CN103437330A - Simple drainage device of overflow groove - Google Patents

Simple drainage device of overflow groove Download PDF

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Publication number
CN103437330A
CN103437330A CN2013103971629A CN201310397162A CN103437330A CN 103437330 A CN103437330 A CN 103437330A CN 2013103971629 A CN2013103971629 A CN 2013103971629A CN 201310397162 A CN201310397162 A CN 201310397162A CN 103437330 A CN103437330 A CN 103437330A
Authority
CN
China
Prior art keywords
overflow
bypass channel
overflow groove
gutter
drainage device
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
CN2013103971629A
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Chinese (zh)
Inventor
顾嫣婷
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.)
SUZHOU CHANGJIU ENERGY-SAVING TECHNOLOGY SERVICE Co Ltd
Original Assignee
SUZHOU CHANGJIU ENERGY-SAVING TECHNOLOGY SERVICE Co 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 SUZHOU CHANGJIU ENERGY-SAVING TECHNOLOGY SERVICE Co Ltd filed Critical SUZHOU CHANGJIU ENERGY-SAVING TECHNOLOGY SERVICE Co Ltd
Priority to CN2013103971629A priority Critical patent/CN103437330A/en
Publication of CN103437330A publication Critical patent/CN103437330A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a simple drainage device of an overflow groove. The simple drainage device of an overflow groove comprises an overflow groove, wherein an overflow main channel is arranged in the overflow groove, two overflow branch channels are arranged in the overflow main channel and are respectively arranged at the inner side of the top of the overflow main channel and the inner side of the bottom of the overflow main channel, one side face of the overflow groove is provided with a drain pipe, the surface of the drain pipe is provided with a drain pipe protection device, the other side face of the overflow groove is provided with two beam columns, and the beam columns are provided with a water baffle. The simple drainage device of an overflow groove is high in safety and reliability, very convenient to manage and maintain; the overflow groove can be set according to the specific situation of the tailings saddle back, the water baffles at the inflow side of the overflow groove can be installed layer by layer according to the rising speed of the water level in the tailings saddle back, and the engineering quantity is low.

Description

The simple and easy device that drains off floodwaters of a kind of bypass channel
Technical field
The present invention relates to a kind of device that drains off floodwaters, particularly the simple and easy device that drains off floodwaters of a kind of bypass channel.
Background technology
Tailings Dam is the association of the various structure of the mine tailing that produces after the safe storage mine ore dressing, flood drainage system is one of its crucial structure, because this flood drainage system not only wants to get rid of timely safely flood and the tailing clearing rinsing of reservoir area, and to guarantee not allow tailings leak from flood drainage system, be not sediment outflow of draining, therefore require very strict.The advantage that general flood drainage system water inlet is catch pit is that structural stability is good, and shortcoming is arch bar to be installed in the later stage need, by instruments such as pontoon, pulleys, install loaded down with trivial details.
Summary of the invention
Purpose of the present invention just is to provide a kind of bypass channel the simple and easy device that drains off floodwaters, and can address the above problem fully.
To achieve these goals; the technical solution used in the present invention is such: the simple and easy device that drains off floodwaters of bypass channel of the present invention, comprise bypass channel, and be provided with the overflow main stem in bypass channel; be provided with the overflow by-path in the overflow main stem; the overflow by-path is two, and is separately positioned on overflow main stem inside top and bottom inside, and bypass channel one side is provided with gutter; the gutter surface is provided with the gutter protective device; the bypass channel another side is provided with beam column, and beam column is two, and its beam column is provided with watertight shutter.
As preferably, described gutter is positioned at the downstream sidewall of bypass channel.
As preferably, described gutter protective device adopts resistant material to make.
Compared with prior art, the invention has the advantages that: the simple and easy equipment safety reliability of drainning off floodwaters of this bypass channel is high, management and maintenance is all very convenient, bypass channel can be set according to the concrete condition of mine tailing bealock, the speed that the watertight shutter of bypass channel influent side can rise according to water level in the Tailings Dam bealock successively installs additional, and engineering quantity is little.
The accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing, the invention will be further described.
Referring to Fig. 1, the simple and easy device that drains off floodwaters of bypass channel of the present invention, comprise bypass channel 1, be provided with overflow main stem 2 in bypass channel 1, be provided with overflow by-path 3 in overflow main stem 2, overflow by-path 3 is two, and be separately positioned on overflow main stem 2 inside top and bottom inside, bypass channel 1 one sides are provided with gutter 6, gutter 6 surfaces are provided with gutter protective device 7, bypass channel 1 another side is provided with beam column 4, beam column 4 is two, its beam column 4 is provided with watertight shutter 5, described gutter 6 is positioned at the downstream sidewall of bypass channel 1, described gutter protective device 7 adopts resistant material to make.
The simple and easy equipment safety reliability of drainning off floodwaters of this bypass channel is high, management and maintenance is all very convenient, bypass channel can be set according to the concrete condition of mine tailing bealock, and the speed that the watertight shutter of bypass channel influent side can rise according to water level in the Tailings Dam bealock successively installs additional, and engineering quantity is little.Gutter 6 is positioned at the downstream sidewall of bypass channel 1, conveniently drains off floodwaters in time, can not cause impaired because the flood impact force is excessive; Gutter protective device 7 adopts resistant material to make, and has good protective value.

Claims (3)

1. the simple and easy device that drains off floodwaters of bypass channel; comprise bypass channel; it is characterized in that: be provided with the overflow main stem in bypass channel, be provided with the overflow by-path in the overflow main stem, the overflow by-path is two; and be separately positioned on overflow main stem inside top and bottom inside; bypass channel one side is provided with gutter, and the gutter surface is provided with the gutter protective device, and the bypass channel another side is provided with beam column; beam column is two, and its beam column is provided with watertight shutter.
2. the simple and easy device that drains off floodwaters of bypass channel according to claim 1, it is characterized in that: described gutter is positioned at the downstream sidewall of bypass channel.
3. the simple and easy device that drains off floodwaters of bypass channel according to claim 1 is characterized in that: described gutter protective device adopts resistant material to make.
CN2013103971629A 2013-09-04 2013-09-04 Simple drainage device of overflow groove Pending CN103437330A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2013103971629A CN103437330A (en) 2013-09-04 2013-09-04 Simple drainage device of overflow groove

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2013103971629A CN103437330A (en) 2013-09-04 2013-09-04 Simple drainage device of overflow groove

Publications (1)

Publication Number Publication Date
CN103437330A true CN103437330A (en) 2013-12-11

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2013103971629A Pending CN103437330A (en) 2013-09-04 2013-09-04 Simple drainage device of overflow groove

Country Status (1)

Country Link
CN (1) CN103437330A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108221885A (en) * 2018-03-29 2018-06-29 辽宁省水利水电勘测设计研究院有限责任公司(原名称为辽宁省水利水电勘测设计研究院) Duct run-off

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1682458A1 (en) * 1989-04-11 1991-10-07 К.А.Пресн ков, Л И.Рум нцев и Р.Ф.Хэсанов Flow rate damper for settlers
CN1160793A (en) * 1996-03-21 1997-10-01 郑成 Water-dividing sand conveyance control method
CN1201095A (en) * 1997-05-30 1998-12-09 陈启星 Structure for hydropower station preventing reservoir from silting
JP2003160924A (en) * 2001-09-11 2003-06-06 Water Resources Development Public Corp Structure of branch part in channel
RU2250951C2 (en) * 2003-03-25 2005-04-27 Московский государственный университет природообустройства Shaft spillway
CN201155102Y (en) * 2008-01-31 2008-11-26 张金良 Hydraulic arranged sediment ejection structure
CN203066040U (en) * 2013-02-06 2013-07-17 长沙有色冶金设计研究院有限公司 Overflow groove flood-discharge device
CN203429608U (en) * 2013-09-04 2014-02-12 苏州长玖节能科技服务有限公司 Simple flood drainage device with overflow tank

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1682458A1 (en) * 1989-04-11 1991-10-07 К.А.Пресн ков, Л И.Рум нцев и Р.Ф.Хэсанов Flow rate damper for settlers
CN1160793A (en) * 1996-03-21 1997-10-01 郑成 Water-dividing sand conveyance control method
CN1201095A (en) * 1997-05-30 1998-12-09 陈启星 Structure for hydropower station preventing reservoir from silting
JP2003160924A (en) * 2001-09-11 2003-06-06 Water Resources Development Public Corp Structure of branch part in channel
RU2250951C2 (en) * 2003-03-25 2005-04-27 Московский государственный университет природообустройства Shaft spillway
CN201155102Y (en) * 2008-01-31 2008-11-26 张金良 Hydraulic arranged sediment ejection structure
CN203066040U (en) * 2013-02-06 2013-07-17 长沙有色冶金设计研究院有限公司 Overflow groove flood-discharge device
CN203429608U (en) * 2013-09-04 2014-02-12 苏州长玖节能科技服务有限公司 Simple flood drainage device with overflow tank

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108221885A (en) * 2018-03-29 2018-06-29 辽宁省水利水电勘测设计研究院有限责任公司(原名称为辽宁省水利水电勘测设计研究院) Duct run-off
CN108221885B (en) * 2018-03-29 2023-09-26 辽宁省水利水电勘测设计研究院有限责任公司(原名称为辽宁省水利水电勘测设计研究院) Overflow pool for duct

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Application publication date: 20131211