CN106741690A - A kind of pre-manufactured steel and reinforced concrete multilayer marine floating type platform base - Google Patents
A kind of pre-manufactured steel and reinforced concrete multilayer marine floating type platform base Download PDFInfo
- Publication number
- CN106741690A CN106741690A CN201611112975.9A CN201611112975A CN106741690A CN 106741690 A CN106741690 A CN 106741690A CN 201611112975 A CN201611112975 A CN 201611112975A CN 106741690 A CN106741690 A CN 106741690A
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- China
- Prior art keywords
- hollow block
- reinforced concrete
- platform base
- type platform
- floating type
- 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.)
- Pending
Links
- 238000007667 floating Methods 0.000 title claims abstract description 35
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 17
- 239000010959 steel Substances 0.000 title claims abstract description 17
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 13
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 14
- 239000000945 filler Substances 0.000 claims abstract description 9
- 239000011440 grout Substances 0.000 claims abstract description 9
- 239000011449 brick Substances 0.000 claims abstract description 8
- 238000009413 insulation Methods 0.000 claims abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 7
- 239000003643 water by type Substances 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000012790 confirmation Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of pre-manufactured steel and reinforced concrete multilayer marine floating type platform base, its structure includes：Reinforcing bar, hollow block, joint bar, aerated blocks, the special grout filler of insulation, auxiliary specification are laid bricks, the reinforcing bar and hollow block are connected, the middle part hollow block is provided with joint bar, the outside of the hollow block is provided with aerated blocks, and the hollow block is connected by being incubated special grout filler and aerated blocks.Beneficial effects of the present invention are as steady device in non-nautical mile of waters without caisson, and itself is because of the very big floating body energy held stationary of weight, special anchored mode can be installed additional in the sea according to wave situations, can effectively extend floating body service life, maintain the floating body time limit more than 50 years to 80 years.Easily assembled, quick, flexible, various shapes, can do pontoon bridge, and water is built less etc., and basis is used.
Description
Technical field
The present invention is a kind of pre-manufactured steel and reinforced concrete multilayer marine floating type platform base, belongs to floating platform field.
Background technology
On the basis of a kind of new offshore is with combined float type platform, changes simple steel construction floating body and develop new floating
Body basis, with the cooperation of steel construction and reinforced concrete structure, according to different loads and the related steel of different feature on water designs
Flow force, the slap parameter such as power of the reinforcing bar model of muscle cement floating body tank thickness, casing wall thickness and pars intramuralis also with ocean
Change with environmental change, fix and connect all of reinforced concrete casing case with steel construction, platform upper also with reinforced concrete
Floating body has tie point,
Prior art discloses shallow water floating platform mooring gear, its Application No.：CN201610543335.7, including mooring
Cable, drum, anchor chain, winch is equipped with the transverse ends of floating platform bow, stern, the bow, stern in floating platform
Longitudinally outboard is respectively equipped with a drum, the external part of the mooring line wound on two winches of floating platform bow transverse ends
It is connected with the drum on the outside of floating platform bow, the mooring line wound on two winches of floating platform stern transverse ends
External part is connected with the drum on the outside of floating platform stern；Two drums are fixed on seabed anchorage by an anchor chain respectively
On.Single drum mooring of double drum Mooring Arrangements and existence operating mode under the invention also discloses floating platform normal operation condition
The anchoring method that mode and both Mooring Arrangements are switched over according to sea situation.The present invention disclosure satisfy that shallow water floating platform berthing
Under the conditions of location requirement and the security requirement under Anti-Typhoon mooring method, be easy to the horizontal berthing of ship, and have
Capacity of anti-storm higher.But, the longer life-span can not be kept using steel construction composite floating body, corrosivity is very big, maintains ten
Be about to begin in year bigger maintenance cost, most long to adhere to 30 years to 50 years.
The content of the invention
In view of the shortcomings of the prior art, floated it is an object of the present invention to provide a kind of pre-manufactured steel and reinforced concrete multilayer ocean
Formula platform base, the longer life-span can not be kept to solve existing marine floating type platform base using steel construction composite floating body,
Corrosivity is very big, maintains be about to begin within 10 years bigger maintenance cost, the problem for adhering to 30 years to 50 years most long.
To achieve these goals, the present invention is to realize by the following technical solutions：A kind of pre-manufactured steel and reinforcing bar water
Mud multilayer marine floating type platform base, its structure includes：Reinforcing bar, hollow block, joint bar, aerated blocks, be incubated special grout filler,
Auxiliary specification is laid bricks, and the reinforcing bar and hollow block are connected, and the middle part hollow block is provided with joint bar, outside the hollow block
Portion is provided with aerated blocks, and the hollow block is connected by being incubated special grout filler and aerated blocks.
Further, the hollow block puts three reinforcing bars at interval of three pieces.
Further, the auxiliary specification is laid bricks and is located on junction.
Beneficial effects of the present invention be in non-nautical mile of waters without caisson as steady device, and itself because weight very greatly float
Physical efficiency held stationary, special anchored mode can be installed additional in the sea according to wave situations, can effectively extend floating body service life,
Maintain the floating body time limit more than 50 years to 80 years.Easily assembled, quick, flexible, various shapes, can do pontoon bridge, and water is few
Use on the basis such as building.
Brief description of the drawings
The detailed description made to non-limiting example with reference to the following drawings by reading, further feature of the invention,
Objects and advantages will become more apparent upon：
Fig. 1 is the structural representation of a kind of pre-manufactured steel of the invention and reinforced concrete multilayer marine floating type platform base；
Fig. 2 is corner structural representation of the invention；
Fig. 3 is junction structural representation of the invention
Fig. 4 is operation principle schematic diagram of the invention；
In figure：1- reinforcing bars, 2- hollow blocks, 3- joint bars, 4- aerated blocks, 5- are incubated special grout filler, 6- auxiliary specifications
Lay bricks.
Specific embodiment
For technological means, creation characteristic, reached purpose and effect for making present invention realization are easy to understand, with reference to
Specific embodiment, is expanded on further the present invention.
Fig. 1-Fig. 3 is referred to, the present invention provides a kind of technical scheme：A kind of pre-manufactured steel and reinforced concrete multilayer marine floating type
Platform base, its structure includes：Reinforcing bar 1, hollow block 2, joint bar 3, aerated blocks 4, the special grout filler 5 of insulation, auxiliary specification
Lay bricks 6, the reinforcing bar 1 and hollow block 2 are connected, and the middle part hollow block 2 is provided with joint bar 3, the outside of the hollow block 2
Aerated blocks 4 are provided with, the hollow block 2 is connected by being incubated special grout filler 5 and aerated blocks 4.The hollow block 2 every
Three reinforcing bars 1 are put every three pieces.The auxiliary specification is laid bricks and 6 is located on junction.In non-nautical mile of waters without caisson as steady
Device, and itself is because of the very big floating body energy held stationary of weight.In the sea special anchored mode is installed additional according to wave situations.
Fig. 4 is referred to, when being used, whether the firm connection of each several part is first checked for, after confirmation Plant in good condition, will
Equipment is placed in place, and Waterborne house, floating road waterborne, yacht wharf buoyancy tank etc. can be made in rivers Hu Haishui storehouses.Dimension
Hold the floating body time limit more than 50 years to 80 years.In non-nautical mile of waters without caisson as steady device, easily assembled, quick,
Flexibly, various shapes, can do pontoon bridge, and water is built less etc., and basis is used.
General principle of the invention and principal character and advantages of the present invention has been shown and described above, for this area skill
For art personnel, it is clear that the invention is not restricted to the details of above-mentioned one exemplary embodiment, and without departing substantially from it is of the invention spirit or
In the case of essential characteristic, the present invention can be in other specific forms realized.Therefore, no matter from the point of view of which point, all should be by
Embodiment regards exemplary as, and is nonrestrictive, and the scope of the present invention is by appended claims rather than above stating
Bright restriction, it is intended that all changes fallen in the implication and scope of the equivalency of claim are included in the present invention
It is interior.Any reference in claim should not be considered as the claim involved by limitation.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each implementation method is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that for clarity, those skilled in the art should
Specification an as entirety, the technical scheme in each embodiment can also be formed into those skilled in the art through appropriately combined
May be appreciated other embodiment.
Claims (3)
1. a kind of pre-manufactured steel and reinforced concrete multilayer marine floating type platform base, it is characterised in that：Its structure includes：Reinforcing bar (1),
Hollow block (2), joint bar (3), aerated blocks (4), the special grout filler (5) of insulation, auxiliary specification are laid bricks (6), the reinforcing bar (1)
Connected with hollow block (2), the middle part hollow block (2) is provided with joint bar (3), the outside of the hollow block (2) is provided with and adds
Air parcel (4), the hollow block (2) is connected by being incubated special grout filler (5) and aerated blocks (4).
2. a kind of pre-manufactured steel according to claim 1 and reinforced concrete multilayer marine floating type platform base, it is characterised in that：
The hollow block (2) puts three reinforcing bars (1) at interval of three pieces.
3. a kind of pre-manufactured steel according to claim 1 and reinforced concrete multilayer marine floating type platform base, it is characterised in that：
It is described auxiliary specification lay bricks (6) be located on junction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611112975.9A CN106741690A (en) | 2016-12-07 | 2016-12-07 | A kind of pre-manufactured steel and reinforced concrete multilayer marine floating type platform base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611112975.9A CN106741690A (en) | 2016-12-07 | 2016-12-07 | A kind of pre-manufactured steel and reinforced concrete multilayer marine floating type platform base |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106741690A true CN106741690A (en) | 2017-05-31 |
Family
ID=58878451
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611112975.9A Pending CN106741690A (en) | 2016-12-07 | 2016-12-07 | A kind of pre-manufactured steel and reinforced concrete multilayer marine floating type platform base |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106741690A (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR494599A (en) * | 1917-04-17 | 1919-09-12 | Urbain Louis Raymond Desfarges | Construction process for hollow brick and reinforced cement ship hulls |
| JPH0762674A (en) * | 1993-08-23 | 1995-03-07 | Kajima Corp | Method for constructing precast reinforced concrete foundation block |
| JPH0858683A (en) * | 1994-08-18 | 1996-03-05 | Maeda Okugai Bijutsu Kk | Floating block for afloat island |
| JP3144183U (en) * | 2008-05-16 | 2008-08-21 | 梅野セメント工業株式会社 | Concrete formwork for concrete block fence foundation rising part |
| CN101648591A (en) * | 2009-07-29 | 2010-02-17 | 刘灵通 | Floating island foundation |
| KR20140001302A (en) * | 2012-06-25 | 2014-01-07 | (주)나다건설 | Floating concrete block and floating concrete block structure with connecter |
| CN103758147A (en) * | 2014-02-13 | 2014-04-30 | 天津大学前沿技术研究院有限公司 | Gravity type offshore wind turbine generator set foundation and towing and sinking method thereof |
| CN104790678A (en) * | 2015-05-18 | 2015-07-22 | 株洲博尔曼科技发展有限公司 | Rapid construction masonry wall with mortar replaced by glue and construction method of rapid construction brickwork wall |
| WO2016008710A1 (en) * | 2014-07-15 | 2016-01-21 | Sinn Power Gmbh | Mooring stone form |
| CN205632949U (en) * | 2016-05-19 | 2016-10-12 | 羲和太阳能电力有限公司 | Mounting platform of showy photovoltaic power plant equipment on water |
| CN206485532U (en) * | 2016-12-07 | 2017-09-12 | 天津格林森科技股份有限公司 | A kind of pre-manufactured steel and reinforced concrete multilayer marine floating type platform base |
-
2016
- 2016-12-07 CN CN201611112975.9A patent/CN106741690A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR494599A (en) * | 1917-04-17 | 1919-09-12 | Urbain Louis Raymond Desfarges | Construction process for hollow brick and reinforced cement ship hulls |
| JPH0762674A (en) * | 1993-08-23 | 1995-03-07 | Kajima Corp | Method for constructing precast reinforced concrete foundation block |
| JPH0858683A (en) * | 1994-08-18 | 1996-03-05 | Maeda Okugai Bijutsu Kk | Floating block for afloat island |
| JP3144183U (en) * | 2008-05-16 | 2008-08-21 | 梅野セメント工業株式会社 | Concrete formwork for concrete block fence foundation rising part |
| CN101648591A (en) * | 2009-07-29 | 2010-02-17 | 刘灵通 | Floating island foundation |
| KR20140001302A (en) * | 2012-06-25 | 2014-01-07 | (주)나다건설 | Floating concrete block and floating concrete block structure with connecter |
| CN103758147A (en) * | 2014-02-13 | 2014-04-30 | 天津大学前沿技术研究院有限公司 | Gravity type offshore wind turbine generator set foundation and towing and sinking method thereof |
| WO2016008710A1 (en) * | 2014-07-15 | 2016-01-21 | Sinn Power Gmbh | Mooring stone form |
| CN104790678A (en) * | 2015-05-18 | 2015-07-22 | 株洲博尔曼科技发展有限公司 | Rapid construction masonry wall with mortar replaced by glue and construction method of rapid construction brickwork wall |
| CN205632949U (en) * | 2016-05-19 | 2016-10-12 | 羲和太阳能电力有限公司 | Mounting platform of showy photovoltaic power plant equipment on water |
| CN206485532U (en) * | 2016-12-07 | 2017-09-12 | 天津格林森科技股份有限公司 | A kind of pre-manufactured steel and reinforced concrete multilayer marine floating type platform base |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170531 |