WO1985003538A1 - Floating bridge - Google Patents
Floating bridge Download PDFInfo
- Publication number
- WO1985003538A1 WO1985003538A1 PCT/EP1985/000046 EP8500046W WO8503538A1 WO 1985003538 A1 WO1985003538 A1 WO 1985003538A1 EP 8500046 W EP8500046 W EP 8500046W WO 8503538 A1 WO8503538 A1 WO 8503538A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- floating
- floating body
- buoyancy
- float
- lightweight concrete
- Prior art date
Links
- 239000004567 concrete Substances 0.000 claims abstract description 15
- 239000006260 foam Substances 0.000 claims abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 12
- 238000003287 bathing Methods 0.000 claims description 4
- 239000002985 plastic film Substances 0.000 claims description 4
- 229920006255 plastic film Polymers 0.000 claims description 4
- 239000004927 clay Substances 0.000 claims description 3
- 229920000728 polyester Polymers 0.000 claims description 3
- 230000009189 diving Effects 0.000 abstract 2
- 239000000463 material Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000007654 immersion Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009182 swimming Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 229920006328 Styrofoam Polymers 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000011381 foam concrete Substances 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 235000000396 iron Nutrition 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000008262 pumice Substances 0.000 description 1
- 239000008261 styrofoam Substances 0.000 description 1
Classifications
-
- 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
- E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
- E02B3/064—Floating landing-stages
Definitions
- the invention relates to a floating body for use as a floating dock, bathing island, boat dock or the like, consisting of a body to be anchored floating in the water.
- Known floating jetties, jetties or the like generally consist of wood, which are either made buoyant by buoyancy barrels or are firmly anchored to the water bed. Such constructions are also used as swimming islands in swimming pools or in lakes. The local positioning is done on floating docks by anchoring or by means of steel cables, chains or the like.
- the known devices have the disadvantage that both the wood material and the additional buoyancy elements are subjected to severe wear due to weather conditions and the water. This applies in particular to firmly anchored webs with fluctuating water levels. Accordingly, such floating bodies rot in a relatively short time or they become unsightly very quickly.
- the invention has for its object to provide a floating body which does not have the disadvantages described and which is inexpensive and technically simple to manufacture.
- the invention has the advantage over the known floating jetties, jetties, bathing jetties, etc. that a working device was created by means of largely rotting-resistant materials, which can be easily and inexpensively manufactured with flat outer surfaces and is largely insensitive to environmental influences with regard to its service life .
- a shapely design is achieved by the smooth outer surfaces and the risk of injury or damage is also reduced. Due to the large mass, such floating jetties are still in the water even when the waves are swell.
- the invention is based on the known finding that the total weight of the floating body, including the load on it, is equal to the weight of the amount of liquid displaced. From this technical context, the given external dimensions of the float Calculate immersion depth very precisely. In addition, the immersion depth can be increased by additional weights, e.g. B. also increased by additional lightweight concrete or reduced by additional buoyancy.
- the floating body according to the invention is therefore suitable for the most precise laying of such floating docks, bath islands, etc.
- the subclaims provide for further measures to achieve the object according to the invention or for advantageous further training and improvement of the object according to the invention.
- a rigid foam for. B. Styrofoam o. Like. Used, which is welded into a waterproof plastic film.
- the plastic film is recommended because the lightweight concrete shell cannot completely strip the hard foam buoyancy body from the water.
- a buoyancy body made of rigid foam a polyester container filled with air can also be used.
- the polyester shell can be made completely watertight, so that a rot-free floating body is also created here.
- other buoyancy bodies made of other materials can also be used, provided they are suitable as buoyancy bodies.
- the total weight of the floating body is selected such that, with given external dimensions, the immersed volume of the floating body corresponds to approximately 2/3 of the total volume.
- This advantageous embodiment causes 2/3 of the floating dock to be immersed, while 1/3 projects above the water surface.
- it is provided that these can be connected to one another via a type of piano hinge. This has the advantage that the individual floating bodies can swing up and down against each other during waves and do not represent a rigid structure. As a result, the durability of such webs is significantly improved.
- Fig. 2 is a compilation of several floating docks in plan view
- Fig. 3 shows the type of connection between two floating docks.
- the floating body 10 shown in FIG. 1 is constructed as a cuboid 11.
- the floating body 10 consists of an inner buoyancy body 12 which is designed as a rigid foam body in FIG. 1. When using rigid foam, it is enclosed by a waterproof plastic film 13 so that no water can penetrate into the rigid foam.
- the outer shell of the floating body 10 is formed by a lightweight concrete jacket 14, which the buoyancy body fully constantly surrounds.
- the Lei ⁇ htbetonhülle 14 consists of a concrete with light aggregates as it is known under the name expanded clay or pumice, foam concrete.
- the density of this lightweight concrete can be set between 1.0 to 1.5 g / cm 3 . In this way, the weight of the floating body can also be influenced.
- the thickness of the lightweight concrete cover is about 5 - 15 cm. To adjust the draft of the floating dock, the weight can be varied through the lightweight concrete cover, which in turn depends on the shape of the floating body.
- the lightweight concrete casing 14 has a shoulder 16, ie. H. the concrete shell normally protrudes beyond the base body. This shoulder serves as a contact edge or fastening edge for further floating bodies and gives it a certain freedom of movement.
- Fig. 1 the water surface is shown schematically at 17.
- FIG. 2 several floating bodies 10 are connected to one another via hinges 18.
- These hinges 18 are constructed in the manner of a piano hinge, as shown in Fig. 3.
- tube sections 20 are alternately welded to two flat steel irons 19 with respect to the longitudinal direction of the hinge.
- the weld seams are shown schematically at 21.
- An inner round rod 22 then connects the individual pipe sections and assembles the joint.
- the hinge is anchored in the lightweight concrete by means of screws or bolts 23.
- brackets 24 are further anchored laterally, which serve to receive fastening piles 25 which are rammed into the ground 26.
- the floating jetty can move up and down in waves or water level fluctuations without changing its position in the rest.
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Revetment (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEP3404992.4 | 1984-02-11 | ||
DE19843404992 DE3404992A1 (de) | 1984-02-11 | 1984-02-11 | Schwimmsteg |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1985003538A1 true WO1985003538A1 (en) | 1985-08-15 |
Family
ID=6227515
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP1985/000046 WO1985003538A1 (en) | 1984-02-11 | 1985-02-08 | Floating bridge |
Country Status (3)
Country | Link |
---|---|
EP (2) | EP0170701A1 (enrdf_load_stackoverflow) |
DE (1) | DE3404992A1 (enrdf_load_stackoverflow) |
WO (1) | WO1985003538A1 (enrdf_load_stackoverflow) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102017130811A1 (de) * | 2017-12-20 | 2019-06-27 | Michael Kostic | Modul, Anordnung und Verfahren zum Bau einer schwimmenden Plattform |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE29814581U1 (de) * | 1998-08-14 | 1999-09-23 | Meichle, Clemens, 88090 Immenstaad | Schwimmsteg für Wasserfahrzeuge |
DE102020119906A1 (de) | 2020-07-28 | 2022-02-03 | VSG mbH & Co. Energie Nord KG | Umweltfreundlicher Schwimmkörper mit verbesserten Auftriebseigenschaften und erhöhter Kippstabilität |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4028899A (en) * | 1976-01-14 | 1977-06-14 | Carmichael Iii Daniel A | Anchoring system for a floating dock |
GB2055703A (en) * | 1979-08-06 | 1981-03-11 | Builders Concrete Inc | Lightweight concrete marine float |
US4318362A (en) * | 1978-04-13 | 1982-03-09 | Jung Henry W | Floating concrete dock |
-
1984
- 1984-02-11 DE DE19843404992 patent/DE3404992A1/de active Granted
-
1985
- 1985-02-08 EP EP19850901395 patent/EP0170701A1/de not_active Withdrawn
- 1985-02-08 EP EP85101345A patent/EP0152074A1/de not_active Withdrawn
- 1985-02-08 WO PCT/EP1985/000046 patent/WO1985003538A1/de unknown
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4028899A (en) * | 1976-01-14 | 1977-06-14 | Carmichael Iii Daniel A | Anchoring system for a floating dock |
US4318362A (en) * | 1978-04-13 | 1982-03-09 | Jung Henry W | Floating concrete dock |
GB2055703A (en) * | 1979-08-06 | 1981-03-11 | Builders Concrete Inc | Lightweight concrete marine float |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102017130811A1 (de) * | 2017-12-20 | 2019-06-27 | Michael Kostic | Modul, Anordnung und Verfahren zum Bau einer schwimmenden Plattform |
DE102017130811B4 (de) | 2017-12-20 | 2020-06-25 | Michael Jaenicke | Modul, Anordnung und Verfahren zum Bau einer schwimmenden Plattform |
Also Published As
Publication number | Publication date |
---|---|
DE3404992A1 (de) | 1985-08-14 |
EP0152074A1 (de) | 1985-08-21 |
DE3404992C2 (enrdf_load_stackoverflow) | 1992-02-20 |
EP0170701A1 (de) | 1986-02-12 |
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Legal Events
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AK | Designated states |
Designated state(s): DK FI NO US |
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AL | Designated countries for regional patents |
Designated state(s): AT BE CH DE FR GB LU NL SE |