JPS6358979B2 - - Google Patents

Info

Publication number
JPS6358979B2
JPS6358979B2 JP56194305A JP19430581A JPS6358979B2 JP S6358979 B2 JPS6358979 B2 JP S6358979B2 JP 56194305 A JP56194305 A JP 56194305A JP 19430581 A JP19430581 A JP 19430581A JP S6358979 B2 JPS6358979 B2 JP S6358979B2
Authority
JP
Japan
Prior art keywords
suction port
pump
plate
arc
pipe joint
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
JP56194305A
Other languages
Japanese (ja)
Other versions
JPS5894535A (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 JP56194305A priority Critical patent/JPS5894535A/en
Publication of JPS5894535A publication Critical patent/JPS5894535A/en
Publication of JPS6358979B2 publication Critical patent/JPS6358979B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/90Component parts, e.g. arrangement or adaptation of pumps
    • E02F3/92Digging elements, e.g. suction heads

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)
  • Details Of Reciprocating Pumps (AREA)
  • Structures Of Non-Positive Displacement Pumps (AREA)

Description

【発明の詳細な説明】 本発明は各種沈砂地で用いる採泥装置に於ける
ポンプ吸込口構造に関するものである。上水取水
口や下水処理場等の沈砂、沈泥の排除は従来完全
に水抜きを行つた後入力を主にして行うか、又は
槽上に架設した走行台車にポンプを走行自在に取
付けポンプの吸込口周辺に圧力水を噴出させて沈
砂や沈泥を撹拌させるかあるいは水の汚れをきら
う場合には圧力水の噴出なしにポンプの吸引力の
みで吸引排泥作業を行つていたがポンプ吸込口の
構造が単にラツパ状に開口しているだけであつた
為に沈砂、沈泥を吸引し得る範囲は非常に狭く吸
引を大とする為に沈砂、沈泥に近付ければ吸込口
が閉塞し、又沈砂、沈泥を浮遊させる為に圧力水
を噴出させたり機械的に撹拌させたりすれば槽内
が濁る等諸々の欠点があつた。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a pump suction port structure in a mud collection device used in various sand-sedging areas. Conventionally, removal of sand and silt from water intakes, sewage treatment plants, etc. has been done mainly by inputting the water after completely draining the water, or by attaching the pump to a mobile cart installed above the tank so that it can move freely. Previously, pressurized water was ejected around the suction port of the pump to stir the sand and silt, or when the water was not contaminated, suction and sludge removal work was carried out using only the suction power of the pump without ejecting pressurized water. Because the structure of the pump suction port was simply an opening in the shape of a ripple, the range in which it could suck sand and silt was very narrow. There were various drawbacks such as clogging, and the inside of the tank becoming cloudy if pressured water was jetted or mechanically agitated to suspend sand and silt.

この様な問題を解決する為の技術として、例え
ば特公昭36−6281号公報に示される発明があり、
土砂吸込口とは別に水穴を設けているが、この発
明装置では土砂吸込口を所望方向へ向けるが為に
は本体そのものを機械的に回転しなければなら
ず、その操作が煩雑であり、かつ吸込口の方向が
船の移動方向と充分にマツチしていない場合には
効率が低減するという不安がある。
As a technique for solving such problems, there is an invention disclosed in Japanese Patent Publication No. 36-6281, for example.
A water hole is provided separately from the earth and sand suction port, but in order to orient the earth and sand suction port in the desired direction with this device, the main body itself must be mechanically rotated, which is complicated to operate. Moreover, if the direction of the suction port does not sufficiently match the direction of movement of the ship, there is concern that efficiency will be reduced.

本発明は上述の諸欠点を解消し、槽内を濁らせ
る事なく、しかも吸込口を所望方向へ向ける為に
特に大規模な装置を要する事もなく、効率良く沈
砂、沈泥を吸い込む事が出来るポンプ吸込口の構
造を提供せんとするものであり、その要旨はポン
プを用いた採泥装置に於いて、ポンプ吸込管の中
途に回転管継手を組込み、同回転管継手よりも下
方のポンプ吸込管の先端に両斜下方向に末広がり
状に延びる側板を連設し、該両側板の下端開口部
が形成する下端吸込口を、ある一定方向に長くそ
の直角方向に短い形状となし、上記両側板の中下
端吸込口の走行方向に対し後方の側板にその基端
部が連設され、次第に斜下前方部に延びる円弧状
掻板を垂設せしめ、しかも同円弧状掻板の下端は
上記回転管継手の中心とは偏れた位置とならしめ
ると共に円弧状掻板基端部と吸込口後方側板との
間には吸込口の略全長に渡るスリツトを形成せし
めてなる採泥装置に於けるポンプ吸込口構造であ
る。
The present invention solves the above-mentioned drawbacks, and can efficiently suck sand and silt without making the inside of the tank cloudy, and without requiring a particularly large-scale device to direct the suction port in the desired direction. The purpose of this project is to provide a pump suction port structure that can be used in a pump suction port. At the tip of the suction pipe, side plates extending in a diagonally downward direction are provided, and the lower end suction ports formed by the lower end openings of the both side plates are long in a certain direction and short in a direction perpendicular to the same. The base ends of the suction ports at the middle and lower ends of both sides are connected to the rear side plates with respect to the running direction, and an arc-shaped scraper plate that gradually extends diagonally downward and forward is vertically disposed, and the lower end of the arc-shaped scraper plate is The above-mentioned rotary pipe joint is located at a position offset from the center, and a slit extending approximately the entire length of the suction port is formed between the base end of the arc-shaped scraper plate and the rear side plate of the suction port. This is the structure of the pump suction port.

以下図面を参酌し乍ら本願発明を詳述する。即
ち本発明は、第1図に示す様に、ポンプ吸込管1
の中途に回転管継手2を組込み、その下方のポン
プ吸込管をある一定方向に屈曲せしめ、更にその
下方に両側に末広がり状となる側板3,3′を取
付け、該側板3,3′の下端開口部が構成する下
端吸込口4を上記ポンプ吸込管1の下方の屈曲方
向に短く、それと直角方向に長い形状となし、こ
の両側板3,3′の中で回転管継手2から遠い方、
即ち下端吸込口4が走行する際にその後方側に相
当する側板3′に、断面が円弧状で次第に斜下前
方に湾曲する円弧状掻板5の基端を連設し、この
円弧状掻板5の下端は、上記回転管継手2の回転
中心とは偏れた位置となる様にし、しかもこの基
端部と側板3′との間には間隙板6を配設してス
リツト7を形成せしめた如き構造である。
The present invention will be described in detail below with reference to the drawings. That is, the present invention provides a pump suction pipe 1 as shown in FIG.
A rotary pipe joint 2 is installed in the middle, the pump suction pipe below it is bent in a certain direction, and side plates 3, 3' that widen on both sides are installed below it, and the lower ends of the side plates 3, 3' The lower end suction port 4 constituted by the opening is short in the downward bending direction of the pump suction pipe 1 and long in the direction perpendicular thereto, and the one far from the rotary pipe joint 2 among the side plates 3, 3',
That is, the base end of an arc-shaped scraper plate 5 having an arc-shaped cross section and gradually curving diagonally downward and forward is connected to the side plate 3' corresponding to the rear side of the lower end suction port 4 when it travels. The lower end of the plate 5 is located at a position offset from the center of rotation of the rotary pipe joint 2, and a gap plate 6 is provided between this base end and the side plate 3' to form a slit 7. It is a structure that looks like it was formed.

このような構造から成る本発明では、それを例
えば第2図に示す様に、水槽8上に架設された走
行ガーター9、同走行ガーター9上に載置された
走行台車10を用い、水槽8内に沈下させたポン
プ本体11を作動させ乍ら第1図の左方向へ走行
せしめれば、ポンプ吸込管1の中途に回転管継手
2があり、しかも円弧状掻板5の下端が、この回
転管継手2の回転中心とは偏れた位置にあるの
で、上述の作業に際し、ポンプ吸込管1を任意の
どの方向に走行させたとしても常に円弧状掻板5
の下端は採泥に最適な方向となる。即ちポンプ吸
込管1をある一方向へ走行せしめると、その際に
掻板5は水及び砂や泥の抵抗を受け、掻板5が常
に回転管継手2よりも後方に位置する関係上自ら
採泥方向に適した方向を向くのである。
In the present invention having such a structure, for example, as shown in FIG. If the pump main body 11, which has been sunk inside, is operated and moved to the left in FIG. Since the rotation center of the rotary pipe joint 2 is located at a position offset from the center of rotation, the arc-shaped scraper plate 5 is always moved during the above-mentioned work, no matter which direction the pump suction pipe 1 is run.
The lower end of is the optimal direction for collecting mud. That is, when the pump suction pipe 1 is run in one direction, the raking plate 5 receives resistance from water, sand, and mud, and since the raking plate 5 is always located behind the rotary pipe joint 2, it is forced to move by itself. It faces in the direction appropriate for the mud.

従つて水槽8底に溜まつている砂、泥は掻板5
により強制的に掻上げられ、下端吸込口4へ向か
つて進む。
Therefore, the sand and mud accumulated at the bottom of the water tank 8 are removed from the scraping board 5.
It is forcibly scraped up and advances toward the lower end suction port 4.

この場合砂、泥は掻板5に押し付けられ相当密
な状態となる事も考えられるが、掻板5と側板
3′間のスリツト7から流入される後方水により
ほぐされポンプ吸込管1に吸引される。このスリ
ツト7から流入される後方水の作用につき更に詳
述すると、一般にこの種ポンプは6メートル位の
吸引力(負圧)の下で正常に揚水を行うことが出
来る様にされているので、今例えば、負圧6メー
トルで作動できるポンプが水深2メートルに位置
し、吸込口が水深3.2メートル位置に開口する場
合、スリツト7付近に於いては、 スリツトの内側=−6+(3.2−2.0) =−4.8 スリツトの外側=3.2 スリツトの内外側の圧力差 =−4.8−3.2 =−8.0 即ち8メートルの圧力水頭で外部水がスリツト
から噴入するのである。
In this case, the sand and mud may be pressed against the raking plate 5 and become quite dense, but it is loosened by the rear water flowing in from the slit 7 between the raking plate 5 and the side plate 3' and sucked into the pump suction pipe 1. be done. To explain in more detail the action of the rear water flowing in from this slit 7, this type of pump is generally designed to be able to pump water normally under a suction force (negative pressure) of about 6 meters. For example, if a pump that can operate with negative pressure of 6 meters is located at a depth of 2 meters and the suction port opens at a depth of 3.2 meters, then near slit 7, the inside of the slit = -6 + (3.2 - 2.0) = -4.8 Outside the slit = 3.2 Pressure difference between the inside and outside of the slit = -4.8 - 3.2 = -8.0 In other words, external water injects from the slit with a pressure head of 8 meters.

また第3図に示すものは、後方の側板3′の下
方を延長し、掻板5の下端よりはやや上方位置に
まで至らしめた構造のものであり、この様にする
事で、掻板5の後方部の汚濁水を散らすことなく
スリツト7から確実に吸引出来るので採泥中に水
槽内を濁す事がないという効果がある。
Furthermore, the one shown in Fig. 3 has a structure in which the lower part of the rear side plate 3' is extended to a position slightly above the lower end of the scraper plate 5. Since the polluted water at the rear part of the tank 5 can be reliably sucked from the slit 7 without being scattered, there is an effect that the inside of the water tank does not get muddy during mud sampling.

以上説明して来た如く、本発明によれば、ポン
プ吸込管の中途に回転管継手があり、かつ直接採
泥する掻板の下端が、同回転管継手の回転中心と
は偏心した位置にある為に、採泥に際しポンプ吸
込管を任意に走行させるのみで、水及び砂、泥の
抵抗により掻板は自ら採泥に適した方向となるの
で掻板の方向を設定する為の特別の装置を要しな
い。そして採泥は掻板による強制的な掻上げ、並
びに前方からの流入水に加え後方スリツトから噴
入する流入水もあるので、砂、泥はこの双方から
の流入水によつてサンドイツチ状とされるので掻
板上で固まり開口部を閉塞するという様な事がな
く効率良く採泥が行えるものである。
As explained above, according to the present invention, there is a rotary pipe joint in the middle of the pump suction pipe, and the lower end of the scraping plate that directly collects sediment is located at a position eccentric to the rotation center of the rotary pipe joint. Therefore, when sampling mud, simply run the pump suction pipe arbitrarily, and the raking board automatically adjusts to the direction suitable for collecting mud due to the resistance of water, sand, and mud. No equipment required. Sludge is collected by forced scraping using scraping plates, and in addition to water flowing in from the front, there is also water flowing in from the rear slit, so the sand and mud are formed into a sanderch-like shape by the water flowing in from both directions. This prevents mud from solidifying on the scraping board and blocking the opening, allowing for efficient mud collection.

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

第1図は本発明一実施例の一部切欠側面図、第
2図は同使用状態を示す説明図、第3図は同他の
実施例の要部説明図。 図中、1:ポンプ吸込管、2:回転管継手、
3,3′:側板、4:下端吸込口、5:円弧状掻
板、7:スリツト。
FIG. 1 is a partially cutaway side view of one embodiment of the present invention, FIG. 2 is an explanatory diagram showing the same usage state, and FIG. 3 is an explanatory diagram of main parts of another embodiment. In the figure, 1: pump suction pipe, 2: rotary pipe joint,
3, 3': Side plate, 4: Lower end suction port, 5: Arc-shaped scraper plate, 7: Slit.

Claims (1)

【特許請求の範囲】 1 ポンプを用いた採泥装置に於いて、ポンプ吸
込管の中途に回転管継手を組込み、同回転管継手
よりも下方のポンプ吸込管の先端に両斜下方向に
末広がり状に延びる側板を連設し、該両側板の下
端開口部が形成する下端吸込口を、ある一定方向
に長くその直角方向に短い形状となし、上記両側
板の中下端吸込口の走行方向に対し後方の側板に
その基端部が連設され、次第に斜下前方部に延び
る円弧状掻板を垂設せしめ、しかも同円弧状掻板
の下端は上記回転管継手の中心とは偏れた位置と
ならしめると共に円弧状掻板基端部と吸込口後方
側板との間には吸込口の略全長に渡るスリツトを
形成せしめてなる採泥装置に於けるポンプ吸込口
構造。 2 吸込口後方側板を円弧状掻板の下端よりやや
上方位置まで延長せしめたことを特徴とする特許
請求の範囲第1項記載の採泥装置に於けるポンプ
吸込口構造。
[Scope of Claims] 1. In a sediment collection device using a pump, a rotary pipe joint is incorporated in the middle of the pump suction pipe, and the tip of the pump suction pipe below the rotary pipe joint is flared diagonally downward in both directions. The lower end suction ports formed by the lower end openings of the both side plates are long in a certain direction and short in the direction perpendicular to the same, and the lower end suction ports formed by the lower end openings of the both side plates are arranged in a row, and the lower end suction ports formed by the lower end openings of the both side plates are long in a certain direction and short in a direction perpendicular thereto. On the other hand, the base end is connected to the rear side plate, and an arc-shaped scraper plate that gradually extends diagonally downward to the front is vertically provided, and the lower end of the arc-shaped scraper plate is offset from the center of the rotary pipe joint. 1. A pump suction port structure in a mud collecting device, which has a slit extending substantially over the entire length of the suction port between the base end of the arcuate scraper plate and the rear side plate of the suction port. 2. A pump suction port structure in a mud collecting device according to claim 1, wherein the suction port rear side plate is extended to a position slightly above the lower end of the arc-shaped scraping plate.
JP56194305A 1981-12-01 1981-12-01 Pump suction port structure for sludge dredger Granted JPS5894535A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56194305A JPS5894535A (en) 1981-12-01 1981-12-01 Pump suction port structure for sludge dredger

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56194305A JPS5894535A (en) 1981-12-01 1981-12-01 Pump suction port structure for sludge dredger

Publications (2)

Publication Number Publication Date
JPS5894535A JPS5894535A (en) 1983-06-04
JPS6358979B2 true JPS6358979B2 (en) 1988-11-17

Family

ID=16322385

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56194305A Granted JPS5894535A (en) 1981-12-01 1981-12-01 Pump suction port structure for sludge dredger

Country Status (1)

Country Link
JP (1) JPS5894535A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102505723B (en) * 2011-12-02 2017-02-08 辽宁东工装备制造有限公司 High-efficiency pollution-free spraying-sucking type underwater sediment graded collecting device
CN107288893A (en) * 2017-08-11 2017-10-24 巢湖学院 One kind is dredged centrifugal pump
CN113522902A (en) * 2021-05-26 2021-10-22 河海大学 Experimental water tank sediment cleaning device

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50161041A (en) * 1974-06-14 1975-12-26
JPS53125203U (en) * 1977-03-12 1978-10-05

Also Published As

Publication number Publication date
JPS5894535A (en) 1983-06-04

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