CN104401459A - Water floating body - Google Patents
Water floating body Download PDFInfo
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- CN104401459A CN104401459A CN201410689653.5A CN201410689653A CN104401459A CN 104401459 A CN104401459 A CN 104401459A CN 201410689653 A CN201410689653 A CN 201410689653A CN 104401459 A CN104401459 A CN 104401459A
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- floating body
- water
- buoyancy aid
- camel
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Abstract
The invention discloses a water floating body. The water floating body comprises at least one hoisting floating tank on which a wood board layer is paved; a plurality of heavy structures for reinforcing are arranged in the hoisting floating tank; or the floating body comprises a plurality of hoisting floating tanks which are closely interconnected through an external structure; the wood board layers are paved on the hoisting floating tanks. The water floating body has the beneficial effects that the structure is simple, the cost is small, the applicable scope of water area is wide, and inland river, internal lake, coastal confined water area, coastal hidden water area, water area around coastal island and coastal water area apply.
Description
Technical field
The present invention relates to buoyancy aid and waterborne building field, especially a kind of water floating body and the building building water floating body in.
Background technology
Ocean is the resource treasure-house of a not yet abundant exploitation, and along with the growth of population, land resources is day by day nervous, and people develop the demand of ocean space and the sense of urgency increases day by day, have also just started the upsurge of Very large floating structure research.The methods such as the mankind just bring into use marine reclamation land or draining to enclose and cultivate a long time ago are to utilize ocean space.But; allow people increase the demand of ocean energy resources development and utilization and the sense of urgency along with the sharp increase of population, the energy shock that breaks out repeatedly and marine site closest to land is used totally all, the sight of people just has to invest the depth direction of ocean.But utilize deep water sea area, the method that former marine reclamation land and draining are enclosed and cultivated not only spends long in time limit greatly, but also can destroy the balance of ecology environment, and people's needs is not often land, but a base that can stop.So in recent years, by the extensive concern effectively utilizing the various Very large floating structure structures for the purpose of air space above sea and marine resources development to cause (comprising seadrome, marine factory, large-scale pontoon bridge, offshore work platform and floating city etc.) world, start the upsurge of research and apply on Japan, the U.S. and other places.In China, the Ji Jia unit headed by Shanghai Communications University's THE STATE KEY LABORATORY OF OCEAN ENGINEERING also combines the research having carried out Very large floating structure state natural sciences fund main construction.Very large floating structure structure (Very Large Floating Structure) refers to that length and width has milimeter number magnitude and is highly the flat steel structure of growing up of several meters or tens of meters, to be different from yardstick common at present with the large ship of hundred meters and offshore platform.Very large floating structure structure, due to the long ratio of its very little height, makes it become to be different from the flexible structure of conventional rigid buoyancy aid.It generally build the open type marine site of offshore tens meters in, is made up of the module interconnected, and together with break-water etc., forms a composite structural system with mooring gear, marine site protective equipment, as to develop and the Infrastructure of defendance marine resources uses.Very large floating structure is mainly used in following three aspects: (1) set up development of resources and research bases, marine Transferring Base, seadrome etc. in suitable marine site, so that a large amount of development and utilization marine resources; (2) when coastal cities lack suitable land-based area, some originally should can be built in the facility of land, as nuclear station, waste treatment plant etc., move to or newly-built in offshore sea waters, reduce city noise and environmental pollution; (3) set up suitable military base in international waters, produce strategic impact to the politics on somewhere, military general layout.Common Very large floating structure has following several form, there is box (pontoon bridge type) (Pontoon type,), half diving suspension column type (Semi-Submersible Column Footing Type,) and low hull type of partly diving under water (Semi-Submersible Lower Hull Type).Wherein box buoyancy aid simple structure, easy to maintenance; The structure then more complicated of semisubmersible buoyancy aid, but its hydrodynamic performance is relatively good, is suitable for being used in more severe marine environment.Current Japan is many for the research of box-shaped Very large floating structure, and the U.S. is then the research mainly carrying out semisubmersible Very large floating structure.
The meaning of China's research Very large floating structure.Take up an area in the immense ocean of the ball gross area more than 2/3, not only contain and abundant Deep Sea Minerals, marine power resources, sea water chemistry resource and living marine resources etc., also contain and abundant marine spatial resource.The growth of expanding economy, population causes the growing tension of the land energy, so ocean exploitation will be formed as a collection of new industries such as offshore petroleum industry, marine chemistry industry, deep-sea mining industry, and effective utilization of ocean space also will form new seadrome, marine city etc.And ocean also by become the energy needed for future economy social development finally ask for place populous, the land resource of China and terrestrial space all very limited, but China has more than 18000 kilometer of coastline, more than 6000 island and millions of square kilometres of marine sites, in continental shelf and exclusive economic zone, China also has right and the jurisdiction of exploratory development natural resources, and marine resources are very abundant.But China is also very low to the development and utilization degree of these resources at present, therefore Study and Development Very large floating structure has very far-reaching strategic importance to promotion China marine resources, the utilization of air space above sea and the sustainable development of economy.Carried out the research of considerable scale from late nineteen eighties in the world, the research-and-development activity for China provides a well basis.Current, only seize the opportunity, pay close attention to and follow the tracks of the leading edge developments of this respect research and development in the world, all kinds of theory and technology problems that may face Very large floating structure make existing range again the analysis of the degree of depth, research and exploration, carry out autonomous solution development, we are just unlikely to be in a disadvantageous position in large-scale ocean exploitation in future and international competition.In sum, 21st century, the hope of China, in ocean, has as one the big country enriching marine resources, and the research of Very large floating structure all has great importance for the deep-ocean resource exploitation in China future and the development of ocean engineering.
Buoyancy aid form specifically has single buoyancy aid form, many buoyancy aids form form.Single buoyancy aid form is that whole Waterborne house only has a buoyancy aid serving as buoyancy; Many buoyancy aids form is that whole Waterborne house has two or two or more buoyancy aid to provide buoyancy to whole building; Many buoyancy aids form is divided into again special-shaped buoyancy aid form and standard buoyancy aid form; Special-shaped buoyancy aid form provides buoyancy by two or more buoyancy aid of fitfull to whole building, and standard buoyancy aid form provides buoyancy by two or more buoyancy aid of rule (uniform sizes etc.) to whole building.
Sealed separation is carried out in the buoyancy aid inside of single buoyancy aid form, form multiple watertight compartment, two or plural cabin can be communicated with into a compound watertight compartment, watertight compartment can arrange manhole (using for maintenance, maintaining etc.), and part cabin is provided with fresh water tank (case), sewage (for collecting sewage and oily water) collecting chamber (case) and buoyancy reserving compartment (case); Fresh water tank (case) and bilge tank (case) are provided with pipe connection system, have breather hole, filling line, delivery conduit and drain line etc. respectively.
The buoyancy aid of many buoyancy aids form is connected by steel structure, aluminium (alloy) structure, reinforced concrete structure or glass fibre reinforced plastic structure etc. with between buoyancy aid.Be connected by steel structure, aluminium (alloy) structure, reinforced concrete structure or glass fibre reinforced plastic structure etc. between buoyancy aid with superstructure.
But the aquatic building of existing buoyancy aid form exists shortcomings, summary has as follows:
1, the design of existing product, construction and inspection not according to specification and rule;
2, existing product buoyancy aid (referring to the buoyancy aid of non-landing stage type or single buoyancy aid, mainly many buoyancy aids form), buoyancy aid and above build and on build the connection not having strong structure, the safety of whole building cannot be ensured;
3, prior art buoyancy aid (referring to buoyancy aid or the single buoyancy aid of delivery of cargo person, mainly many buoyancy aids form of non-landing stage type) and above build stronger longitudinal strength cannot be provided, the connection mode between buoyancy aid is not enough to provide enough intensity;
4, the buoyancy aid of prior art cannot provide enough reserve buoyancies, describes from safety, the requirement that existing product cannot provide the even full buoyancy aid water inlet in a cabin, many cabins not heavy;
5, the product of prior art cannot provide good overall stability, and center of gravity is higher.
6, the product of prior art does not provide support in environmental protection, the collection of such as sewage and process, the collection of oily water and process, the collection of rubbish and process etc.
7, the product build process of prior art is comparatively single, and use material comparatively single, the purposes of product is comparatively single, and the moulding of product is comparatively single, and buoyancy aid moulding is single, and the applicable waters of product is single
Summary of the invention
The present invention is directed to the deficiency of prior art, provide one in conjunction with boats and ships and Building technology, structural safety and supporting comprehensive water floating body.
Object of the present invention is achieved by the following technical programs:
A kind of water floating body, comprises at least one camel, it is characterized in that: described camel is equipped with plank layer, and described camel inside is provided with some strong structures for strengthening.Single camel also will have watertight skeleton and non-watertight skeleton in addition, and described strong structure can be the structures such as skeleton, powerful muscle, sealed module.
Described buoyancy aid comprises some camels, and described buoyancy tank, by the mutual compact siro spinning technology of external structure, described camel is equipped with plank layer.
Be provided with some independently enclosures in described camel and strengthen structure, for guaranteeing the safety and stablization of buoyancy aid.
Described plank layer is provided with the strength member built on brace flaggy.
Described lifting buoyancy aid is made up of plural camel, is connected and fixed between described each buoyancy tank by anchor fittings such as cables.
Compared with prior art, tool of the present invention has the following advantages:
Water floating body, separately based on strip shape, this technical foundation existing is extended square, circular, the opposite sex, array configuration etc. various product, enrich various moulding and excavate the usable floor area of product; Buoyancy aid, by the ferro-concrete of monomer or metallic forms, extends to plastics buoyancy tank, PE buoyancy tank, glass-felt plastic buoyancy tank, steel buoyancy tank, aluminum alloy buoyancy tank, ferro-concrete buoyancy tank etc.; Building materials extends to aluminum alloy, glass-felt plastic, PE, ferro-concrete, wood and various light-weight building materials etc. by cement, steel.Buoyancy aid designs according to particulars of ship, various subdivision, structure, and manhole etc. designs by code requirement; Connection between buoyancy aid and buoyancy aid designs Joint strenght according to particulars of ship and norm of steel structure and checks; Buoyancy aid with on build to be connected and according to particulars of ship, building code and norm of steel structure Joint strenght to be designed and check; According to building code and norm of steel structure, building intensity is designed and checked.Be provided with collection and the disposal system of sewage, the collection of oily water and disposal system, the collection of rubbish and disposal system etc., reduce the pollution of even stopping ambient environment; Monolithic architecture carries out the check of local and bulk strength, stability and resistance to sinking; Carry out Wind Resistant Calculation according to particulars of ship to monolithic architecture, anti-wave calculates, and tractive force calculates (containing heaving pile, hawser, anchor block weight etc.), and checks its safety; And be suitable for anchoring, the Mooring Arrangements in different waters respectively.Such as: spud pile pillar, separable pile-column, Anchor Pattern, anchor block formula, connecting bridge is towed, and strut is towed, dragline type.
Generally speaking, framework of the present invention is simple, and high safety, applicable waters is broader, may be used for inland river, inland lake, coastal calm water, coastal sheltered waters, offshore islands surrounding body and coastal water.
Accompanying drawing explanation
Fig. 1 is the structural representation of water floating body of the present invention;
Detailed description of the invention
A water floating body as shown in Figure 1, comprises at least one camel 1, and described camel 1 is equipped with plank layer 2.Camel 1 is for providing buoyancy, and plank layer 2 can arrange building 3 as required.Described camel 1 madial wall is provided with some strong structures 5.Be provided with some independently closed cabins 4 in described camel 1, camel interior separation skeleton structure strengthened and played separate watertight cabin, increase the effects such as resistance to sinking.Described plank layer 2 is provided with the load-carrying element of building 3 on brace flaggy.Some water tanks 6 are provided with in described camel 1.
As described above, be only preferred embodiment of the present invention, when not limiting scope of the invention process with this, the simple equivalence namely in every case done according to the present patent application the scope of the claims and description changes and modifies, and all still remains within the scope of the patent.
Claims (5)
1. a water floating body, comprises at least one camel, it is characterized in that: described camel is equipped with plank layer, and described camel inside is provided with some strong structures for strengthening.
2. a kind of water floating body according to claim 1, is characterized in that: described buoyancy aid comprises some camels, and described buoyancy tank, by the mutual compact siro spinning technology of external structure, described camel is equipped with plank layer.
3. a kind of water floating body according to claim 1 or 2, is characterized in that: be provided with some independently enclosures in described camel and strengthen structure.
4. a kind of water floating body according to claim 1 or 2, is characterized in that: described plank layer is provided with the strength member built on brace flaggy.
5. a kind of water floating body according to claim 1 or 2, is characterized in that: described plank layer is provided with building, and described building is fixed by described strength member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410689653.5A CN104401459A (en) | 2014-11-25 | 2014-11-25 | Water floating body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410689653.5A CN104401459A (en) | 2014-11-25 | 2014-11-25 | Water floating body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104401459A true CN104401459A (en) | 2015-03-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410689653.5A Pending CN104401459A (en) | 2014-11-25 | 2014-11-25 | Water floating body |
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| CN (1) | CN104401459A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366223A (en) * | 2017-07-25 | 2017-11-21 | 深圳市中兰环保科技股份有限公司 | A kind of floating cover pontoon bridge |
| CN109398635A (en) * | 2018-12-12 | 2019-03-01 | 东华大学 | Weaken artificial island and its application method of intensity of typhoon |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1033776A (en) * | 1987-12-28 | 1989-07-12 | 拉里·莱奥纳德·索姆普森 | Marine concrete floater and manufacture method thereof |
| JPH10157689A (en) * | 1996-11-27 | 1998-06-16 | Mitsubishi Heavy Ind Ltd | Breakwater type large floating body |
| JP2002255091A (en) * | 2001-03-02 | 2002-09-11 | Unyu Shisetsu Setsubi Jigyodan | Marine self-support equipment for large-sized floating body structure |
| CN201406014Y (en) * | 2009-06-05 | 2010-02-17 | 福建闽威水产实业有限公司 | Special movable prefabricated house of fish raft |
| CN202449178U (en) * | 2012-01-19 | 2012-09-26 | 张伟鑫 | Floating body and on-water construction built on floating body |
-
2014
- 2014-11-25 CN CN201410689653.5A patent/CN104401459A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1033776A (en) * | 1987-12-28 | 1989-07-12 | 拉里·莱奥纳德·索姆普森 | Marine concrete floater and manufacture method thereof |
| JPH10157689A (en) * | 1996-11-27 | 1998-06-16 | Mitsubishi Heavy Ind Ltd | Breakwater type large floating body |
| JP2002255091A (en) * | 2001-03-02 | 2002-09-11 | Unyu Shisetsu Setsubi Jigyodan | Marine self-support equipment for large-sized floating body structure |
| CN201406014Y (en) * | 2009-06-05 | 2010-02-17 | 福建闽威水产实业有限公司 | Special movable prefabricated house of fish raft |
| CN202449178U (en) * | 2012-01-19 | 2012-09-26 | 张伟鑫 | Floating body and on-water construction built on floating body |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366223A (en) * | 2017-07-25 | 2017-11-21 | 深圳市中兰环保科技股份有限公司 | A kind of floating cover pontoon bridge |
| CN109398635A (en) * | 2018-12-12 | 2019-03-01 | 东华大学 | Weaken artificial island and its application method of intensity of typhoon |
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Application publication date: 20150311 |