CA2282319A1 - Suspended landing stage - Google Patents
Suspended landing stage Download PDFInfo
- Publication number
- CA2282319A1 CA2282319A1 CA002282319A CA2282319A CA2282319A1 CA 2282319 A1 CA2282319 A1 CA 2282319A1 CA 002282319 A CA002282319 A CA 002282319A CA 2282319 A CA2282319 A CA 2282319A CA 2282319 A1 CA2282319 A1 CA 2282319A1
- Authority
- CA
- Canada
- Prior art keywords
- landing stage
- suspended
- bridge
- loading bridge
- stage
- 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
- 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
- 239000000463 material Substances 0.000 claims description 2
- 239000000956 alloy Substances 0.000 claims 1
- 229910045601 alloy Inorganic materials 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 240000007054 Avena nuda Species 0.000 description 1
- 101100285518 Drosophila melanogaster how gene Proteins 0.000 description 1
- 240000007839 Kleinhovia hospita Species 0.000 description 1
- 241001508687 Mustela erminea Species 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002674 ointment Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000004575 stone Substances 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)
Abstract
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, high tide and to any exceptional conditions which might arise during the normal operating time. The retractility function enables the easy removal 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 reduces the eventual "inactivity" of the landing stage.
Description
"SUSPENDED L_~lYDL7VG STAGE"
The "S'GSPE1VDED LAISpING STAGE" is a nautical ancillary equipment, made of a removable metallic sirueture allowing an easy landing from small and raedi'um boats or coasters to those tourist littorals where fixed wharves or jectics cannot be installed ar simply do not exist.
The suspended landing stage csa be assembled sad totally disassembled on site lca~ing the in.~ta(latio~ spot as it was before assembling. This feature combined with a ballast filled of fine rnate~ial_ eventually found on site, makes possible a landing stone even if there arc sites ~ittt planning restrictions or prosorvation of laadscap~s. The whole stru~cNre can be placed temporary and this fact may skip most planning resztioriot~ fvr faced structures.
The suspended landing stage is realised using (stxucttual and drawn) matallic material wxrtutly available oa the na3tkct btu crttirely galvanized, is order to resist to the salinity action; the dimensions are the result of a struetu~al calculahvn based on the loading stages' static system.
The complete group of assembling puts enables the equiptncat assembly.in Io:.atioas uaderprcservator. ofnatural resources or State ownership, without,thc aced ofinstalling any pe.~manent structure whatsoever. The disassembly, which results to be as easy as the assembling proce.~, enables to easily reinstate the locations, rspeci,ally do=ing the winter time when the equipment is not in use, and also to upkeep the single camponrnts. The renewal of the gs~lvaaizi~g process would facilitate the mainteuattce of alb parts. This aodel presents also two fundamental fcatutzs:
a) Telescopic loading bsidge b) Ballast tack mounted on motor crawler tracks.
Featt~ra a~ caBbles the adjustment of the landing stage tn zany type of boats sad I or :S coasters, and the appropriate adjustrncnt of the landing stage's length to any littoral, ride high and to any execptiot~al canditiorls which might arise dtaiag the nornnal.
operating time. l7ie retzaclzlity function enables the easy ze'moviag of the landing stage from its designated location.
Feat~rre b) znables to move the whole structure to safer locations when the original 0 location is exposed to particularly strong surges which might endanger the stability and the normal functioning of the landing stage. Once the exceptions( conditioe has ceased, the "~".,-~ ;;;hy'f motor crawler felts v~rill enable the landing stage to return ~ its rotmal fuacdat::ng. 5a;d featare therefore reduces uhc cvetttttal ''inactivity" of the landing stage_ The eqttipnnent mainly comprises ofthe following elements:
35 1. Base tank, fotrtted by at Least three rtismatie p=xis assembled with bolts and complete with Lids. The front side of the elements or~and any other pert exposed to the wattr are plated i:r order to defend the base tank from the water's edge erosion.
The base tanks will be fillCd with sand or stoats, available on location, and easily reraovablc whoa necessary.
They function as a supporting L~mewori: against nay rotary stress whom the sttu~ture may 40 be subject to. Iettison doors of different shapes sad dimen~ons are positioned laterally whi_h permits the emFtying of the base ballzst iar~k.. The cxswler tracks will be fixed on roc outside aaa' consequently connected to an engine in order to create .an up and down movameat the structure boot-topping. Such a mechanism together with the retractilir~
unction of tht loading bridge will eaabla as easy as well as irr~nediatc movernrnt of the 45 structure in cast of exceptional surges during the oper3tirg rime.
2_ 4 pair of Shafts, fia~etioning as ,a s'sprorting framew~lc cf the tension wires ar~ci secured,.at their terse, with bolts, to the cen~a! part of the base tank.
Coupling horns for the tension wires v~rilI be posidcaed st the top of the sbars_ The different position of tae holes enables the use of tension wires having d-itierent lengths according to the loading bridg;.
50 overhang.
3_ Ir oadiag bridge, comprising of ind:y~dual components assembled ~d Ezcurrd will'' bolts. Its supporting fi~amewo~rlc is made of braczd Ioagatudirsal members, sized cad shaped accordingly, en the tap of which an sniff-slip checxcred plate~walkway level is thon fixed.
Two barristers are they llxed on the sides far bola safety and aesthetics purFosts. 'rht bridge 55 end towards the littoral era be fixed to the land with an accomnaodatiory lade~.er or ramp, whilst. the end to~~rards the sea comprises of a platform hinged to the loading bridge accordin,p to the sweral heights reqaired for the unloading from different boats. The loading bridge is t(~ien gositioned, over th- base tasks, with adjusting v~crhaags in ordc: to uu~e th~c most of ttie maac~,unn draft of each boat, even whets the water death results to be medium or (,Q very low. The loading bridge will be pwided with a mechanical systetzl caablittg the retractility function. This will therefore petZrtit the: adjustment of the landing bridge on ., location accordi.tLg to the requirements of the specific cast. .
Tension writes, which are rcquir:d to steadily ~.x the loading bridge to the sugpotting shafts and to the base tanks. The tatsioa wires hate different lengths ec~ording to the 65 coupling hales and to the loading bridge overhang.
r V V
~':?c%V~=l7 "iii:ET
5. Bolts sad nuts
The "S'GSPE1VDED LAISpING STAGE" is a nautical ancillary equipment, made of a removable metallic sirueture allowing an easy landing from small and raedi'um boats or coasters to those tourist littorals where fixed wharves or jectics cannot be installed ar simply do not exist.
The suspended landing stage csa be assembled sad totally disassembled on site lca~ing the in.~ta(latio~ spot as it was before assembling. This feature combined with a ballast filled of fine rnate~ial_ eventually found on site, makes possible a landing stone even if there arc sites ~ittt planning restrictions or prosorvation of laadscap~s. The whole stru~cNre can be placed temporary and this fact may skip most planning resztioriot~ fvr faced structures.
The suspended landing stage is realised using (stxucttual and drawn) matallic material wxrtutly available oa the na3tkct btu crttirely galvanized, is order to resist to the salinity action; the dimensions are the result of a struetu~al calculahvn based on the loading stages' static system.
The complete group of assembling puts enables the equiptncat assembly.in Io:.atioas uaderprcservator. ofnatural resources or State ownership, without,thc aced ofinstalling any pe.~manent structure whatsoever. The disassembly, which results to be as easy as the assembling proce.~, enables to easily reinstate the locations, rspeci,ally do=ing the winter time when the equipment is not in use, and also to upkeep the single camponrnts. The renewal of the gs~lvaaizi~g process would facilitate the mainteuattce of alb parts. This aodel presents also two fundamental fcatutzs:
a) Telescopic loading bsidge b) Ballast tack mounted on motor crawler tracks.
Featt~ra a~ caBbles the adjustment of the landing stage tn zany type of boats sad I or :S coasters, and the appropriate adjustrncnt of the landing stage's length to any littoral, ride high and to any execptiot~al canditiorls which might arise dtaiag the nornnal.
operating time. l7ie retzaclzlity function enables the easy ze'moviag of the landing stage from its designated location.
Feat~rre b) znables to move the whole structure to safer locations when the original 0 location is exposed to particularly strong surges which might endanger the stability and the normal functioning of the landing stage. Once the exceptions( conditioe has ceased, the "~".,-~ ;;;hy'f motor crawler felts v~rill enable the landing stage to return ~ its rotmal fuacdat::ng. 5a;d featare therefore reduces uhc cvetttttal ''inactivity" of the landing stage_ The eqttipnnent mainly comprises ofthe following elements:
35 1. Base tank, fotrtted by at Least three rtismatie p=xis assembled with bolts and complete with Lids. The front side of the elements or~and any other pert exposed to the wattr are plated i:r order to defend the base tank from the water's edge erosion.
The base tanks will be fillCd with sand or stoats, available on location, and easily reraovablc whoa necessary.
They function as a supporting L~mewori: against nay rotary stress whom the sttu~ture may 40 be subject to. Iettison doors of different shapes sad dimen~ons are positioned laterally whi_h permits the emFtying of the base ballzst iar~k.. The cxswler tracks will be fixed on roc outside aaa' consequently connected to an engine in order to create .an up and down movameat the structure boot-topping. Such a mechanism together with the retractilir~
unction of tht loading bridge will eaabla as easy as well as irr~nediatc movernrnt of the 45 structure in cast of exceptional surges during the oper3tirg rime.
2_ 4 pair of Shafts, fia~etioning as ,a s'sprorting framew~lc cf the tension wires ar~ci secured,.at their terse, with bolts, to the cen~a! part of the base tank.
Coupling horns for the tension wires v~rilI be posidcaed st the top of the sbars_ The different position of tae holes enables the use of tension wires having d-itierent lengths according to the loading bridg;.
50 overhang.
3_ Ir oadiag bridge, comprising of ind:y~dual components assembled ~d Ezcurrd will'' bolts. Its supporting fi~amewo~rlc is made of braczd Ioagatudirsal members, sized cad shaped accordingly, en the tap of which an sniff-slip checxcred plate~walkway level is thon fixed.
Two barristers are they llxed on the sides far bola safety and aesthetics purFosts. 'rht bridge 55 end towards the littoral era be fixed to the land with an accomnaodatiory lade~.er or ramp, whilst. the end to~~rards the sea comprises of a platform hinged to the loading bridge accordin,p to the sweral heights reqaired for the unloading from different boats. The loading bridge is t(~ien gositioned, over th- base tasks, with adjusting v~crhaags in ordc: to uu~e th~c most of ttie maac~,unn draft of each boat, even whets the water death results to be medium or (,Q very low. The loading bridge will be pwided with a mechanical systetzl caablittg the retractility function. This will therefore petZrtit the: adjustment of the landing bridge on ., location accordi.tLg to the requirements of the specific cast. .
Tension writes, which are rcquir:d to steadily ~.x the loading bridge to the sugpotting shafts and to the base tanks. The tatsioa wires hate different lengths ec~ording to the 65 coupling hales and to the loading bridge overhang.
r V V
~':?c%V~=l7 "iii:ET
5. Bolts sad nuts
Claims (7)
1. Suspended landing stage with base ballast rank (1) comprising of prismatic parts assembled with bolts and complete with lids (2), jettison doors (3) and loading bridge (4).
2. Suspended landing stage as defined in claim 1 containing crawler tracks (5) fixed on the outside gad connected to an engine for any type of mechanical movement.
3. Suspended landing stage as defined is claim 1 containing a pair of shafts (6) functioning as a supporting framework of the loading bridge and having tension wires' coupling holes (7) which can be positioned at different heights according to the length of the loading bridge.
4. Suspended landing stage as defined in claim 1 with mechanical retractile loading bridge (8) with anti-slip checkered plate or grate walkway level to be mounted on top of the base ballast tank that will permit the adjustment of the loading bridge on site.
5. Suspended lading stage as defined in claim 1 as a truss bridge with solid and void sections for its stressed-skin structures like shafts pair and loading bridge.
6. Suspended landing stage as defined is claim 1 made of metal and/or every other alloy and material.
7. Suspended landing stage with boats couplers and adjustable bridge positioned at the end of the landing stage (9) for loading and unloading operations.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ITME97U000004 | 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 |
|---|---|
| CA2282319A1 true CA2282319A1 (en) | 1998-08-27 |
Family
ID=11357912
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA002282319A Abandoned CA2282319A1 (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 |
|---|---|
| AU6002698A (en) | 1998-09-09 |
| 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 |
|---|---|---|---|
| FZDE | Dead |