EP2138393A1 - Modulares treibendes System und Herstellungsverfahren - Google Patents

Modulares treibendes System und Herstellungsverfahren Download PDF

Info

Publication number
EP2138393A1
EP2138393A1 EP09460031A EP09460031A EP2138393A1 EP 2138393 A1 EP2138393 A1 EP 2138393A1 EP 09460031 A EP09460031 A EP 09460031A EP 09460031 A EP09460031 A EP 09460031A EP 2138393 A1 EP2138393 A1 EP 2138393A1
Authority
EP
European Patent Office
Prior art keywords
antijamming
containers
bottom part
elements
truncated
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.)
Granted
Application number
EP09460031A
Other languages
English (en)
French (fr)
Other versions
EP2138393B1 (de
Inventor
Waldemar Pakszys
Tadeusz Niezgoda
Michaela Pakszys
Wieslaw Krason
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wojskowa Akademia Techniczna Im
Original Assignee
Waldemar Pakszys
Tadeusz Niezgoda
Michaela Pakszys
Wieslaw Krason
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Waldemar Pakszys, Tadeusz Niezgoda, Michaela Pakszys, Wieslaw Krason filed Critical Waldemar Pakszys
Priority to PL09460031T priority Critical patent/PL2138393T3/pl
Publication of EP2138393A1 publication Critical patent/EP2138393A1/de
Application granted granted Critical
Publication of EP2138393B1 publication Critical patent/EP2138393B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/34—Pontoons
    • B63B35/38—Rigidly-interconnected pontoons

Definitions

  • the invention refers to a modular floating system used in various applications, and to a method of its manufacture.
  • the invention refers to the modular floating system that may be stacked on limited surfaces and transported to the destination on limited number of vehicles.
  • the invention refers also to the appliances where the modular floating system may be used, like e.g. floating or submersible platforms, docks, bridges, wharfs, piers, and the like.
  • the modular floating systems according to the invention may also be used, when equipped with a propulsion unit, to make the boats, pontoons, rafts, ferries and other floating appliances used in transportation.
  • Floating structures have had been developed by military engineers for long time.
  • civil engineering pays attention to floating structures as their usefulness on flooded areas or in the regions destroyed by other natural disasters or wars has been proved extensively.
  • Particular interest is payed to modular floating systems because they enable the engineers to adjust the floating structure to specific demands (expected load, topography, changes in the water level, etc.) and to design unique, optimized structure.
  • pontoons In known floating systems the deck is arranged on pontoons, which in older systems have been singular or folded multiple, usually triple units. The latter are deployed in situ into floating units of bigger dimensions. Whether singular or folded, individual units are big and because of their dimensions of several meters and considerable weight they are difficult to be handled on-shore so they have to be connected into single structure on the water.
  • the pontoons are hermetic containers made from steel, so they are big and heavy. Both transportation and storage of these systems are expensive and troublesome, and require big trucks, good roads network accessible even during natural disaster or war, and sufficient number of trained stuff. To fulfill all those conditions in emergency may be difficult. Besides, the steel containers require costly maintenance and large areas for storage.
  • hermetic containers of big dimensions still have been making difficulties and generating excessive costs in transportation, handling, and storage both in situ and in the storage area.
  • the examples of floating systems consisting of plastic hermetic containers were presented in the patent documents GB 2170760 A , FR 2699495 A1 and FR 2699496 A1 .
  • An alternative to hermetic containers are the modules filled with a foam, like in the patent document US 6230644 B1 . Naturally foam-filled modules are as unhandy in storage and transportation as the other systems mentioned above.
  • Relatively flat elements i.e. with moderately sloped walls (the slope value lesser than about 3), are resistant to jamming.
  • the slope is understood here to be the ratio of the wall height to the wall horizontal projection. In other words, the slope equals to the tangent of an angle between the wall and the horizontal plane.
  • moderately sloped walls decrease the volume of air closed inside the container thus decreasing the displacement of the floating structure and in consequence significantly limiting allowable load.
  • the container elements with almost vertical walls i.e. with the slope close to maximum which is the ratio of the wall height to the wall thickness, maximize the volume of air closed inside the container. Note that behind this slope maximal value the container elements can not be stacked one inside another. Unfortunately these "vertical" containers are very susceptible for jamming. This undesirable effect can prevent the civil and military engineers, designers, manufacturers and crisis management services from considering the floating systems based on the containers with almost vertical walls.
  • a modular floating system comprises the sets of complementary elements designed so as to be coupled tightly into a form of void containers with solid walls.
  • the air closed hermetically inside the containers makes them floatable irrespective of waves, rains, etc.
  • the containers are equipped with the connecting means for construction of floating structures like platforms, wharfs, piers or bridges.
  • These connecting means may provide whole structure with some resiliency that may be required to react to changing levels and movements of water caused e.g. by waves, tides, floods.
  • another type of connecting means may provide rigid connections stiffening whole structure which may be preferred for the structures installed on-shore or off-shore on the floor of the sea, lake, river or channel. In the latter case the containers shall be filled with water, sand, stones, concrete, iron ore and the like.
  • the modular floating system may also be used, if equipped with a propulsion unit, to make the boats, pontoons, rafts, ferries and other floating appliances used in transportation. It shall be noted, that large sections of whole floating structure can be transported to the destination on the water surface in the form of the rafts.
  • the main feature of the invention is in that particular elements constituing the containers are provided with the antijamming means preventing dismantled identical elements from jamming during storage in stack.
  • These antijamming means may be constituted by any details of shape of the container elements that separate adjacent surfaces of walls of stacked elements.
  • the role of the antijamming means is twofold. Firstly, it is to prevent from direct contact between faying surfaces of the containers, resulting in adhesion of contacting surfaces, particularly when these are wet, e.g. after being dismantled and stacked on the field. Secondly, it is to provide the passages necessary for the air flow during taking off the element from the stack.
  • antijamming means is a set of ribs made preferably on the inner side of the wall, however external ribs may be advantageous in some applications.
  • the antijamming means may also play a role of the means stiffening the element of the container.
  • the separation between the surfaces of stacked elements of the containers preferably shall be comprised in range from about 5 mm to about 30 mm or more in case of very big elements stacked.
  • the body of said container is formed from two complementary elements, namely the bottom part and the upper cover, where the bottom part may have a shape of two similar truncated pyramids or truncated cones with an intermediate part of the side walls that connects both shapes.
  • This intermediate part of the side walls has a character of the antijamming means, because it prevents the bottom part of one container to fall too deeply into the bottom part of another container when stacked. In other words this intermediate part of the side walls of one container supports another container (precisely: its bottom part) in the pile.
  • the upper base of the minor truncated pyramid or truncated cone is lesser in size than the lower base of the bigger truncated pyramid or truncated cone.
  • the upper cover of the container fits the upper base of the bigger truncated pyramid or truncated cone and it is provided with the means securing water and air tightness of the coupling.
  • These tighting means are for example a groove on the bottom side of the upper cover, optionally provided with a gasket, e.g. a rubber gasket, and an edge of the bottom part, this groove fitting tightly with specified tolerances the upper edge of the bottom part.
  • Full tightness is reached when both parts of the container, i.e. the bottom part and the upper cover, are fastened together circumferentially, e.g. with screw-and-nuts inserted into the holes in the connecting flanges.
  • the number of holes equals at least the number of corners in polygonal elements, and it is no less than three in case of circular shapes. In the latter case the holes shall be distributed in vertices of a regular polygon.
  • the slope of the itermediate, antijamming joining part of the side wall of the bottom part is flatter than the slope of adjacent lower and upper side walls of truncated pyramids or truncated cones, thus forming a sloped step between lower and upper segments of the container side walls.
  • this slope may equal to zero, making this joining part of the side wall horizontal.
  • a horizontal step in the container side wall may additionally help manoeuvring the element (support for the lifting sling, spreader beam, etc.).
  • the antijamming joining part of the side wall of the bottom part may be provided with at least one antijamming protrusion facing the interior or the exterior of the bottom part.
  • the external side of the upper container wall is supported by such protrusion thereby being separated from the internal side of the lower container wall by the thickness of the protrusion.
  • the antijamming protrusion facing the interior or the exterior of the bottom part shall have a shape of half-round moulding.
  • the antijamming protrusion facing the interior or the exterior of the bottom part is an indentation in the joining part of the side wall of the bottom part.
  • Mechanically such indentation is not as resistant as the mouldings described hereinbefore, thus this sollution is particularly recommended for smaller containers, preferably with dimensions of up to about 2 m, however bigger elements may be endowed with the indentations as well if their walls have sufficient thickness.
  • the advantage of this solution is lower cost of manufacture of containers with indentations in the side walls.
  • Each container may be additionally complemented with separate strengthening flange fitting the intermediate, joining part of the side wall of the bottom part.
  • This strengthening flange is provided with the bolt holes, preferably tapped to receive the screws, and spaced identically as the bolt holes in the upper cover.
  • the upper cover and the strengthening flange are joined by bolts or screw-and-nuts, or other screw fasteners such as simple screws passing through respective bolt holes. In the latter case the holes in the strengthening flange are threaded. To ensure appropriate stiffness of the structure the holes of the container are separated from those of the strengthening flange by the spacing sleeves.
  • the neighbouring containers are joined with the hinged connectors, preferably folding along two perpendicular axis, and provided with the bolt holes spaced according to the spacing between the bolt holes of neighbouring containers. According to the users needs this spacing may equal to the spacing of conterminous containers, thereby limiting elasticity of the structure. Bigger spacings provide the structure with some elasticity and facilitate the task of constructing the structure, which might be advantageous in straitened circumstances in the field.
  • each container comprises two cups with the shape of truncated pyramid or truncated cone provided with the antijamming cylindrical collar.
  • the cups When stacked in pile, the cups are supported by cylindrical collars of lower cups. To complete a container other parts may be necessary.
  • the container may consist of two cups, namely the bottom cup and the upper cup.
  • the bottom cup is provided with the antijamming upper cylindrical threaded collar and the complementary upper cup is provided with complementary antijamming lower cylindrical threaded collar.
  • the threaded collars provide tight coupling of the bottom cup with the upper cup.
  • the collar with internal thread female
  • the bottom cup is provided with the connecting flanges provided with the bolt holes and spaced circumferentially below the cylindrical threaded collar on different levels offset relatively by the thicknesses of said connecting flanges.
  • the connecting flanges of neighbouring bottom cups in complete containers are joined by bolts or screw-and-nuts, or screw fasteners passing through respective bolt holes.
  • the container body is formed by connecting two identical cups through a ring-shaped coupling element fitting the antijamming cylindrical collars either on larger bases of the cups or on smaller bases of the cups.
  • both kinds of couplings may be applied alternately, making the structure compact.
  • the ring-shaped coupling element is threaded with a thread complementary to the threads on the antijamming cylindrical collars of both cups.
  • the threads provide tight coupling of the cups with the coupling element which additionally may be fit out with a gasket, preferably a rubber gasket.
  • the extended floating structures are made from one or more layers of the containers. None of the container elements presented above, i.e. neither the cup nor the ring-shaped coupling element is provided with any joining means. Therefore the adjacent containers are coupled by the flat connectors with polygonal or circular orifices fitting the dimensions of the side wall outer cross-section preferably in the middle of the cup.
  • the flat connectors connect the containers within single layer as well as the containers belonging to adjacent layers.
  • the structures can be made from two or more layers, depending from desired displacement and anticipated load.
  • the modular floating systems as specified above are preferably made from plastic, e.g. polyethylene, reinforced polyethylene, or other polymeric materials suitable for production of mechanically resistant and waterproof large objects.
  • the walls and other elements of the container may be reinforced with fibrous material, like the fiberglass mat, fibrous web, etc.
  • the containers elements can be made from metal as well.
  • Plastic elements constituing the containers are made in the process of casting, preferably pressure casting, or light-section casting, or heavy-section casting, or shell casting, or centrifugal casting, or compound casting, or injection moulding, preferably runnerless injection moulding.
  • the modular floating systems comprise the sets of complementary elements which when coupled form void containers with solid walls which are suitable for construction of floating structures.
  • the elements constituing the containers are provided with the antijamming means preventing dismantled identical elements from jamming during storage in pile.
  • the body of said container is formed from two complementary elements, namely the bottom part (1) and the upper cover (3), where the bottom part (1) has a shape of two reversed similar truncated pyramids arranged vertically, with principally rectangular horizontal cross-sections.
  • the upper principally rectangular base of the minor truncated pyramid is lesser in size than the lower principally rectangular base of the bigger truncated pyramid and these two principally rectangular bases are joined by an antijamming intermediate joining part of the side wall of the bottom part (1).
  • the upper cover (3) is principally rectangular as well, and it fits the upper base of the bigger truncated pyramid and it is provided with means securing water and air tightness of coupling.
  • the upper cover preferably strengthened and lined on the top, may play a role of a deck for small and moderate loads.
  • the slope of said antijamming intermediate joining part of the side wall of the bottom part (1) is flatter than the slope of neighbouring side walls of truncated pyramids.
  • the slope equals to zero and this case is illustrated on Fig. 3 and Fig. 4 .
  • the breadth of horizontal section in the antijamming intermediate joining part of the side wall advantageously is no less than 1% of the container length, preferably no less than 2% of the container length, and at least equals about 5 cm.
  • the antijamming intermediate joining part of the side wall of the bottom part (1) is provided with at least one antijamming protrusion (not shown on the drawing) facing the interior or the exterior of the bottom part (1).
  • this at least one antijamming protrusion has a shape of half-round moulding.
  • said at least one antijamming protrusion facing the interior or the exterior of the bottom part (1) is an indentation in the joining part of the side wall of the bottom part (1).
  • the container is provided with separate strengthening flange (2) fitting the joining part of the side wall of the bottom part (1).
  • the strengthening flange (2) is provided with the bolt holes, preferably the tapped holes, spaced identically as the bolt holes (7) in the upper cover (3).
  • the upper cover (3) and the strengthening flange (2) are joined by bolts or screw-and-nuts (4), or screw fasteners passing through respective bolt holes. Both elements are separated by the spacing sleeves (6).
  • An extended floating structure is developed by joining neighbouring containers with the hinged connectors (5), preferably folding along two perpendicular axis, and provided with the bolt holes spaced according to the spacing between the bolt holes (7) of neighbouring containers.
  • the container comprises two cups (8, 9, 12) with the shape of truncated cone provided with the antijamming cylindrical collar.
  • the bottom cup (8) is provided with the antijamming upper cylindrical threaded collar and the complementary upper cup (9) is provided with complementary antijamming lower cylindrical threaded collar. Both threaded collars provide tight coupling of the bottom cup (8) with the upper cup (9).
  • the bottom cup (8) is fit out with the connecting flanges provided with the bolt holes (11) and spaced circumferentially below the cylindrical threaded collar on different levels.
  • the connecting flanges are offset vertically by their thickness.
  • the connecting flanges of neighbouring bottom cups (8) in complete containers are joined by bolts or screw-and-nuts (10), or screw fasteners passing through respective bolt holes (11).
  • the body of the container is formed by connecting two identical cups (12) with a ring-shaped coupling element (13) fitting the antijamming cylindrical collars either on larger bases of the cups (12) or on smaller bases of the cups (12).
  • the ring-shaped coupling element (13) is threaded with a thread complementary to the thread on the antijamming cylindrical collar of the cup (12). The threads provide tight coupling of the cups (12) with the coupling element (13).
  • the neighbouring containers are coupled by separate flat connectors (14) with circular orifices fitting the dimensions of the side wall outer cross-section, preferably in the middle of the cup (12).
  • the elements constituing the containers are made from plastic in the process of injection moulding.
EP09460031.9A 2008-06-23 2009-06-22 Modulares treibendes System und Herstellungsverfahren Not-in-force EP2138393B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL09460031T PL2138393T3 (pl) 2008-06-23 2009-06-22 Modułowy system pływający

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PL385496A PL215842B1 (pl) 2008-06-23 2008-06-23 Modulowy plywajacy system przeprawowy

Publications (2)

Publication Number Publication Date
EP2138393A1 true EP2138393A1 (de) 2009-12-30
EP2138393B1 EP2138393B1 (de) 2015-09-02

Family

ID=41129124

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09460031.9A Not-in-force EP2138393B1 (de) 2008-06-23 2009-06-22 Modulares treibendes System und Herstellungsverfahren

Country Status (2)

Country Link
EP (1) EP2138393B1 (de)
PL (2) PL215842B1 (de)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011144841A1 (fr) 2010-05-19 2011-11-24 Cubisystem Sarl Point d'ancrage pour structure flottante
KR101126620B1 (ko) 2009-02-10 2012-03-26 부산대학교 산학협력단 공기부양식 조립형 수상 부유체
RU2497737C2 (ru) * 2011-07-26 2013-11-10 Евгений Владимирович Левин Емкость для жидкости, комплект этих емкостей
ITUB20153078A1 (it) * 2015-08-12 2017-02-12 Nrg Energia S R L Elemento galleggiante per realizzare strutture galleggianti per il supporto di pannelli fotovoltaici e metodo per produrre detto elemento galleggiante
RU182194U1 (ru) * 2018-02-26 2018-08-07 Федеральное государственное бюджетное научное учреждение "Государственный научно-производственный центр рыбного хозяйства" Понтонный модуль

Citations (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2879735A (en) * 1955-04-25 1959-03-31 Pointer Robert William Marine float
GB1242765A (en) * 1969-04-25 1971-08-11 Dbp Dredge & Marine Ltd Improvements in and relating to pontoons
FR2198450A5 (de) 1972-09-05 1974-03-29 Haulotte George
US3897741A (en) 1973-03-12 1975-08-05 Patentwerke Anstalt Floating dock structure, and the relative service gangway
GB2170760A (en) 1985-02-08 1986-08-13 Dominion Al Chrome Corp Flotation system
FR2664558A1 (fr) * 1990-07-10 1992-01-17 Fact Anal Scp Plate-forme flottante de dimensions variables a volonte et de fabrication simple et peu couteuse.
AU628589B2 (en) * 1989-06-16 1992-09-17 Industrial Pipe Systems Pty Limited A pontoon
PL158579B2 (pl) 1989-08-29 1992-09-30 Segmentowa bezbalastowa jednostka plywajaca, zwlaszcza pomost lub przystan PL
FR2699496A1 (fr) 1992-12-23 1994-06-24 Veyrieres Philippe Blocs modulaires flottants pour pontons flottants.
FR2699495A1 (fr) 1992-12-23 1994-06-24 Veyrieres Philippe Blocs flottants modulaires pour structures flottantes.
PL297453A1 (en) 1993-02-23 1994-09-05 Kazimierz Kowalski Built-up pontoons
PL312039A1 (en) 1993-06-14 1996-04-01 Boehringer Ingelheim Kg Dispenser for solid therapeutic agents
PL54505Y1 (en) 1992-10-20 1996-09-30 Inst Technicznych Wyrobow Wlok Pontoon
US6145463A (en) * 1998-02-27 2000-11-14 Playstar, Inc. Float apparatus for a floating dock
US6230644B1 (en) 2000-01-27 2001-05-15 Eastern Flotation Systems, Inc. Dock and buoyant module adapted to be connected to a pile
US6431106B1 (en) * 1995-07-11 2002-08-13 Ocean Innovations, Inc. Floating drive-on dry dock assembly
WO2006075831A1 (en) * 2005-01-14 2006-07-20 Sungho Han Assemblable dock system with enhanced durability and its methods of manufacture
US20060226210A1 (en) * 2005-04-12 2006-10-12 Werner Stahlecker Double-walled paperboard cup
EP1733964A1 (de) 2005-06-17 2006-12-20 Jollytech SAS Di Ferdinando Ferraro & C Auftriebsmodul
EP1785265A1 (de) * 2005-11-14 2007-05-16 SEDA S.p.A. Vorrichtung zur Ausformung eine Stapelwulst an einer Behälterwand und Behälter mit derselben
PL63281Y1 (pl) 2003-11-26 2007-07-31 Andrzej Cudny Powtarzalny pomost plywajacy PL PL

Patent Citations (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2879735A (en) * 1955-04-25 1959-03-31 Pointer Robert William Marine float
GB1242765A (en) * 1969-04-25 1971-08-11 Dbp Dredge & Marine Ltd Improvements in and relating to pontoons
FR2198450A5 (de) 1972-09-05 1974-03-29 Haulotte George
US3897741A (en) 1973-03-12 1975-08-05 Patentwerke Anstalt Floating dock structure, and the relative service gangway
GB2170760A (en) 1985-02-08 1986-08-13 Dominion Al Chrome Corp Flotation system
AU628589B2 (en) * 1989-06-16 1992-09-17 Industrial Pipe Systems Pty Limited A pontoon
PL158579B2 (pl) 1989-08-29 1992-09-30 Segmentowa bezbalastowa jednostka plywajaca, zwlaszcza pomost lub przystan PL
FR2664558A1 (fr) * 1990-07-10 1992-01-17 Fact Anal Scp Plate-forme flottante de dimensions variables a volonte et de fabrication simple et peu couteuse.
PL54505Y1 (en) 1992-10-20 1996-09-30 Inst Technicznych Wyrobow Wlok Pontoon
FR2699496A1 (fr) 1992-12-23 1994-06-24 Veyrieres Philippe Blocs modulaires flottants pour pontons flottants.
FR2699495A1 (fr) 1992-12-23 1994-06-24 Veyrieres Philippe Blocs flottants modulaires pour structures flottantes.
PL297453A1 (en) 1993-02-23 1994-09-05 Kazimierz Kowalski Built-up pontoons
PL312039A1 (en) 1993-06-14 1996-04-01 Boehringer Ingelheim Kg Dispenser for solid therapeutic agents
US6431106B1 (en) * 1995-07-11 2002-08-13 Ocean Innovations, Inc. Floating drive-on dry dock assembly
US6145463A (en) * 1998-02-27 2000-11-14 Playstar, Inc. Float apparatus for a floating dock
US6230644B1 (en) 2000-01-27 2001-05-15 Eastern Flotation Systems, Inc. Dock and buoyant module adapted to be connected to a pile
PL63281Y1 (pl) 2003-11-26 2007-07-31 Andrzej Cudny Powtarzalny pomost plywajacy PL PL
WO2006075831A1 (en) * 2005-01-14 2006-07-20 Sungho Han Assemblable dock system with enhanced durability and its methods of manufacture
US20060226210A1 (en) * 2005-04-12 2006-10-12 Werner Stahlecker Double-walled paperboard cup
EP1733964A1 (de) 2005-06-17 2006-12-20 Jollytech SAS Di Ferdinando Ferraro & C Auftriebsmodul
EP1785265A1 (de) * 2005-11-14 2007-05-16 SEDA S.p.A. Vorrichtung zur Ausformung eine Stapelwulst an einer Behälterwand und Behälter mit derselben

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101126620B1 (ko) 2009-02-10 2012-03-26 부산대학교 산학협력단 공기부양식 조립형 수상 부유체
WO2011144841A1 (fr) 2010-05-19 2011-11-24 Cubisystem Sarl Point d'ancrage pour structure flottante
US8790039B2 (en) 2010-05-19 2014-07-29 Cubisystem Sarl Modular floating structures with anti pollution barrier
RU2497737C2 (ru) * 2011-07-26 2013-11-10 Евгений Владимирович Левин Емкость для жидкости, комплект этих емкостей
ITUB20153078A1 (it) * 2015-08-12 2017-02-12 Nrg Energia S R L Elemento galleggiante per realizzare strutture galleggianti per il supporto di pannelli fotovoltaici e metodo per produrre detto elemento galleggiante
WO2017025932A1 (en) * 2015-08-12 2017-02-16 Nrg Energia S.R.L. Floating element for realizing floating structures for supporting photovoltaic panels and method for producing said floating element
US10286984B2 (en) 2015-08-12 2019-05-14 Nrg Energia S.R.L. Floating element for realizing floating structures for supporting photovoltaic panels and method for producing said floating element
RU182194U1 (ru) * 2018-02-26 2018-08-07 Федеральное государственное бюджетное научное учреждение "Государственный научно-производственный центр рыбного хозяйства" Понтонный модуль

Also Published As

Publication number Publication date
PL215842B1 (pl) 2014-02-28
PL2138393T3 (pl) 2015-12-31
PL385496A1 (pl) 2008-12-22
EP2138393B1 (de) 2015-09-02

Similar Documents

Publication Publication Date Title
EP2138393B1 (de) Modulares treibendes System und Herstellungsverfahren
CN110382781B (zh) 用于在海洋环境中利用重力铺设建筑物、设备和风力涡轮机的基础的海事结构
US20160265209A1 (en) Percolation block element, percolation block, and transport unit
US5361930A (en) Two-piece nestable septic tank with integral antifloatation collar
EP2188454B1 (de) Wasserhalteelement, system und verfahren zum bilden einer temporären wasserhaltestruktur
US8528494B2 (en) Modular rough water docking system
US8444348B2 (en) Modular offshore platforms and associated methods of use and manufacture
KR20220095226A (ko) 해양 설비를 지지하기 위한 구조물 및 그 실행 방법(structure for supporting marine installations and procedure for the execution thereof)
US20160138239A1 (en) Caisson
KR100947584B1 (ko) 바지선의 확장 구조 및 그 방법
CN113226916A (zh) 海上结构物用浮体
WO2017126649A1 (ja) 洋上風力発電設備及びその施工方法
KR101806855B1 (ko) 모듈러 호안구조물 및 그 시공방법
KR102166383B1 (ko) 파일 가이드가 연결된 부잔교
EP1733964B1 (de) Auftriebsmodul
US20140007803A1 (en) Modular rough water docking system
EP1996451A1 (de) An mindestens einen weiteren stegkörper anzubindender schwimmender stegkörper
KR20090017001A (ko) 조립식 도크의 연결장치
GB2159468A (en) An offshore vessel
KR102064125B1 (ko) 조인트 파이프를 구비한 부잔교
US20220162825A1 (en) Method for the installation of an offshore maritime structure and offshore maritime structure
KR102316148B1 (ko) 테트라포드 조립체
KR200310145Y1 (ko) 선박 접안시설용 블럭
US20230257084A1 (en) Floating construct
US20240067307A1 (en) Anchoring Floating Structures to an Underwater Floor

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK TR

18D Application deemed to be withdrawn

Effective date: 20100701

17P Request for examination filed

Effective date: 20101018

D18D Application deemed to be withdrawn (deleted)
RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: WOJSKOWA AKADEMIA TECHNICZNA IM. JAROSLAWA DABROWS

RIN1 Information on inventor provided before grant (corrected)

Inventor name: PAKSZYS, MICHAELA

Inventor name: KRASON, WIESLAW

Inventor name: PAKSYS, WALDEMAR

Inventor name: NIEZGODA, TADEUSZ

17Q First examination report despatched

Effective date: 20130108

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20150416

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 746370

Country of ref document: AT

Kind code of ref document: T

Effective date: 20150915

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602009033311

Country of ref document: DE

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 746370

Country of ref document: AT

Kind code of ref document: T

Effective date: 20150902

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151202

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151203

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

Ref country code: NL

Ref legal event code: MP

Effective date: 20150902

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160102

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 602009033311

Country of ref document: DE

Representative=s name: HERNANDEZ, YORCK, DIPL.-ING., DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160104

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602009033311

Country of ref document: DE

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20160407

Year of fee payment: 8

26N No opposition filed

Effective date: 20160603

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: PL

Payment date: 20160406

Year of fee payment: 8

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20160622

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20170228

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160630

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160630

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160630

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160622

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160622

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602009033311

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180103

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20090622

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160622

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: MT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160630

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20170622