JPH0412152Y2 - - Google Patents

Info

Publication number
JPH0412152Y2
JPH0412152Y2 JP16248587U JP16248587U JPH0412152Y2 JP H0412152 Y2 JPH0412152 Y2 JP H0412152Y2 JP 16248587 U JP16248587 U JP 16248587U JP 16248587 U JP16248587 U JP 16248587U JP H0412152 Y2 JPH0412152 Y2 JP H0412152Y2
Authority
JP
Japan
Prior art keywords
earth
slide cylinder
sand
pressure
jack
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
Application number
JP16248587U
Other languages
Japanese (ja)
Other versions
JPH0169900U (en
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 filed Critical
Priority to JP16248587U priority Critical patent/JPH0412152Y2/ja
Publication of JPH0169900U publication Critical patent/JPH0169900U/ja
Application granted granted Critical
Publication of JPH0412152Y2 publication Critical patent/JPH0412152Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、シールド掘進機等の掘削土砂をピス
トンにより圧送する土砂圧送装置に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to an earth and sand pumping device for pumping excavated earth and sand using a piston, such as a shield excavator.

〔従来の技術〕[Conventional technology]

従来の土砂圧送装置の構成を第3図および第4
図を参照して説明する。
The configuration of a conventional earth and sand pumping device is shown in Figures 3 and 4.
This will be explained with reference to the figures.

この従来の土砂圧送装置は、土砂溜タンク1
と、先端が開口し、前記土砂溜タンク1内を直線
的に往復スライドする円筒状のスライド筒3と、
このスライド筒3内をスライド筒3の軸方向に往
復スライドする土砂圧送ピストン2と、前記土砂
溜タンク1の前記スライド筒3の先端が当接する
箇所に設けたリング状のシール4と、前記土砂溜
タンク1に連設した圧送パイプ5とを備える。前
記土砂溜タンク1には、シール4を保持する円筒
状のシールケース6が一体に設けられている。前
記スライド筒3はスライド筒用ジヤツキ8により
往復駆動される。また、前記土砂圧送ピストン2
はピストン用ジヤツキ7により往復駆動されるよ
うに構成され、かつ基端にはスライド筒3の基端
が係合する鍔部9が一体に形成されている。前記
シール4は、材質として金属またはウレタンゴム
を使用し、スライド筒3をこのシール4に押し付
けることにより、シールを行ない構造となつてい
る。
This conventional earth and sand pumping device has an earth and sand storage tank 1.
and a cylindrical slide tube 3 having an open end and sliding back and forth linearly within the sediment storage tank 1;
An earth and sand pumping piston 2 that reciprocates inside this slide cylinder 3 in the axial direction of the slide cylinder 3, a ring-shaped seal 4 provided at a place where the tip of the slide cylinder 3 of the earth and sand storage tank 1 comes into contact, and the earth and sand The storage tank 1 is provided with a pressure feeding pipe 5 connected to the storage tank 1. The sediment storage tank 1 is integrally provided with a cylindrical seal case 6 that holds a seal 4. The slide tube 3 is reciprocated by a slide tube jack 8. In addition, the earth and sand pumping piston 2
is configured to be reciprocated by a piston jack 7, and has a flange 9 integrally formed at its base end with which the base end of the slide tube 3 engages. The seal 4 is made of metal or urethane rubber, and has a structure in which the slide tube 3 is pressed against the seal 4 to achieve sealing.

次に、上述の従来の土砂圧送装置の動作を第3
図を参照して説明する。
Next, we will explain the operation of the conventional earth and sand pumping device described above in a third manner.
This will be explained with reference to the figures.

(イ) スライド筒用ジヤツキ8を伸ばし、スライド
筒3を矢印方向にスライドさせ、そのスライド
筒3内に土砂溜タンク1内の土砂10を取り込
む。
(a) Extend the slide cylinder jack 8, slide the slide cylinder 3 in the direction of the arrow, and take the earth and sand 10 in the earth and sand storage tank 1 into the slide cylinder 3.

(ロ) スライド筒用ジヤツキ8をさらに伸ばし、ス
ライド筒3の先端をシール4に押し付け、スラ
イド筒3内と土砂溜タンク1内とを密封隔離す
る。
(b) Further extend the slide cylinder jack 8 and press the tip of the slide cylinder 3 against the seal 4 to seal and isolate the inside of the slide cylinder 3 and the inside of the sediment storage tank 1.

(ハ) ピストン用ジヤツキ7を伸ばし、土砂圧送ピ
ストン2を矢印方向にスライドさせ、スライド
筒3内の土砂10を押し出して圧送パイプ5内
に圧送する。
(c) Extend the piston jack 7 and slide the earth and sand pumping piston 2 in the direction of the arrow to push out the earth and sand 10 inside the slide cylinder 3 and forcefully feed it into the pressure feeding pipe 5.

(ニ) スライド筒用ジヤツキ8を縮め、スライド筒
3を矢印方向に復スライドさせる。このとき、
スライド筒3の基端が土砂圧送ピストン2の鍔
部9に係合することにより、土砂圧送ピストン
2もスライド筒3と共に矢印方向に復スライド
し、土砂溜タンク1内に土砂10が新たに吸い
込まれる。
(d) Retract the slide tube jack 8 and slide the slide tube 3 back in the direction of the arrow. At this time,
When the base end of the slide tube 3 engages with the flange 9 of the earth and sand pumping piston 2, the earth and sand pumping piston 2 also slides back in the direction of the arrow along with the slide tube 3, and the earth and sand 10 is newly sucked into the earth and sand storage tank 1. It can be done.

以後、上述の動作(イ)、(ロ)、(ハ)、(ニ)を繰返して

砂10を圧送パイプ5を介して圧送する。
Thereafter, the above-mentioned operations (a), (b), (c), and (d) are repeated to force-feed the earth and sand 10 through the pressure-feeding pipe 5.

この種の土砂圧送装置においては、上述の動作
(ロ)の工程で、スライド筒3をシール4に確実に押
付けてスライド筒3内と土砂溜タンク1内とを完
全に隔離することが、土砂10を効率良く圧送す
るために重要である。
In this type of earth and sand pumping equipment, the above-mentioned operation is
In step (b), it is important to reliably press the slide tube 3 against the seal 4 to completely isolate the inside of the slide tube 3 and the inside of the earth and sand storage tank 1 in order to forcefully transport the earth and sand 10.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

上記の土砂圧送装置において、スライド筒3が
伸長して圧送パイプ5と土砂溜タンク1とが隔離
された状態(第3図ロの状態)から土砂圧送ピス
トン2によりスライド筒3内の土砂を圧送パイプ
5へ押し出している状態(第3図ハの状態)に至
る間、スライド筒3および圧送パイプ5の内圧は
圧送負荷分上昇し、その際スライド筒3の先端部
3aにもその圧力が作用することになる。これを
第4図を参照して詳細に説明すると、土砂圧送
時、負荷に見合つた圧力がススライド筒3内部お
よび圧送パイプ5内部に発生するが、その圧力P
はスライド筒3の先端部3aとシールケース6内
のシール4との間にも作用し、スライド筒3を押
し戻そうとする。特に、第5図に示すようにスラ
イド筒3の先端部3aおよびシール4の当接面が
テーパ面となつている場合には、前記押し戻し力
は一層大きくなる。そして、スライド筒3が前記
押し戻し力に負けて押し戻された場合、スライド
筒3aとシール4との間に隙間ができ、その隙間
より土砂が漏れて圧送効率が低下する。また、前
記隙間より流出する土砂によりスライド筒先端部
3aおよびシール4が摩耗して隙間が次第に大き
くなり、ついには圧送負荷とのバランスがくずれ
てスライド筒3内の土砂全量が隙間より流出し、
圧送不能に陥ることなる。
In the above-mentioned earth and sand pumping device, the earth and sand in the slide cylinder 3 is pumped by the earth and sand pumping piston 2 from a state in which the slide tube 3 is extended and the pressure pipe 5 and the sediment storage tank 1 are isolated (the state shown in FIG. 3B). While reaching the state of pushing out to the pipe 5 (the state shown in Fig. 3 C), the internal pressure of the slide cylinder 3 and the pressure-feeding pipe 5 rises by the pressure-feeding load, and at this time, this pressure also acts on the tip 3a of the slide cylinder 3. I will do it. To explain this in detail with reference to FIG. 4, when the earth and sand are pumped, a pressure commensurate with the load is generated inside the slide cylinder 3 and the pressure pipe 5, but the pressure P
also acts between the tip 3a of the slide tube 3 and the seal 4 inside the seal case 6, and tries to push the slide tube 3 back. Particularly, as shown in FIG. 5, when the abutting surfaces of the tip 3a of the slide cylinder 3 and the seal 4 are tapered, the pushing back force becomes even greater. When the slide tube 3 is pushed back against the push-back force, a gap is created between the slide tube 3a and the seal 4, and earth and sand leak from the gap, reducing the pumping efficiency. In addition, the slide cylinder tip 3a and the seal 4 are worn out by the earth and sand flowing out from the gap, and the gap gradually becomes larger, and eventually the balance with the pumping load is lost, and the entire amount of earth and sand in the slide cylinder 3 flows out from the gap.
This will result in the inability to pump.

本考案の目的は、簡単な構成により土砂圧送時
の圧送負荷によるスライド筒の押し戻しを防止す
ることができる土砂圧送装置を提供することにあ
る。
An object of the present invention is to provide an earth and sand pumping device that has a simple configuration and can prevent the slide tube from being pushed back due to the pumping load during earth and sand pumping.

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

上記目的を達成するため本考案は、スライド筒
用ジヤツキの作動停止時にスライド筒用ジヤツキ
のボトム側の作動油行戻り流路を全閉とする手段
を設けると共に、その作動油行戻り流路に蓄圧手
段を設け、かつ土砂取込工程の終了を検知するリ
ミツトスイツチの作動後、スライド筒用ジヤツキ
の油圧切換弁がスライド筒用ジヤツキのボトム側
への作動油の供給を停止するまでに前記蓄圧手段
に蓄圧するに十分な時間遅れを与える時限動作要
素を設け、土砂圧送工程時に圧送負荷によりスラ
イド筒先端部に働く押し戻し力に対抗する力をス
ライド筒用ジヤツキに油圧力として発生させるよ
うにしたことを特徴とする。
In order to achieve the above object, the present invention provides a means for completely closing the hydraulic oil return flow path on the bottom side of the slide cylinder jack when the slide cylinder jack stops operating. After the pressure accumulating means is provided and the limit switch that detects the end of the earth and sand intake process is operated, the pressure accumulating means is activated until the hydraulic pressure switching valve of the slide cylinder jack stops supplying hydraulic oil to the bottom side of the slide cylinder jack. A timed operation element is provided to provide a sufficient time delay for pressure to accumulate, and a force is generated in the slide cylinder jack as hydraulic pressure to counter the push-back force acting on the tip of the slide cylinder due to the pumping load during the earth and sand pumping process. It is characterized by

〔作用〕[Effect]

土砂取込工程終了時、それを検知するリミツト
スイツチからの信号に基づき油圧切換弁を操作し
てスライド筒用ジヤツキのボトム側への作動油の
供給を停止させるが、このとき、時限動作要素で
与えられる時間遅れによつて蓄圧手段に蓄圧し、
作動油の供給停止後はスライド筒用ジヤツキのボ
トム側の作動油行戻り流路を全閉とする。これに
より、土砂圧送工程時に圧送負荷によつてスライ
ド筒先端部に働く押し戻し力に対抗する力をスラ
イド筒用ジヤツキに油圧力として発生させ、その
油圧力によりスライド筒の押し戻しを防止しよう
とするものである。
At the end of the earth and sand intake process, the hydraulic switching valve is operated based on the signal from the limit switch that detects this to stop the supply of hydraulic oil to the bottom side of the slide cylinder jack. The pressure is accumulated in the pressure accumulating means due to the time delay,
After stopping the supply of hydraulic oil, completely close the hydraulic oil return passage on the bottom side of the slide cylinder jack. As a result, during the earth and sand pumping process, a force is generated in the slide cylinder jack as hydraulic pressure that counters the push-back force exerted on the tip of the slide cylinder due to the pumping load, and the hydraulic pressure is used to prevent the slide cylinder from being pushed back. It is.

〔実施例〕 第1図に本考案の一実施例の油圧回路を、第2
図にその電気回路を示す。
[Example] Fig. 1 shows a hydraulic circuit according to an embodiment of the present invention.
The figure shows the electrical circuit.

第1図において、11はスライド筒用ジヤツキ
8の油圧切換弁、12はピストン用ジヤツキ7の
油圧切換弁である。油圧切換弁11は、中立位置
で全てのポートが閉じる電磁操作の4ポート切換
弁で、そのAポートがスライド筒用ジヤツキ8の
ボトム側の作動油行戻り流路8aに、Bポートが
スライド筒用ジヤツキ8のロツド側の作動油行戻
り流路8bにそれぞれ接続されており、油圧切換
弁12は電磁操作の2ポート切換弁で、そのAポ
ートがピストン用ジヤツキ7のボトム側の作動油
行戻り流路7aに接続されている。
In FIG. 1, 11 is a hydraulic switching valve for the slide cylinder jack 8, and 12 is a hydraulic switching valve for the piston jack 7. The hydraulic switching valve 11 is an electromagnetically operated 4-port switching valve in which all ports are closed in the neutral position.The A port is connected to the hydraulic oil return passage 8a on the bottom side of the slide cylinder jack 8, and the B port is connected to the slide cylinder jack 8. The hydraulic switching valve 12 is an electromagnetically operated two-port switching valve, and its A port is connected to the hydraulic oil line return path 8b on the rod side of the piston jack 8. It is connected to the return flow path 7a.

13はスライド筒用ジヤツキ8の作動停止時、
そのボトム側の作動油行戻り流路8aを全閉とす
るために設けられたパイロツト操作チエツク弁
で、第3図に示すスライド筒3の復スライド時に
は、ロツド側の作動油行戻り流路8bからのパイ
ロツト圧によつて開弁し、ボトム側の作動油を戻
すことができる。14はスライド筒用ジヤツキ8
のボトム側と前記パイロツト操作チエツク弁13
との間の作動油行戻り流路8aに設けられた蓄圧
器であり、土砂取込工程終了時、スライド筒用ジ
ヤツキ8のボトム側に圧力を蓄積する蓄圧手段の
一例として示したものである。
13 is when the slide cylinder jack 8 stops operating;
This is a pilot operated check valve provided to completely close the hydraulic oil line return passage 8a on the bottom side, and when the slide tube 3 slides back as shown in FIG. The valve is opened by the pilot pressure from the valve, and the hydraulic oil on the bottom side can be returned. 14 is the jack 8 for the slide tube
and the bottom side of the pilot operated check valve 13.
This is a pressure accumulator installed in the hydraulic oil line return flow path 8a between the slide tube and the slide tube, and is shown as an example of a pressure accumulator that accumulates pressure on the bottom side of the slide cylinder jack 8 at the end of the earth and sand intake process. .

本実施例では、装置を簡素化するため、リリー
フ弁15、油圧ポンプ16、油タンク17からな
る油圧ユニツトはピストン用ジヤツキ7とスライ
ド筒用ジヤツキ8に共用として、油圧切換弁11
のPポートと油圧切換弁12のPポートを上記油
圧ユニツトの油圧供給側に接続し、油圧切換弁1
1のRポートとピストン用ジヤツキ7のロツド側
を上記油圧ユニツトのドレン戻り側に接続して油
圧回路を構成している。
In this embodiment, in order to simplify the device, a hydraulic unit consisting of a relief valve 15, a hydraulic pump 16, and an oil tank 17 is shared by the piston jack 7 and the slide cylinder jack 8, and the hydraulic switching valve 11
The P port of the hydraulic switching valve 12 and the P port of the hydraulic switching valve 12 are connected to the hydraulic pressure supply side of the hydraulic unit, and the hydraulic switching valve 1
A hydraulic circuit is constructed by connecting the R port of No. 1 and the rod side of the piston jack 7 to the drain return side of the hydraulic unit.

切換弁操作手段は、第2図に示す油圧切換弁1
1の操作用ソレノイドa,b、油圧切換弁12の
操作用ソレノイドa、リレーSC,SN,AN、リ
ミツトスイツチ18,19,20からなる電気回
路により構成されている。第2図において、2
1,22,23はリレーSC,SN,ANのコイル、
24,25,26はリレーSC,SN,ANの常開
接点、27,28,29はリレーSC,SN,AN
の常閉接点、30,31,32はリレーSC,
SN,ANの自己保持接点である。ここで、SNは
オンデイレー接点26,27を有する時限リレー
であり、リミツトスイツチ20からの入力信号に
より動作する時限動作要素として設けられたもの
である。リミツトスイツチ18,19,20は、
第3図に示すように、スライド筒3の後退位置で
リミツトスイツチ18がオンとなり、スライド筒
3の前進位置でリミツトスイツチ20がオンとな
り、土砂圧送ピストン2の前進位置でリミツトス
イツチ19がオンとなるように配置される。
The switching valve operating means is a hydraulic switching valve 1 shown in FIG.
1, operating solenoids a and 12, relays SC, SN, AN, and limit switches 18, 19, and 20. In Figure 2, 2
1, 22, 23 are coils of relays SC, SN, AN,
24, 25, 26 are normally open contacts of relays SC, SN, AN, 27, 28, 29 are relays SC, SN, AN
normally closed contacts, 30, 31, 32 are relays SC,
This is a self-holding contact for SN and AN. Here, SN is a timed relay having on-delay contacts 26 and 27, and is provided as a timed operating element operated by an input signal from the limit switch 20. Limit switches 18, 19, 20 are
As shown in FIG. 3, the limit switch 18 is turned on when the slide cylinder 3 is in the backward position, the limit switch 20 is turned on when the slide cylinder 3 is in the forward position, and the limit switch 19 is turned on when the earth and sand pumping piston 2 is in the forward position. Placed.

本実施例では、P1をピストン用ジヤツキ7の
圧送工程時作動油圧〔Kg/cm2〕、P2をスライド筒
用ジヤツキ8の圧送工程時作動油圧〔Kg/cm2〕、
AMをピストン用ジヤツキ7のボトム側受圧面積
〔cm2〕、APを土砂圧送ピストン2の受圧面積
〔cm2〕、ADをスライド筒先端部3aの受圧面積
〔cm2〕、ASをスライド筒用ジヤツキ8のボトム側
受圧面積〔cm2〕、NMをピストン用ジヤツキ7の本
数〔本〕、NSをスライド筒用ジヤツキ8の本数
〔本〕とするとき、下記(1)式の関係が成立するよ
うに上記諸元を選定する。
In this embodiment, P 1 is the working hydraulic pressure of the piston jack 7 during the pumping process [Kg/cm 2 ], P 2 is the working hydraulic pressure of the slide cylinder jack 8 during the pumping process [Kg/cm 2 ],
A M is the pressure receiving area on the bottom side of the piston jack 7 [cm 2 ], A P is the pressure receiving area of the earth and sand pumping piston 2 [cm 2 ], A D is the pressure receiving area of the slide cylinder tip 3a [cm 2 ], A S When is the pressure receiving area on the bottom side of the slide cylinder jack 8 [cm 2 ], N M is the number of piston jacks 7 [pieces], and N S is the number of slide cylinder jacks 8 [pieces], the following (1) is obtained. The above specifications are selected so that the relationship in the formula holds true.

NM×P1×AM/AP×AD≦NS×P2×AS ……(1) 上式において、左辺は圧送工程時に圧送負荷に
よりスライド筒先端部3aに働く押し戻し力を、
右辺は圧送工程時にスライド筒用ジヤツキ8に発
生する油圧力を表わす。
N M ×P 1 ×A M /A P ×A D ≦N S ×P 2 ×A S ...(1) In the above equation, the left side represents the push-back force acting on the slide cylinder tip 3a due to the pumping load during the pumping process. ,
The right side represents the hydraulic pressure generated in the slide cylinder jack 8 during the pressure feeding process.

次に、本実施例における土砂圧送装置の動作を
第1図、第2図および第3図を参照して説明す
る。
Next, the operation of the earth and sand pumping device in this embodiment will be explained with reference to FIGS. 1, 2, and 3.

() 土砂取込工程;スライド筒3の全縮状態
で、リミツトスイツチ18がオンとなり、リレ
ーSCのコイル21を励磁し自己保持させる。
リレーSCの常開接点24がオンになると、油
圧切換弁11のソレノイドaが励磁され、油圧
切換弁11のAポートをPポートに、Bポート
をRポートに連通させるので、スライド筒用ジ
ヤツキ8のボトム側に圧油が流入する。これに
より、スライド筒3は前進し、土砂溜タンク1
内の土砂をスライド筒3内に取り込む。
() Sediment intake process: When the slide cylinder 3 is fully compressed, the limit switch 18 is turned on, and the coil 21 of the relay SC is energized to self-hold.
When the normally open contact 24 of the relay SC is turned on, the solenoid a of the hydraulic switching valve 11 is energized and the A port of the hydraulic switching valve 11 is connected to the P port and the B port is connected to the R port. Pressure oil flows into the bottom side. As a result, the slide tube 3 moves forward, and the sediment storage tank 1
The soil inside is taken into the slide tube 3.

() 土砂圧送工程;土砂取込工程終了時にリ
ミツトスイツチ20がオンとなり、リレーSN
のコイル22を励磁し自己保持させるが、リレ
ーSNの常開接点26、常閉接点27はオンデ
イレー接点となつているため、任意の設定時間
(0.1〜0.5秒程度)経過後に接点26がオン、
接点27がオフとなる。この時間遅れの間、作
動油は油圧切換弁11とパイロツト操作チエツ
ク弁13を通つてスライド筒用ジヤツキ8のボ
トム側に供給され続ける。しかし、スライド筒
先端部3aは、スライド筒3がストロークエン
ド(伸限)となると同時にシール4に当接して
いるので、スライド筒用ジヤツキ8のボトム側
の油圧はリリーフ弁15の設定圧(最高作動油
圧)まで上昇し、蓄圧器14に蓄圧する。その
後、常閉接点27がオフとなることにより、リ
レー21の常開接点24もオフとなるため、油
圧切換弁11は中立位置となり、スライド筒用
ジヤツキ8への作動油の供給を停止する。一
方、常開接点26がオンとなることにより、油
圧切換弁12のソレノイドaが励磁され、油圧
切換弁12のAポートとPポートを連通させる
ため、ピストン用ジヤツキ7のボトム側に圧油
が流入して土砂圧送ピストン2を前進させ、土
砂圧送工程に移つていくが、油圧切換弁11を
通しての作動油の供給が停止した後も、パイロ
ツト操作チエツク弁13を蓄圧器14により、
スライド筒用ジヤツキ8のボトム側にはリリー
フ弁15の設定圧に相当する油圧がたつたまま
となり、その油圧力でスライド筒3がシール4
側に押し付けられることになる。そして、圧送
工程時、常に前記(1)式の関係が満足されている
ので、スライド筒用ジヤツキ8のボトム側の作
動油行戻り流路8aにホースを多量に使用して
いる場合、ホースのふくらみにより、スライド
筒3が圧送負荷の押し戻し力に負けて押し戻さ
れてしまうこともなく、前記油圧力によりスラ
イド筒先端部3aをシール4に押し付けて、ス
ライド筒3内と土砂溜タンク1内を完全に密封
隔離することができる。
() Earth and sand pumping process: At the end of the earth and sand intake process, the limit switch 20 is turned on and the relay SN is turned on.
The coil 22 of the relay SN is energized and self-held, but since the normally open contact 26 and the normally closed contact 27 of the relay SN are on-delay contacts, the contact 26 turns on after an arbitrary set time (about 0.1 to 0.5 seconds) has elapsed.
Contact point 27 is turned off. During this time delay, hydraulic oil continues to be supplied to the bottom side of the slide cylinder jack 8 through the hydraulic switching valve 11 and the pilot operation check valve 13. However, since the slide tube tip 3a is in contact with the seal 4 at the same time as the slide tube 3 reaches its stroke end (extension limit), the oil pressure on the bottom side of the slide tube jack 8 is reduced to the set pressure of the relief valve 15 (maximum). The pressure increases to the working pressure) and is stored in the pressure accumulator 14. Thereafter, as the normally closed contact 27 is turned off, the normally open contact 24 of the relay 21 is also turned off, so the hydraulic switching valve 11 is placed in the neutral position and the supply of hydraulic oil to the slide cylinder jack 8 is stopped. On the other hand, when the normally open contact 26 is turned on, the solenoid a of the hydraulic switching valve 12 is energized, and in order to connect the A port and the P port of the hydraulic switching valve 12, pressure oil is supplied to the bottom side of the piston jack 7. The flow advances the earth and sand pumping piston 2 and moves on to the earth and sand pumping process, but even after the supply of hydraulic oil through the hydraulic switching valve 11 is stopped, the pilot operation check valve 13 is operated by the pressure accumulator 14.
Hydraulic pressure corresponding to the set pressure of the relief valve 15 remains on the bottom side of the slide cylinder jack 8, and the slide cylinder 3 is moved to the seal 4 by this hydraulic pressure.
It will be pushed to the side. During the pressure feeding process, the relationship of equation (1) is always satisfied, so if a large amount of hose is used in the hydraulic oil return passage 8a on the bottom side of the slide cylinder jack 8, the hose Due to the bulge, the slide tube 3 is prevented from being pushed back by the pushing back force of the pumping load, and the hydraulic pressure presses the slide tube tip 3a against the seal 4, thereby sealing the inside of the slide tube 3 and the inside of the sediment storage tank 1. Can be completely sealed and isolated.

() 吸込工程;土砂圧送ピストン2が前進
し、スライド筒3内の土砂を押し出し完了する
位置までくると、リミツトスイツチ19がオン
となり、リレーANのコイル23を励磁し自己
保持させる。リレーANの常開接点28がオフ
となることにより、リレーSNの常開接点26
もオフとなるため、油圧切換弁12のソレノイ
ドaは無励磁となり、ピストン用ジヤツキ7の
ボトム側への圧油の流入を止める。同時に、リ
レーANの常開接点25がオンとなることによ
つて、油圧切換弁11のソレノイドbが励磁さ
れ、油圧切換弁11のAポートをRポートに、
BポートをPポートに連通させるため、スライ
ド用ジヤツキ8のロツド側に圧油が流入し、ロ
ツド側作動油行戻り流路8bからのパイロツト
圧によりパイロツト操作チエツク弁13が開い
て、スライド筒3を復スライドさせる。このと
き、スライド筒3の基端が土砂圧送ピストン2
の鍔部9に係合し、土砂圧送ピストン2も同時
に復スライドさせる。
() Suction process: When the earth and sand pumping piston 2 moves forward and reaches the position where it completes pushing out the earth and sand in the slide cylinder 3, the limit switch 19 is turned on, and the coil 23 of the relay AN is energized to self-hold. By turning off the normally open contact 28 of relay AN, the normally open contact 26 of relay SN
Since the solenoid a of the hydraulic switching valve 12 is also turned off, the solenoid a of the hydraulic switching valve 12 becomes non-energized, and the flow of pressure oil to the bottom side of the piston jack 7 is stopped. At the same time, the normally open contact 25 of the relay AN is turned on, so that the solenoid b of the hydraulic switching valve 11 is energized, and the A port of the hydraulic switching valve 11 is changed to the R port.
In order to communicate the B port with the P port, pressure oil flows into the rod side of the slide jack 8, and the pilot operation check valve 13 is opened by the pilot pressure from the rod side hydraulic oil line return passage 8b. Slide back. At this time, the base end of the slide cylinder 3 is connected to the earth and sand pumping piston 2.
The earth and sand pumping piston 2 is also slid back at the same time.

以後、上記()、()、()の動作を繰返し
て土砂の圧送を行なう。
Thereafter, the above operations (), (), () are repeated to pump the earth and sand.

本実施例では、スライド筒用ジヤツキ8の作動
停止時にボトム側の作動油行戻り流路8aを全閉
とする手段としてパイロツト操作チエツク弁13
を用いているが、同一機能を果すものなら何でも
よい(例えば、パイロツト操作チエツク弁を用い
る代わりに、油圧切換弁11を内部リークのない
ノンリーク弁としてもよい)。また、蓄圧手段と
して特別な蓄圧器14を用いず、作動油行戻り流
路8aに使用するホース類のふくらみによる蓄圧
機能を利用してもよい。
In this embodiment, a pilot operated check valve 13 is used as a means for fully closing the bottom side hydraulic oil return passage 8a when the slide cylinder jack 8 stops operating.
However, any valve may be used as long as it performs the same function (for example, instead of using a pilot-operated check valve, the hydraulic switching valve 11 may be a non-leak valve without internal leakage). Alternatively, instead of using the special pressure accumulator 14 as the pressure accumulating means, a pressure accumulating function by the bulges of hoses used in the hydraulic oil line return passage 8a may be used.

〔考案の効果〕[Effect of idea]

本考案によれば、圧送工程時に圧送負荷により
スライド筒先端部に働く押し戻し力に対抗する力
をスライド筒用ジヤツキに油圧力として発生さ
せ、その油圧力によりスライド筒の押し戻しを防
止することができるため、圧送工程時、スライド
筒内と土砂溜タンク内を完全に密封隔離して、土
砂の圧送効率を良好に維持できる。しかも、前進
位置にスライド筒を押しとどめるための機械的ス
トツパ等の別機構を必要としないので装置を簡
単、安価に構成できるという効果がある。
According to the present invention, a force that counters the push-back force exerted on the tip of the slide cylinder due to the pressure-feeding load during the pressure-feeding process is generated in the slide cylinder jack as hydraulic pressure, and the hydraulic force can prevent the slide cylinder from being pushed back. Therefore, during the pumping process, the inside of the slide cylinder and the inside of the sediment storage tank are completely sealed and isolated, and the pumping efficiency of the sand can be maintained at a good level. Moreover, since no separate mechanism such as a mechanical stopper for holding the slide tube in the forward position is required, the device can be constructed simply and at low cost.

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

第1図は本考案の一実施例の油圧回路図、第2
図は同電気回路、第3図は土砂圧送装置の動作説
明図、第4図は第3図S部の一例を示す拡大図、
第5図は第3図S部の他の例を示す拡大図であ
る。 1……土砂溜タンク、2……土砂圧送ピスト
ン、3……スライド筒、4……シール、5……圧
送パイプ、7……ピストン用ジヤツキ、8……ス
ライド筒用ジヤツキ、8a……スライド筒用ジヤ
ツキのボトム側の作動油行戻り流路、11……ス
ライド筒用ジヤツキの油圧切換弁、13……パイ
ロツト操作チエツク弁(作動油行戻り流路8aを
全閉とする手段)、14……蓄圧器(蓄圧手段)、
20……土砂取込工程終了を検知するリミツトス
イツチ、SN……時限リレー(時限動作要素)、2
6,27……オンデイレー接点。
Figure 1 is a hydraulic circuit diagram of one embodiment of the present invention, Figure 2 is a hydraulic circuit diagram of an embodiment of the present invention.
The figure shows the same electric circuit, Figure 3 is an explanatory diagram of the operation of the earth and sand pumping device, and Figure 4 is an enlarged view showing an example of part S in Figure 3.
FIG. 5 is an enlarged view showing another example of the section S in FIG. 3. 1... Sediment collection tank, 2... Sediment pressure feeding piston, 3... Slide tube, 4... Seal, 5... Pressure feeding pipe, 7... Piston jack, 8... Slide tube jack, 8a... Slide Hydraulic oil line return passage on the bottom side of the cylinder jack, 11... Hydraulic pressure switching valve of the slide cylinder jack, 13... Pilot operation check valve (means for fully closing the hydraulic oil line return passage 8a), 14 ...Pressure accumulator (pressure accumulating means),
20...Limit switch that detects the end of the earth and sand intake process, SN...Timed relay (timed operation element), 2
6, 27...On-delay contact.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 土砂溜タンクと、先端が開口し前記土砂溜タン
ク内を直線的に往復スライドするスライド筒と、
このスライド筒内をスライド筒の軸方向に往復ス
ライドする土砂圧送ピストンと、スライド筒を軸
方向に往復駆動するスライド筒用ジヤツキと、土
砂圧送ピストンを軸方向に往復駆動するピストン
用ジヤツキと、土砂溜タンクに連設した圧送パイ
プとを備え、前記スライド筒を往スライドさせて
スライド筒内に土砂を取り込むと共に、スライド
筒内と土砂溜タンク内を密封隔離し、前記土砂圧
送ピストンを往スライドさせてスライド筒内の土
砂を押し出し圧送パイプ内に圧送する土砂圧送装
置において、スライド筒内ジヤツキの作動停止時
にスライド筒用ジヤツキのボトム側の作動油行戻
り流路を全閉とする手段を設けると共に、その作
動油行戻り流路に蓄圧手段を設け、かつ土砂取込
工程の終了を検知するリミツトスイツチの作動
後、スライド筒用ジヤツキの油圧切換弁がスライ
ド筒用ジヤツキのボトム側への作動油の供給を停
止するまでに前記蓄圧手段に蓄圧するに十分な時
間遅れを与える時限動作要素を設け、土砂圧送工
程時に圧送負荷によりスライド筒先端部に働く押
し戻し力に対抗する力をスライド筒用ジヤツキに
油圧力として発生させるようにしたことを特徴と
する土砂圧送装置。
a sediment storage tank; a slide tube having an open end and sliding back and forth linearly within the sediment storage tank;
An earth and sand pumping piston that reciprocates in the axial direction of the slide cylinder, a slide cylinder jack that reciprocates the slide cylinder in the axial direction, a piston jack that reciprocates the earth and sand pumping piston in the axial direction, and earth and sand. A pressure feeding pipe connected to a storage tank is provided, the slide cylinder is slid forward to take in earth and sand into the slide cylinder, the inside of the slide cylinder and the inside of the sediment storage tank are sealed and isolated, and the earth and sand pressure piston is slid forward. In an earth and sand pumping device that pushes out earth and sand in a slide cylinder and pumps it into a pressure pipe, a means is provided for completely closing a hydraulic oil return passage on the bottom side of a slide cylinder jack when the slide cylinder jack stops operating. A pressure accumulating means is provided in the hydraulic oil line return flow path, and after the limit switch is activated to detect the end of the earth and sand intake process, the hydraulic switching valve of the slide cylinder jack controls the flow of hydraulic oil to the bottom side of the slide cylinder jack. A timed operation element is provided to provide a sufficient time delay for pressure to accumulate in the pressure accumulating means before the supply is stopped, and a force is applied to the slide cylinder jack to counter the push-back force exerted on the tip of the slide cylinder by the pumping load during the earth and sand pumping process. An earth and sand pumping device characterized by generating hydraulic pressure.
JP16248587U 1987-10-26 1987-10-26 Expired JPH0412152Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16248587U JPH0412152Y2 (en) 1987-10-26 1987-10-26

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16248587U JPH0412152Y2 (en) 1987-10-26 1987-10-26

Publications (2)

Publication Number Publication Date
JPH0169900U JPH0169900U (en) 1989-05-09
JPH0412152Y2 true JPH0412152Y2 (en) 1992-03-25

Family

ID=31446354

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16248587U Expired JPH0412152Y2 (en) 1987-10-26 1987-10-26

Country Status (1)

Country Link
JP (1) JPH0412152Y2 (en)

Also Published As

Publication number Publication date
JPH0169900U (en) 1989-05-09

Similar Documents

Publication Publication Date Title
KR930020015A (en) Viscous Pump with Transport Cylinder
US20020025263A1 (en) Device for continuous regulation of the gas flow rate processed by a reciprocating compressor
US8910660B2 (en) Valve arrangement
CN205446226U (en) Novel intelligence does not have low noise of impact electro -mechanical -hydraulic integral hydraulic system
JP4786638B2 (en) Inner scoping hydraulic system
CN100335780C (en) A reciprocating electromagnetic micro-pump, particularly forsmall electrical appliances
JPH0412152Y2 (en)
AU2009339170B2 (en) Pump for pumping hydraulic well control fluid into a production flowline
JPH0412151Y2 (en)
US11215203B2 (en) Logic valve for the management of a hydraulic actuator and corresponding hydraulic circuit
CN112368505B (en) Lubricating pump device
JP2858168B2 (en) Hydraulic equipment for lifting and lowering lift trucks
JPS598001Y2 (en) Automatic directional valve for reciprocating cylinders
JPH0341133Y2 (en)
GB1374522A (en) Electrically driven hydraulic adjusting or control device
CN215667002U (en) Hydraulic device applied to carrier
JPS6233443B2 (en)
JPH0826850B2 (en) Concrete piston reverse running prevention device for concrete pump
JPS641493Y2 (en)
KR850001415Y1 (en) Sequence valve control circuit
JPH032721Y2 (en)
JPH0130630Y2 (en)
JPH0324881Y2 (en)
JPS585503A (en) logic valve circuit
JPH076524B2 (en) Booster type cylinder device