CN217496462U - Main buoy body line structure of small and medium-sized ocean observation buoy capable of resisting ice during water displacement bending - Google Patents
Main buoy body line structure of small and medium-sized ocean observation buoy capable of resisting ice during water displacement bending Download PDFInfo
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- CN217496462U CN217496462U CN202221324329.XU CN202221324329U CN217496462U CN 217496462 U CN217496462 U CN 217496462U CN 202221324329 U CN202221324329 U CN 202221324329U CN 217496462 U CN217496462 U CN 217496462U
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Abstract
The application discloses crooked anti ice's of displacement medium and small-size ocean observation buoy main standard size line structure, including deck, bottom plate, bilge plate and topside board, main standard size line structure is the water-tight type body, the bilge plate is the inverted cone platform appearance, bilge plate up end water-tight welding topside board, the deck watertight welding on the topside board, bilge plate bottom watertight welding is on the bottom plate. The buoy ice-resistant water tank has the advantages that the main buoy is simple in line, low in construction cost, high in ice-resistant efficiency, relatively small in buoy draft T/water discharge, medium in ice-resistant capacity, suitable for small and medium buoys and applied to ice regions with medium ice conditions.
Description
Technical Field
The utility model belongs to buoy main part framework field, concretely relates to buoy main part size line structure is surveyed to middle and small-size ocean based on crooked anti-ice of displacement.
Background
With the development of marine observation technology, the demand of on-site buoy observation in (winter) icing sea areas is very urgent, and particularly, the demand is more obvious on observation projects such as sea ice, ocean bottom earthquake and the like.
The compression strength of the sea ice can reach more than 3 times of the bending strength; when the buoy encounters sea ice, the extrusion force between the vertical surface and the end surface of the sea ice can be more than 2 times of the bending force between the oblique conical surface and the end surface of the sea ice, so that the ice resistance of the oblique conical surface of the buoy with the same structural strength can be more than 6 times of the ice resistance of the vertical surface.
At present, when a conventional ocean observation buoy encounters floating ice or ice ridges and the like in a swinging state, the vertical surface of the buoy collides with the end surface of sea ice to generate sea ice extrusion, and the ice resistance is low; when the sea ice with larger thickness is encountered, the buoy is subjected to larger extrusion force, which can cause the problems of the structure damage of the buoy main body, the damage of the anchoring system or the loss of the stability of the floating body, and the like.
SUMMERY OF THE UTILITY MODEL
Based on the problems, the buoy is simple in line, low in construction cost, high in ice resistance efficiency, relatively small in draught T/water discharge, medium in ice resistance, suitable for small and medium buoys and applied to ice areas with medium ice conditions. The technical proposal is that the method comprises the following steps,
the main standard body type structure of the bent displacement ice-resistant small and medium-sized ocean observation buoy is characterized by comprising a deck, a bottom plate, a bilge plate and a side plate, wherein the main standard body type structure is a watertight floating body, the bilge plate is in the shape of an inverted cone platform, the side plate is welded on the upper end face of the bilge plate in a watertight mode, the deck is welded on the side plate in a watertight mode, and the bottom of the bilge plate is welded on the bottom plate in a watertight mode.
Preferably, the bottom plate is of a circular structure, and the diameter of the bottom plate is the same as that of the lower end face of the bilge plate.
Preferably, the included angle α between the split line of the bilge plate inclined plane and the design waterline satisfies the following condition: alpha is more than 20 degrees and less than 70 degrees, the bilge plate is intersected with the side plate, the diameter of the bilge plate is the diameter D of the buoy, the height F from the waterline to the deck is designed to be more than or equal to 2h, and h is the maximum ice-resistant thickness of the buoy.
Preferably, the side board is cylindrical in shape, and the diameter of the side board is the diameter D of the buoy.
Preferably, the deck section line is circular arc or parabolic, and the beam arch height H is more than or equal to 1/50D.
Preferably, the deck and the side plate extend and intersect, and are in arc transition to form a watertight fender, and the radius R1 of the arc of the fender is more than or equal to 50 mm.
Advantageous effects
The main buoy of the scheme has the advantages of simple shape, low construction cost, high ice resistance efficiency, relatively small draft T/displacement of the buoy, medium ice resistance, and suitability for small and medium buoys and application in ice areas with medium ice conditions.
Drawings
FIG. 1 is a cross-sectional view of the present application.
Fig. 2 is a force diagram of the present application.
Fig. 3 is a perspective view of the present application.
In the figure, 10-buoy support, 11-tether structure, 12-main buoy body, 12-1 bottom plate, 12-2 bilge plate, 12-3 side plate, 12-4 fender and 12-5 deck.
Detailed Description
The following detailed description is exemplary and is intended to provide further explanation of the disclosure. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs. It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of example embodiments according to the present application.
The main buoy body-shaped structure of the curved-displacement ice-resistant small and medium-sized ocean observation buoy comprises a deck 12-5, a bottom plate 12-1, bilge plates 12-2 and side plates 12-3, the main buoy body-shaped structure is a watertight floating body, the bilge plates 12-2 are in the shape of an inverted cone platform, the side plates 12-3 are welded on the upper end surfaces of the bilge plates 12-2 in a watertight mode, the deck 12-5 is welded on the side plates 12-3 in a watertight mode, and the bottoms of the bilge plates 12-2 are welded on the bottom plate 12-1 in a watertight mode.
The base plate 12-1 has a circular cross-section. The bottom plate 12-1 is provided with a tether structure 11 and a buoy support 10, the tether structure 11 being used for connecting anchors.
The included angle alpha between the cut line of the inclined plane of the bilge plate 12-2 and the design waterline meets the following requirements: alpha is more than 20 degrees and less than 70 degrees, preferably 50 degrees, the bilge plate 12-2 is intersected with the side plate 12-3, the diameter of the upper end of the bilge plate is the buoy diameter D (m), and the diameter d of the lower end and the buoy design draft T are determined according to the buoy displacement calculated by the ice resistance.
In order to avoid extrusion of floating ice, ice ridges and the like when encountering the buoy, the height F of a deck from a waterline to 12-5 hours is not less than 2 hours, and h is the maximum ice-resistant thickness of the buoy.
The side board 12-3 is cylindrical in shape and has a diameter of the buoy D (m).
In order to smoothly discharge water and accumulated snow on the deck and avoid ice accumulation on the deck, the section line of the deck 12-5 is arc-shaped or parabolic, and the beam arch height H is more than or equal to 1/50D. In order to avoid that the ship collides with the buoy when berthing affects the tightness of the main buoy and ice is hung on the edge of the deck when icing, the deck 12-5 is extended and intersected with the side board 12-3 and is in arc transition to form a watertight fender 12-4, and the radius R1 of the arc of the fender is more than or equal to 50 mm.
Fig. 2 is a force diagram of the main buoy 12, the outer shell of the main buoy 12 is a revolving body shape similar to an inverted cone frustum, sea ice is bent downwards and broken depending on the drainage of the buoy, so that the anti-ice function is realized, the draught T/drainage of the buoy is small, and the anti-ice capacity is medium.
The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.
Claims (6)
1. The main standard body type structure of the bent displacement ice-resistant small and medium-sized ocean observation buoy is characterized by comprising a deck, a bottom plate, a bilge plate and a side plate, wherein the main standard body type structure is a watertight floating body, the bilge plate is in the shape of an inverted cone platform, the side plate is welded on the upper end face of the bilge plate in a watertight mode, the deck is welded on the side plate in a watertight mode, and the bottom of the bilge plate is welded on the bottom plate in a watertight mode.
2. The displacement bending ice-resistant small and medium-sized ocean observation buoy main standard body line structure as claimed in claim 1, wherein the bottom plate is a circular structure, and the diameter of the bottom plate is the same as that of the lower end face of the bilge plate.
3. The displacement bending ice-resistant small and medium-sized ocean observation buoy main standard body line structure according to claim 1, is characterized in that an included angle alpha between a cut line of the inclined plane of the bilge plate and a designed waterline satisfies the following conditions: alpha is more than 20 degrees and less than 70 degrees, the bilge plates are intersected with the side plates, the diameter of the bilge plates is the diameter D of the buoy, the height F from the waterline to the deck is designed to be more than or equal to 2h, and h is the maximum ice-resistant thickness of the buoy.
4. The displacement bending ice-resistant medium and small ocean observation buoy main buoy body type line structure as claimed in claim 1, wherein the side board is cylindrical in shape and has a diameter of buoy diameter D.
5. The main standard type line structure of the displacement bending ice-resistant small and medium-sized ocean observation buoy of claim 1, wherein the deck section line is arc-shaped or parabolic, and the beam arch height H is greater than or equal to 1/50D.
6. The buoy main buoy line structure of small and medium-sized ocean observation with bent displacement and ice resistance as claimed in claim 1, wherein the deck and the side plate extend and intersect, and are in arc transition to form a watertight fender, and the radius R1 of the fender arc is larger than or equal to 50 mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202221324329.XU CN217496462U (en) | 2022-05-30 | 2022-05-30 | Main buoy body line structure of small and medium-sized ocean observation buoy capable of resisting ice during water displacement bending |
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CN202221324329.XU CN217496462U (en) | 2022-05-30 | 2022-05-30 | Main buoy body line structure of small and medium-sized ocean observation buoy capable of resisting ice during water displacement bending |
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CN217496462U true CN217496462U (en) | 2022-09-27 |
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CN202221324329.XU Active CN217496462U (en) | 2022-05-30 | 2022-05-30 | Main buoy body line structure of small and medium-sized ocean observation buoy capable of resisting ice during water displacement bending |
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2022
- 2022-05-30 CN CN202221324329.XU patent/CN217496462U/en active Active
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