JPH06228958A - Inclination preventive control method for pile jacking and pulling-out machine - Google Patents

Inclination preventive control method for pile jacking and pulling-out machine

Info

Publication number
JPH06228958A
JPH06228958A JP5456193A JP5456193A JPH06228958A JP H06228958 A JPH06228958 A JP H06228958A JP 5456193 A JP5456193 A JP 5456193A JP 5456193 A JP5456193 A JP 5456193A JP H06228958 A JPH06228958 A JP H06228958A
Authority
JP
Japan
Prior art keywords
pile
cylinder
press
value
repulsion
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.)
Pending
Application number
JP5456193A
Other languages
Japanese (ja)
Inventor
Morio Kitamura
北村  精男
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.)
Giken Seisakusho Co Ltd
Original Assignee
Giken 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 Giken Seisakusho Co Ltd filed Critical Giken Seisakusho Co Ltd
Priority to JP5456193A priority Critical patent/JPH06228958A/en
Publication of JPH06228958A publication Critical patent/JPH06228958A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To prevent a pile jacking machine from being inclined by installing a repulsion cylinder to a mast and detecting the pressure and the flow rate of a jacking cylinder and operating the repulsion cylinder so as to make up an insufficient reaction in case when the detected value exceeds a reaction value preliminarily input into an arithmetic operation device. CONSTITUTION:A repulsion cylinder 12 is installed to a mast 4 of a pile jacking and pulling out machine which are continuously installed to sheet piles P. The pressure and flow rate of a pulse fluid pressure cylinder 11 are detected and the detected value is input into an arithmetic operation device while the detected value is compared with a preliminarily input reaction value. In case when the detected value exceeds a setting value, the repulsion cylinder 12 is operated, thereby making for the shortage of reaction force and preventing the pile jacking and pulling out machine from being inclined. This construction makes is possible to jack in the piles vertically no matter how hard the ground may be.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、鋼矢板等の杭を地中に
圧入する際に反力不足により杭圧入引抜機が傾斜するの
を防止する杭圧入引抜機の傾斜防止制御方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for preventing tilt of a pile press-in / pull-out machine, which prevents the pile press-in / pull-out machine from tilting due to insufficient reaction force when press-fitting a pile such as a steel sheet pile into the ground.

【0002】[0002]

【従来の技術】鋼矢板等の杭を多数連続して地中に圧入
する場合、既設杭上を自走移動する杭圧入引抜機を使用
する。この杭圧入引抜機はサドルに垂下されたクランプ
により既設杭上端を掴持して既設杭列上に載置固定され
ている。したがって、杭圧入の際はクランプが掴持した
既設杭の引抜抵抗力と杭圧入引抜機の自重により杭圧入
に必要な反力を確保している。
2. Description of the Related Art When a large number of piles such as steel sheet piles are continuously press-fitted into the ground, a pile press-fitting / extracting machine that moves by itself on existing piles is used. This pile press-in / pull-out machine is mounted and fixed on the existing pile row by grasping the upper ends of the existing piles by a clamp hanging on a saddle. Therefore, at the time of press-fitting the pile, the pulling resistance of the existing pile held by the clamp and the reaction force necessary for the press-fitting of the pile are secured by the weight of the pile press-fitting and drawing machine.

【0003】[0003]

【発明が解決しようとする課題】ところが、杭列を施工
中、杭圧入個所が硬質地盤の場合、圧入杭の先端抵抗や
周面抵抗及びセクション抵抗が大きく、杭の圧入が容易
ではない。このため杭圧入力を増加して杭を圧入するこ
とになる。このように圧入力を増加すると反力が不足し
てクランプで掴持された杭が地中より抜け、杭圧入引抜
機が傾斜してくるため杭を垂直に圧入し難く、また所定
の深さまで圧入することが困難となる。
However, when the pile press-fitting point is hard ground during construction of the pile row, the tip resistance, peripheral surface resistance and section resistance of the press-fit pile are large, and press-fitting of the pile is not easy. Therefore, the pile pressure input is increased to press the pile. If the pressing force is increased in this way, the reaction force will be insufficient and the pile gripped by the clamp will come out of the ground, and the pile press-in / pull-out machine will tilt, making it difficult to press-in the pile vertically and to a predetermined depth. It becomes difficult to press fit.

【0004】本発明は、杭圧入時、杭圧入引抜機の傾斜
を防止し杭の圧入を正確かつ円滑に行うことのできる杭
圧入引抜機の傾斜防止制御方法を提供することを目的と
している。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a method for preventing tilt of a pile press-fitting / pulling machine, which prevents tilting of the pile press-fitting / pulling machine and allows the pile to be press-fitted accurately and smoothly.

【0005】[0005]

【課題を解決するための手段】前記目的を達成するため
に、本発明の杭圧入引抜機の傾斜防止制御方法は、パル
ス流体圧シリンダの流体圧力及び流体流量を検出し、そ
の検出値を演算装置に入力し、該演算装置において予め
設定された反力値と前記検出値とを比較し、設定反力値
以上であると判断された場合は、反発シリンダを作動さ
せることを特徴とする。
In order to achieve the above object, a tilt prevention control method for a pile press-fitting / extracting machine according to the present invention detects a fluid pressure and a fluid flow rate of a pulse fluid pressure cylinder and calculates a detection value thereof. It is characterized in that the repulsion cylinder is actuated when input to the device, the reaction force value set in advance in the arithmetic device is compared with the detection value, and when it is judged to be equal to or more than the set reaction force value.

【0006】[0006]

【作用】杭圧入現場が硬質地盤でパルス流体圧シリンダ
を高速往復作動させて杭を圧入する際、このパルス流体
圧シリンダの流体圧と流体流量を検出し、その検出値を
演算装置で設定された反力値と比較し、検出値が設定反
力値以上と判断された場合は、反発シリンダを作動して
杭圧入引抜機に押圧力を与えて杭圧入引抜機が傾斜する
ことなく杭を円滑に圧入することができる。
[Operation] When a pile press-fitting site presses a pile by reciprocating the pulse fluid pressure cylinder at high speed on a hard ground, the fluid pressure and fluid flow rate of this pulse fluid pressure cylinder are detected, and the detected values are set by an arithmetic unit. If the detected value is equal to or higher than the set reaction force value, the repulsion cylinder is activated to apply a pressing force to the pile press-in / extractor and the pile press-in / extractor is not tilted to lift the pile. It can be pressed in smoothly.

【0007】[0007]

【実施例】本発明の実施例を図1ないし図4に基づいて
説明する。既設杭P列を掴持するクランプ1が垂下され
たサドル2に摺動自在にスライドベース3を載置する。
このスライドベース3の上部にマスト4を立設し、この
マスト4の前部には昇降体5が上下動する摺動レール6
が取付けられている。前記昇降体5の先端にはチャック
本体7が一体に形成され、このチャック本体7を上下に
駆動するメイン流体圧シリンダ8をスライドベース3の
前部と昇降体5との間に垂直状態に取付ける。
Embodiments of the present invention will be described with reference to FIGS. A slide base 3 is slidably mounted on a saddle 2 on which a clamp 1 for holding an existing pile P row is suspended.
A mast 4 is erected on the upper part of the slide base 3, and a slide rail 6 on which a lifting body 5 moves up and down is provided at the front of the mast 4.
Is installed. A chuck body 7 is integrally formed at the tip of the lifting body 5, and a main fluid pressure cylinder 8 for vertically driving the chuck body 7 is vertically mounted between the front portion of the slide base 3 and the lifting body 5. .

【0008】前記チャック本体7の内側にはチャック回
転部14を介しその内周面に形成された摺動レール兼回
転止め突条9に案内されてチャック本体7内を上下動す
るチャック10が内装されている。そしてチャック本体
7とチャック10との間には前記チャック回転部14を
介しパルス流体圧シリンダ11が取付けられている。こ
の構成によりチャック10はメイン流体圧シリンダ8及
びパルス流体圧シリンダ11により別々に上下動するこ
とができ、また両流体圧シリンダ8、11により同時に
上下動することができる。チャック回転部14は回転機
構(図示なし)によりギア15に回転力が伝達されチャ
ック本体7内を回転することができる。この回転にとも
ないチャック10は摺動レール兼回転止突条9で係合さ
れているため同時に回転する。マスト4の後部とスライ
ドベース3との間に反発シリンダ12を設ける。この反
発シリンダ12は杭圧入時に杭引抜機の傾斜を防止する
ものである。
Inside the chuck body 7, a chuck 10 which moves up and down in the chuck body 7 by being guided by a slide rail / rotation preventing ridge 9 formed on the inner peripheral surface of the chuck rotating portion 14 is provided. Has been done. A pulse fluid pressure cylinder 11 is attached between the chuck body 7 and the chuck 10 via the chuck rotating unit 14. With this configuration, the chuck 10 can be moved up and down separately by the main fluid pressure cylinder 8 and the pulse fluid pressure cylinder 11, and can be moved up and down simultaneously by both fluid pressure cylinders 8 and 11. The chuck rotating unit 14 can rotate the inside of the chuck body 7 by transmitting a rotating force to the gear 15 by a rotating mechanism (not shown). With this rotation, the chuck 10 rotates at the same time because it is engaged by the slide rail / rotation stop ridge 9. A repulsion cylinder 12 is provided between the rear portion of the mast 4 and the slide base 3. The repulsion cylinder 12 prevents the pile pulling machine from tilting when the pile is press-fitted.

【0009】次に本発明の実施例の作用を図5及び図6
に基づいて説明する。杭圧入個所において地盤が硬く、
メイン流体圧シリンダ8の作動では杭が圧入できない場
合は、パルス流体圧シリンダ11を高速で往復作動して
圧入する。このパルス流体圧シリンダ11は高速で往復
作動するため、杭の先端部により硬い地盤を破砕し杭の
先端抵抗を軽減しながら圧入するため円滑に圧入するこ
とができる。
Next, the operation of the embodiment of the present invention will be described with reference to FIGS.
It will be described based on. The ground is hard at the place where the pile is pressed in,
When the pile cannot be press-fitted by the operation of the main fluid pressure cylinder 8, the pulse fluid pressure cylinder 11 is reciprocated at high speed to press-fit. Since the pulse fluid pressure cylinder 11 reciprocates at high speed, the hard ground is crushed by the tip end of the pile and press-fitting is performed while reducing the tip resistance of the pile, so that smooth press-fitting is possible.

【0010】この際、パルス流体圧シリンダ11に取付
けられている流体圧センサ及び流量センサにより流体圧
力及び流体流量を検出し、その検出値を演算装置13に
入力する。演算装置13では入力された検出値と予め格
納された設定反力値とを比較し、設定反力値以上である
と判断された場合は、反発シリンダ12を作動する。
At this time, the fluid pressure sensor and the flow rate sensor attached to the pulse fluid pressure cylinder 11 detect the fluid pressure and the fluid flow rate, and the detected values are input to the arithmetic unit 13. The arithmetic unit 13 compares the input detection value with a pre-stored set reaction force value, and when it is determined that the set reaction force value is greater than or equal to the set reaction force value, the repulsion cylinder 12 is operated.

【0011】この反発シリンダ12により杭圧入引抜機
のサドル2に下方向に押圧力を与える。反発シリンダ1
2の作動中、パルス流体圧シリンダ11が上昇動作中で
あることが検出されると演算装置13からの停止信号に
より反発シリンダ12の動作は停止する。このように反
発シリンダ12はパルス流体圧シリンダ11の下降動作
中にのみ作動して杭圧入力とのバランスを保ち反力以上
の圧入力が作用しても圧入引抜機は傾斜することなく杭
圧入を垂直かつ円滑に実行することができる。
The repulsion cylinder 12 applies downward pressure to the saddle 2 of the pile press-in / pull-out machine. Repulsion cylinder 1
When it is detected that the pulse fluid pressure cylinder 11 is in the ascending operation during the operation of 2, the operation of the repulsion cylinder 12 is stopped by the stop signal from the arithmetic unit 13. In this way, the repulsion cylinder 12 operates only during the downward movement of the pulse fluid pressure cylinder 11, maintains the balance with the pile pressure input, and the press-fitting / extracting machine does not tilt even if a pressure input greater than the reaction force acts, and the pile press-fitting machine does not press. Can be performed vertically and smoothly.

【0012】[0012]

【発明の効果】本発明の制御方法によれば、杭圧入力値
を検出してその値が設定された反力値以上になった場
合、直ちに反発シリンダを作動して押圧力を杭圧入引抜
機に作用させるため、反力が不足する場合でも杭圧入引
抜機が傾斜することなく硬質な地盤でも杭を垂直かつ円
滑に圧入することができる。
According to the control method of the present invention, when the pile pressure input value is detected and when the value exceeds the set reaction force value, the repulsion cylinder is immediately actuated to reduce the pressing force to the pile press-in / pull-out. Since the pile press-fitting / extracting machine does not tilt even when the reaction force is insufficient, the pile can be vertically and smoothly press-fitted even on hard ground, even if the reaction force is insufficient.

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

【図1】本発明の制御を行う杭圧入引抜機の側面図FIG. 1 is a side view of a pile press-fitting / pulling machine for controlling the present invention.

【図2】図3のA−A線縦断側面図FIG. 2 is a vertical sectional side view taken along line AA of FIG.

【図3】図1のB−B線横断平面図3 is a cross-sectional plan view taken along line BB of FIG.

【図4】本発明の制御を行う杭圧入引抜機の平面図FIG. 4 is a plan view of a pile press-fitting / pulling machine for controlling the present invention.

【図5】本発明の作用のフロータャートFIG. 5: Flow chart of the operation of the present invention

【図6】本発明の制御系のブロック図FIG. 6 is a block diagram of a control system of the present invention.

【符号の説明】[Explanation of symbols]

1 クランプ 2 サドル 3 スライドベース 4 マスト 5 昇降体 6 摺動レール 7 チャック本体 8 メイン流体圧シリンダ 9 摺動レール兼回転止突条 10 チャック 11 パルス流体圧シリンダ 12 反発シリンダ 13 演算装置 14 チャック回転部 15 ギア 1 Clamp 2 Saddle 3 Slide Base 4 Mast 5 Lifting Body 6 Sliding Rail 7 Chuck Body 8 Main Fluid Pressure Cylinder 9 Sliding Rail and Rotation Stop Protrusive 10 Chuck 11 Pulse Fluid Pressure Cylinder 12 Repulsion Cylinder 13 Computing Unit 14 Chuck Rotating Part 15 gears

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 パルス流体圧シリンダの流体圧力及び流
体流量を検出し、その検出値を演算装置に入力し、該演
算装置において予め設定された反力値と前記検出値とを
比較し、検出値が設定反力値以上であると判断された場
合は、反発シリンダを作動させる杭圧入引抜機の傾斜防
止制御方法。
1. A fluid pressure and a fluid flow rate of a pulse fluid pressure cylinder are detected, the detected values are input to an arithmetic unit, and a reaction force value set in advance in the arithmetic unit is compared with the detected value to detect the value. When the value is determined to be greater than or equal to the set reaction force value, a tilt prevention control method for the pile press-in / extractor that activates the repulsion cylinder.
JP5456193A 1993-02-03 1993-02-03 Inclination preventive control method for pile jacking and pulling-out machine Pending JPH06228958A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5456193A JPH06228958A (en) 1993-02-03 1993-02-03 Inclination preventive control method for pile jacking and pulling-out machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5456193A JPH06228958A (en) 1993-02-03 1993-02-03 Inclination preventive control method for pile jacking and pulling-out machine

Publications (1)

Publication Number Publication Date
JPH06228958A true JPH06228958A (en) 1994-08-16

Family

ID=12974102

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5456193A Pending JPH06228958A (en) 1993-02-03 1993-02-03 Inclination preventive control method for pile jacking and pulling-out machine

Country Status (1)

Country Link
JP (1) JPH06228958A (en)

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Legal Events

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Effective date: 19950207