JPH076193B2 - Hydraulic winch control method at the time of penetration of underground penetration body - Google Patents

Hydraulic winch control method at the time of penetration of underground penetration body

Info

Publication number
JPH076193B2
JPH076193B2 JP30717286A JP30717286A JPH076193B2 JP H076193 B2 JPH076193 B2 JP H076193B2 JP 30717286 A JP30717286 A JP 30717286A JP 30717286 A JP30717286 A JP 30717286A JP H076193 B2 JPH076193 B2 JP H076193B2
Authority
JP
Japan
Prior art keywords
penetration
hydraulic
hydraulic winch
wire
pressure
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP30717286A
Other languages
Japanese (ja)
Other versions
JPS63161223A (en
Inventor
邦典 林原
法生 勝原
毅 河田
忠良 前田
直裕 杉本
Original Assignee
不動建設株式会社
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 不動建設株式会社 filed Critical 不動建設株式会社
Priority to JP30717286A priority Critical patent/JPH076193B2/en
Publication of JPS63161223A publication Critical patent/JPS63161223A/en
Publication of JPH076193B2 publication Critical patent/JPH076193B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

【発明の詳細な説明】 (発明が属する技術分野) 本発明は砂杭造成用ケーシング、杭、矢板等の地中貫入
体を振動貫入機で地中に貫入するときに振動貫入機の上
方の緩衝装置を吊持するワイヤの巻出しを行う油圧ウイ
ンチの制御方法に関する。
Description: TECHNICAL FIELD The present invention relates to an upper part of a vibration penetrating machine when an underground penetrating body such as a sand pile forming casing, a pile, or a sheet pile is penetrated into the ground by the vibration penetrating machine. The present invention relates to a hydraulic winch control method for unwinding a wire that suspends a shock absorber.

(発明の課題とその特徴点) 砂杭造成用ケーシングを振動貫入機で地中に貫入する際
に、振動貫入機の上方の緩衝装置を吊持するワイヤの巻
出しを行う油圧ウインチの2次側油圧管路の圧力を検出
し、この検出値を用いて油圧ウインチの制御を行う技術
は既に知られている(特公昭54-35401号公報参照)。
(Problem of the invention and its characteristic point) When a casing for sand pile formation is penetrated into the ground by a vibration penetrator, a secondary of a hydraulic winch that unwinds a wire that suspends a shock absorber above the vibration penetrator. A technique for detecting the pressure in the side hydraulic line and controlling the hydraulic winch using this detected value is already known (see Japanese Patent Publication No. 54-35401).

本発明は、この従来技術の改良を目的としているもので
あつて、その構成上の特徴は特許請求の範囲に記載した
とおりである。
The present invention is intended to improve this prior art, and the structural features thereof are as set forth in the claims.

本発明のように油圧ウインチの油圧管路の1次側と2次
側の流量を等量に制御した状態で2次側と1次側の圧力
差を検出すると、ワイヤ巻出し中でもワイヤの吊り荷重
に対応する圧力を常に正確に検出することができるが、
この点で本発明は前述の従来技術と異なる。
When the pressure difference between the secondary side and the primary side is detected while the flow rates of the primary side and the secondary side of the hydraulic pipeline of the hydraulic winch are controlled to be equal as in the present invention, the wire is suspended even when the wire is being unwound. You can always accurately detect the pressure corresponding to the load,
In this respect, the present invention is different from the above-mentioned prior art.

(発明の具体的説明) 以下、図面により本発明の一実施態様を説明する。DETAILED DESCRIPTION OF THE INVENTION An embodiment of the present invention will be described below with reference to the drawings.

第1図において、1は水底地盤に貫入されつつある砂杭
造成用のケーシングであり、このケーシング1の頂端に
はホツパー部2を介して振動貫入機3が装着され、振動
貫入機3の上方には吊りワイヤ4を介して緩衝装置5が
取付けられ、緩衝装置5は油圧ウインチ6に巻かれたワ
イヤ7で吊持されている。
In FIG. 1, reference numeral 1 is a casing for sand pile formation that is being penetrated into the submarine ground. A shock absorber 5 is attached to the shaft via a suspending wire 4, and the shock absorber 5 is suspended by a wire 7 wound around a hydraulic winch 6.

第2図に油圧ウインチ6の油圧管路で示されているが、
図中、8はドラム、9は油圧モータ、10は切換え制御
弁、11は油圧ポンプである。
Although shown in FIG. 2 by the hydraulic pipeline of the hydraulic winch 6,
In the figure, 8 is a drum, 9 is a hydraulic motor, 10 is a switching control valve, and 11 is a hydraulic pump.

切換え制御弁10は、油圧モータ9への圧油送りの開始、
停止、方向の切換えの各制御の外、流量制御も行うが、
この流量制御において戻りの流量も送りの流量と等量に
制御されるようになつている。
The switching control valve 10 starts the pressure oil feed to the hydraulic motor 9,
In addition to stop and direction switching control, flow rate control is also performed.
In this flow rate control, the return flow rate is controlled to be equal to the feed flow rate.

油圧管路の送り側と戻り側の流量が等量に制御された状
態で油圧モータ9をワイヤ巻出し方向に回転させると
き、2次側(戻り側)の油圧管路bの圧力Pbはワイヤ7
の吊り荷重に一応、対応して変化するが、ワイヤ7の巻
出し速度を変えるために流量を変えると圧力も多少変化
するので、この影響で圧力Pbは正確にはワイヤ7の吊り
荷重に対応して変化しない。
When the hydraulic motor 9 is rotated in the wire unwinding direction while the flow rates on the feed side and the return side of the hydraulic pipeline are controlled to be equal, the pressure Pb of the secondary (return side) hydraulic pipeline b is 7
However, if the flow rate is changed in order to change the unwinding speed of the wire 7, the pressure will change slightly. Therefore, the pressure Pb accurately corresponds to the hanging load of the wire 7. And does not change.

本発明では、前述の流量を変えたときの圧力変化の影響
を消去するため、Pbと1次側(送り側)の油圧管路aの
圧力Paとの差を検出し、これを用いて油圧ウインチ6の
制御を行うようにしている。
In the present invention, in order to eliminate the influence of the pressure change when the flow rate is changed, the difference between Pb and the pressure Pa of the hydraulic line a on the primary side (feed side) is detected, and this is used to detect the hydraulic pressure. The winch 6 is controlled.

すなわち、差圧検出器12は圧力Pbと圧力Paの差を検出し
てその検出信号を演算制御装置13に送り、演算制御装置
13は、送られてきた検出信号と設定圧力信号を比較し、
その大小に応じて適宜の制御信号を出して切換え制御弁
10を制御する。
That is, the differential pressure detector 12 detects the difference between the pressure Pb and the pressure Pa and sends the detection signal to the arithmetic and control unit 13,
13 compares the sent detection signal with the set pressure signal,
Switching control valve by issuing appropriate control signal according to its size
Control 10

第3図は差圧検出器12の検出圧力Pと吊り荷重の関係を
図示したもので、1は吊つていない状態、すなわち全荷
重が地盤に預けられている状態のとき、IIは緩衝装置5
が伸縮している状態のとき、IIIは全荷重が吊られた状
態のときである。
FIG. 3 shows the relationship between the detection pressure P of the differential pressure detector 12 and the suspension load. 1 is the state where the load is not suspended, that is, the total load is stored on the ground, II is the shock absorber. 5
III is when it is expanding and contracting, and III is when it is fully loaded.

P1はPの最大値、P2はPの最小値、P3は設定圧力であ
る。P>P3のときはワイヤ7の巻出しを高速で連続的
に行い、P<P3になつた場合はワイヤ7を低速で一定
長巻出してから巻出しを停止し、ケーシング1が貫入
していつてP>P3になつた場合はワイヤ7を巻出し、
以後、,を繰返して、振動貫入機3の起振力が最大
限に貫入力として作用する状態、すなわち、振動貫入機
3以下の重量が地盤に預けられた状態でワイヤ7の追随
巻出しがなされるようにする。
P 1 is the maximum value of P, P 2 is the minimum value of P, and P 3 is the set pressure. When P> P 3 , the wire 7 is continuously unwound at a high speed, and when P <P 3 , the wire 7 is unwound at a low speed for a certain length, and then the unwinding is stopped, and the casing 1 penetrates. When P> P 3 is reached, unwind the wire 7,
After that, by repeating ,, in a state where the vibration force of the vibration penetrating machine 3 acts as the maximum penetration force, that is, when the weight of the vibration penetrating machine 3 or less is stored in the ground, the follow-up unwinding of the wire 7 is performed. To be done.

(発明の効果) 本発明は以上のようなものであつて、ワイヤ巻出し時に
おける油圧ウインチの油圧管路の1次側と2次側の流量
を等量に制御した状態で2次側と1次側の圧力差を検出
し、この検出値を用いて油圧ウインチの制御を行うの
で、ワイヤ巻出し中でも吊り荷重に対応する圧力を常に
正確に検出することができ、したがつてまた、油圧ウイ
ンチの制御も好ましい態様で確実に行うことができる。
(Advantages of the Invention) The present invention is as described above, in which the flow rate of the hydraulic conduit of the hydraulic winch when the wire is unwound is controlled to be equal to the secondary side while the flow rates of the primary side and the secondary side are controlled to be equal. Since the pressure difference on the primary side is detected and the hydraulic winch is controlled using this detected value, the pressure corresponding to the suspension load can always be detected accurately even when the wire is being unwound. The winch can also be controlled reliably in a preferred manner.

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

図面は本発明の一実施態様の説明図であつて、第1図は
全体図、第2図は油圧ウインチの油圧回路図、第3図は
検出圧力と吊り荷重の関係図である。 1……ケーシング、3……振動貫入機、4……吊りワイ
ヤ、5……緩衝装置、6……油圧ウインチ、7……ワイ
ヤ、9……油圧モータ、10……切換え制御弁、11……油
圧ポンプ、12……差圧検出器、13……演算制御装置。
1 is a general view, FIG. 2 is a hydraulic circuit diagram of a hydraulic winch, and FIG. 3 is a relational diagram of a detected pressure and a suspension load. 1 ... Casing, 3 ... Vibration penetration machine, 4 ... Suspension wire, 5 ... Shock absorber, 6 ... Hydraulic winch, 7 ... Wire, 9 ... Hydraulic motor, 10 ... Switching control valve, 11 ... … Hydraulic pump, 12 …… Differential pressure detector, 13… Arithmetic control unit.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 前田 忠良 東京都台東区台東1丁目2番1号 不動建 設株式会社内 (72)発明者 杉本 直裕 東京都台東区台東1丁目2番1号 不動建 設株式会社内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Tadayoshi Maeda 1-2-1 Taito, Taito-ku, Tokyo Fudo Construction Co., Ltd. (72) Inventor Naohiro Sugimoto 1-2-1 Taito, Taito-ku, Tokyo Fudo Construction Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】振動貫入機の上方の緩衝装置を吊持するワ
イヤを、油圧ウインチで巻出しながら、振動貫入機の貫
入力で地中貫入体を地中に貫入する際に、油圧ウインチ
の油圧管路の1次側と2次側の流量を等量に制御した状
態で2次側と1次側の圧力差を検出し、この検出値を用
いて油圧ウインチの制御を行うことを特徴とする地中貫
入体の貫入時における油圧ウインチ制御方法。
1. A wire for suspending a shock absorbing device above a vibration penetration machine is unwound by a hydraulic winch while the penetration force of the vibration penetration machine penetrates the underground penetration body into the ground. The feature is that the pressure difference between the secondary side and the primary side is detected with the flow rate on the primary side and the secondary side of the hydraulic pipeline being controlled to be equal, and the hydraulic winch is controlled using this detected value. Hydraulic winch control method at the time of penetration of an underground penetrating body.
JP30717286A 1986-12-23 1986-12-23 Hydraulic winch control method at the time of penetration of underground penetration body Expired - Fee Related JPH076193B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30717286A JPH076193B2 (en) 1986-12-23 1986-12-23 Hydraulic winch control method at the time of penetration of underground penetration body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30717286A JPH076193B2 (en) 1986-12-23 1986-12-23 Hydraulic winch control method at the time of penetration of underground penetration body

Publications (2)

Publication Number Publication Date
JPS63161223A JPS63161223A (en) 1988-07-04
JPH076193B2 true JPH076193B2 (en) 1995-01-30

Family

ID=17965901

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30717286A Expired - Fee Related JPH076193B2 (en) 1986-12-23 1986-12-23 Hydraulic winch control method at the time of penetration of underground penetration body

Country Status (1)

Country Link
JP (1) JPH076193B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008023323B4 (en) * 2008-05-13 2010-03-18 Hans Lingl Anlagenbau Und Verfahrenstechnik Gmbh & Co. Kg Conveyor system or conveyor or method for conveying mold carriers

Also Published As

Publication number Publication date
JPS63161223A (en) 1988-07-04

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