CN103863527A - Combined seaborne floating platform - Google Patents
Combined seaborne floating platform Download PDFInfo
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- CN103863527A CN103863527A CN201210550123.3A CN201210550123A CN103863527A CN 103863527 A CN103863527 A CN 103863527A CN 201210550123 A CN201210550123 A CN 201210550123A CN 103863527 A CN103863527 A CN 103863527A
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- floating drum
- floating platform
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Abstract
The invention relates to a combined seaborne floating platform and is hereinafter referred to as a floating platform. The floating platform comprises single buoy components (1), fasteners (2) and single buoy symmetric reinforced concrete frame-shear structures (3). The working process of the floating platform comprises the following steps : 1, the single buoy components of single buoys are combined and are connected by the fastener so as to be combined into the floating platform, and the floating platform can perform various seaborne work; 2, various single buoy components are correspondingly developed by various function floating platforms according to different seaborne working requirements and are combined to form various function floating platforms. The combined seaborne floating platform has the characteristics of efficient production, assembly and transportation, multiple combinations and the like, and belongs to an ideal seaborne city construction mode under the modern technology condition.
Description
Technical field
Floating platform relates to the marine facility that floats of a kind of glass-felt plastic pontoon combination formula.
Background technology
The existing sea facility that floats, adopts metal construction mostly, and its cost is high, is subject to tide seriously corroded, and tenure of use is short, and maintaining expense is large.Be not suitable with the various workplatform construction in modern large-scale sea.The box-like maritime floating platform of development group is to use new mode, up-to-date technology, new process, new material, new model.By large glass steel floating drum, binding reinforcement cement frame-shear structure, be combined into the multiple unsteady workplatform in large-scale sea, realize under current technology condition the marine urban construction of floating.Complete marine development of resources, marine Infrastructure of producing on the spot commodity.To build sea power, inevitable choice.
Summary of the invention
Object of the present invention, is to adopt a kind of brand-new maritime floating platform, and many unitized constructions body, uses counterweight, array mode, and the various Facilities Construction in marine city are achieved.Can build up tidal quay, seadrome etc., for achieving the above object.
The invention provides a kind of brand-new marine various work floating platforms.
Floating platform, by major comonomer glass-felt plastic floating drum, binding reinforcement cement frame-shear structure, each member is through constituting integral platform.
Floating platform, adopts frp process technology, according to offshore work platform character, sets different component structure, meets various workplatform needs.
Floating platform, adopt multiple, the fastener that is connected, be applicable to different component structure.
Floating platform, adopts multiple lamination coating, carbon fibre material, unsaturated polyester to make glass-felt plastic floating drum.
Floating platform, adopts special cement, binding reinforcement cement production systD frame to cut docking structure body.
Floating platform, adopts single glass fiber reinforced plastic floating drum inside, and foamed plastic weighting material is set, and forms spatial structure.
Accompanying drawing explanation
Fig. 1, be maritime floating platform planar structure schematic diagram
Fig. 1, (1) refer to rmc monomer floating drum plan sketch;
Fig. 1, (2) refer to and connect fastening clip planimetric position schematic diagram;
Fig. 1, (3) refer to the symmetrical reinforced concrete frame-shear structure of monomer floating drum plan sketch.
Fig. 2, be monomer floating drum plan structure schematic diagram
Fig. 2, (3) refer to monomer floating drum top symmetrical reinforced concrete frame-shear structure schematic diagram;
Fig. 2, (4) refer to the symmetrical reinforced concrete frame-shear structure schematic diagram in monomer floating drum middle part;
Fig. 2, (5) refer to monomer floating drum bottom symmetrical reinforced concrete frame-shear structure schematic diagram;
Fig. 2, (6) single glass fiber reinforced plastic floating drum circular top schematic diagram.
Fig. 3, be monomer floating drum side-looking structural representation
Fig. 3, (31) refer to monomer floating drum top docking structure schematic diagram (3), reinforcement location schematic diagram outside symmetric position ring glass steel floating drum;
Fig. 3, (32) refer to monomer floating drum top docking structure schematic diagram (3), docking port reinforcement location schematic diagram outside symmetric position ring glass steel floating drum;
Fig. 3, (41) refer to monomer floating drum middle part docking structure schematic diagram (4), reinforcement location schematic diagram outside symmetric position ring glass steel floating drum;
Fig. 3, (42) refer to monomer floating drum middle part docking structure schematic diagram (4), docking port reinforcement location schematic diagram outside symmetric position ring glass steel floating drum;
Fig. 3, (51) refer to monomer floating drum bottom docking structure schematic diagram (5), reinforcement location schematic diagram outside symmetric position ring glass steel floating drum;
Fig. 3, (52) refer to monomer floating drum bottom docking structure schematic diagram (5), docking port reinforcement location schematic diagram outside symmetric position ring glass steel floating drum;
Fig. 3, (61) are monomer floating drum glass-felt plastic round schematic diagram;
Fig. 3, (62) arrange foamed plastic schematic diagram in monomer floating drum glass-felt plastic round.
Fig. 4, be connection fastener side-looking locations of structures schematic diagram
Fig. 4, (21) are connection fastener schematic side view;
Fig. 4, (33) are monomer floating drum adjacent upper docking structure schematic diagram;
Fig. 4, (43) are the adjacent middle part of monomer floating drum docking structure schematic diagram;
Fig. 4, (53) are the adjacent bottom of monomer floating drum docking structure schematic diagram;
The specific embodiment
1, floating platform of the present invention, through unsaturated polyester, carbon fiber, glass fibre annular are wound around, are axially wound around some quantity, and glass-felt plastic manufacture craft is made the circular floating drum body of all kinds glass-felt plastic.
2, floating platform of the present invention, in the circular floating drum body of manufacture glass-felt plastic process, top, middle part, bottom correspondence position are wound around several reinforcing bar, through unsaturated polyester, carbon fiber, glass fibre annular are wound around, are axially wound around some quantity, and wherein docking location leaves reinforcing bar interface.Make docking port reinforced concrete frame-shear structure., can make according to floating platform demand, monomer floating drum is organized docking port reinforced concrete frame-shear structure more meanwhile.
3, floating platform of the present invention, by precast reinforced concrete, makes connection fastener.
4, floating platform of the present invention, in the circular floating drum body of glass-felt plastic, injection molded foam.
Finally should illustrate that above enforcement compound type maritime floating platform is that marine city construction demand is developed corresponding floating platform in order to adapt under current technology condition completely.Low cost of manufacture, can, according to the different requirements of floating platform, form various function floating platforms.Advance China's marine resources, exploitation, sea produces extensive stock on the spot, realizes ocean power of China dream.
Claims (6)
1. compound type maritime floating platform, its global feature is; Through unsaturated polyester, carbon fiber, glass fiber winding technique, make circular floating drum, and in circular floating drum, foamed plastic spatial structure is set.Position, upper, middle and lower outside circular floating drum, adopts different size reinforcing bar to be wound around, and through unsaturated polyester, carbon fiber, glass fiber winding technique are reinforced, and at docking port, leave reinforcing bar interface, make docking port reinforced concrete frame-shear structure.Form monomer floating drum member.Each monomer floating drum member, through connecting fastening clip, is combined into maritime floating platform.
2. compound type maritime floating platform, is characterized in that, through unsaturated polyester, carbon fiber, glass fiber winding technique, make circular monomer floating drum.Position, upper, middle and lower outside monomer floating drum, adopts different size reinforcing bar to be wound around, and through unsaturated polyester, carbon fiber, glass fiber winding technique are reinforced, and at docking port, leave reinforcing bar interface, make docking port reinforced concrete frame-shear structure.Form monomer floating drum member.
3. compound type maritime floating platform, is characterized in that, through unsaturated polyester, carbon fiber, glass fiber winding technique, make circular monomer floating drum.
4. compound type maritime floating platform, is characterized in that, in monomer floating drum, foamed plastic spatial structure is set.
5. compound type maritime floating platform, is characterized in that, position, upper, middle and lower outside monomer floating drum, uses different size reinforcing bar to be wound around, through unsaturated polyester, carbon fiber, glass fiber winding technique are reinforced, and at docking port, leave reinforcing bar interface, make docking port reinforced concrete frame-shear structure.Can according to monomer floating drum function, configure many groups, docking port reinforced concrete frame-shear structure.
6. compound type maritime floating platform, is characterized in that, connects fastening clip.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201210550123.3A CN103863527A (en) | 2012-12-18 | 2012-12-18 | Combined seaborne floating platform |
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CN201210550123.3A CN103863527A (en) | 2012-12-18 | 2012-12-18 | Combined seaborne floating platform |
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CN103863527A true CN103863527A (en) | 2014-06-18 |
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CN201210550123.3A Pending CN103863527A (en) | 2012-12-18 | 2012-12-18 | Combined seaborne floating platform |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104176201A (en) * | 2014-09-05 | 2014-12-03 | 深圳市海斯比海洋工程技术有限公司 | Composite material offshore very-large floating structure |
CN106585913A (en) * | 2016-12-21 | 2017-04-26 | 宁波江北怡和工业设计有限公司 | Floating body for preventing lodging and growth of plankton |
CN106828811A (en) * | 2016-12-21 | 2017-06-13 | 宁波江北怡和工业设计有限公司 | A kind of floating body of controllable balance |
CN108790642A (en) * | 2017-04-29 | 2018-11-13 | 益阳天华两栖车艇有限公司 | A kind of folding type movable device with float |
-
2012
- 2012-12-18 CN CN201210550123.3A patent/CN103863527A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104176201A (en) * | 2014-09-05 | 2014-12-03 | 深圳市海斯比海洋工程技术有限公司 | Composite material offshore very-large floating structure |
CN106585913A (en) * | 2016-12-21 | 2017-04-26 | 宁波江北怡和工业设计有限公司 | Floating body for preventing lodging and growth of plankton |
CN106828811A (en) * | 2016-12-21 | 2017-06-13 | 宁波江北怡和工业设计有限公司 | A kind of floating body of controllable balance |
CN106828811B (en) * | 2016-12-21 | 2019-08-02 | 南京汉尔斯生物科技有限公司 | A kind of floating body of controllable balance |
CN108790642A (en) * | 2017-04-29 | 2018-11-13 | 益阳天华两栖车艇有限公司 | A kind of folding type movable device with float |
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Application publication date: 20140618 |