JPH0184352U - - Google Patents

Info

Publication number
JPH0184352U
JPH0184352U JP1987179683U JP17968387U JPH0184352U JP H0184352 U JPH0184352 U JP H0184352U JP 1987179683 U JP1987179683 U JP 1987179683U JP 17968387 U JP17968387 U JP 17968387U JP H0184352 U JPH0184352 U JP H0184352U
Authority
JP
Japan
Prior art keywords
earth
sand slurry
fins
flow
transport pipe
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
JP1987179683U
Other languages
Japanese (ja)
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 JP1987179683U priority Critical patent/JPH0184352U/ja
Publication of JPH0184352U publication Critical patent/JPH0184352U/ja
Pending legal-status Critical Current

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  • Air Transport Of Granular Materials (AREA)

Description

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

第1図aは本考案の粘土塊の破砕装置の1実施
例を示す正面図、第1図bは第1図aの―線
断面図である。第2図は本考案を適用する浚渫土
砂スラリーの判定排出装置の全体説明図、第3図
は第2図の要部説明図である。 3……海底土砂、6……ポンプ、15……土砂
スラリーの判定排出装置、21……土砂スラリー
排出管、22……フイン、h……フインの高さ。
FIG. 1a is a front view showing one embodiment of the apparatus for crushing clay lumps of the present invention, and FIG. 1b is a sectional view taken along the line -- in FIG. 1a. FIG. 2 is an overall explanatory diagram of a dredged earth and sand slurry judgment and discharge device to which the present invention is applied, and FIG. 3 is an explanatory diagram of the main part of FIG. 2. 3... Seabed sediment, 6... Pump, 15... Sediment slurry judgment discharge device, 21... Sediment slurry discharge pipe, 22... Fin, h... Fin height.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 土砂スラリー輸送管路において、土砂スラリー
流に対向する先端部が傾斜しかつ高さの異なるフ
インを少なくとも2種以上用意し、ポンプの下流
側管路の内周面に、管底側に高さが小さい上記フ
インを、管頂側に高さが大きい上記フインを、土
砂スラリー流に平行に配設したことを特徴とする
土砂スラリーの輸送管路における粘土塊の破砕装
置。
In the earth and sand slurry transport pipe, at least two types of fins with inclined tips facing the flow of earth and sand slurry and different heights are prepared. A device for crushing clay lumps in an earth and sand slurry transport pipe, characterized in that the above-mentioned fins having a small height and the above-mentioned fins having a large height on the top side of the pipe are arranged parallel to the flow of the earth and sand slurry.
JP1987179683U 1987-11-27 1987-11-27 Pending JPH0184352U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1987179683U JPH0184352U (en) 1987-11-27 1987-11-27

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1987179683U JPH0184352U (en) 1987-11-27 1987-11-27

Publications (1)

Publication Number Publication Date
JPH0184352U true JPH0184352U (en) 1989-06-05

Family

ID=31471229

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1987179683U Pending JPH0184352U (en) 1987-11-27 1987-11-27

Country Status (1)

Country Link
JP (1) JPH0184352U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003012151A (en) * 2001-06-28 2003-01-15 Michihiro Oe Fluid transferring device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003012151A (en) * 2001-06-28 2003-01-15 Michihiro Oe Fluid transferring device

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