油圧シリンダ15と
、上下一対のクランクアーム20,41を備える平行ク
ランク機構の対角位置の連結ビン間に取付けた油圧シリ
ンダ16とは前後対称配置にしている。第4図の油圧シ
リンダ15は、案内レール17を垂直案内部13の壁面
よシ離脱させるように伸長した所を示し、又同図の油圧
シリンダ16は、案内レール18を垂直案内部14の壁
面に摺接係合させるように収縮したところを示してかり
、上下のクランクアーム20,41は水平位置にある。
13.14 shows a pair of front and rear vertical guide portions in the form of V-grooves recessed in the sliding arm 12 facing the front and rear hydraulic jacks 3 and 4, respectively, which are slidably engaged with the front vertical guide portion 16. Upper and lower crank arms 19 are connected between the guide rail 17, which is provided with a vertical V-shaped protruding strip, and the lower part of the inner cylinder of the hydraulic jack 3 that supports it, so as to form a parallel crank mechanism in cooperation with the two. Between the guide rail 18, which is connected at an angle of 40° and is provided with a vertical V-shaped protrusion that slides into the vertical guide portion 14 at the rear, and the lower part of the inner cylinder of the hydraulic jack 4 that supports the guide rail 18,
They are connected by upper and lower crank arms 20 and 41, which cooperate with each other to form the same parallel crank mechanism, but in order to operate both parallel two-link mechanisms symmetrically, the pair of upper and lower crank arms 19°40 Hydraulic cylinder 15 installed between diagonally positioned connecting pins of a parallel crank mechanism equipped with a hydraulic cylinder 15 installed between diagonally positioned connecting pins of a parallel crank mechanism equipped with a pair of upper and lower crank arms 20, 41. The front and back are arranged symmetrically. The hydraulic cylinder 15 in FIG. 4 is shown extended so as to separate the guide rail 17 from the wall surface of the vertical guide section 13, and the hydraulic cylinder 16 in FIG. The upper and lower crank arms 20, 41 are shown in a horizontal position when they are shown retracted into sliding engagement with each other.

尚各油圧ジヤツキの外筒22には、その内筒26に突出
固着したクランクアーム連結用の上下のブラケット42
.46が嵌少込む竪溝22aを設けて、該油圧ジヤツキ
の収縮を可能としている。
The outer cylinder 22 of each hydraulic jack has upper and lower brackets 42 for connecting the crank arm that protrude and are fixed to the inner cylinder 26.
.. A vertical groove 22a into which the hydraulic jack 46 is fitted is provided to allow the hydraulic jack to contract.

昇降枠8と機体10との間を連結する伸縮のみ自在なリ
ンク部材11は、第2図に示すように機体10に基端を
上下回動自在に枢着44した角杆45と、該角杆45が
摺動のみ自在に嵌挿される角筒46とを備え、該角筒に
固着したフォーク部分46aの先端が夫々上下回動自在
に昇降枠8側に枢着47されている。
As shown in FIG. 2, the link member 11, which is only extendable and retractable, connects the lift frame 8 and the fuselage 10, and has a corner rod 45 whose base end is pivoted to the fuselage 10 so as to be movable up and down. The rod 45 is provided with a rectangular tube 46 into which the rod 45 is slidably inserted, and the tips of fork portions 46a fixed to the rectangular tube are pivoted 47 to the elevating frame 8 so as to be movable up and down.

第1図中、48は先行挿入したケーシングチューブ1内
の穿孔を行うハンマータップを示し、該ハンマーグラブ
48は前部アウトリガ架台2上に俯仰自在に枢架したブ
ーム49の上端滑車を経由する巻索50に吊下げられる
。51は機台10上に搭載した巻索50の巻胴、52は
ブーム49のデリックシリンダ、53はハンマーグラブ
48を排土位置に押出し得るように該ブームに取付けた
押出具である。
In FIG. 1, reference numeral 48 indicates a hammer tap for drilling a hole in the casing tube 1 which has been previously inserted. It is suspended from a cable 50. Reference numeral 51 designates a winding drum of the winding cable 50 mounted on the machine base 10, 52 a derrick cylinder of the boom 49, and 53 a pushing tool attached to the boom so as to be able to push the hammer grab 48 to the earth unloading position.

以上昇降枠8の垂直案内部13.14に夫々対応する案
内レール17.18を平行クランク機構で係脱させる実
施例について説明したが、該各案内レールは昇降枠の外
側に設けた垂直案内部(V溝でも■形突出条でもよい)
に対応して各油圧ジヤツキの内筒下部に着脱可能に取付
けるようにしてもよい。
The embodiment in which the guide rails 17 and 18 corresponding to the vertical guide parts 13 and 14 of the lifting frame 8 are engaged and disengaged using a parallel crank mechanism has been described above. (V-grooves or ■-shaped protruding stripes are also acceptable)
Accordingly, it may be removably attached to the lower part of the inner cylinder of each hydraulic jack.

〔発明の効果〕〔Effect of the invention〕

本発明によれば次のような効果を奏する。 According to the present invention, the following effects are achieved.

(1)前部アウトリガ架台に外筒を垂直に固着した各油
圧ジヤツキの内筒下端を1個の水平接地枠で連結して、
該各内筒の下部に取付けた短い案内レールで昇降枠を昇
降シリンダの伸縮ストロークだけ垂直に案内するように
構成したから、ケーシングチューブの回転反力を穿孔機
や接地枠で受止めると共に、接地枠でその支持地盤の不
整沈下を防止しながら、ケーシングチューブの押込方向
が地盤により決定される深さまで、該ケーシングチュー
ブを垂直に押込むことができ、しかも該ケーシングチュ
ーブが接地枠に近い所で案内されるから、コンクリート
杭の芯位置精度も充分保証される。
(1) The outer cylinder is fixed vertically to the front outrigger frame, and the lower end of the inner cylinder of each hydraulic jack is connected with one horizontal grounding frame.
The short guide rail attached to the bottom of each inner cylinder is configured to vertically guide the lifting frame by the extension/contraction stroke of the lifting cylinder, so the rotational reaction force of the casing tube is absorbed by the perforator and the grounding frame, and the grounding The casing tube can be pushed vertically to a depth determined by the ground, while the frame prevents uneven settlement of the supporting ground, and the casing tube is close to the grounding frame. Since it is guided, the accuracy of the core position of the concrete pile is fully guaranteed.

(コ)昇降枠の直径線上両側に夫々突出固着した摺動腕
の前後一対の垂直案内部に対応する案内レールが夫々摺
接係合した時に、各平行クランク機構のクランクアーム
が水平位置に固定されるようにすれば、該垂直案内部へ
の案内レールの係脱が迅速且つ容易となって、ケーシン
グチューブの押込、引抜工数を節減できるのみならず、
昇降枠の案内時にかける案内レールの取付精度や取付剛
性が高くなる。
(g) When the guide rails corresponding to the pair of front and rear vertical guide portions of the sliding arms protruding and fixed on both sides of the diametrical line of the lifting frame slide into engagement with each other, the crank arms of each parallel crank mechanism are fixed in a horizontal position. By doing so, the guide rail can be quickly and easily engaged and disengaged from the vertical guide portion, and not only can the man-hours for pushing and pulling out the casing tube be reduced, but also
The mounting accuracy and mounting rigidity of the guide rail used when guiding the lifting frame are increased.

(3)ケーシングチューブの押込方向が地盤により決定
される深さまで該ケーシングチューブを押込む間は、各
案内レールで昇降枠な垂直に案内しそれ以上の深さにケ
ーシングチューブを押込む際は、該昇降枠よシ各案内レ
ールを離脱させて、該ケーシングチューブを地盤によう
案内させるようにすれば、ケーシングチューブの押込み
が進んで、穿孔機や接地枠な水平支持している各油圧ジ
ヤツキの支持地盤が、ケーシングチューブの押込みや引
抜き時の反力の変化によう不整沈下を起こして、穿孔機
や接地枠が若干傾斜しても、昇降枠と案内レールとが競
シ合って、クランプユニット駆動回転装置や昇降シリン
ダの作動動力の損失を招いたシ、ケーシングチューブを
損傷したシする恐れがない。
(3) While pushing the casing tube to a depth determined by the ground, the casing tube is guided vertically by each guide rail, and when pushing the casing tube to a deeper depth, If each guide rail is removed from the lifting frame and the casing tube is guided to the ground, the casing tube will be pushed in and the hydraulic jacks that are horizontally supported, such as the drilling machine and the ground frame, will be pushed in. Even if the supporting ground settles unevenly due to changes in the reaction force when the casing tube is pushed in or pulled out, and the drilling machine and grounding frame are slightly inclined, the lifting frame and guide rail will compete with each other, causing the clamp unit to There is no risk of loss of operating power of the drive rotation device or lifting cylinder, or damage to the casing tube.

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

第1図は本発明一実施例の側面図、第2図はそのX−X
断面に相当する横断平面図、第3図は第2図のY−Y線
に沿う昇降枠の断面図、第4図は第2図のz−z断面に
相当する断面図である。 1・・・ケーシングチューブ、2・・・前部アウトリガ
架台、6,4・・・油圧ジヤツキ、5・・・接地枠、6
・・・クランプユニット、7・・・クランプユニットの
駆動回転装置、8・・・昇降枠、9・・・昇降シリンダ
、10・・・穿孔機の機体、11・・・伸縮のみ自在な
リンク部材、12・・・摺動腕、13.14・・・垂直
案内部、15.16・・・油圧シリンダ、17.18・
・・案内レール、19 、20・・・クランクアーム、
26・・・油圧ジヤツキ、66・・・油圧モータ、40
,41・・・クランクアーム。 第 回 第 4 聞 4− 2 3
Fig. 1 is a side view of one embodiment of the present invention, and Fig. 2 is its X-X
3 is a cross-sectional view of the elevator frame taken along line Y-Y in FIG. 2, and FIG. 4 is a cross-sectional view corresponding to the zz cross-section in FIG. 2. 1... Casing tube, 2... Front outrigger frame, 6, 4... Hydraulic jack, 5... Grounding frame, 6
... Clamp unit, 7... Drive rotation device for clamp unit, 8... Elevating frame, 9... Elevating cylinder, 10... Body of drilling machine, 11... Link member that can only expand and contract. , 12...Sliding arm, 13.14...Vertical guide section, 15.16...Hydraulic cylinder, 17.18...
...Guide rail, 19, 20...Crank arm,
26...Hydraulic jack, 66...Hydraulic motor, 40
, 41... crank arm. 4th session 4-2 3

Claims (1)

【特許請求の範囲】 1 ケーシングチューブ(1)が遊嵌貫通し得る自走式
の穿孔機の前部アウトリガ架台(2)に、その後部アウ
トリガと協同して該穿孔機を水平支持する複数の油圧ジ
ャッキ(3、4)の外筒を垂直に固着して、該全油圧ジ
ャッキの内筒下端の間を、ケーシングチューブが遊嵌貫
通し得る水平の接地枠(5)で連結し、ケーシングチュ
ーブを抱持緊締可能なクランプユニット(6)と、該ク
ランプユニットの駆動回転装置(7)とを備える昇降枠
(8)を前部アウトリガ架台と接地枠との間に配設して
、該昇降枠にその外周を均分してピストンロッド下端が
連結された複数の垂直の昇降シリンダ(9)を前部アウ
トリガ架台に取付け、昇降枠(8)の昇降は許すがその
回転は阻止するように、該昇降枠と自走式穿孔機の機体
(10)との間を伸縮のみ自在なリンク部材(11)で
連結し、且つ各油圧ジャッキ(3、4)に夫々対向する
直線状の垂直案内部を昇降枠(8)に設けて、昇降シリ
ンダ(9)の伸縮ストロークだけ該昇降枠を垂直に案内
するように、該各垂直案内部に摺接係合する短い案内レ
ールを夫々対応油圧ジャッキ(6、4)の内筒下部に支
持させて、該案内レールを垂直案内部から離脱させ得る
手段を設けたことを特徴とするケーシングチューブの押
込、引抜装置。 2 案内レールを垂直案内部から離脱させ得る手段とし
て、昇降枠(8)の直径線上両側に夫々突出固着した摺
動腕(12)に前後一対の垂直案内部(13、14)を
設け、該各摺動腕を挟んでアウトリガ架台(2)の両側
に夫々取付けた前後一対の油圧ジャッキ(3、4)の内
筒下部に、夫々平行クランク機構を介して、前記各垂直
案内部に係脱する案内レール(17、18)を取付け、
該各案内レールが対応する垂直案内部に摺接係合した時
に、各平行クランク機構のクランクアーム(19、20
、40、41)が水平位置に固定されるように構成した
請求項1記載のケーシングチューブの押込、引抜装置。 3 ケーシングチューブをクランプユニットで抱持緊締
した昇降枠(8)の昇降シリンダ(9)を伸長或いは若
干収縮させる操作と、クランプユニットの拡開状態で該
昇降シリンダを収縮させる操作とを反覆して、該ケーシ
ングチューブを地盤に押込むに際しては、接地枠(5)
を水平に接地させた前部アウトリガと後部アウトリガと
で穿孔機を水平に保持させておいて、ケーシングチュー
ブの押込方向が地盤により決定される深さまで該ケーシ
ングチューブを押込む間は、各案内レールを対応する昇
降枠の垂直案内部に摺接係合させ、それ以上の深さにケ
ーシングチューブを押込む際は、該昇降枠の垂直案内部
から案内レールを離脱させることを特徴とする請求項1
或いは2記載のケーシングチューブの押込、引抜装置の
使用方法。
[Scope of Claims] 1. A front outrigger mount (2) of a self-propelled drilling machine into which a casing tube (1) can be loosely fitted is provided with a plurality of units that horizontally support the drilling machine in cooperation with the rear outrigger. The outer cylinders of the hydraulic jacks (3, 4) are fixed vertically, and the lower ends of the inner cylinders of the hydraulic jacks are connected by a horizontal grounding frame (5) through which the casing tube can loosely fit. An elevating frame (8) comprising a clamp unit (6) capable of holding and tightening the clamp unit and a drive rotation device (7) for the clamp unit is disposed between the front outrigger frame and the grounding frame, A plurality of vertical lifting cylinders (9), whose outer circumferences are evenly divided by the frame and connected to the lower ends of piston rods, are attached to the front outrigger mount to allow the lifting frame (8) to move up and down, but to prevent its rotation. , a linear vertical guide connecting the lifting frame and the body (10) of the self-propelled drilling machine with a link member (11) that can only expand and contract, and facing each hydraulic jack (3, 4), respectively. A corresponding hydraulic jack is provided with a short guide rail slidingly engaged with each of the vertical guide parts so as to vertically guide the lifting frame by the telescopic stroke of the lifting cylinder (9). A device for pushing and pulling out a casing tube, characterized in that it is provided with a means supported by the lower part of the inner cylinder of (6, 4) and capable of detaching the guide rail from the vertical guide section. 2. As a means for detaching the guide rail from the vertical guide part, a pair of front and rear vertical guide parts (13, 14) are provided on the sliding arms (12) which are fixed and protrude from both sides of the diametrical line of the lifting frame (8), respectively. The lower part of the inner cylinder of a pair of front and rear hydraulic jacks (3, 4) installed on both sides of the outrigger frame (2) with each sliding arm in between is connected to and disengaged from each of the vertical guide parts via a parallel crank mechanism, respectively. Install the guide rails (17, 18) to
When each guide rail is in sliding engagement with the corresponding vertical guide part, the crank arm (19, 20) of each parallel crank mechanism
, 40, 41) are configured to be fixed in horizontal positions. 3 Repeating the operations of extending or slightly contracting the lifting cylinder (9) of the lifting frame (8), which holds and tightens the casing tube with the clamp unit, and the operation of contracting the lifting cylinder with the clamp unit in the expanded state. , When pushing the casing tube into the ground, use the grounding frame (5)
The drilling machine is held horizontally by the front outrigger and the rear outrigger, which are horizontally grounded, and each guide rail is Claims characterized in that the guide rail is slidably engaged with the vertical guide part of the corresponding lifting frame, and when pushing the casing tube to a deeper depth, the guide rail is separated from the vertical guide part of the lifting frame. 1
Alternatively, the method of using the casing tube pushing/pulling device described in 2.
JP22756889A 1989-09-04 1989-09-04 Method and apparatus for rotating and pushing casing tube Expired - Lifetime JP2811476B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22756889A JP2811476B2 (en) 1989-09-04 1989-09-04 Method and apparatus for rotating and pushing casing tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22756889A JP2811476B2 (en) 1989-09-04 1989-09-04 Method and apparatus for rotating and pushing casing tube

Publications (2)

Publication Number Publication Date
JPH0390707A true JPH0390707A (en) 1991-04-16
JP2811476B2 JP2811476B2 (en) 1998-10-15

Family

ID=16862958

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22756889A Expired - Lifetime JP2811476B2 (en) 1989-09-04 1989-09-04 Method and apparatus for rotating and pushing casing tube

Country Status (1)

Country Link
JP (1) JP2811476B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7164139B1 (en) * 2022-06-07 2022-11-01 ジェコス株式会社 Pile driving method and stationary machine

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7164139B1 (en) * 2022-06-07 2022-11-01 ジェコス株式会社 Pile driving method and stationary machine

Also Published As

Publication number Publication date
JP2811476B2 (en) 1998-10-15

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