JPS63189522A - Pile driver - Google Patents

Pile driver

Info

Publication number
JPS63189522A
JPS63189522A JP2012887A JP2012887A JPS63189522A JP S63189522 A JPS63189522 A JP S63189522A JP 2012887 A JP2012887 A JP 2012887A JP 2012887 A JP2012887 A JP 2012887A JP S63189522 A JPS63189522 A JP S63189522A
Authority
JP
Japan
Prior art keywords
cylinder
weight
vibration
rod
pressure fluid
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
JP2012887A
Other languages
Japanese (ja)
Inventor
Yasuaki Tazaki
田崎 靖朗
Seizo Kumai
熊井 清蔵
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.)
TAKAHASHI ENG KK
Original Assignee
TAKAHASHI ENG KK
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=12018487&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=JPS63189522(A) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by TAKAHASHI ENG KK filed Critical TAKAHASHI ENG KK
Priority to JP2012887A priority Critical patent/JPS63189522A/en
Priority to DE19883872889 priority patent/DE3872889T2/en
Priority to EP19880101219 priority patent/EP0276845B1/en
Publication of JPS63189522A publication Critical patent/JPS63189522A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/18Placing by vibrating
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/10Follow-blocks of pile-drivers or like devices

Abstract

PURPOSE:To make the amplitude of vibration zero during starting and stopping periods as well as to prevent the occurrence of noise by a method in which a vibro cylinder and a stationary cylinder are built in a weight to prevent the reduction of alternating vibration and the obtain driving forces without increase in the weight by the buffering effect of the stationary cylinder. CONSTITUTION:A vibro cylinder 2 and a stationary cylinder 3 are built in a weight 1 in such a way that the axis of a rod comes to the center line passing through the gravity center of the inertial weight 1, and rods 7 and 8 are set between both the cylinders 2 and 3. A switch valve 9 through which pressure fluid is supplied and discharged is provided for the cylinder 2 and a reaction cylinder valve 10 through which pressure fluid is supplied to and discharged from a control chamber 29 in response to rods 4 and 7 is provided for the cylinder 3. The piston of the cylinder 3 is supported with low rigidity by the compression of pressure fluid in the chamber 29 or by an accumulator 13 or a spring 17 in the weight 1, and a chuck 6 to grasp a pile 5 is provided for the lower end of the rod 4. A servo control valve 22 to be worked by electric signals in also used as the switch valve 9.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、流体圧力をエネルギー源とし、機械的振動を
発生させる振動シリンダを利用し、振動シリンダの振動
によって土中に杭を打ち込むための杭打ち装置に関する
Detailed Description of the Invention (Field of Industrial Application) The present invention utilizes a vibrating cylinder that uses fluid pressure as an energy source to generate mechanical vibrations, and is capable of driving piles into the soil by the vibrations of the vibrating cylinder. Regarding pile driving equipment.

(従来の技術) 従来の振動シリンダを利用した杭打ち装置としては特願
昭51−92636号や特願昭52−17361号に2
観のものが知られている。前者は、振動シリンダのピス
トン側またはシリンダ側の一方に杭を連結し、この振動
シリンダの他方に杭と一直線をなす位置に慣性錘を連結
し、慣性錘と杭との圓に周期I[1敗の!II′I経力
を発振させ、この加振力の引張力及び圧縮力の値を異な
る大きさとし、かつ大きい11なの方の力を加える時間
を短くし、小さい値の方の力を加える時間を長くして杭
を打ち込合ものである。後者は、慣性錘の他に杭をつか
むチャック側にばねを介して静荷重用の錘を設けて杭へ
の打も込み力を増大さぜたものである。
(Prior art) Conventional piling devices using vibrating cylinders are disclosed in Japanese Patent Application No. 51-92636 and Japanese Patent Application No. 52-17361.
It is known that it is a sight. In the former method, a pile is connected to either the piston side or the cylinder side of a vibrating cylinder, an inertial weight is connected to the other side of the vibrating cylinder at a position that is in line with the pile, and a period I [1 Defeated! II'I oscillate force, set the tensile force and compressive force of this excitation force to different magnitudes, and shorten the time to apply the force with the larger value 11, and shorten the time to apply the force with the smaller value. It is made long and the stakes are driven into it. In the latter, in addition to the inertial weight, a static load weight is provided via a spring on the chuck side that grips the pile to increase the driving force into the pile.

(解決しようとする問題点〕 従来例はともに防音対策が未だ不十分であり、かつ他の
建設a減(クレーン車やリーダ等)により下引き力を加
えることが困難であり、後者の場合には機械7!!量の
増大を免れなかった。さらに、両者ともに杭打ち機の起
動・停止時に振幅を零にすることができないものであっ
た。
(Problems to be solved) In both conventional examples, soundproofing measures are still insufficient, and it is difficult to apply downward force due to other construction equipment (crane trucks, leaders, etc.). In both cases, the amount of machine 7!! cannot be avoided.Furthermore, in both cases, the amplitude cannot be reduced to zero when starting and stopping the pile driver.

本発明は1.ヒ記事情に鑑みて発明されたものであり、
防音構造で、振動シリンダの交番加振力を減少させるこ
となく、かつ他の建設−機械により下引き及び上引きも
実施でき、また機械用」を増大させずに十分な杭打ち込
み力を備え、起動時並びに停止時に振幅を零にすること
のできる杭打ち装置を提供することを目的とする。
The present invention consists of 1. It was invented in view of the current situation,
It has a soundproof structure, allows for lowering and upper pulling by other construction machinery without reducing the alternating excitation force of the vibrating cylinder, and has sufficient pile driving force without increasing the "machine use". It is an object of the present invention to provide a pile driving device that can reduce the amplitude to zero when starting and stopping.

〔問題点を解決するための手段〕[Means for solving problems]

上述の目的を達成するため、本発明は、慣性錘の重心を
通る中心線上にロッドの軸心がくるように慣性錘の内部
に振動シリンダ及び定位シリンダが組み込まれ、振動シ
リンダと定位シリンダとの間にロッドが配設され、振動
シリンダに圧力流体の給排を行う切換弁が設けられ、定
位シリンダにこの定位シリンダまたは振動シリンダのい
ずれかのロッドに応動して定位シリンダ内のiIIIm
室内へ圧力流体の給排を行う応動制御弁が設けられ、慣
性錘に定位シリンダのピストンがIJu室内の圧力流体
の圧縮によりまたはυ制御室に連通して設けたアキュム
レータによりあるいは定位シリンダ内に設けたスプリン
グにより剛性低く支えられ、定位シリンダまたは振動シ
リンダのロッド下端に杭をつかむチャックが設けられ、
前記切換弁として電気信号で作動するサーボl1l−弁
が用いられたものである。
In order to achieve the above-mentioned object, the present invention includes a vibration cylinder and a positioning cylinder built into an inertial weight such that the axis of the rod is on a center line passing through the center of gravity of the inertial weight, and a vibration cylinder and a positioning cylinder are connected to each other. A rod is disposed between them, and a switching valve is provided for supplying and discharging pressure fluid to and from the vibration cylinder.
A responsive control valve is provided for supplying and discharging pressure fluid into the chamber, and the piston of the positioning cylinder is connected to the inertia weight by compression of the pressure fluid in the IJu chamber, or by an accumulator provided in communication with the υ control chamber, or provided within the positioning cylinder. The rod is supported with low rigidity by a fixed spring, and a chuck that grips the pile is provided at the lower end of the rod of the stereotactic cylinder or vibration cylinder.
A servo l1l-valve operated by an electric signal is used as the switching valve.

〔作用〕[Effect]

杭を土中に打ち込むときに、チャックに杭をくわλさせ
撮動シリンダをfl):肋させて慣性錘の膿性効果によ
る反力としての交番加振力を杭に伝え、さらに静加重と
して慣性錘の全重量及び慣性錘をウィンチ等の下引装置
により下方へ引けば、下引き力を杭に伝達できる。この
とき振動シリンダの加復力は減少されることなく杭へ伝
達されることとなるので、慣性錘の自重と下引き力及び
振動シリンダによる交番加振力が重畳して施工される。
When driving a pile into the soil, the chuck is used to hold the pile in the ground, and the imaging cylinder is set in the chuck to transmit the alternating excitation force as a reaction force due to the purulent effect of the inertial weight to the pile, and further as a static load. If the entire weight of the inertial weight and the inertial weight are pulled downward by a pulling device such as a winch, the pulling force can be transmitted to the pile. At this time, the acceleration force of the vibrating cylinder is transmitted to the pile without being reduced, so that the weight of the inertial weight, the downward pulling force, and the alternating excitation force by the vibrating cylinder are superimposed during construction.

また、切換弁としてサーボ!II m弁を用いることに
より、振幅を可変にでき、杭打ち装置の起動・停止時に
振幅を零にし、クレーン車等へショックを与えない。
Also, servo as a switching valve! By using the II m valve, the amplitude can be made variable, and the amplitude is reduced to zero when starting and stopping the pile driving equipment, so that no shock is given to the crane vehicle, etc.

(′X施IF1) 以下本発明の好適な実施例を図面に基づき説明する。('X IF1) Preferred embodiments of the present invention will be described below based on the drawings.

第1図に示す如く慣性錘1が防音のために十分な肉厚を
もって構成され、この慣性錘1の内部に振動シリンダ2
と定位シリンダ3とが組込まれ、定位シリンダ3の慣性
錘1内から下方に突出するロッド4に杭5をつかむチャ
ック6が設番ブられている。前記両シリンダ2,3は慣
性錘1の重心を通る中心線上にロッド4,8の軸心がく
るように直列に設番ノられている。また、定位シリンダ
3のもう一方のロッド7と振動シリンダ2のロッド8と
は、製作の便宜から突き合わされ、一体構造となってい
る。前記振動シリンダ2には交番加振力を発生させるた
めの切換弁9が設けられている。
As shown in FIG. 1, an inertial weight 1 is constructed with a wall thickness sufficient for soundproofing, and a vibration cylinder 2 is installed inside this inertial weight 1.
and a positioning cylinder 3 are assembled, and a chuck 6 for gripping a stake 5 is attached to a rod 4 projecting downward from within the inertia weight 1 of the positioning cylinder 3. The cylinders 2 and 3 are arranged in series so that the axes of the rods 4 and 8 are on a center line passing through the center of gravity of the inertial weight 1. Further, the other rod 7 of the stereotactic cylinder 3 and the rod 8 of the vibration cylinder 2 are butted against each other for convenience of manufacture, and have an integral structure. The vibration cylinder 2 is provided with a switching valve 9 for generating an alternating excitation force.

前記定位シリンダ3には振動シリンダ2のロッド8また
は定位シリンダ3のロッド7に応動して定位シリンダ3
へ圧力流体の給排を行う応動制御弁10が設けられてい
る。第1図においては、定位シリンダ3の夫々の油室1
1,12に連通させてアキュムレータ13.13が設け
られ、これら7キユムレータ13.13の容積変化によ
るバネ効果で定位シリンダ3のピストン14の上下振動
を慣性錘1に伝達させず、あるいは慣性錘1によって交
1711力の減少を防止するために慣性錘1と定位シリ
ンダ3のピストン14との間をやわらかく(剛性を低く
)つないでいる。これは、比較的圧縮性の少ない圧力流
体を介して慣性錘1とビストン14と問を剛性高く支え
ることにより振動シリンダ2によるピストン14の振動
が抑illされること(すなわち杭打ち込み力の減少)
を避けるためである。このようなアキュムレータ13.
13によるバネ効果の剛性は、振動シリンダ2による振
動振幅が±21−以内とすれば、振動シリンダ2の加振
力最大値に対して20−一以上にすることが望ましい。
The positioning cylinder 3 is provided with a positioning cylinder 3 in response to the rod 8 of the vibration cylinder 2 or the rod 7 of the positioning cylinder 3.
A response control valve 10 is provided for supplying and discharging pressure fluid to and from the engine. In FIG. 1, each oil chamber 1 of the stereotactic cylinder 3 is
Accumulators 13.13 are provided in communication with the 7 accumulators 13.13, and the vertical vibration of the piston 14 of the stereotactic cylinder 3 is not transmitted to the inertial weight 1 by the spring effect caused by the volume change of these 7 accumulators 13.13. In order to prevent a decrease in the cross 1711 force, the inertial weight 1 and the piston 14 of the positioning cylinder 3 are connected softly (with low rigidity). This is because the vibration of the piston 14 caused by the vibrating cylinder 2 is suppressed (that is, the pile driving force is reduced) by supporting the inertial weight 1 and the piston 14 with high rigidity via a relatively incompressible pressure fluid.
This is to avoid. Such an accumulator 13.
If the vibration amplitude by the vibration cylinder 2 is within ±21-2, the stiffness of the spring effect by the vibration cylinder 2 is desirably set to 20-1 or more with respect to the maximum excitation force of the vibration cylinder 2.

このような定位シリンダ3のバネ効果は、第2図の如き
構造でも達せられる。すなわち、第2図においては、ピ
ストン14の両側に、かっロッド4,7に嵌入されて浮
動ピストン15.16が設けられ、これら浮動ピストン
15.16とピストン14との間にスプリング17が介
在された構造である。
Such a spring effect of the positioning cylinder 3 can also be achieved with a structure as shown in FIG. That is, in FIG. 2, floating pistons 15.16 are provided on both sides of the piston 14 by being fitted into the rods 4 and 7, and a spring 17 is interposed between the floating pistons 15.16 and the piston 14. It has a similar structure.

前記切換弁9としては、第3図に示すように電気信号で
作動するサーボ制御弁が用いられている。
As the switching valve 9, a servo control valve operated by an electric signal is used as shown in FIG.

この切換弁9は、シリンダブロック18内にスプール1
9を収容した四方案内弁20を備え、このスプール19
の軸19Aをスプール変位検出!121に接続し、スプ
ール19は小型の電気油圧サーボ弁22で駆動し、スプ
ール19の位置を電気信号に変換して差動増幅器23に
フィードバックし、電気油圧サーボ弁22は差肋増11
11t23に加えられる指令信号に追従して動くように
構成しである。
This switching valve 9 has a spool 1 in the cylinder block 18.
This spool 19 is equipped with a four-way guide valve 20 that accommodates a
Detects spool displacement of axis 19A! 121, the spool 19 is driven by a small electro-hydraulic servo valve 22, which converts the position of the spool 19 into an electrical signal and feeds it back to the differential amplifier 23.
It is configured to move in accordance with a command signal applied to 11t23.

Wi3図中符号24は圧油ボートであり、符号25は戻
りボートである。また、ポート26.27は振動シリン
ダ2へ連通している。スプール19の位置により振動シ
リンダ2への圧油の流れの方向と流量をIIIIIlす
ることができるようになっている。
In the Wi3 figure, numeral 24 is a pressure oil boat, and numeral 25 is a return boat. The ports 26 and 27 also communicate with the vibration cylinder 2. Depending on the position of the spool 19, the flow direction and flow rate of the pressure oil to the vibration cylinder 2 can be adjusted.

振動シリンダ2としては、特願昭51−92636号や
特願1111152−17361Mの明細書及び図面に
記載のものが使用できる。
As the vibration cylinder 2, those described in the specifications and drawings of Japanese Patent Application No. 51-92636 and Japanese Patent Application No. 1111152-17361M can be used.

定位シリンダ3の構成としては、14図に示すように、
シリンダ本体28の最下端部近傍にピストン14を位置
させてピストン14の定位圧力受圧面A1側の制御油室
29がピストン14のバイアス圧力受圧1iA?側の油
N30よりも著しく大きく形成され、制御油室29に連
通する油路31がシリンダ本体28に!/l虞され、こ
の油路31を介して制御油室29に圧油の給排を行うた
めの応動!II III弁10が設けられている。この
応ToIIJw弁10は、スプールを用いた三方切換弁
であり、前記ロッド7に固定されたI!結部材35が振
動シリンダ2のピストンの変位をスプール36へ伝える
ことにより振動シリンダ2に応動するようになっている
。この弁10は、前記油室30を通り供給口Pに道通す
る油路32と前記油路31及び排出口Tに通ずる油路3
3の三方に切換ねるようになっている。なお、図中34
はフィルタである。また、油路37は振動シリンダ2の
油室38と道通し、油路39は振動シリンダ2の別の油
室と通じている。
The configuration of the stereotactic cylinder 3 is as shown in FIG.
The piston 14 is located near the lowermost end of the cylinder body 28, and the control oil chamber 29 on the side of the fixed pressure receiving surface A1 of the piston 14 is set to the bias pressure receiving pressure 1iA of the piston 14? The oil passage 31, which is formed significantly larger than the side oil N30 and communicates with the control oil chamber 29, is in the cylinder body 28! /l A response to supply and discharge pressure oil to and from the control oil chamber 29 via this oil passage 31! A II-III valve 10 is provided. This ToIIJw valve 10 is a three-way switching valve using a spool, and is fixed to the rod 7. The coupling member 35 responds to the vibration cylinder 2 by transmitting the displacement of the piston of the vibration cylinder 2 to the spool 36. This valve 10 includes an oil passage 32 passing through the oil chamber 30 and leading to the supply port P, an oil passage 31 leading to the oil passage 31, and an oil passage 3 leading to the discharge port T.
It is designed to switch in three directions. In addition, 34 in the figure
is a filter. Further, the oil passage 37 communicates with an oil chamber 38 of the vibration cylinder 2, and the oil passage 39 communicates with another oil chamber of the vibration cylinder 2.

第5図に示す実施例は、切換弁9を振動シリンダ2内か
ら外部へ出し、かつ定位シリンダ3とシリンダ2との上
下関係を入れ替えるとともに夫々のシリンダ2.3のロ
ッドを一体的に連結したものであり、その他の基本的構
造は前述の実施例と同様である。切換弁9を振動シリン
ダ2内から外部へ出すことにより振動シリンダ2のピス
トン40の構造が簡単となり、特に大型のシリンダの場
合には製作コストが大幅に低減される利点を有する。 
また、さらに別の実施例として第6図及び第7図に示す
ものを説明する。この実施例は、吊り装M50を備えた
ものである。吊り装置50は、クレーン等に取付Vられ
るフック51と、このフック51に支持される断面コ字
状の吊り装置本体52とから構成されている。そして吊
り装設本体52に慣性錘1が取付けられるが、吊り装置
本体52と慣性錘1との間には、Illゴム53が配設
され、慣性錘1の振動が直接吊り装置本体52に伝わら
ないようになっている。そしてシリンダ全体を比較的肉
薄とし、また外側へ慣性錘の役目もする防音カバー(ス
カート)15を形成し、防音及び弁類の保護を図りなが
らシリンダ全体のコスト下げるようにしたものである。
In the embodiment shown in FIG. 5, the switching valve 9 is brought out from inside the vibration cylinder 2, the vertical relationship between the localization cylinder 3 and the cylinder 2 is switched, and the rods of each cylinder 2.3 are integrally connected. The other basic structure is the same as that of the previous embodiment. By protruding the switching valve 9 from inside the vibrating cylinder 2 to the outside, the structure of the piston 40 of the vibrating cylinder 2 is simplified, which has the advantage of significantly reducing manufacturing costs, especially in the case of a large cylinder.
Furthermore, as another example, the one shown in FIGS. 6 and 7 will be described. This embodiment is equipped with a suspension M50. The hanging device 50 includes a hook 51 that is attached to a crane or the like, and a hanging device main body 52 that is supported by the hook 51 and has a U-shaped cross section. The inertia weight 1 is attached to the suspension main body 52, and an Ill rubber 53 is provided between the suspension device main body 52 and the inertia weight 1, so that the vibration of the inertia weight 1 is not directly transmitted to the suspension device main body 52. There is no such thing. The entire cylinder is made relatively thin, and a soundproof cover (skirt) 15 is formed on the outside which also serves as an inertial weight, thereby reducing the cost of the entire cylinder while providing soundproofing and protection of the valves.

(効果) 以上説明したように、本発明によれば、振動シリンダ及
び定位シリンダがともに慣性錘内に組込まれているので
、両シリンダの振lIH音が周囲へ伝ばんするのを防ぐ
ことができる。特に本発明では、周波数を可変する操作
要素の他に、振幅を可変する操作要素、すなわら切換弁
としてサーボ制卸弁を用いることによる振幅可変a作要
素を付加したので、周波数と独立に杭の振幅を零から最
大まで操作することができる。このことにより、杭打ら
機の起動・停止時に振幅を零にすることでクレーン等へ
のショックを責無にすることができる。
(Effects) As explained above, according to the present invention, since both the vibration cylinder and the positioning cylinder are incorporated in the inertial weight, it is possible to prevent the vibration lIH sound of both cylinders from propagating to the surroundings. . In particular, in the present invention, in addition to the operating element that varies the frequency, an operating element that varies the amplitude, that is, an amplitude variable operating element by using a servo control valve as a switching valve, is added, so that the operation element can be operated independently of the frequency. The amplitude of the pile can be controlled from zero to maximum. With this, by reducing the amplitude to zero when starting and stopping the pile driving machine, it is possible to eliminate the liability for shocks to the crane, etc.

また、抗振動の振幅を可変することにより複雑な地盤に
対し、地盤振動等の公害を少なくするために入りにくい
時のみ振幅を大きくし、スムーズに貫入するときは1幅
を必要最小限にする等のことができる。さらに、切換弁
の開閉を電気信号波形に追従させることができるため単
なる正弦波状切換の他、矩形波状切換を行うことが可能
であり、杭打込み時にTxwJシリンダ内の圧力を急激
に変化させ、ハンマー効果により打込み能力を向上させ
ることもできる。さらにまた、切換弁の開開のn口面積
を正弦波状にすることにより振動波形に含まれる高WJ
波成分を減らすことができ、これによりチャックや杭か
ら発生するj&I7’+も減少させることができる。実
験では最大10dBも減衰できた。
In addition, by varying the amplitude of anti-vibration, in order to reduce pollution such as ground vibration in complex ground, the amplitude is increased only when it is difficult to penetrate, and when penetrating smoothly, 1 width is reduced to the minimum necessary. etc. Furthermore, since the opening and closing of the switching valve can be made to follow the electrical signal waveform, it is possible to perform not only simple sine wave switching but also rectangular wave switching, which rapidly changes the pressure inside the TxwJ cylinder during pile driving, The effect can also improve your driving ability. Furthermore, by making the opening/opening area of the switching valve sinusoidal, high WJ included in the vibration waveform can be achieved.
The wave component can be reduced, and thereby the j&I7'+ generated from chucks and piles can also be reduced. In experiments, it was possible to attenuate by up to 10 dB.

また、両シリンダは慣性錘の重心を通る中心線上に夫々
のロッドの軸心がくるように直列に設けられ、振動シリ
ンダのロッドに応動して作動し、かつ定位シリンダの制
御室に圧力流体の給排を行う応動制御弁が設けられ、前
記定位シリンダのピストンが&lI III室内の圧力
流体の圧縮性によりあるいはυ制御室に連通して設けた
アキュムレータによりまたはシリンダ内に設けたスプリ
ングにより慣性錘に剛性低く支えられているので、定位
シリンダのピストンは慣性錘内で定まった位置に定位さ
れるとともに緩衝効果を有づる。この結果振動シリンダ
が定位シリンダのピストンのずれにより交番加振力を減
少することが防止される。また、定位シリンダの緩衝効
果により、慣性錘の自重が減殺されずに杭に伝達し、杭
打込み力が十分なものとなる。特に建設機械により慣性
錘に下引き力あるいは上引き力を加えたときに、下引き
装置や上引き装置に@肋を伝えず下引き力あるいは上引
き力と加振力とが相殺されることな(重量した打込み力
または引抜き力として杭へ伝達さぜることができる。総
じて本発明によれば、防音構造で、振動シリンダの交番
加振力を減少させることなく杭へ伝達させ、下引き力ま
たは上引き力も実施できるので機械重量を増大させなく
とも良い等の利点がある。
Both cylinders are installed in series so that the axis of each rod is on the center line passing through the center of gravity of the inertial weight, and operates in response to the rod of the vibration cylinder, and supplies pressure fluid to the control chamber of the stereotactic cylinder. A responsive control valve for supplying and discharging is provided, and the piston of the positioning cylinder is connected to an inertial weight by the compressibility of the pressure fluid in the &lI III chamber, by an accumulator provided in communication with the υ control chamber, or by a spring provided in the cylinder. Since it is supported with low rigidity, the piston of the positioning cylinder is positioned at a fixed position within the inertial weight and has a damping effect. As a result, the vibrating cylinder is prevented from reducing the alternating excitation force due to displacement of the piston of the orienting cylinder. Further, due to the buffering effect of the positioning cylinder, the weight of the inertial weight is transmitted to the pile without being reduced, and the pile driving force becomes sufficient. In particular, when a downward pulling force or an upward pulling force is applied to an inertial weight by a construction machine, the downward pulling force or upward pulling force and the excitation force cancel each other out without transmitting @ ribs to the lower pulling device or the upper pulling device. In general, according to the present invention, the soundproof structure allows the alternating excitation force of the vibrating cylinder to be transmitted to the pile without reduction, and to reduce the lowering force. Since force or upward pulling force can also be applied, there are advantages such as no need to increase the weight of the machine.

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

m1図は本発明の原Ml@成図、第2図は定位シリンダ
の変形例を示す簡略断面図、第3図は切換弁を示す簡略
断面図、第4図は定位シリンダ個所の断面図、第5図は
別の実施例の断面図、第6図はさらに別の実施例の断面
図、第7図は第6図の部分的拡大断面図である。 1 ・・・慣性錘、 2 ・・・振動シリンダ、 3 ・・・定位シリンダ、 4.7.8・・・ロッド、 5 ・・・杭、 6 ・・・チャック、 9 ・・・切換弁、 10・・・応動III御弁、 13・・・アキュムレータ、 17・・・スプリング、 29・・・制御室(制御油室)。 出願人 株式会社高橋エンジニアリング代理人 弁理士
 増  1) 竹  夫第4図 第 5 図 第6図
Figure m1 is the original Ml@composition diagram of the present invention, Figure 2 is a simplified sectional view showing a modification of the stereotactic cylinder, Figure 3 is a simplified sectional view showing the switching valve, Figure 4 is a sectional view of the positioning cylinder part, 5 is a sectional view of another embodiment, FIG. 6 is a sectional view of still another embodiment, and FIG. 7 is a partially enlarged sectional view of FIG. 6. 1...Inertia weight, 2...Vibration cylinder, 3...Localization cylinder, 4.7.8...Rod, 5...Pile, 6...Chuck, 9...Switching valve, DESCRIPTION OF SYMBOLS 10... Response III control valve, 13... Accumulator, 17... Spring, 29... Control room (control oil chamber). Applicant Takahashi Engineering Co., Ltd. Agent Patent Attorney Masu 1) Takeo Figure 4 Figure 5 Figure 6

Claims (1)

【特許請求の範囲】 1、慣性錘の重心を通る中心線上にロッドの軸心がくる
ように慣性錘の内部に振動シリンダ及び定位シリンダが
組み込まれ、 振動シリンダと定位シリンダとの間にロッドが配設され
、 振動シリンダに圧力流体の給排を行う切換弁が設けられ
、 定位シリンダにこの定位シリンダまたは振動シリンダの
いずれかのロッドに応動して定位シリンダ内の制御室内
へ圧力流体の給排を行う応動制御弁が設けられ、 慣性錘に定位シリンダのピストンが制御室内の圧力流体
の圧縮によりまたは制御室に連通して設けたアキュムレ
ータによりあるいは定位シリンダ内に設けたスプリング
により剛性低く支えられ、 定位シリンダまたは振動シリンダのロッド下端に杭をつ
かむチャックが設けられ、 前記切換弁として電気信号で作動するサーボ制御弁が用
いられたことを特徴とする杭打ち装置。
[Claims] 1. A vibration cylinder and a positioning cylinder are installed inside the inertial weight so that the axis of the rod is on a center line passing through the center of gravity of the inertial weight, and a rod is installed between the vibration cylinder and the positioning cylinder. A switching valve is provided for supplying and discharging pressure fluid to the vibration cylinder, and a switching valve is provided for supplying and discharging pressure fluid into the control chamber in the positioning cylinder in response to a rod of either the positioning cylinder or the vibration cylinder. A responsive control valve is provided, in which the piston of the stereotactic cylinder is supported by an inertial weight with low rigidity by compression of pressure fluid in the control chamber, by an accumulator provided in communication with the control chamber, or by a spring provided in the stereotactic cylinder, A pile driving device, characterized in that a chuck for gripping a pile is provided at the lower end of a rod of a positioning cylinder or a vibration cylinder, and a servo control valve operated by an electric signal is used as the switching valve.
JP2012887A 1987-01-30 1987-01-30 Pile driver Pending JPS63189522A (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
JP2012887A JPS63189522A (en) 1987-01-30 1987-01-30 Pile driver
DE19883872889 DE3872889T2 (en) 1987-01-30 1988-01-28 PILE FRAME.
EP19880101219 EP0276845B1 (en) 1987-01-30 1988-01-28 Pile driver

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2012887A JPS63189522A (en) 1987-01-30 1987-01-30 Pile driver

Publications (1)

Publication Number Publication Date
JPS63189522A true JPS63189522A (en) 1988-08-05

Family

ID=12018487

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2012887A Pending JPS63189522A (en) 1987-01-30 1987-01-30 Pile driver

Country Status (3)

Country Link
EP (1) EP0276845B1 (en)
JP (1) JPS63189522A (en)
DE (1) DE3872889T2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2729969B2 (en) * 1990-03-29 1998-03-18 株式会社高橋エンジニアリング Pile driver
JP3724758B2 (en) * 1996-12-05 2005-12-07 株式会社小松製作所 Switching valve device
FR2997739B1 (en) 2012-11-07 2015-01-09 Thermodyn COMPRESSOR COMPRISING THRUST BALANCING

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS572856A (en) * 1980-06-06 1982-01-08 Showa Alum Corp Cathodically protecting brazing sheet for vacuum brazing
JPS5846963A (en) * 1981-09-16 1983-03-18 横河電機株式会社 Ultrasonic detecting apparatus for hemodyalysis

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3721095A (en) * 1971-08-23 1973-03-20 Bolt Associates Inc Controllable force method and system of driving piles
SE370099B (en) * 1971-10-18 1974-09-30 B Ludvigson
DE2821339C3 (en) * 1977-05-18 1982-03-04 Kabushiki Kaisha Takahashi Engineering, Tokyo Hydraulic piston-cylinder device for generating axial piston oscillation
US4317406A (en) * 1978-05-18 1982-03-02 Kabushiki Kaisha Takahashi Engineering Hydraulic cylinder for generating vibrations

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS572856A (en) * 1980-06-06 1982-01-08 Showa Alum Corp Cathodically protecting brazing sheet for vacuum brazing
JPS5846963A (en) * 1981-09-16 1983-03-18 横河電機株式会社 Ultrasonic detecting apparatus for hemodyalysis

Also Published As

Publication number Publication date
EP0276845A2 (en) 1988-08-03
EP0276845A3 (en) 1989-10-18
DE3872889D1 (en) 1992-08-27
EP0276845B1 (en) 1992-07-22
DE3872889T2 (en) 1993-03-04

Similar Documents

Publication Publication Date Title
EP0401239B1 (en) Vibration-isolating machine mount
CN106763465B (en) A kind of passive vibration reduction platform of six degree of freedom master
US6257118B1 (en) Method and apparatus for controlling the actuation of a hydraulic cylinder
US5168938A (en) Pile driver
JP2001193103A (en) Operator's cab support device for construction machine
JPS63189522A (en) Pile driver
JP3359976B2 (en) Damping device
JP2939090B2 (en) Vibration suppression device for hydraulic work machine
KR101851998B1 (en) Side type Vibro Hammer for Tremble room There is the earth
CN116145745A (en) Engineering machine with active driving control
JP2001099106A (en) Hydraulic cylinder controller of construction machine
JP3044240B2 (en) Pile driver
JP2889329B2 (en) Control method of dynamic vibration absorber device for building
JP2793686B2 (en) Piling control device
JP3213144B2 (en) Working machine with cab
JP2644536B2 (en) Vibration control structure of building structure
JPH07164877A (en) Working machine with driver's cab
CN211196402U (en) Vehicle with a steering wheel
Cheng et al. Active damping improvement of the electrohydraulic control system with dual actuators for mobile machinery
JPH07133805A (en) Cylinder control device for construction machine
JP2549436B2 (en) Vibration control device
JP3601849B2 (en) Damping device
JPH09235910A (en) Damper of building
JP2533727B2 (en) Vibration pile driving method and equipment
JPH0513819Y2 (en)