EP0170701A1 - Schwimmsteg - Google Patents

Schwimmsteg

Info

Publication number
EP0170701A1
EP0170701A1 EP19850901395 EP85901395A EP0170701A1 EP 0170701 A1 EP0170701 A1 EP 0170701A1 EP 19850901395 EP19850901395 EP 19850901395 EP 85901395 A EP85901395 A EP 85901395A EP 0170701 A1 EP0170701 A1 EP 0170701A1
Authority
EP
European Patent Office
Prior art keywords
floating
floating body
buoyancy
float
lightweight concrete
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.)
Withdrawn
Application number
EP19850901395
Other languages
German (de)
English (en)
French (fr)
Inventor
Hans Josef Rinninger
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.)
Hans Rinninger u Sohn GmbH u Co
Original Assignee
Hans Rinninger u Sohn GmbH u Co
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 Hans Rinninger u Sohn GmbH u Co filed Critical Hans Rinninger u Sohn GmbH u Co
Publication of EP0170701A1 publication Critical patent/EP0170701A1/de
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/062Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
    • E02B3/064Floating 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)
EP19850901395 1984-02-11 1985-02-08 Schwimmsteg Withdrawn EP0170701A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3404992 1984-02-11
DE19843404992 DE3404992A1 (de) 1984-02-11 1984-02-11 Schwimmsteg

Publications (1)

Publication Number Publication Date
EP0170701A1 true EP0170701A1 (de) 1986-02-12

Family

ID=6227515

Family Applications (2)

Application Number Title Priority Date Filing Date
EP19850901395 Withdrawn EP0170701A1 (de) 1984-02-11 1985-02-08 Schwimmsteg
EP85101345A Withdrawn EP0152074A1 (de) 1984-02-11 1985-02-08 Schwimmsteg

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP85101345A Withdrawn EP0152074A1 (de) 1984-02-11 1985-02-08 Schwimmsteg

Country Status (3)

Country Link
EP (2) EP0170701A1 (enrdf_load_stackoverflow)
DE (1) DE3404992A1 (enrdf_load_stackoverflow)
WO (1) WO1985003538A1 (enrdf_load_stackoverflow)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29814581U1 (de) * 1998-08-14 1999-09-23 Meichle, Clemens, 88090 Immenstaad Schwimmsteg für Wasserfahrzeuge
DE102017130811B4 (de) * 2017-12-20 2020-06-25 Michael Jaenicke Modul, Anordnung und Verfahren zum Bau einer schwimmenden Plattform
DE102020119906A1 (de) 2020-07-28 2022-02-03 VSG mbH & Co. Energie Nord KG Umweltfreundlicher Schwimmkörper mit verbesserten Auftriebseigenschaften und erhöhter Kippstabilität

Family Cites Families (3)

* Cited by examiner, † Cited by third party
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
US4318361A (en) * 1979-08-06 1982-03-09 Builders Concrete, Inc. Lightweight concrete marine float and method of constructing same

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO8503538A1 *

Also Published As

Publication number Publication date
EP0152074A1 (de) 1985-08-21
DE3404992C2 (enrdf_load_stackoverflow) 1992-02-20
WO1985003538A1 (en) 1985-08-15
DE3404992A1 (de) 1985-08-14

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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

Designated state(s): AT BE CH DE FR GB LI LU NL SE

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

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 19860122

RIN1 Information on inventor provided before grant (corrected)

Inventor name: RINNINGER, HANS, JOSEF