JPS6272330U - - Google Patents

Info

Publication number
JPS6272330U
JPS6272330U JP16234485U JP16234485U JPS6272330U JP S6272330 U JPS6272330 U JP S6272330U JP 16234485 U JP16234485 U JP 16234485U JP 16234485 U JP16234485 U JP 16234485U JP S6272330 U JPS6272330 U JP S6272330U
Authority
JP
Japan
Prior art keywords
drainage device
forced drainage
river
opening
type forced
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
JP16234485U
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 JP16234485U priority Critical patent/JPS6272330U/ja
Publication of JPS6272330U publication Critical patent/JPS6272330U/ja
Pending legal-status Critical Current

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  • Revetment (AREA)

Description

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

第1図は自然通水の状態を示す構成断面図、第
2図は強制排水の状態を示す構成断面図。 1……堤防横断水路、2……堤防横断水路、河
川側開口部、3……ゲート弁、4……堤防横断水
路、内陸側開口部、5……転倒式強制排水装置、
6……逆止弁、7……転倒式強制排水装置、連結
口、8……転倒式強制排水装置、昇降機構、9…
…堤防、10……外水位、11……内水位、12
……河川、13……用、排水路。
FIG. 1 is a cross-sectional view of the structure showing a state of natural water flow, and FIG. 2 is a cross-sectional view of the structure showing a state of forced drainage. 1... Embankment crossing channel, 2... Embankment crossing channel, river side opening, 3... Gate valve, 4... Embankment crossing channel, inland opening, 5... Overturning forced drainage device,
6... Check valve, 7... Tipping type forced drainage device, connection port, 8... Tipping type forced drainage device, lifting mechanism, 9...
...Embankment, 10...Outer water level, 11...Inner water level, 12
...River, 13...purpose, drainage canal.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 堤防横断水路1の河川側開口部2、を開閉する
ゲート弁3があり、他の内陸側開口部4に本考案
転倒式強制排水装置5を連結できる堤防横断水路
で、自然水位の時は転倒式強制排水装置を上方に
立て掛けて自然流水にて河川に放流し、洪水時、
河川水位が上昇したとき本考案の転倒式強制排水
装置5を下方に引き降ろして、所定の位置にセツ
トし、開口部4、と連結口7、と連結して、強制
排水装置5を運転して内水排除を、おこなはしめ
てなる転倒式強制排水装置。
There is a gate valve 3 that opens and closes the river side opening 2 of the embankment crossing waterway 1, and the inventive overturning forced drainage device 5 can be connected to the other inland opening 4. A type forced drainage device is placed upwards and natural water is discharged into the river during floods.
When the river water level rises, the tipping type forced drainage device 5 of the present invention is pulled down, set in a predetermined position, and connected to the opening 4 and the connection port 7, and the forced drainage device 5 is operated. A tipping type forced drainage device that removes internal water.
JP16234485U 1985-10-23 1985-10-23 Pending JPS6272330U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16234485U JPS6272330U (en) 1985-10-23 1985-10-23

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16234485U JPS6272330U (en) 1985-10-23 1985-10-23

Publications (1)

Publication Number Publication Date
JPS6272330U true JPS6272330U (en) 1987-05-09

Family

ID=31089516

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16234485U Pending JPS6272330U (en) 1985-10-23 1985-10-23

Country Status (1)

Country Link
JP (1) JPS6272330U (en)

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