CN103437330A - Simple drainage device of overflow groove - Google Patents
Simple drainage device of overflow groove Download PDFInfo
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- 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
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- overflow
- bypass channel
- overflow groove
- gutter
- drainage device
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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
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.
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
ID=49691039
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)
| 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)
| 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 |
-
2013
- 2013-09-04 CN CN2013103971629A patent/CN103437330A/en active Pending
Patent Citations (8)
| 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)
| 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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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20131211 |