EP1966037B1 - Plattform mit festgelegter struktur auf wasser - Google Patents
Plattform mit festgelegter struktur auf wasser Download PDFInfo
- Publication number
- EP1966037B1 EP1966037B1 EP06836010A EP06836010A EP1966037B1 EP 1966037 B1 EP1966037 B1 EP 1966037B1 EP 06836010 A EP06836010 A EP 06836010A EP 06836010 A EP06836010 A EP 06836010A EP 1966037 B1 EP1966037 B1 EP 1966037B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- floats
- platform
- water
- float
- air
- 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.)
- Not-in-force
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Classifications
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- 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
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B1/00—Hydrodynamic or hydrostatic features of hulls or of hydrofoils
- B63B1/02—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
- B63B1/10—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls
- B63B1/107—Semi-submersibles; Small waterline area multiple hull vessels and the like, e.g. SWATH
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
- B63B21/50—Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
- B63B21/24—Anchors
- B63B21/26—Anchors securing to bed
- B63B21/29—Anchors securing to bed by weight, e.g. flukeless weight anchors
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- 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
- B63B35/50—Vessels or floating structures for aircraft
- B63B35/53—Floating runways
Definitions
- the present invention relates to the fixed structure techniques such as any kind of house, garden, road, airport, car park, children's park and holiday village built on water in the seas, lakes and rivers.
- a big proportion of the earth surface covered with the continents comprises the mountains, streams, lakes, forests, agricultural fields, deserts and excessively dry, hot or cold regions unsuitable for urbanization. In this case, it has started to become important to gain land from the seas and the lakes in the regions where the continents joint the seas suitable for the settling of people.
- the twists, longitudinal ditches, running of water over the runway and the shakes due to the waves may make it impossible for the airplanes to land on the runway.
- the tolerable ditches, twists and shakes are very restricted for an airplane that lands on the runway tangentially with a velocity of above two hundred kilometers per hour.
- the platforms placed on the floats and the pontoons sometimes make it impossible to have a structure of runway where the airplane may land on.
- the floating runway project developed to expand the San Francisco airport titled "San Francisco floating runway expansion proposal" (web page: www.floatinc.com ) was rejected for such technical reasons in the year 1999.
- the object of our invention which relates to the fixed structure techniques such as any kind of house, garden, road, airport, car park, children's park and holiday village built on water in the seas, lakes and rivers is to eliminate completely 12 problems present in the floating systems and to eliminate completely or to a great extent 5 problems present in the stake systems.
- the basic logic of our invention is to get rid of the problems encountered with the prior art by submerging by force the floats and the pontoons lighter than water to a depth of like 3-5 meter from the water surface, with a view to completely get rid of the complicated forces of the waves, to completely eliminate the impacts of the strong winds and to avoid to a great extent the influences of the surface currents.
- the floats and the pontoons submerged by force using a weight greater than buoyancy do not loose any of their buoyancy. Said problems are eliminated by moving the same to a water level where their buoyancy remains the same, but they are protected from the effects of the surface waves, surface currents and the strong winds.
- the steel ropes with adjustable length used to submerge the components to a depth of 3-5 meter from the water surface, due to their small bending margin, carry to a great extent the stability of the water floor vertically onto the float.
- the float or the pontoon that continuously produces buoyancy to vertically get out of the water takes on a dynamic function. It is rather easy to produce the steel or concrete columns with round shape to carry the stable dynamic buoyancy of said float or the pontoon onto the platform to be placed outside the water.
- the columns between the platforms and the float or the pontoon carry the stability of the floor onto the platform indirectly, by means of the ropes.
- the length of the columns that provide connection between the pontoon or the float submerged in water by means of weight and the platform on the water must be adjusted in such a way that the platform on the water will be located sufficiently upwards to avoid the impact of the surface waves.
- the waves may influence only the columns with a round form.
- the forces acting on the overall surfaces of said columns are negligibly small.
- the pontoons and the floats are submerged and fixed up to a certain depth of water by means of the steel rope mechanism with adjustable length, using the weights close to twice of the buoyancy, in order to prevent them from being affected by the waves on the water level and the rises and the falls in the water level. Consequently, said floats or pontoons having strength suitable for the water pressure attain a vertical mechanical stability close to the dynamic ground stability, whereby they always try to get out of water, but they can go neither downwards nor upwards as they are fixed to the weight on the floor.
- This simple balanced system reflects the principle of the floats (23) and steel floats (22) filled with air (12) according to the invention.
- the chipboard platform (7) with a suitable size on the legs of the table (8) extending out of water.
- This experiment gives the same conditions and results for the glass shaped hollow steel floats (22) (see Figure-3).
- the system will be observed to be influenced by the waves (11) on the water surface (5) only to a negligible extent.
- the concrete float (23) with an open bottom side will be seen to provide the same function, when used in place of the concrete pontoon closed on all sides and filled with foam. In the buoyancy calculations, it must be taken into account that the water (10) will fill the gap of air compressed by the water pressure and reduced slightly in volume.
- the floating systems As the example of floating system, the platform with balls (17), the platform with bucket (18), the platform with steel floats with an open bottom side (19) and the concrete platform filled with air with an open bottom side (25) are shown respectively in Figure-1, Figure-2, Figure-3 and Figure-4.
- the floating systems are open to and unprotected against any effect of the waves, currents, storms and water level variations. They may be partially protected against some of said impacts by way of connecting to the floor or the shore by means of ropes.
- a stand (28) is placed on the inverted bucket (15) which submerged by means of weight (4) in the water (10) filled into the glass jar (29).
- Playing cards (27) are arranged symbolically on the stand (28) in such a way that they are very easy to collapse. It was observed that the playing cards (27) do not collapse even when the water (10) is caused to break into waves.
- the column (21) centered and reinforced by 8 ribs (30) on the inside must be made of preferably seamless pipe with suitable diameter and high wall thickness.
- the rope (3) and the pipe (33) with suitable diameter serving to convey the water (10) and air (12) and extending up to the lower sections of the column pass.
- Said pipe (33) open to water on the lower end and connected to the rope length adjustment outlet (34) close to the platform (7) on the upper end makes up for the reduced amount of air in the float (22) by means of pressurized air (12), when necessary. It must be of a sufficiently large inner diameter so that it will not hinder the re-adjustment of the rope (3) length when needed.
- the warm floor water sucked through this pipe (33) must be of such an amount to allow the circulation thereof from the platform (7) serpentine system by means of the circulation motors. In this way, icing is prevented on the platform surface which is open on the bottom and the top to the weather conditions.
- Figure-12 shows the positioning of the connection ratchets (35) and the rope connection handle (40) in the steel float (22) with the bottom side open
- Figure-13 shows their details.
- the flange (20) connecting the column (21) with the platform (7) and 4 bolt holes (37) which enable securing said flange by means of bolts to the platform (7) may be seen.
- 8 reinforcing ribs (30) are welded to the point where the column is connected to the flange plate (20).
- Figure-15 showing the three-dimensional partial section view of the steel float (22) with bottom side open, the way in which the steel guide pipe (33) at the center of the float (22) is centered in the regions close to the bottom by means of 8 centering rods (38) may be seen. Said centering centers the suspension force from the floor by means of the rope (3) and is also important in vertical balancing of the float (22).
- FIG-16 6 pieces of the concrete floats (23) with bottom side open are shown in cross-section in the form of a single unit, where it may also be seen that the number of cells of the float (23) may be increased and enlarged to the extent allowed by the size of the big moulds.
- Figure-18 shows the details of the rope pipe (33) along with the details of the rope length adjustment outlet (34), which also enables the air and water discharge, where the ironstones (42) of the column (21) with semi-circular cross section cast in combined mould with the concrete float with round sides facing one another may also be seen.
- a pipe is passed inside the column (21) with a semi-circular cross section, which pipe connects to the float (23) by means of the column (21) starting under the concrete platform (7), passes through the side screen wall of the float (23) and extends up to the concrete projecting handles (43) connecting the floats (23) with the weights (4).
- the upper end of this pipe starts immediately below the column ironstones (42) and extends up to under the concrete projecting handles (43) connecting the weight (4).
- Said pipe (33) takes on 3 functions, namely making up for the amount of air lost from the float, sucking from the bottom the serpentine (47) water and being the rope length adjustment outlet (34).
- Figure-23 shows how the concrete float (23) blocks in the form of 10-cell monoblock are brought side by side, are connected to one another by way of clamping from the columns (21) and how the monoblock platform (7) may be easily cast on the water using wooden moulds from below, as in adding a storey in a construction.
- Figure-24 shows in detail how two columns (21) with semi-circular cross section of two concrete floats (23) brought side by side are converted to a cylindrical (45) column (21). Reference to the horizontal sectional view in Figure-25, it is possible to understand at what depth from the water level (5) the monoblock concrete floats (23) with bottom side open brought side by side will be submerged.
- a three-dimensional airplane runway section is formed by connecting the weights (4) with the float (23) units by means of the ropes (3), connecting the float (23) units to one another by means of clamps from the columns (21), adjusting the rope (3) lengths, aligning all the float (23) units to the same level and completing the cast of the monoblock concrete platform (7) over the column ironstones (42) by means of the moulds.
- the weight connecting handles (41) are seen in a detailed view of the rope (3) connections of the weights (4).
- Figure-28 illustrates the sectional view of the completed runway and the water level (5).
- the concrete floats (23) are submerged and secured in the water (10) up to the half length of the columns (21), by means of the ropes (3) connected with the weights (4) arranged on water (10) floor.
- the oscillations are minimized in every direction by occasionally employing transversal and longitudinal crosswise ropes (26).
- Figure-29 illustrates the transversal crosswise rope connection (26), weight (4), concrete float (23), column (21) and platform (7) in transverse cross section, as well as the water level.
- Figure-30 includes the detailed view showing the necessity to secure to one another the crosswise rope connections (26).
- Figure-31 is a cross sectional view illustrating how the rope (3) lengths will be regulated in cases where the water (10) floor is not smooth and how the runway formed by the concrete floats (23) will be positioned in a flat manner. As seen in the figures, the floats (23) are always adjusted so that they are submerged in water (20) by half, with the steel floats (22) being included. The distances from the wave peaks and the wave pits to the platform (7) and the concrete float (23) surface must always be equal.
- 18-cell independent steel floats (22) with bottom side open are converted to monoblock by bringing side by side the ratchets thereof and clamping the same.
- the parts (20) connecting the columns to the platform are used. Said connection is provided by passing the bolts through the bolt hole (37).
- a three-dimensional airplane runway section is formed by connecting the weights (4) with the float (22) units by means of the ropes (3), clamping the float (22) units to one another by means of ratchets (35) to form steel floats (22) in the form of monoblock, adjusting the rope (3) lengths, aligning all the float (22) units to the same level and completing the cast of the monoblock concrete platform (7) over the column connecting pieces (20) by means of the moulds.
- the present invention may be used to construct roads, bridges, car parks, airports, houses, amusement centers, business centers, social facilities, sport complexes, concert centers, earthquake houses, agricultural fields and the road connections between the islands, between the islands and the shores and between the shores and in all the fixed structures on the platforms, owing to the formation of the platforms suitable for any fixed structure on the water having high stability even in deep waters.
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- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Civil Engineering (AREA)
- Fluid Mechanics (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Structural Engineering (AREA)
- Aviation & Aerospace Engineering (AREA)
- Revetment (AREA)
- Bridges Or Land Bridges (AREA)
- Road Signs Or Road Markings (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Aiming, Guidance, Guns With A Light Source, Armor, Camouflage, And Targets (AREA)
- Ladders (AREA)
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
- Cleaning Or Clearing Of The Surface Of Open Water (AREA)
Claims (14)
- Eine stabile Platform, dadurch gekennzeichnet dass, um auf den Seen, Flusen, Baechen; Haeuser, Gaerten, Strassen, Flughacfen, Parkplaetze, Parkplaetzen, Urlaubsdörfer zu verschaffen, sowie jegliche Art von allen stabilen Gebaeuden zu bauen; wobei die stabile Plattform aus,- einer Plattform (7)- Mit Luft gefüllten Schwimmer, deren untere Seite offen sind (22),- Gewichten (4)- Seilen (3), die die Gewichten (4) und die mit Luft gefüllten Bojen, deren untere Seiten offen sind (22), besteht;- Die mit Luft gefüllten Schwimmer, deren untere Seiten offen sind (22), bestehen aus Beton und Stahl, und befinden sich drei bis fünf Meter unter dem Wasser (10), in dem sie in Sicherheit aufbewahren könnten, und die mit Luft gefüllten Schwimmer, deren untere Seiten offen sind (22) sorgen dalür, dass eine Energie gegen Versenkung entsteht und aus diesem Anlass draengeln sie immer nach oben auf das Wasser (5); die mit Luft gelüllten Schwimmer, deren untere Seiten offen sind (22) und an der mehrfach gebundene Seilen (3) gespannt sind, sorgen dafür, dass sie die Plattform (7) immer auf dem selben Stand halten, ausserdem um es zu verhindern, dass diese Plattform (7) durch laengere Wellen, starke Sturm und durch die Bewegungen im Meer ihren Platz wechselt, wird bevorzugt, dass die mit Luft gefüllten Schwimmer, deren untere Seiten offen sind (22) aus Stahl bestehen, galvanisiert und gefaerbt sind, damit die Plattform (7) auch keine Versunkungsgefahr hat und deren Tragbarkeit gesichert ist.- Die Seilen (3) sind zu jedem mit Luft gefüllten Schwimmer, deren untere Seiten offen sind (22) gleich entfernt und sorgen dafür, dass sie sich in der selben Tiefe befinden und;- mit Luft gefüllten Schwimmer, deren untere Seiten offen sind (22)- mindestens ein Balken(30), der durch eine Saeule verstaerkt wird,- eine Bindeseile (3), die zusammen mit einem Rohr (33) die Gewichte binden,- einen tragende Saeule (21), disc an den Balken (30) gebunden sind.- eine zentierende Stange (38), die sich in der naehe von der offen Seite der Schwimmer befindet,- ein Seilbindekurbel, der quer steht (40),- Klammem, die die Schwimmer zusammen binden (35),- Ein Bindellansch (20), der die Verbindung zur Plattform (7) herstellt und an der unteren Seite des Bindeflansches (20) muss ein Stengel (34) befestigt sein, um die Laenge des Seils einstellen zu können.- die obere Seite der entsprechenden Schwimmer (22) müssen konisch und die untere Seite offen sein, die Plattendichte der Schwimmer (22) muss in der Richtung nach unten abnehmen, stark gegen Oxidation und darf nicht leicht verderben und um die bessere Bindung zu erstellen werden die Schwimmer ein modularen Aufbau aufweisen wobei die Schwimmer (22), mit tragende Saeule (21) auf der Plattform befestigt, und die Bindeflansche (20) mit der o.g. Saeulen (21) auf der Plattform (07) vorgesehen sind.
- Stabiler Plattformaufbau nach Anspruch 1, dadurch gekennzeichnet, dass aus mehrere Stangen (41) aufweisst, die von innen Stahlseile (3) geführt und nach oben befestigt wird, wobei die untere Teile, Füsse und Gewichte aufweissen, dadurch eine stabile Plattform ausbildet, wobei mit Beton verstaerkte Gewichte (4) aus Meerwasser stabilen Stahlbeton vorgesehen ist.
- Stabiler Plattforrnaulbau nach Anspruch 1, dadurch gekennzeichet, dass mit hohe Toleranz und mit möglichst wenig Spielraum zu biegen, vorzugsweise verzinkte Seile abgedeckt, um gegen Korrosion und Oxidation auzubewahren, einschließlich der Festsetzung eines Endes mit Klammern, die auf das Gewicht des Armes (41) zu schützen, um zu einem anderen Ende der sechs offenen angeschlossen interne luftgefüllten Schwimmer (22) durch die zentrale Achse der Luftleitung (33) zu durchlaufen, und stammen aus einem Punkt am unteren Rand der Plattform und Klemmen zum Einstellen der Länge.
- Stabiler Plattformaufbau nach Anspruch 1, dadurch gekennzeichnet, dass Oszillation in horizontaler Richtung zu minimieren Querverbindung (26) und Gewicht (4) des Seils (3) auf die Länge der oberen Mitte Achsrohr (33) der Sub-Plattform (7), wobei die Gewichte (4) einfach mit vertikalen Versenkungsgefahr und eine flache verbindung aufweisst.
- Stabiler Plattformaufbau nach Anspruch 1, dadurch gekennzeichnet, dass im Rahmen der Luftkammer und eine poröse Struktur verborgen gehalten, vorzugsweise auf der Basis von Stahlbeton in Einheit ereignete sich sechs der offenen Abdecken luftgefüllten Schwimmer (22), einschlicßlich der Arme (43) und der Betonplatte (7) Betonblöcke auf die Spalten fest gewährleisten, mehr als eine haben, Gewichte (4) um die Verbindung zu gewährleisten, ist es in den unteren Teilen des Betons Rippen platziert und eine Dicke von mehr als einer im geringsten von Betonwänden (44) gehalten werden können und gesiebt mit einem Mono-Block-Gerät, um miteinander und nebeneinander aufgeplatzen werden, um eine modulare Struktur haben.
- Stabiler Plattformaufbau nach Anspruch 1, dadurch gekennzeichnet, dass die Platform (7) des Dickdarms Eisenblöcke (42) mit dicken Querschnitten auf der Plattform (7), wobei Querschnitte der Säulen (21) durch die Ausdünnungsweg von den Säulen (21) zwischen der leicht kuppelförmigen Struktur (46) der Plattform (7) aufweissen.
- Stabiler Plattformaufbau nach Anspruch 1. dadurch gekennzeichnet, dass die Schwimmer (22) auf die gesamte Außenfläche der Bewehrung in die leere Spalte mit der Methode (21) und Schwimmer (22) ist durch die Bereitstellung der Verbindung aufweissen.
- Stabiler Plattformaufbau nach Anspruch 1, dadurch gekennzeichnet, dass wachsende von unten mit mehreren Abschnitten aus Stahlblech Beschichtung (48) sechs offenen-luftgefüllten Stahl Schwimmer (22) durch die Verwendung von Produktion umfasst.
- Stabiler Plattformaufbau nach Anspruch 1, dadurch gekennzeichnet, dass einzelne Spalte (21) durch-Plattform (7), nach Schwimmer (22) übertragen werden, um den Druck auszugleichen, Kräfte der Beschichtung zu erfüllen und gegen konische Verzinkung (36) und maximale Dicke der Schicht durch den Einbau von festen Plattform umfasst.
- Stabiler Plattformaufbau nach Anspruch 1, dadurch gekennzeichnet, dass breite (10) durch eine verstärkte interne Zentrierung und Dickdarm (21), vorzugsweise mit einer Menge von Wandstärke und Durchmesser geeignet, um in einem Stück nahtloser Schlauch umfasst.
- Stabiler Plattformaufbau nach Anspruch 1, dadurch gekennzeichnet, dass Anschluss Seil (3) und den Luftdurchlass Schwimmer (22, 23), wo das Stahlrohr (22, 23) aus dem unteren Ende der Verlängerung verlängern, um einen Link durch den Einbau von festen Plattform umfasst.
- Stabiler Plattformaufbau nach Anspruch 1, dadurch gekennzeichnet, dass Schwimmer unter der Wasseroberfläche eines nach dem anderen, anstatt des neuen Schwimmer auf Lastkähne zufügen können, und das modifizierte Betonschwimmcr (23) und Stahlschwimmer (22) cinen modularen Aufbau aufweisst.
- Stabiler Plattformaufbau nach Anspruch 1, dadurch gekennzeichnet, dass Stahlseil (3) und die Luftleitung (33) aus dem warmen Wasser des Meeres an der Unterseite der Plattform (7) in angemessenen Abständen während betonieren und enteisen eine Heizwendel (47) aufweisst.
- Stabiler Plattformaufbau nach Anspruch 1, dadurch gekennzeichnet, dass Schwimmer (22-23), darunter verringert die Menge der Druckluft in die Menge der Luft auf das gewünschte Niveau von Dickdarm (21) Zunahme der Entstehung der Luftleitung Druck mit Zellen zwingt die Luft für die Luft-Füllsystem umfasst.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TR2005/05181A TR200505181A2 (tr) | 2005-12-23 | 2005-12-23 | Su üstünde sabit yapılanma platformu |
PCT/TR2006/000072 WO2007073359A2 (en) | 2005-12-23 | 2006-12-20 | Fixed structure platform on water |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1966037A2 EP1966037A2 (de) | 2008-09-10 |
EP1966037B1 true EP1966037B1 (de) | 2011-02-16 |
Family
ID=38189108
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP06836010A Not-in-force EP1966037B1 (de) | 2005-12-23 | 2006-12-20 | Plattform mit festgelegter struktur auf wasser |
Country Status (13)
Country | Link |
---|---|
US (1) | US20090217856A1 (de) |
EP (1) | EP1966037B1 (de) |
KR (1) | KR20080090456A (de) |
CN (1) | CN101389527A (de) |
AT (1) | ATE498543T1 (de) |
AU (1) | AU2006327288A1 (de) |
CA (1) | CA2634916A1 (de) |
DE (1) | DE602006020175D1 (de) |
EA (1) | EA014336B1 (de) |
IL (1) | IL192396A0 (de) |
MX (1) | MX2008008243A (de) |
TR (1) | TR200505181A2 (de) |
WO (1) | WO2007073359A2 (de) |
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DE102018124072A1 (de) * | 2018-09-28 | 2020-04-02 | GICON-Großmann Ingenieur Consult GmbH | Schwimmende Gründung eines Brückenpfeilers |
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CN104743080A (zh) * | 2015-04-06 | 2015-07-01 | 陈佳宇 | 浮体单元及由浮体单元组成的水上管线支撑*** |
CN104843151A (zh) * | 2015-04-06 | 2015-08-19 | 陈佳宇 | 由浮体单元组合构成的海上发电平台及其安装方法 |
CN104802949A (zh) * | 2015-04-06 | 2015-07-29 | 陈佳宇 | 一种浮体单元及组合式水上平台 |
CN107280771B (zh) * | 2016-03-31 | 2024-05-10 | 北京中医药大学 | 模拟海洋长航状态下的生命体实验装置 |
CN106544942B (zh) * | 2016-11-03 | 2018-08-17 | 东莞市联洲知识产权运营管理有限公司 | 一种防淹马路 |
CN106592356B (zh) * | 2016-11-03 | 2018-12-18 | 胡元运 | 一种浮动马路 |
KR101886815B1 (ko) * | 2017-05-30 | 2018-08-08 | 이현용 | 반부력 지지형 고정식 해상공항 |
CN111645819B (zh) * | 2020-06-15 | 2021-06-29 | 黄芳 | 稳定悬浮的海上浮动平台 |
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Publication number | Priority date | Publication date | Assignee | Title |
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US1511153A (en) * | 1922-11-07 | 1924-10-07 | Edward R Armstrong | Sea station |
US1670524A (en) * | 1927-08-18 | 1928-05-22 | Gustave M Sachs | Sea air port |
US1847551A (en) * | 1930-04-14 | 1932-03-01 | Internat Aerdrome And Seadrome | Seadrome or airplane landing |
US2399611A (en) * | 1942-05-14 | 1946-05-07 | Edward R Armstrong | Submersible seadrome |
US3702105A (en) * | 1971-03-17 | 1972-11-07 | Lummus Co | Deep water drilling rig |
RU2174930C2 (ru) * | 1999-07-07 | 2001-10-20 | Кузьмин Александр Сергеевич | Плавучая полупогружная ледостойкая платформа а.с.кузьмина |
-
2005
- 2005-12-23 TR TR2005/05181A patent/TR200505181A2/xx unknown
-
2006
- 2006-12-20 KR KR1020087018179A patent/KR20080090456A/ko not_active Application Discontinuation
- 2006-12-20 MX MX2008008243A patent/MX2008008243A/es not_active Application Discontinuation
- 2006-12-20 EA EA200801503A patent/EA014336B1/ru not_active IP Right Cessation
- 2006-12-20 CA CA002634916A patent/CA2634916A1/en not_active Abandoned
- 2006-12-20 US US12/158,981 patent/US20090217856A1/en not_active Abandoned
- 2006-12-20 DE DE602006020175T patent/DE602006020175D1/de active Active
- 2006-12-20 CN CNA2006800533550A patent/CN101389527A/zh active Pending
- 2006-12-20 WO PCT/TR2006/000072 patent/WO2007073359A2/en active Application Filing
- 2006-12-20 AU AU2006327288A patent/AU2006327288A1/en not_active Abandoned
- 2006-12-20 AT AT06836010T patent/ATE498543T1/de not_active IP Right Cessation
- 2006-12-20 EP EP06836010A patent/EP1966037B1/de not_active Not-in-force
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2008
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2015133661A1 (ko) * | 2014-03-04 | 2015-09-11 | 울산대학교 산학협력단 | 공항이 구비된 부유식 해상 플랫폼 |
DE102018124072A1 (de) * | 2018-09-28 | 2020-04-02 | GICON-Großmann Ingenieur Consult GmbH | Schwimmende Gründung eines Brückenpfeilers |
DE102018124072B4 (de) | 2018-09-28 | 2023-03-23 | GICON-Großmann Ingenieur Consult GmbH | Schwimmende Gründung eines Brückenpfeilers |
Also Published As
Publication number | Publication date |
---|---|
DE602006020175D1 (de) | 2011-03-31 |
WO2007073359A2 (en) | 2007-06-28 |
CN101389527A (zh) | 2009-03-18 |
WO2007073359A3 (en) | 2008-07-17 |
IL192396A0 (en) | 2009-08-03 |
CA2634916A1 (en) | 2007-06-28 |
ATE498543T1 (de) | 2011-03-15 |
EA200801503A1 (ru) | 2009-04-28 |
TR200505181A2 (tr) | 2007-07-23 |
KR20080090456A (ko) | 2008-10-08 |
AU2006327288A1 (en) | 2007-06-28 |
MX2008008243A (es) | 2008-11-14 |
EA014336B1 (ru) | 2010-10-29 |
US20090217856A1 (en) | 2009-09-03 |
EP1966037A2 (de) | 2008-09-10 |
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