DE2603419A1 - Wave protection plate for working platforms - has sloped or stepped perforated plates attached to platform edge - Google Patents
Wave protection plate for working platforms - has sloped or stepped perforated plates attached to platform edgeInfo
- Publication number
- DE2603419A1 DE2603419A1 DE19762603419 DE2603419A DE2603419A1 DE 2603419 A1 DE2603419 A1 DE 2603419A1 DE 19762603419 DE19762603419 DE 19762603419 DE 2603419 A DE2603419 A DE 2603419A DE 2603419 A1 DE2603419 A1 DE 2603419A1
- Authority
- DE
- Germany
- Prior art keywords
- protection device
- shaft protection
- water
- platforms
- sloped
- 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- Withdrawn
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 15
- 238000007654 immersion Methods 0.000 claims description 2
- 238000005553 drilling Methods 0.000 abstract description 2
- 230000001012 protector Effects 0.000 abstract 2
- 230000001914 calming effect Effects 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000010626 work up procedure Methods 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Earth Drilling (AREA)
- Revetment (AREA)
Abstract
Description
Wellenschutz-Einzichtung für ArbeitsplattformenShaft protection device for work platforms
oder künstliche bzw. natürliche Inseln, die von Wasser umgeben sind.or artificial or natural islands surrounded by water.
Arbeitsplattformen im offenen Meer werden wegen der Wellenbewegungen auf langen Pfahlen, die bis auf den Grund hinabreichen, soweit über der Wasseroberfläche errichtet, daß sie von den Wellenbewegungen des Wassers nicht mehr erreicht werden.Working platforms in the open sea are because of the wave movements on long stakes that reach down to the bottom, as far above the surface of the water built so that they can no longer be reached by the waves of the water.
Diese Arbeitsplattformen, z.B. für Bohrtürme, Förderanlagen, Transportanlagen usw. erfordern für ihre Gründung im Meer aber eine aufwendige Stahl- oder Betonkonstruktion.These work platforms, e.g. for drilling rigs, conveyor systems, transport systems etc. require an elaborate steel or concrete structure for their foundation in the sea.
Aus Kostengründen - die in einem gewissen tragbaren Verhältnis zum möglichen wirtschaftlichen Erfolg stehen müssen - und auch wegen technischer Grenzen, wird eine auf festen Beinen stehende Arbeitsplattform nur bis zu bestimmten Wassertiefen eingesetzt werden können.For reasons of cost - which is in a certain affordable relation to the possible economic success - and also because of technical limits, a work platform standing on firm legs will only work up to certain water depths can be used.
Außerdem ist eine Be- und Entladung von Schiffen im Bereich von fest auf Beinen stehenden Arbeitsplattformen - wie auch im Bereich von schwimmenden Arbeitsplattformen - im bewegten Wasser nicht möglich.In addition, the loading and unloading of ships is stuck Work platforms standing on legs - as well as in the area of floating work platforms - not possible in moving water.
Der Erfindungsgedanke geht deshalb davon aus, gegründete oder schwimmende Arbeitsplattformen mit einer Wellenschutz-Einrichtung auszurüsten, die praktisch jede Wellenbewegung im Bereich der Arbeitsplattformen verhindert.The inventive idea therefore assumes established or floating Equip work platforms with a shaft protection device that is practical prevents any wave movement in the area of the work platforms.
Die Wellenschutz-Einrichtung besitzt wegen verschieden hoher Wasserstände keine feste Grundung und wird nur durch eine Verankerung über Ketten oder Seile mit dem Meeresboden verbunden oder wird auch durch eigene Arbeitskräfte und Steuerungseinrichtungen gemeinsam mit der Arbeitsplattform oder auch getrennt von der Arbeitsplattform in ihrer Lage gehalten.The wave protection device has because of different high water levels no solid foundation and is only anchored by chains or ropes connected to the seabed or is also made possible by its own manpower and control facilities together with the work platform or separately from the work platform in held their position.
Die Wellenschutz-Einrichtung besteht ihrer Form nach aus einer Konstruktion, die die Energie ankommender Wellen vernichtet.The shape of the shaft protection device consists of a construction, which destroys the energy of incoming waves.
Ein Ausführungsbeispiel ist in Abb. 1 dargestellt, die aus einer Auflaufschräge 1 besteht In der Auflaufschräge 1 sind Löcher oder Durchbrüche 2 vorhanden, die einen Austausch von Wasser der Ober- oder Unterseiten zulassen. Die Löcher oder Durchbrüche können verschiedene Größen besitzen und zum Beispiel an der Seite, von der die Wellen kommen größer sein und allmählich in Richtung des ablaufenden Wassers kleiner werden.An embodiment is shown in Fig. 1, which consists of a run-up slope 1 consists In the run-up slope 1 there are holes or openings 2 that allow an exchange of water on the top or bottom. The holes or Breakthroughs can be of different sizes and, for example, on the side of which the waves come in will be bigger and gradually towards the draining water get smaller.
Nach Abb. 2 ist an die Auflaufschräge 1 eine horizontal liegende Fläche 3 angebracht, auf der von der Auflauf schräge überlaufendes Wasser weiter verlaufen und beruhigt werden kann.According to Fig. 2, the run-up slope 1 is a horizontally lying surface 3 attached, on which water overflowing from the ramp continue to run and can be reassured.
In Abb. 3 ist eine treppenförmige Auflauf schräge 1 gezeigt.In Fig. 3 a stepped ramp slope 1 is shown.
Abb. 4 zeigt eine im Wasser waagerecht liegende Auflauffläche 1 die mit Löchern oder Durchbrüchen 2 versehen ist, die an der Seite,von der die Wellen kommen, größer sind und allmählich in Richtung des ablaufenden Wassers kleiner werden können.Fig. 4 shows a run-up surface 1 lying horizontally in the water is provided with holes or breakthroughs 2 on the side of which the shafts come, are bigger and gradually get smaller towards the draining water can.
Die Auftriebkörper 4 sitzen von der Eintauchkante ein bestimmtes Maß zurück, um ein Einschneiden an einer bestimmten Stelle einer ankommenden Welle zu ermöglichen.The buoyancy bodies 4 sit a certain amount from the immersion edge back to cut an incoming wave at a specific point enable.
L e e r s e i t eL e r s e i t e
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19762603419 DE2603419A1 (en) | 1976-01-30 | 1976-01-30 | Wave protection plate for working platforms - has sloped or stepped perforated plates attached to platform edge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19762603419 DE2603419A1 (en) | 1976-01-30 | 1976-01-30 | Wave protection plate for working platforms - has sloped or stepped perforated plates attached to platform edge |
Publications (1)
Publication Number | Publication Date |
---|---|
DE2603419A1 true DE2603419A1 (en) | 1977-08-04 |
Family
ID=5968571
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE19762603419 Withdrawn DE2603419A1 (en) | 1976-01-30 | 1976-01-30 | Wave protection plate for working platforms - has sloped or stepped perforated plates attached to platform edge |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE2603419A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10005537A1 (en) * | 2000-02-08 | 2001-09-13 | Detlev Michler | Floating wave breaker as coastal protection measure has surface construction composed of a wave breaker zone formed by a surface construction inclined in the water on the side facing deep water |
FR2877023A1 (en) * | 2004-10-21 | 2006-04-28 | Monegasque Gouvernement | Swell attenuating device for protecting places e.g. harbors, has raft with perforations on part of its surface and placed between perpendicular upstream and downstream edges extended at their base by stubs of same determined length |
US7585129B2 (en) | 2004-10-21 | 2009-09-08 | Gouvernement Monegasque Represente Par Le Ministre D'etat | Refinement of the device for attenuating sea swell in the form of a so-called “camel's back” |
-
1976
- 1976-01-30 DE DE19762603419 patent/DE2603419A1/en not_active Withdrawn
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10005537A1 (en) * | 2000-02-08 | 2001-09-13 | Detlev Michler | Floating wave breaker as coastal protection measure has surface construction composed of a wave breaker zone formed by a surface construction inclined in the water on the side facing deep water |
FR2877023A1 (en) * | 2004-10-21 | 2006-04-28 | Monegasque Gouvernement | Swell attenuating device for protecting places e.g. harbors, has raft with perforations on part of its surface and placed between perpendicular upstream and downstream edges extended at their base by stubs of same determined length |
US7585129B2 (en) | 2004-10-21 | 2009-09-08 | Gouvernement Monegasque Represente Par Le Ministre D'etat | Refinement of the device for attenuating sea swell in the form of a so-called “camel's back” |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
8139 | Disposal/non-payment of the annual fee |