AU6002698A - Suspended landing stage - Google Patents
Suspended landing stageInfo
- Publication number
- AU6002698A AU6002698A AU60026/98A AU6002698A AU6002698A AU 6002698 A AU6002698 A AU 6002698A AU 60026/98 A AU60026/98 A AU 60026/98A AU 6002698 A AU6002698 A AU 6002698A AU 6002698 A AU6002698 A AU 6002698A
- Authority
- AU
- Australia
- Prior art keywords
- loading bridge
- bridge
- landing stage
- loading
- suspended
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 230000008878 coupling Effects 0.000 claims description 3
- 238000010168 coupling process Methods 0.000 claims description 3
- 238000005859 coupling reaction Methods 0.000 claims description 3
- 239000000956 alloy Substances 0.000 claims 1
- 229910045601 alloy Inorganic materials 0.000 claims 1
- 238000004873 anchoring Methods 0.000 claims 1
- 239000002184 metal Substances 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
- 239000011800 void material Substances 0.000 claims 1
- 238000000034 method Methods 0.000 description 2
- 230000004308 accommodation Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B27/00—Arrangement of ship-based loading or unloading equipment for cargo or passengers
- B63B27/14—Arrangement of ship-based loading or unloading equipment for cargo or passengers of ramps, gangways or outboard ladders ; Pilot lifts
-
- 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
- E01D15/24—Bridges or similar structures, based on land or on a fixed structure and designed to give access to ships or other floating structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/068—Landing stages for vessels
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Combustion & Propulsion (AREA)
- Chemical & Material Sciences (AREA)
- Architecture (AREA)
- Bridges Or Land Bridges (AREA)
- Earth Drilling (AREA)
- Gloves (AREA)
- Types And Forms Of Lifts (AREA)
- Stringed Musical Instruments (AREA)
- Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
Description
"SUSPENDED LANDING STAGE"
The "SUSPENDED LANDING STAGE" is a nautical ancillary equipment, made of a removable metallic structure allowing an easy landing from small boats or coasters to those tourist littorals where wharves or jetties cannot be permanently installed or simply do not exist. The suspended landing stage is realised using (structural and drawn) metallic material currently available on the market but entirely galvanized in order to resist to the salinity action; the dimensions are the result of a structural calculation based on the landing stages' static system.
The complete group of assembling parts enables the equipment assembly in locations under preservation of natural resources or State ownership, without the need of installing any permanent structure whatsoever. The disassembly, which results to be as easy as the assembling process, enables to easily reinstate the locations, especially during the winter time when the equipment is not in use, and also to upkeep the single components. The renewal of the galvanizing process would facilitate the maintenance of all parts. This utility model presents two fundamental features: a) Telescopic loading bridge b) Ballast tank mounted on motor crawler tracks.
Feature a) enables the adjustment of the landing stage to any type of boats and / or coasters, and the appropriate adjustment of the landing stage's length to any littoral, tide high and to any exceptional conditions which might arise during the normal operating time. The retractility function enables the easy removing of the landing stage from its designated location.
Feature b) enables to move the whole structure to safer locations when the original location is exposed to particularly strong surges which might endanger the stability and the normal functioning of the landing stage. Once the exceptional condition has ceased, the motor crawler tracks will enable the landing stage to return to its normal functioning. Said feature therefore reduce the eventual "inactivity" of the landing stage.
The equipment mainly comprises of the following elements: 1. Base tank, formed by at least three prismatic parts assembled with hooks and complete with lids. The front side of the elements or/and any other part exposed to the water are plated in order to defend the base tank from the water's edge erosion. The base tanks will
be filled with sand or stones, available on location, and easily removable when necessary. They function as a supporting framework against any rotary stress whom the structure may be subject to. The crawler tracks will be fixed on the outside and consequently comiected to an engine in order to create an up and down movement the structure boot-topping. Such a mechanism together with the retractility function of the loading bridge will enable an easy as well as immediate movement of the structure in case of exceptional surges during the operating time.
2. Shafts pair, functioning as a supporting framework of the tension wires and secured, at their base, with bolts, to the central part of the base tank. Coupling holes for the tension wires will be positioned at the top of the shafts. The different position of the holes enables the use of tension wires having different lengths according to the loading bridge overhang.
3. Loading bridge, comprising of individual components assembled and secured with bolts. Its supporting framework is made of braced longitudinal members, sized and shaped accordingly, on the top of which an anti-slip checkered plate-walkway level is then fixed. Two banisters are then fixed on the sides for both safety and aesthetics purposes. The bridge end towards the littoral can be fixed to the land with an accommodation ladder or ramp, whilst the end towards the sea comprises of a platform hinged to the loading bridge according to the several highs required for the unloading from different boats. The loading bridge is then positioned, over the base tanks, with adjusting overhangs in order to make the most of the maximum draft of each boat, even when the water depth results to be medium or very low. The loading bridge will be provided with a mechanical system enabling the retractility function. This will therefore permit the adjustment of the landing bridge on location according to the requirements of the specific case. 4. Tension wires, which are required to steadily fix the loading bridge to the supporting shafts and to the base tanks. The tension wires have different lengths according to the coupling holes and to the loading bridge overhang. 5. Bolts and nuts
Claims (7)
1. Suspended landing stage with base ballast tank comprising of prismatic parts assembled with hooks and complete with lids and jettison doors of different shapes and dimensions. The crawler tracks will be fixed on the outside and connected to an engine for the moving up and down along the structure boot-topping. Such a mechanism, together with the retractility function of the loading bridge will enable an easy as well as immediate movement of the structure in case of exceptional surges during the operating time.
2. Shafts pair functioning as a supporting framework of the loading bridge and having tension wires' coupling holes which can be positioned at different highs according to the length of the loading bridge.
3. Loading bridge with anti-slip checkered plate or grate walkway level to be mounted on top of the base ballast tank. The loading bridge will be provided with a mechanical system enabling the retractility function. This will permit the adjustment of the loading bridge on location according to the requirements of the specific case, which may therefore vary.
4. Suspended landing stage as a metallic structure with no hooks whatsoever for its anchoring into the water or fixing to the land.
5. Suspended landing stage as a truss bridge with solid and void sections for its stressed-skin structures (shafts' pair and loading bridge).
6. Suspended landing state made of metal or some other alloy.
7. Suspended landing stage with boats' couplers and adjustable bridge ends for loading / unloading operations.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ITME97U0004 | 1997-02-19 | ||
| IT1997ME000004U IT243540Y1 (en) | 1997-02-19 | 1997-02-19 | SUSPENDED BRIDGE |
| PCT/IB1998/000205 WO1998036965A1 (en) | 1997-02-19 | 1998-02-17 | Suspended landing stage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| AU6002698A true AU6002698A (en) | 1998-09-09 |
Family
ID=11357912
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| AU60026/98A Abandoned AU6002698A (en) | 1997-02-19 | 1998-02-17 | Suspended landing stage |
Country Status (6)
| Country | Link |
|---|---|
| EP (1) | EP0961729A1 (en) |
| JP (1) | JP2001512541A (en) |
| AU (1) | AU6002698A (en) |
| CA (1) | CA2282319A1 (en) |
| IT (1) | IT243540Y1 (en) |
| WO (1) | WO1998036965A1 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949127A (en) * | 2010-09-29 | 2011-01-19 | 王贵宣 | Movable type rescue auxiliary bridge vehicle |
| CN105026898B (en) * | 2013-01-10 | 2018-02-06 | 高准公司 | Method and apparatus for vibration gauge |
| CN105714672A (en) * | 2014-12-03 | 2016-06-29 | 叶芳耀 | Light-weight temporary bridge system and construction method thereof |
| IT201700100810A1 (en) * | 2017-09-11 | 2019-03-11 | Gts Multiservices Srls | Removable dock |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3411169A (en) * | 1967-01-06 | 1968-11-19 | Miami Beach Yacht Corp | Cargo ramp assembly |
| US3468280A (en) * | 1967-09-26 | 1969-09-23 | Us Navy | Ramp for lst |
| US3483838A (en) * | 1968-02-23 | 1969-12-16 | Eric Rath | Non-broaching beach cargo ship |
| GB1385413A (en) * | 1972-08-21 | 1975-02-26 | Jones W T | Combined gang plank and luggage trolley |
| DE2304844A1 (en) * | 1973-02-01 | 1974-08-08 | Jack Pielert | LANDING FOR SHIPS |
| US4293967A (en) * | 1979-04-30 | 1981-10-13 | Ord Thomas M | Pivotal deck ramp |
-
1997
- 1997-02-19 IT IT1997ME000004U patent/IT243540Y1/en active
-
1998
- 1998-02-17 CA CA002282319A patent/CA2282319A1/en not_active Abandoned
- 1998-02-17 EP EP98903212A patent/EP0961729A1/en not_active Withdrawn
- 1998-02-17 JP JP53643298A patent/JP2001512541A/en active Pending
- 1998-02-17 AU AU60026/98A patent/AU6002698A/en not_active Abandoned
- 1998-02-17 WO PCT/IB1998/000205 patent/WO1998036965A1/en not_active Application Discontinuation
Also Published As
| Publication number | Publication date |
|---|---|
| CA2282319A1 (en) | 1998-08-27 |
| EP0961729A1 (en) | 1999-12-08 |
| JP2001512541A (en) | 2001-08-21 |
| WO1998036965A1 (en) | 1998-08-27 |
| IT243540Y1 (en) | 2002-03-05 |
| ITME970004U1 (en) | 1998-08-19 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| MK5 | Application lapsed section 142(2)(e) - patent request and compl. specification not accepted |