AU2761297A - Bascule bridge - Google Patents
Bascule bridgeInfo
- Publication number
- AU2761297A AU2761297A AU27612/97A AU2761297A AU2761297A AU 2761297 A AU2761297 A AU 2761297A AU 27612/97 A AU27612/97 A AU 27612/97A AU 2761297 A AU2761297 A AU 2761297A AU 2761297 A AU2761297 A AU 2761297A
- Authority
- AU
- Australia
- Prior art keywords
- water
- bridge
- bascule
- raised
- tanks
- 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.)
- Abandoned
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D15/00—Movable or portable bridges; Floating bridges
- E01D15/005—Movable bridges in general ; Constructional elements peculiar to movable bridges
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Valve Device For Special Equipments (AREA)
- Valve-Gear Or Valve Arrangements (AREA)
- Medicines Containing Plant Substances (AREA)
- Mushroom Cultivation (AREA)
- Revetment (AREA)
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
Abstract
In order that bridges located in exposed sites do not increase the risk of flooding at high-water, they are raised on at least one side in the form of bascule bridges in order to allow the water to run freely in its bed. The reaching of the high-water level and the high-water itself determine the moment when the bascule bridge should be raised. When the high-water level is reached, water can flow through lateral openings (1) in the bank into tanks (2) and fill the latter. The weight of the filled tanks (2) is sufficient to raise the bascule bridge on one or both sides out of its operating position into the high-water position. The raised bridge allows the high-water to run freely in its entire bed. When the high-water has receded, the water is let out of the tanks (2) and the bridge is lowered into its operating position once more.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH1339/96 | 1996-05-29 | ||
CH133996 | 1996-05-29 | ||
PCT/CH1997/000212 WO1997045594A1 (en) | 1996-05-29 | 1997-05-26 | Bascule bridge |
Publications (1)
Publication Number | Publication Date |
---|---|
AU2761297A true AU2761297A (en) | 1998-01-05 |
Family
ID=4208174
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
AU27612/97A Abandoned AU2761297A (en) | 1996-05-29 | 1997-05-26 | Bascule bridge |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0901538B1 (en) |
AT (1) | ATE191941T1 (en) |
AU (1) | AU2761297A (en) |
DE (1) | DE59701470D1 (en) |
WO (1) | WO1997045594A1 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102015105021A1 (en) * | 2015-03-31 | 2016-10-06 | SEH Engineering GmbH | Hubbrücke |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE391568A (en) * | ||||
GB128211A (en) * | 1912-04-02 | Blondel Alfred | Improvements for a Floating Bridge which can be Raised or Immersed. | |
US2411480A (en) * | 1943-01-04 | 1946-11-19 | Temple Alan Edward Spence | Movable bridge, dock gate, and the like |
-
1997
- 1997-05-26 EP EP97921576A patent/EP0901538B1/en not_active Expired - Lifetime
- 1997-05-26 DE DE59701470T patent/DE59701470D1/en not_active Expired - Fee Related
- 1997-05-26 AT AT97921576T patent/ATE191941T1/en not_active IP Right Cessation
- 1997-05-26 AU AU27612/97A patent/AU2761297A/en not_active Abandoned
- 1997-05-26 WO PCT/CH1997/000212 patent/WO1997045594A1/en active IP Right Grant
Also Published As
Publication number | Publication date |
---|---|
WO1997045594A1 (en) | 1997-12-04 |
EP0901538B1 (en) | 2000-04-19 |
DE59701470D1 (en) | 2000-05-25 |
EP0901538A1 (en) | 1999-03-17 |
ATE191941T1 (en) | 2000-05-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5195846A (en) | Spillway for discharging extraordinary floods at dams having at least two flood discharge structures | |
US5032038A (en) | Overflow spillway for dams, weirs and similar structures | |
Ackers | 1992 Gerald Lacey Memorial Lecture: canal and river regime in theory and practice: 1929-92[regime concept is based on relationships of sediment transport, bed form resistance and bank stability] | |
AU2761297A (en) | Bascule bridge | |
CN207727532U (en) | A kind of flat type Tailings Dam closes the structure of drainning off floodwaters in library | |
CN213978865U (en) | Height-adjustable water bridge dam | |
Mac Nish et al. | Digital Simulation of a Basalt Aquifer System, Walla Walla River Basin, Washington and Oregon | |
JPS58195617A (en) | Gate with siphon | |
Venetis et al. | Time-variant groundwater levels in the vicinity of floods retaining structures | |
Popescu | Solutions and technologies of construction for the perimeter drainage of the Lacul Dimbovita reservoir | |
DE59608849D1 (en) | OIL BARRIER WITH SPLASH PROTECTION | |
CN117385993B (en) | Anti-blocking well cover | |
Hughes et al. | The vulnerability of the False Bay coast line to the projected rise in sea level | |
Griggs | Flood control and riparian system destruction: Lower San Lorenzo River, Santa Cruz County, California. | |
CN208517894U (en) | Ecological gabion bank protection | |
Zensinger et al. | Handbook for a Flood Plain Management Strategy | |
AU7133696A (en) | Dam for preserving river bank routes, dwellings and premises in general or the like and water reservoirs from being flooded with detergents and pollutants | |
Chen et al. | Hydrologic and geomorphic changes in a river basin induced by a dam break | |
Krug | Hydrologic effects of proposed changes in management practices, Winnebago Pool, Wisconsin | |
Comfort | Forum Article | |
Fiedler et al. | Damage to dams | |
Bettess et al. | Pier presure | |
Johnson | Hydrologic effects of the 1984 through 1986 L-31 canal drawdowns on the northern Taylor Slough basin of Everglades National Park | |
Dansie | Great Whale harpooned | |
Schlenvoigt | Preliminary design criteria for flood control works in Baden Wurttemberg; hydrological design factors |