CN204080754U - A kind of steel dam anchor gate on-off structure - Google Patents
A kind of steel dam anchor gate on-off structure Download PDFInfo
- Publication number
- CN204080754U CN204080754U CN201420528020.1U CN201420528020U CN204080754U CN 204080754 U CN204080754 U CN 204080754U CN 201420528020 U CN201420528020 U CN 201420528020U CN 204080754 U CN204080754 U CN 204080754U
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- Prior art keywords
- roller
- transverse axis
- steel dam
- anchor gate
- dam anchor
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Abstract
The utility model discloses a kind of steel dam anchor gate on-off structure, comprise end transverse axis, also comprise the watertight shutter be fixedly connected with end transverse axis, end transverse axis is also fixedly connected with one end of connecting lever, the other end of connecting lever is flexibly connected with connecting rod one end, and the connecting rod other end is flexibly connected with the wheel shaft of roller, and roller can move back and forth along a steel guide rail, the wheel shaft of roller is flexibly connected with the telescopic end of hydraulic hoist, and hydraulic hoist is positioned at Transmission Room.The utility model connection and reasonable arrangement, structural safety; Effectively can save material usage, reduce cost; Reduce Transmission Room size, meet view requirement, effectively can improve the applicability of steel dam anchor gate.
Description
Technical field
The utility model technology relates to steel dam anchor gate and manufactures field, is specifically related to a kind of steel dam anchor gate on-off structure.Be applicable to have on the river course of view requirement steel dam anchor gate, improve the applicability of steel dam anchor gate to engineering-environment.
Background technology
Steel dam anchor gate is a kind of Novel gate being realized gate opening/closing by the rotation of hydraulic test driving end transverse axis, has and opens and closes rapidly, durable in use, the features such as river training view.The on-off structure of steel dam anchor gate often for drive hydraulic cylinder and connecting lever direct-connected, be then arranged in a huge Transmission Room, usual Transmission Room can exceed the water surface about half meter, causes River Landscape to meet the demands simultaneously.The use of novel steel dam anchor gate drives structure, reduces the physical dimension of Transmission Room on the one hand, makes Transmission Room be submerged in the downstream water surface, thus meet view requirement; On the other hand owing to reducing the physical dimension of middle pier Transmission Room, add the conveyance capacity of flood, improve the applicability of steel dam anchor gate, facilitate its utilization in water conservancy market and popularization.
Utility model content
The purpose of this utility model is the problems referred to above existed for existing technology, and provide a kind of steel dam anchor gate on-off structure, this topology layout is reasonable, safe and reliable, and can obvious Transmission Room size, improves landscape effect, saves construction costs.
The purpose of this utility model realizes by following technical proposal:
A kind of steel dam anchor gate on-off structure, comprise end transverse axis, also comprise the watertight shutter be fixedly connected with end transverse axis, end transverse axis is also fixedly connected with one end of connecting lever, the other end of connecting lever is flexibly connected with connecting rod one end, and the connecting rod other end is flexibly connected with the wheel shaft of roller, and roller can move back and forth along a steel guide rail, the wheel shaft of roller is flexibly connected with the telescopic end of hydraulic hoist, and hydraulic hoist is positioned at Transmission Room.
The end of hydraulic hoist as above is provided with mounting flange, and mounting flange is fixedly connected with the outer wall of Transmission Room.
Compared with prior art, the beneficial effects of the utility model are:
1, connection and reasonable arrangement, structural safety;
2, effectively can save material usage, reduce cost;
3, reduce Transmission Room size, meet view requirement, effectively can improve the applicability of steel dam anchor gate.
Accompanying drawing explanation
Fig. 1 is a kind of steel dam anchor gate on-off structure dash elevation;
Fig. 2 is a kind of steel dam anchor gate on-off structure sluicing front view;
Fig. 3 is a kind of steel dam anchor gate on-off structure plan view.
In figure: 1-watertight shutter; 2-connecting lever; 3-connecting rod; 4-hydraulic hoist; 5-Transmission Room; 6-roller; 7-steel guide rail; Transverse axis at the bottom of 8-; Twisted branch seat at the bottom of 9-; 10-mounting flange.
Detailed description of the invention
Below in conjunction with drawings and the specific embodiments, the technical solution of the utility model is described in further detail.
As Fig. 1, hydraulic hoist 4 drives connecting lever 2 to drive transverse axis 8 at the bottom of steel dam anchor gate and watertight shutter 1 to rotate by connecting rod 3.Hydraulic hoist 4, connecting rod 3 are connected by bearing with the wheel shaft of roller 6, and roller 6 moves on steel guide rail 7.Hydraulic hoist 4 is positioned at Transmission Room 5, is fixed on the ground by stone bolt, has a circle flange, utilize bolt and seal washer outside hydraulic hoist 4 rod end, is fixed on by hydraulic hoist 4 on Transmission Room 5 sidewall, for fixing and sealing effect.The telescopic end of hydraulic hoist 4 reaches outside Transmission Room 5 through seal washer and flange.
Operationally, the telescopic end of hydraulic hoist 4 stretches out Transmission Room 5 through seal washer, pushing rolling wheels 6 is reciprocating rolling on steel guide rail 7, because connecting rod 3 one end is flexibly connected with the wheel shaft of roller 6, (connecting rod 3 can be fixed with the outer ring of bearing, bearing holder (housing, cover) is located on wheel shaft, form and be flexibly connected), make roller 6 can promote connecting rod 3, and then connecting rod 3 promotes connecting lever 2 clockwise or be rotated counterclockwise, and then promote the rotary motion on end twisted branch seat 9 of end transverse axis 8, and then watertight shutter 1 is holded up or horizontal, can dash be carried out or discharge water.
The utility model utilizes hydraulic hoist to drive connecting rod, thus drives steel dam overall structure to rotate, and can realize the most basic requirement of steel dam anchor gate.Meanwhile, because Transmission Room physical dimension is less, when dash and overcurrent, Transmission Room is all positioned at below the downstream water surface, can not affect view because Transmission Room physical dimension is excessive, can reduce construction costs simultaneously, save cost, made product have more the market competitiveness.
The utility model person of ordinary skill in the field can make various amendment or supplements or adopt similar method to substitute to described specific embodiment, but can't depart from spirit of the present utility model or be more than the scope that appended claims defines.
Claims (2)
1. a steel dam anchor gate on-off structure, comprise end transverse axis (8), it is characterized in that, also comprise the watertight shutter (1) be fixedly connected with end transverse axis (8), end transverse axis (8) is also fixedly connected with one end of connecting lever (2), the other end of connecting lever (2) is flexibly connected with connecting rod (3) one end, connecting rod (3) other end is flexibly connected with the wheel shaft of roller (6), roller (6) can move back and forth along a steel guide rail (7), the wheel shaft of roller (6) is flexibly connected with the telescopic end of hydraulic hoist (4), and hydraulic hoist (4) is positioned at Transmission Room (5).
2. a kind of steel dam anchor gate on-off structure according to claim 1, is characterized in that, the end of described hydraulic hoist (4) is provided with mounting flange (10), and mounting flange (10) is fixedly connected with the outer wall of Transmission Room (5).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420528020.1U CN204080754U (en) | 2014-09-15 | 2014-09-15 | A kind of steel dam anchor gate on-off structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420528020.1U CN204080754U (en) | 2014-09-15 | 2014-09-15 | A kind of steel dam anchor gate on-off structure |
Publications (1)
Publication Number | Publication Date |
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CN204080754U true CN204080754U (en) | 2015-01-07 |
Family
ID=52173489
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201420528020.1U Expired - Fee Related CN204080754U (en) | 2014-09-15 | 2014-09-15 | A kind of steel dam anchor gate on-off structure |
Country Status (1)
Country | Link |
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CN (1) | CN204080754U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105089016A (en) * | 2015-09-23 | 2015-11-25 | 宗泽群 | Cable traction reversed-V-shaped water retaining dam |
CN105696530A (en) * | 2016-04-08 | 2016-06-22 | 宗泽群 | Hydraulic rotation steel dam |
NO20160543A1 (en) * | 2016-04-05 | 2017-10-06 | Geir Normann Figenschau | Device for maneuvering and speed control of a pivoting plate body by means of a vertical actuator |
-
2014
- 2014-09-15 CN CN201420528020.1U patent/CN204080754U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105089016A (en) * | 2015-09-23 | 2015-11-25 | 宗泽群 | Cable traction reversed-V-shaped water retaining dam |
NO20160543A1 (en) * | 2016-04-05 | 2017-10-06 | Geir Normann Figenschau | Device for maneuvering and speed control of a pivoting plate body by means of a vertical actuator |
CN105696530A (en) * | 2016-04-08 | 2016-06-22 | 宗泽群 | Hydraulic rotation steel dam |
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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: 20150107 Termination date: 20150915 |
|
EXPY | Termination of patent right or utility model |