CN205653791U - Water conservancy is from over -and -under type rubber overflow dam - Google Patents
Water conservancy is from over -and -under type rubber overflow dam Download PDFInfo
- Publication number
- CN205653791U CN205653791U CN201620426268.6U CN201620426268U CN205653791U CN 205653791 U CN205653791 U CN 205653791U CN 201620426268 U CN201620426268 U CN 201620426268U CN 205653791 U CN205653791 U CN 205653791U
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- Prior art keywords
- dam
- overflow baffle
- dam body
- overflow
- guide wheel
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Abstract
The utility model discloses a water conservancy is from over -and -under type rubber overflow dam includes dam body, overflow baffle, guide plate and the dam foundation, the dam foundation is corrosion -resistant concrete, hydraulic lift installs at the bottom of dam body intermediate position, right -hand member and hydraulic pump connection, hydraulic lift's top is provided with overflow baffle, the overflow baffle material is the vulcanie, and the right side is provided with right guide pulley, and the left side is provided with left guide pulley, right side guide pulley welds the medial surface right -hand member at the dam body, and from the top down once is provided with threely, on to the side of the guide slot sets up about overflow plate, the upside of left side guide pulley is provided with the side sealing strip, the guide plate welds in the top right side position of dam body, lies in overflow baffle's right side, the top left side of dam body is provided with branch, the top of branch is provided with the revolving stage, the camera sets up the top at the revolving stage, the utility model discloses be convenient for adjust overflow baffle's height, be convenient for adjust the water level, make things convenient for the staff to operate.
Description
Technical field
This utility model relates to a kind of overfall dam, and specifically a kind of water conservancy is from lift rubber overfall dam.
Background technology
Along with the progress and development of society, people increasingly come into one's own for the utilization of water, the shortage of the most present multiple big cities freshwater resources, and water resource more becomes people's life and the basic resource of social development；Building overfall dam on river can effectively utilize water resource to carry out the extension of agricultural irrigation and wetland；Existing overfall dam scarcely has elevating function, once builds up and is not easy to regulation height, controls flow, and is not easy to dismounting and changes.
Utility model content
The purpose of this utility model be to provide a kind of water conservancy from lift rubber overfall dam, with the problem solving to propose in above-mentioned background technology.
For achieving the above object, the following technical scheme of this utility model offer:
A kind of water conservancy is from lift rubber overfall dam, including dam body, overflow baffle, deflector and the dam foundation；The described dam foundation is corrosion resistant concrete；Described hydraulic lifter is arranged on the centre position, bottom of dam body, and right-hand member is connected with hydraulic pump；Described hydraulic pump is arranged on the right side internal cavities of the dam foundation；The right side of described hydraulic pump is provided with hydraulic oil container；The left side of described hydraulic oil container is provided with control chamber；The top of described hydraulic lifter is provided with overflow baffle；Described overflow baffle material is vulcanie, and right side is provided with right guide wheel, and left side is provided with left guide wheel；Described right guide wheel is welded on the medial surface right-hand member of dam body, is the most once provided with three；Described guide groove is arranged on the left and right side of overflow plate；Described left guide wheel is welded on the medial surface left end of dam body；The upside of described left guide wheel is provided with side sealing strip；Described side sealing strip material is soft rubber；Described deflector is welded on the top right positions of dam body, is positioned at the right side of overflow baffle；The right side of described deflector is provided with water level monitor；Pressure transducer is arranged on the right upper portion position of overflow baffle；The top left hand of described dam body is provided with pole；The top of described pole is provided with turntable；Described photographic head is arranged on the top of turntable；Section sealing strip is arranged on end face before and after overflow baffle.
As further program of the utility model: described dam body material is steel plate, section is U-shaped.
As this utility model further scheme: the centre position, top of described overflow baffle is provided with flow transducer, is connected with control chamber by cable.
Compared with prior art, the beneficial effects of the utility model are:
This utility model is conveniently adjusted the height of overflow baffle, it is simple to be adjusted water level, facilitates operated by personnel；Owing to overflow baffle uses vulcanie, weight is little, it is simple to lift, and prevents the corrosion of river from washing away simultaneously；The beneficially operator that are provided with of pressure transducer and flow transducer understand hydrologic regime in time, regulate the height of overflow baffle according to this.
Accompanying drawing explanation
Fig. 1 is the water conservancy structural representation from lift rubber overfall dam.
Fig. 2 is water conservancy structural representation of overflow baffle in lift rubber overfall dam.
Fig. 3 is water conservancy structural representation of dam body in lift rubber overfall dam.
In figure: 1-flow transducer, 2-pressure transducer, 3-water level monitor, 4-deflector, 5-side sealing strip, 6-overflow baffle, the right guide wheel of 7-, the 8-dam foundation, 9-hydraulic oil container, 10-hydraulic pump, 11-control chamber, 12-hydraulic lifter, 13-dam body, the left guide wheel of 14-, 15-pole, 16-turntable, 17-photographic head, 18-guide groove, 19-end plane sealing strip.
Detailed description of the invention
Below in conjunction with detailed description of the invention, the technical scheme of this patent is described in more detail.
Referring to Fig. 1-3, a kind of water conservancy is from lift rubber overfall dam, including dam body 13, overflow baffle 6, deflector 4 and the dam foundation 8；The described dam foundation 8 is corrosion resistant concrete, is used for fixing dam body 13, prevents dam body 13 left and right displacement, keeps out the impact of current；Described dam body 13 material is steel plate, and section is U-shaped, for supporting and fixed hydraulic elevator 12；Described hydraulic lifter 12 is arranged on the centre position, bottom of dam body 13, and right-hand member is connected with hydraulic pump 10；Described hydraulic pump 10 is arranged on the right side internal cavities of the dam foundation 8, for providing power for hydraulic lifter 12；The right side of described hydraulic pump 10 is provided with hydraulic oil container 9, is used for holding hydraulic oil；The left side of described hydraulic oil container 9 is provided with control chamber 11, for receiving the signal that photographic head 17, flow transducer 1 and pressure transducer 2 are collected, simultaneously by this signal teletransmission, it is simple to operator understand the working condition of overflow baffle 6；The top of described hydraulic lifter 12 is provided with overflow baffle 6；Described overflow baffle 6 material is vulcanie, and right side is provided with right guide wheel 7, and left side is provided with left guide wheel 14；Described right guide wheel 7 is welded on the medial surface right-hand member of dam body 13, is the most once provided with three, by with the guide groove 18 of overflow baffle 6 side with the use of, overflow baffle 6 is played and guides and spacing effect；Described guide groove 18 is arranged on the left and right side of overflow plate 6；Described left guide wheel 14 is welded on the medial surface left end of dam body 13；The upside of described left guide wheel 14 is provided with side sealing strip 5；Described side sealing strip 5 material is soft rubber, for sealing the junction of overflow baffle 6 and dam body 13, prevents river from entering into the bottom of overflow baffle 6, corrodes hydraulic lift machine 12；Described deflector 4 is welded on the top right positions of dam body 13, it is positioned at the right side of overflow baffle 6, for the river of overflow is carried out water conservancy diversion, prevents from being formed whirlpool during river overflow, overflow baffle 6 is caused low frequency small energy impact, causes overflow baffle 6 fatigue failure；The right side of described deflector 4 is provided with water level monitor 3, is used for monitoring on the right side of overflow baffle 6 for water level, it is simple to operator understand current level, and then are adjusted the height of overflow baffle 6；The centre position, top of described overflow baffle 6 is provided with flow transducer 1, is connected with control chamber 11 by cable, for monitoring the flow of overflow baffle 6 top overflow；Pressure transducer 2 is arranged on the right upper portion position of overflow baffle 6, for monitoring the water pressure on overflow baffle 6 right flank；The top left hand of described dam body 13 is provided with pole 15, is used for supporting and fix turntable 16；The top of described pole 15 is provided with turntable 16, can rotating 360 degrees in the horizontal direction, be used for photographic head 17 is installed；Described photographic head 17 is arranged on the top of turntable 16, it is simple to operator check the working condition of overflow baffle 6；Section sealing strip 19 is arranged on end face before and after overflow baffle 6, for sealing end face before and after overflow baffle 6.
Above the better embodiment of this patent is explained in detail, but this patent is not limited to above-mentioned embodiment, in the ken that one skilled in the relevant art is possessed, it is also possible to make a variety of changes on the premise of without departing from this patent objective.
Claims (3)
1. water conservancy is from a lift rubber overfall dam, including dam body, overflow baffle, deflector and the dam foundation；It is characterized in that, the described dam foundation is corrosion resistant concrete；Hydraulic lifter is arranged on the centre position, bottom of dam body, and right-hand member is connected with hydraulic pump；Described hydraulic pump is arranged on the right side internal cavities of the dam foundation；The right side of described hydraulic pump is provided with hydraulic oil container；The left side of described hydraulic oil container is provided with control chamber；The top of described hydraulic lifter is provided with overflow baffle；Described overflow baffle material is vulcanie, and right side is provided with right guide wheel, and left side is provided with left guide wheel；Described right guide wheel is welded on the medial surface right-hand member of dam body, is the most once provided with three；Guide groove is arranged on the left and right side of overflow plate；Described left guide wheel is welded on the medial surface left end of dam body；The upside of described left guide wheel is provided with side sealing strip；Described side sealing strip material is soft rubber；Described deflector is welded on the top right positions of dam body, is positioned at the right side of overflow baffle；The right side of described deflector is provided with water level monitor；Pressure transducer is arranged on the right upper portion position of overflow baffle；The top left hand of described dam body is provided with pole；The top of described pole is provided with turntable；Photographic head is arranged on the top of turntable；Section sealing strip is arranged on end face before and after overflow baffle.
Water conservancy the most according to claim 1 is from lift rubber overfall dam, it is characterised in that described dam body material is steel plate, and section is U-shaped.
Water conservancy the most according to claim 1 is from lift rubber overfall dam, it is characterised in that the centre position, top of described overflow baffle is provided with flow transducer, is connected with control chamber by cable.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620426268.6U CN205653791U (en) | 2016-05-11 | 2016-05-11 | Water conservancy is from over -and -under type rubber overflow dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620426268.6U CN205653791U (en) | 2016-05-11 | 2016-05-11 | Water conservancy is from over -and -under type rubber overflow dam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205653791U true CN205653791U (en) | 2016-10-19 |
Family
ID=57403180
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620426268.6U Expired - Fee Related CN205653791U (en) | 2016-05-11 | 2016-05-11 | Water conservancy is from over -and -under type rubber overflow dam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205653791U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108517843A (en) * | 2018-03-30 | 2018-09-11 | 昆明理工大学 | A kind of downflow weir and elastic force type stilling pond combined energy dissipation structure and energy dissipating method |
| CN108824380A (en) * | 2018-05-21 | 2018-11-16 | 昆明理工大学 | A kind of energy-dissipating structure and its adjusting method of adjustable stilling pond end sill height |
| CN108842728A (en) * | 2018-07-26 | 2018-11-20 | 广东省水利电力勘测设计研究院 | A kind of movable overflow weir structure to purify water |
| CN109252494A (en) * | 2018-08-21 | 2019-01-22 | 昆明理工大学 | A kind of deformation type stilling pond front end energy-dissipating structure and its energy dissipating method |
-
2016
- 2016-05-11 CN CN201620426268.6U patent/CN205653791U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108517843A (en) * | 2018-03-30 | 2018-09-11 | 昆明理工大学 | A kind of downflow weir and elastic force type stilling pond combined energy dissipation structure and energy dissipating method |
| CN108824380A (en) * | 2018-05-21 | 2018-11-16 | 昆明理工大学 | A kind of energy-dissipating structure and its adjusting method of adjustable stilling pond end sill height |
| CN108842728A (en) * | 2018-07-26 | 2018-11-20 | 广东省水利电力勘测设计研究院 | A kind of movable overflow weir structure to purify water |
| CN109252494A (en) * | 2018-08-21 | 2019-01-22 | 昆明理工大学 | A kind of deformation type stilling pond front end energy-dissipating structure and its energy dissipating method |
| CN109252494B (en) * | 2018-08-21 | 2019-11-08 | 昆明理工大学 | A kind of deformation type stilling pond front end energy-dissipating structure and its energy dissipating method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161019 Termination date: 20180511 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |