JPH0826851B2 - Discharge method of residual viscous fluid - Google Patents

Discharge method of residual viscous fluid

Info

Publication number
JPH0826851B2
JPH0826851B2 JP3257842A JP25784291A JPH0826851B2 JP H0826851 B2 JPH0826851 B2 JP H0826851B2 JP 3257842 A JP3257842 A JP 3257842A JP 25784291 A JP25784291 A JP 25784291A JP H0826851 B2 JPH0826851 B2 JP H0826851B2
Authority
JP
Japan
Prior art keywords
viscous fluid
pipe
hopper
pressure
residual
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
JP3257842A
Other languages
Japanese (ja)
Other versions
JPH0599130A (en
Inventor
久生 宮崎
俊夫 武▲ざき▼
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP3257842A priority Critical patent/JPH0826851B2/en
Publication of JPH0599130A publication Critical patent/JPH0599130A/en
Publication of JPH0826851B2 publication Critical patent/JPH0826851B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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、コンクリート、ヘド
ロ、土砂等の粘性流体を圧送するピストンポンプ等の圧
送装置および圧送管内に残留した粘性流体の排出方法に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pressure-feeding device such as a piston pump for pressure-feeding a viscous fluid such as concrete, sludge, earth and sand, and a method for discharging a viscous fluid remaining in a pressure-feeding pipe.

【0002】[0002]

【従来の技術】従来のコンクリートポンプにおける残コ
ンクリートの排出方法を図3,図4について説明する。
図3に示す状態で、ホッパ16内の粘性流体を圧送シリ
ンダ9内に吸入し、ゲートハウジング21のゲートの切
替により吸入,吐出の粘性流体の流れを制御し、Y型管
17を通して輸送管18に圧送する。圧送終了後は、Y
型管17を横開きし、ホッパ16、ゲートハウジング2
1、Y型管17、曲り管18内の残粘性流体を掻き出し
排出すると共に、輸送管18にスポンジ20を挿入し高
圧ゴムホース14の先端のフランジ15をジョイント1
9により輸送管18に接続し、高圧水供給装置(又は高
圧空気)(図示せず)より送られてくる高圧水を使用し
て、スポンジ20により高圧水が粘性流体へ混入するこ
とを防ぎ、管内の粘性流体を排出する。
2. Description of the Related Art A conventional concrete pump discharge method for residual concrete will be described with reference to FIGS.
In the state shown in FIG. 3, the viscous fluid in the hopper 16 is sucked into the pressure feeding cylinder 9, and the flow of the sucked and discharged viscous fluid is controlled by switching the gate of the gate housing 21. Pump to. After pumping, Y
The mold tube 17 is opened laterally, and the hopper 16 and the gate housing 2 are opened.
1. The residual viscous fluid in the Y-shaped pipe 17 and the bent pipe 18 is scraped out and discharged, and the sponge 20 is inserted into the transport pipe 18 so that the flange 15 at the tip of the high-pressure rubber hose 14 is joined to the joint 1.
9 is used to connect high pressure water sent from a high pressure water supply device (or high pressure air) (not shown) to the transport pipe 18 and prevent sponge 20 from mixing high pressure water with a viscous fluid. Drain the viscous fluid in the pipe.

【0003】[0003]

【発明が解決しようとする課題】前述の従来技術には、
次のような問題点がある。図3,図4に示したコンクリ
ートポンプでは、ゲートハウジング21およびY型管1
7を使用した構造上、残粘性流体を排出するためにホッ
パ16からスポンジを挿入しても、ゲートハウジング2
1又はY型管17の中でスポンジが止まり輸送管18の
中に移動しない。又仮りに移動したとしてもゲートバル
ブの構造上漏洩が多く高粘性流体は圧送できても水は圧
送できない。従って管内残留粘性流体を排出するために
は、従来技術の項で説明した通りの方法で行わねばなら
ず、手間を要すると共に、ゲートハウジング21、Y型
管17、曲り管18内の多量の残留流体を管先端の正規
の排出場所ではない場所に排出処理せねばならない。
DISCLOSURE OF THE INVENTION Problems to be Solved by the Invention
There are the following problems. In the concrete pump shown in FIGS. 3 and 4, the gate housing 21 and the Y-shaped pipe 1
Due to the structure using 7, even if a sponge is inserted from the hopper 16 to discharge the residual viscous fluid, the gate housing 2
The sponge stops inside the 1 or Y-shaped tube 17 and does not move into the transport tube 18. Further, even if it moves, there is a lot of leakage due to the structure of the gate valve, but high viscous fluid can be pumped but water cannot be pumped. Therefore, in order to discharge the residual viscous fluid in the pipe, the method as described in the section of the prior art must be performed, which requires time and labor, and a large amount of residual liquid remains in the gate housing 21, the Y-shaped pipe 17, and the bent pipe 18. The fluid must be discharged to a place other than the proper discharge location at the tip of the pipe.

【0004】本発明は、圧送終了後に、管継手等の分解
を必要とせず、輸送管等の管内に残留した粘性流体の排
出が容易な残留粘性流体の排出方法を提案することを目
的とするものである。
It is an object of the present invention to propose a method for discharging a residual viscous fluid that does not require disassembly of a pipe joint or the like after the completion of the pressure feeding and can easily discharge the viscous fluid remaining in a pipe such as a transportation pipe. It is a thing.

【0005】[0005]

【課題を解決するための手段】図1,図2に示したコン
クリートポンプにおいて、粘性流体圧送終了後、ホッパ
16の下部ゲートハウジング22の吸入行程側シリンダ
9′の吸入口にスポンジ20を挿入し運転して、Sパイ
プ10内にスポンジ20をピストン8′により押し込
む。スポンジ20を押し込んだ後、ホッパ16に水を入
れてコンクリートポンプを運転する。
In the concrete pump shown in FIGS. 1 and 2, the sponge 20 is inserted into the suction port of the suction stroke side cylinder 9'of the lower gate housing 22 of the hopper 16 after the completion of the viscous fluid pressure feeding. By driving, the sponge 20 is pushed into the S pipe 10 by the piston 8 '. After pushing in the sponge 20, water is put into the hopper 16 to operate the concrete pump.

【0006】[0006]

【作用】コンクリートポンプの運転によりゲートバルブ
が切換えられ、スポンジ20はピストン8又は8′で押
されてSパイプ10′内に入り、更に水圧により押され
てSパイプ10及び輸送管18内を前進する。従って輸
送管18内の残留粘性流体を、粘性流体、スポンジ、水
の順で、輸送管先端23より排出する。Sパイプの摺動
面は押圧機構12により、常に相手側摺動面に密着され
ているので、簡単に高圧の水圧が得られる。
The gate valve is switched by the operation of the concrete pump, the sponge 20 is pushed into the S pipe 10 'by the piston 8 or 8', and further pushed by the water pressure to advance in the S pipe 10 and the transport pipe 18. To do. Therefore, the residual viscous fluid in the transport pipe 18 is discharged from the transport pipe tip 23 in the order of viscous fluid, sponge, and water. The sliding surface of the S pipe is always brought into close contact with the mating sliding surface by the pressing mechanism 12, so that high water pressure can be easily obtained.

【0007】[0007]

【実施例】本発明の実施例を図1,図2について説明す
る。図において8,8′はピストン、9,9′は圧送シ
リンダ、10はSパイプ、11はSパイプ駆動シリン
ダ、12はSパイプ押圧機構、16はホッパ、18は曲
り管を含む輸送管、20はスポンジ、22はゲートハウ
ジング、23は輸送管先端である。
Embodiments of the present invention will be described with reference to FIGS. In the figure, 8 and 8'is a piston, 9 and 9'is a pressure feed cylinder, 10 is an S pipe, 11 is an S pipe drive cylinder, 12 is an S pipe pressing mechanism, 16 is a hopper, 18 is a transport pipe including a bent pipe, 20 Is a sponge, 22 is a gate housing, and 23 is a tip of a transport tube.

【0008】次に本装置による高粘性流体圧送について
説明する。ホッパ16に供給された高粘性流体は、Sパ
イプ駆動シリンダ11によって揺動させられるSパイプ
10と連結せずホッパ16に連結しているシリンダ9′
内のピストンにより、シリンダ9′に吸入される。この
際シリンダ9内のピストンにより既に吸入された高粘性
流体は、Sパイプ10と連結している輸送管18内に送
り込まれる。Sパイプ10とシリンダ9,9′側との摺
動面はSパイプの押圧機構12(詳細説明省略)により
常に密着されており、摺動面からの漏洩は最少となる様
制御されている。
Next, the high-viscosity fluid pressure feeding by this apparatus will be described. The high-viscosity fluid supplied to the hopper 16 is connected to the hopper 16 without being connected to the S pipe 10 which is swung by the S pipe driving cylinder 11.
It is sucked into the cylinder 9'by a piston therein. At this time, the highly viscous fluid that has already been sucked by the piston in the cylinder 9 is sent into the transport pipe 18 that is connected to the S pipe 10. The sliding surface between the S pipe 10 and the cylinders 9 and 9'side is kept in close contact with each other by a pressing mechanism 12 for the S pipe (detailed description thereof is omitted), and leakage from the sliding surface is controlled to be minimum.

【0009】圧送終了後、ホッパ内の残留高粘性流体は
作業員が掻き寄せて殆んど零となるまでシリンダ9、又
は9′に吸込ませて圧送する。ホッパ内の残高粘性流体
が空になると空気を吸込むが、本ゲートバルブの機構は
圧縮空気用弁としての特性は十分でなく高圧の圧縮空気
を得ることが困難である(低圧ならば可能である)。従
って、シリンダ9,9′Sパイプ10、輸送管18の残
留粘性流体は次の方法で排出される。ホッパ底部のゲー
トハウジング22のシリンダ側の開いた吸入口にスポン
ジ20を挿入し、運転してSパイプ10を切替えて圧送
し、スポンジ20をシリンダ9′からSパイプ10内に
ピストン8′で押し込む。
After the completion of the pressure feeding, the residual high-viscosity fluid in the hopper is sucked into the cylinder 9 or 9'until the worker almost scrapes it down to feed it. Air is sucked when the balance viscous fluid in the hopper becomes empty, but the mechanism of this gate valve does not have sufficient characteristics as a valve for compressed air and it is difficult to obtain high-pressure compressed air (it is possible at low pressure). ). Therefore, the residual viscous fluid in the cylinders 9, 9'S pipe 10 and the transport pipe 18 is discharged by the following method. The sponge 20 is inserted into the open inlet on the cylinder side of the gate housing 22 at the bottom of the hopper, and is operated to switch the S pipe 10 for pressure feeding, and the sponge 20 is pushed into the S pipe 10 from the cylinder 9'by the piston 8 '. .

【0010】次にホッパ16に水を供給しそのままポン
プを運転すれば、ホッパ16内の水は高圧水となり、シ
リンダ9,9′から順次Sパイプ10に送り込まれ、輸
送管18内を粘性流体、スポンジ20、水の順で移動
し、水を粘性流体の中に先走りすることなく圧送できる
ので、輸送管先端23より粘性流体を排出することがで
きる。又、水を先端23より排出することが不可能の場
合は、ポンプを逆転することにより、ホッパに水を吸い
戻すことも可能である。
Next, when water is supplied to the hopper 16 and the pump is operated as it is, the water in the hopper 16 becomes high-pressure water, which is sequentially fed into the S pipe 10 from the cylinders 9 and 9 ', and the viscous fluid in the transport pipe 18 is supplied. Since the sponge 20 and the water move in this order and the water can be pumped into the viscous fluid without preceding, the viscous fluid can be discharged from the transport pipe tip 23. When it is impossible to discharge water from the tip 23, it is possible to suck the water back into the hopper by reversing the pump.

【0011】[0011]

【発明の効果】本発明による残留粘性流体の排出方法
は、2個の平行したピストン・シリンダと、両方のピス
トン・シリンダの吸入・排出口に設けられたゲートハウ
ジングと、ゲートハウジングの上方に配置されたホッパ
と、ピストンの往復運動に対応してゲートハウジングの
接続が交互に切換えられるSパイプと、Sパイプの排出
側に接続した輸送管とを具えたピストン式粘性流体圧送
装置において、前記ホッパ内の粘性流体の圧送が終了し
た後で、前記ゲートハウジングの開口している吸入・排
出口に弾性充てん物を挿入し、前記ホッパに水を入れて
粘性流体圧送装置を運転することにより、前記Sパイプ
及び輸送管内の残留粘性流体を弾性充てん物を介して水
圧で排出することにより、次の効果を有する。
According to the method of discharging the residual viscous fluid according to the present invention, the two parallel pistons / cylinders, the gate housings provided at the intake / discharge ports of both pistons / cylinders, and the gate housings are arranged above the gate housings. In a piston type viscous fluid pressure feeding device, comprising: After the pressure feed of the viscous fluid inside is completed, the elastic filler is inserted into the inlet / outlet opening which is open in the gate housing, and water is put into the hopper to operate the viscous fluid pressure feed device. By discharging the residual viscous fluid in the S pipe and the transportation pipe by hydraulic pressure through the elastic filler, the following effects are obtained.

【0012】(1)高粘性流体をゲートバルブ近辺に排
出する必要がなくなるので、圧送終了後の残粘性流体の
処理が不要となる。 (2)管継手を分解する必要がなく、水洗作業が簡単で
あるので、圧送終了後、管内残留の高粘性流体の排出が
管先端より容易に行え、作業時間が短縮されると共に、
オペレータの操作が楽である。
(1) Since it is not necessary to discharge the highly viscous fluid to the vicinity of the gate valve, it is not necessary to treat the residual viscous fluid after the completion of the pressure feeding. (2) Since it is not necessary to disassemble the pipe joint and the water washing operation is simple, the high viscosity fluid remaining in the pipe can be easily discharged from the pipe tip after the completion of the pressure feeding, and the working time is shortened.
It is easy for the operator to operate.

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

【図1】本発明を実施するコンクリートポンプの要部を
示す破断斜視図である。
FIG. 1 is a cutaway perspective view showing a main part of a concrete pump embodying the present invention.

【図2】図1の全体配置を示す斜視図である。FIG. 2 is a perspective view showing the overall arrangement of FIG.

【図3】従来のコンクリートポンプの要部を示す斜視図
である。
FIG. 3 is a perspective view showing a main part of a conventional concrete pump.

【図4】図3のコンクリートポンプにおける残コンクリ
ート排出方法を示す斜視図である。
FIG. 4 is a perspective view showing a residual concrete discharging method in the concrete pump of FIG.

【符号の説明】[Explanation of symbols]

8 ピストン 8′ ピストン 9 コンクリートシリンダ 9′ コンクリートシリンダ 10 Sパイプ 11 Sパイプ駆動シリンダ 12 Sパイプ押圧機構 18 輸送管 8 Piston 8'Piston 9 Concrete Cylinder 9'Concrete Cylinder 10 S Pipe 11 S Pipe Drive Cylinder 12 S Pipe Pressing Mechanism 18 Transport Pipe

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 2個の平行したピストン・シリンダと、
両方のピストン・シリンダの吸入・排出口に設けられた
ゲートハウジングと、ゲートハウジングの上方に配置さ
れたホッパと、ピストンの往復運動に対応してゲートハ
ウジングの接続が交互に切換えられるSパイプと、Sパ
イプの排出側に接続した輸送管とを具えたピストン式粘
性流体圧送装置において、前記ホッパ内の粘性流体の圧
送が終了した後で、前記ゲートハウジングの開口してい
る吸入・排出口に弾性充てん物を挿入し、前記ホッパに
水を入れて粘性流体圧送装置を運転することにより、前
記Sパイプ及び輸送管内の残留粘性流体を弾性充てん物
を介して水圧で排出することを特徴とする残留粘性流体
の排出方法。
1. Two parallel pistons and cylinders,
A gate housing provided at the intake / exhaust ports of both pistons / cylinders, a hopper arranged above the gate housings, and an S pipe for switching the connection of the gate housings alternately in response to the reciprocating motion of the pistons, In a piston-type viscous fluid pressure-feeding device having a transport pipe connected to the discharge side of an S pipe, after the pressure-feeding of the viscous fluid in the hopper is completed, the suction / discharge port opened in the gate housing is elasticized. The residual viscous fluid in the S pipe and the transport pipe is discharged by hydraulic pressure through the elastic filler by inserting a filler and putting water in the hopper to operate the viscous fluid pressure feeding device. Method of discharging viscous fluid.
【請求項2】 輸送管先端より残留粘性流体及び弾性充
てん物が排出された後で、前記弾性充てん物を再度輸送
管先端に挿入し、粘性流体圧送装置を逆転運転して、弾
性充てん物をホッパー側に回収する請求項1記載の残留
粘性流体の排出方法。
2. After the residual viscous fluid and the elastic filler are discharged from the tip of the transport pipe, the elastic filler is inserted again into the tip of the transport pipe, and the viscous fluid pumping device is operated in reverse to remove the elastic filler. The method for discharging the residual viscous fluid according to claim 1, wherein the residual viscous fluid is collected on the hopper side.
JP3257842A 1991-10-04 1991-10-04 Discharge method of residual viscous fluid Expired - Fee Related JPH0826851B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3257842A JPH0826851B2 (en) 1991-10-04 1991-10-04 Discharge method of residual viscous fluid

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3257842A JPH0826851B2 (en) 1991-10-04 1991-10-04 Discharge method of residual viscous fluid

Publications (2)

Publication Number Publication Date
JPH0599130A JPH0599130A (en) 1993-04-20
JPH0826851B2 true JPH0826851B2 (en) 1996-03-21

Family

ID=17311905

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3257842A Expired - Fee Related JPH0826851B2 (en) 1991-10-04 1991-10-04 Discharge method of residual viscous fluid

Country Status (1)

Country Link
JP (1) JPH0826851B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4668493B2 (en) * 1999-08-31 2011-04-13 グラコ ミネソタ インコーポレーテッド Airless spray pump
CN110080963B (en) * 2019-05-09 2020-06-23 青岛黄海学院 Hard aggregate concrete pumping equipment

Also Published As

Publication number Publication date
JPH0599130A (en) 1993-04-20

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