CN201459701U - Perpendicular ship elevator - Google Patents
Perpendicular ship elevator Download PDFInfo
- Publication number
- CN201459701U CN201459701U CN2009200926739U CN200920092673U CN201459701U CN 201459701 U CN201459701 U CN 201459701U CN 2009200926739 U CN2009200926739 U CN 2009200926739U CN 200920092673 U CN200920092673 U CN 200920092673U CN 201459701 U CN201459701 U CN 201459701U
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- CN
- China
- Prior art keywords
- ship
- track
- bearing tank
- dam body
- ship bearing
- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses a perpendicular ship elevator, which comprises a ship bearing tank, a perpendicular track and a horizontal track, wherein the ship bearing tank is controlled via a driving mechanism, the perpendicular track and the horizontal track are fixedly arranged on two sides of a dam body, and widths of the perpendicular track and the horizontal track are adaptable to the width of the ship bearing tank. Two ends of the ship bearing tank are equipped with movable rollers matching with the perpendicular track and the horizontal track. The driving mechanism is a trolley elevator fixed on the dam body. The dam body is equipped with a pull rope position sensor capable of controlling accurate lifting positions of the ship bearing tank. The perpendicular ship elevator has the advantages that the ship bearing tank can be lifted along the perpendicular track on water surface and enters upstream (downstream) via the horizontal track, a ship bearing tank shipping-dry method for passing through dams is adopted, then the ship bearing tank dose not need to be in abutted connection with an upper lock head, thereby saving underwater components, achieving small total installed capacity, high passing capacity and low power consumption, and being simple and easy. When used on a condition of a low head with only few meters of head drop in river network areas, the perpendicular ship elevator can reduce water quantity loss, and resolves contradiction between irrigation and shipping.
Description
Technical field
The utility model relates to the boats and ships lifting gear at gate dam place, navigation channel, especially relates to a kind of rectilinear ship lift.
Background technology
For solving the navigation problem at gate dam place, adopt mechanical device lifting boats and ships such as ship lock or inclined ship lifts usually, this lifting gear mainly is made up of boat supporting case, supporting guide frame, drive unit, accident treatment device etc.When ship is up, sail boat supporting case into from lower approach, closed shutter and downstream tank are behind the door, water body between these two of the ventings in the slit, unclamp the tension and the sealing device of boat supporting case and tail-bay, under the drive unit effect, the position that boat supporting case rising and stop are docked with head bay; Unclamp the tension and the sealing device of boat supporting case and head bay, give between the gate and pour water in the space; Open the Service gate of head bay and the ship chamber door of boat supporting case upstream extremity, ship promptly sails upper approach into; Then opposite when descending.Though they are applicable to various heads in principle, the civil works cost is too big; And early stage rectilinear ship lift adopts is the gate-type structure, because the structure heaviness, consumption of power is big.
The utility model content
The purpose of this utility model is to provide a kind of small investment, water-saving timesaving vertical ship lift.
For achieving the above object, the utility model can be taked following technical proposals:
Vertical ship lift described in the utility model comprises the boat supporting case by driving mechanisms control, is set with vertical track and the horizontal rail that adapts with described boat supporting case width in the both sides of dam body; The two ends of described boat supporting case are provided with the shifting roller that is complementary with described vertical track and horizontal rail.
Described driving mechanism is the chassis elevator that is fixed on the dam body.
Described dam body is provided with the stay cord position sensor, can control the accurate position of boat supporting case lifting.
Advantage of the present utility model is that boat supporting case can directly promote along its vertical rule road from the water surface, enter upstream (downstream) through horizontal rail, adopt boat supporting case to do the dam mode of crossing of fortune ship, need not to dock anhydrous lower member with head bay, total installation of generating capacity is little, handling capacity is big, little power consumption, and the boat supporting case dehydration conditions is good, maintenance management is concentrated, and is simple; The loss of the water yield having only employing vertical ship lift described in the utility model under the low head condition of several meters drops, can be reduced in some areas, the network of waterways, has solved the contradiction that irrigation and shipping are striven water.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is the left view of Fig. 1.
The specific embodiment
As shown in Figure 1, 2, vertical ship lift described in the utility model comprises the boat supporting case 1 by driving mechanisms control, is set with the vertical track 2 and the horizontal rail 3 that adapt with described boat supporting case 1 width in the both sides of dam body; The two ends of described boat supporting case 1 are provided with the shifting roller 4 that is complementary with described vertical track 2 and horizontal rail 3; Described driving mechanism is the chassis elevator 5 that is fixed on the dam body; Described dam body is provided with stay cord position sensor 6.
Claims (3)
1. a vertical ship lift comprises by the boat supporting case (1) of driving mechanisms control, it is characterized in that: be set with the vertical track (2) and the horizontal rail (3) that adapt with described boat supporting case (1) width in the both sides of dam body; The two ends of described boat supporting case (1) are provided with the shifting roller (4) that is complementary with described vertical track (2) and horizontal rail (3).
2. vertical ship lift according to claim 1 is characterized in that: described driving mechanism is the chassis elevator (5) that is fixed on the dam body.
3. vertical ship lift according to claim 1 and 2 is characterized in that: described dam body is provided with stay cord position sensor (6).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009200926739U CN201459701U (en) | 2009-08-28 | 2009-08-28 | Perpendicular ship elevator |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009200926739U CN201459701U (en) | 2009-08-28 | 2009-08-28 | Perpendicular ship elevator |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201459701U true CN201459701U (en) | 2010-05-12 |
Family
ID=42387054
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2009200926739U Expired - Fee Related CN201459701U (en) | 2009-08-28 | 2009-08-28 | Perpendicular ship elevator |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201459701U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105113476A (en) * | 2015-08-17 | 2015-12-02 | 信达重工(苏州)有限公司 | Novel ship lift chamber |
CN107620299A (en) * | 2017-09-28 | 2018-01-23 | 覃金帛 | A kind of ball-type inclined ship lifts system |
CN109914375A (en) * | 2019-04-25 | 2019-06-21 | 黄河勘测规划设计研究院有限公司 | Lower extension bridge in Canal Waterway across river crosses device |
CN109914375B (en) * | 2019-04-25 | 2024-09-24 | 黄河勘测规划设计研究院有限公司 | Lower hanging bridge crossing device crossing river in canal |
-
2009
- 2009-08-28 CN CN2009200926739U patent/CN201459701U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105113476A (en) * | 2015-08-17 | 2015-12-02 | 信达重工(苏州)有限公司 | Novel ship lift chamber |
CN107620299A (en) * | 2017-09-28 | 2018-01-23 | 覃金帛 | A kind of ball-type inclined ship lifts system |
CN107620299B (en) * | 2017-09-28 | 2023-01-17 | 覃金帛 | Ball formula inclined plane ship lift system |
CN109914375A (en) * | 2019-04-25 | 2019-06-21 | 黄河勘测规划设计研究院有限公司 | Lower extension bridge in Canal Waterway across river crosses device |
CN109914375B (en) * | 2019-04-25 | 2024-09-24 | 黄河勘测规划设计研究院有限公司 | Lower hanging bridge crossing device crossing river in canal |
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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: 20100512 Termination date: 20140828 |
|
EXPY | Termination of patent right or utility model |