CN203213087U - Reef comprehensive security platform capable of utilizing tube and stand column framework - Google Patents
Reef comprehensive security platform capable of utilizing tube and stand column framework Download PDFInfo
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- CN203213087U CN203213087U CN 201320088801 CN201320088801U CN203213087U CN 203213087 U CN203213087 U CN 203213087U CN 201320088801 CN201320088801 CN 201320088801 CN 201320088801 U CN201320088801 U CN 201320088801U CN 203213087 U CN203213087 U CN 203213087U
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Abstract
The utility model provides a reef comprehensive security platform capable of utilizing a tube and a stand column framework, which is characterized in that the reef comprehensive security platform can resist strong wind on the sea through a reasonable structure, eliminates adverse effects of sea waves to the reef comprehensive security platform, and is suitable for adverse sea conditions. The reef comprehensive security platform capable of utilizing the tube and the stand column framework enhances stability of a reef flat platform by guiding the strong wind to change wind direction through the tube, provides total integrality through a special steel structure, reduces damage of stand columns to coral reefs, and improves overall capacity of the coral reefs. The reef comprehensive security platform capable of utilizing the tube and the stand column framework comprises an integrated platform, a hydrophobic air tube, the stand columns, a bearing structure, bearing connecting pieces, foam concrete, a poly ethylene (PE) tube, a stand column steel structure, PE piers, a rubber pad and concave and convex positioning holes (pins), wherein the integrated platform is supported by the stand columns, the hydrophobic air tube is embedded in the integrated platform, and the lower ends of the stand columns are arranged on the rubber pad, and form an integrated structure with the bearing structure through the bearing connecting pieces.
Description
Technical field
The utility model relates to a kind of islands and reefs platform, relates in particular to a kind of islands and reefs platform that utilizes conduit and column framework, and this kind platform had both had anti-wave ability, adapts to severe sea condition, can resist certain wind-force by structure again.
Background technology
Building permanent platform at sea on the reef, is the heavy difficult point problem of China's exploitation and construction Sansha City.Build platform at reef platform at present, mainly have a following difficult problem:
The one, because the influence of flux and reflux, always at any time what change, the depth of water is about 4 meters at the incoming tide, depth of water 1-2 rice during ebb tide for the depth of water of reef platform top.Therefore on the reef platform construction to be subjected to the influence of morning and evening tides very serious, selects the suitable engineering time, in the engineering time rapid construction, assemble and prevent that wave from washing away building materials and seem particularly important fast.
The 2nd, the transport of materials difficulty of building the reef platform platform.Be positioned at the reef in zone, the South Sea, all away from the coastline, the cost of transportation height of building materials, time are long, after arriving reef simultaneously, because the influence of the depth of water, large vessel can't go up on the reef, small boat is long duty cycle, when being transported to building materials on the reef platform, may beginning that flood tide, thereby cause and to construct.
The 3rd, short construction period.Build platform at reef platform, construct in the time of can only utilizing ebb tide, from ebb tide to flood tide, interlude generally is no more than 12 hours at interval, in these 12 hours, need finish construction, otherwise not only can't construct at the incoming tide, and not have the constructional materials of construction also may be washed away by wave.
Therefore the platform of building at reef platform should be subjected to the impact of wave at any time, also will resist typhoon, and the engineering time will lack on reef platform simultaneously, can assemble fast, and is fixing, more light firm more good fast.
The utility model content
The technical problems to be solved in the utility model is to be subjected to the comparatively serious present situation of tidal effect at having now at reef platform construction platform construction, adopt combined type, lighting, modular construction, utilize a kind of column and conduit to build the reef platform platform fast, have anti-unrestrained wave energy power, also can resist the strong wind of certain grade simultaneously.
A kind of comprehensive islands and reefs comprehensive coverage platform structure of column and conduit that utilizes provided by the utility model is: comprise comprehensive platform, dispelling wind pipe, column, bearing structure, carrying connector, foam concrete, PE pipe, column steel structure, PE pier, rubber pad, concavo-convex locating hole (pin).Comprehensive platform is by upright supports, and the dispelling wind pipe is embedded in comprehensive platform inside, reduces the sea strong wind to the destruction of comprehensive platform.Column lower end is imbedded the coral reef certain depth, is placed on the rubber pad, and forms overall structure by carrying connector and bearing structure, and the load of carrying comprehensive platform jointly strengthens coral reef integrated carrying ability.
Column stands on the coral reef, and its bottom is lined with rubber pad, and shell is the PE pipe, and there is prefabricated column steel structure inside, and all the other positions adopt concrete to pour into.
The dispelling wind pipe is fixed in the comprehensive platform, the one end crooked 90 ° perpendicular to the sea level, platform outward flange one end level.
Bearing structure is for having the i iron of a circular hole at a certain distance, and on the reef platform that is criss-cross arranged, column is located on the bearing structure by the carrying connector, carries the load of comprehensive platform jointly.Bearing structure is according to comprehensive platform top load needs, but one deck configuration, but also multilayer.
The PE pier is made by polyethylene (PE) material, is enclosed within the column outside, shields.The PE pier adopts modularized design, is cylindric, and there is hole the centre; Sheath all has convexo-concave block up and down, and automatic interlock when stacking realizes the location.The PE pier internal diameter of different sizes is identical, builds the back mid portion and inserts column, by upright supports platform superstructure, increases the supporting capacity of platform.
The dispelling wind pipe is made by polyethylene (PE), is fixed in the lightweight steel construction on platform top, and the dispelling wind pipe is fixed in the comprehensive platform, and 25 ° of one end bent horizontal are stretched out from the comprehensive platform below, and other end level is stretched out from the platform outward flange.When sea wind blows to platform, by the dispelling wind pipe, the sea wind of horizontal direction is changed over off-shore wind along bend pipe, the sea wind horizontal force that whole terrace part is born is converted into downward pressure, thereby has effectively improved wind resistance grade and the stability of platform.
When sea wind blows to the comprehensive coverage platform, platform will be because the existence of dispelling wind pipe will be unfavorable for the horizontal wind that comprehensive platform is stable, and changing wind direction is the wind to tiltedly following direction that is conducive to platform stable.
When wave was poured into platform, the platform polycrystalline substance was owing to be the column shape, and less to the resistance of wave, the bearing structure i iron of bottom is opened and is cellular simultaneously, and is less to the resistance that wave forms, so wave destroys less to comprehensive platform.
The utility model is simple and reasonable for structure, and easy to connect, quick, cost is low.Can assemble in the marine modularization of carrying out, maintenance is replaced easily, is adapted at using under the severe sea condition, and application has a extensive future.
Description of drawings
Fig. 1 is the schematic perspective view of islands and reefs comprehensive coverage platform described in the utility model.
Fig. 2 is islands and reefs comprehensive coverage platform column sectional drawing described in the utility model.
Wherein: 1 comprehensive platform, 2 dispelling wind pipes, 3 columns, 4 bearing structures, 5 carrying connectors, 6 foam concrete, 7PE pipe, 8 column steel structures, 9PE pier, 10 rubber pads, 11 concavo-convex locating holes (pin)
The specific embodiment
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing the utility model is further elaborated.
As shown in Figure 1, 2, a kind of islands and reefs comprehensive coverage platform that utilizes conduit and column framework described in the utility model comprises comprehensive platform 1, dispelling wind pipe 2, column 3, bearing structure 4, carrying connector 5, foam concrete 6, PE pipe 7, column steel structure 8, PE pier 9, rubber pad 10, concavo-convex locating hole (pin) 11.It is characterized in that described comprehensive platform 1 is supported by column 3, dispelling wind pipe 2 is embedded in comprehensive platform 1 inside, reduces the sea strong wind to the destruction of comprehensive platform 1.Column 3 lower ends are located on the rubber pad 10, and form overall structure by carrying connector 5 and bearing structure 4, and the load of carrying comprehensive platform 1 jointly strengthens coral reef integrated carrying ability.
Described column 3 stands on the coral reef, and the coral reef certain depth is imbedded in its bottom, and the bottom is lined with rubber pad 10, and shell is PE pipe 7, the column steel structure 8 that internal configurations is prefabricated, and all the other positions adopt foam concrete 6 to pour into.
Described dispelling wind pipe 2 is fixed in the comprehensive platform 1, and 25 ° of one end bent horizontal are stretched out from the comprehensive platform below, and other end level is stretched out from the platform outward flange.
Described bearing structure 4 is for having the i iron of a circular hole at a certain distance, and on the crisscross configuration reef platform, column 3 is located on the bearing structure 4 by carrying connector 5, carries the load of comprehensive platform jointly.
Described carrying connector 5 is connected with column steel structure 8 with PE pier 9 preformed holes by PE pipe 7, is the right-angled intersection configuration, and the carrying number of connecting pieces equates with the number of plies of bearing structure, and the bearing structure increase number of plies is carried also increase synchronously of connector.
Described PE pier 9 is cylindric, and there is hole the centre; Described PE pier 9 all has shaggy block up and down, automatic interlock when stacking.
Described column 3 is inserted in the middle of the PE pier 9, works to support the comprehensive coverage platform.
Should be understood that, for those of ordinary skills, can be improved according to the above description or conversion, and all these improvement and conversion all should belong to the protection domain of the utility model claims.
Claims (7)
1. islands and reefs comprehensive coverage platform that utilizes conduit and column framework, comprise comprehensive platform (1), dispelling wind pipe (2), column (3), bearing structure (4), carrying connector (5), foam concrete (6), PE manages (7), column steel structure (8), PE pier (9), rubber pad (10), concavo-convex locating hole (11), it is characterized in that: described comprehensive platform (1) is supported by column (3), dispelling wind pipe (2) is embedded in the comprehensive platform (1), column (3) lower end is seated on the rubber pad (10), and forms overall structure by carrying connector (5) and bearing structure (4).
2. islands and reefs comprehensive coverage platform according to claim 1, it is characterized in that: column (3) stands on the coral reef, and its bottom is lined with rubber pad (10), and shell is PE pipe (7), there is prefabricated column steel structure (8) inside, and all the other positions adopt foam concrete (6) to pour into a mould.
3. islands and reefs comprehensive coverage platform according to claim 1, it is characterized in that: dispelling wind pipe (2) is fixed in the comprehensive platform (1), and one end horizontal curvature 25o stretches out from comprehensive platform (1) below, and other end level is stretched out from the platform outward flange.
4. islands and reefs comprehensive coverage platform according to claim 1, it is characterized in that: bearing structure (4) is for having the i iron of a circular hole at a certain distance, be criss-cross arranged on the reef platform, column (3) is located on the bearing structure (4) by carrying connector (5).
5. islands and reefs comprehensive coverage platform according to claim 1, it is characterized in that: described carrying connector (5) is connected with column steel structure (8) with PE pier (9) preformed hole by PE pipe (7), be the right-angled intersection configuration, the carrying number of connecting pieces equates with the number of plies of bearing structure, bearing structure increases the number of plies, and the carrying connector also increases synchronously.
6. islands and reefs comprehensive coverage platform according to claim 1, it is characterized in that: described PE pier (9) is cylindric, is formed by PEF (PE) cast, and the centre is provided with the hole of certain size; Described PE pier (9) is equipped with shaggy block up and down, and automatic interlock when stacking realizes the location.
7. islands and reefs comprehensive coverage platform according to claim 1 is characterized in that: described column (3) is inserted in the middle of the PE pier (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320088801 CN203213087U (en) | 2013-02-27 | 2013-02-27 | Reef comprehensive security platform capable of utilizing tube and stand column framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320088801 CN203213087U (en) | 2013-02-27 | 2013-02-27 | Reef comprehensive security platform capable of utilizing tube and stand column framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203213087U true CN203213087U (en) | 2013-09-25 |
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ID=49202635
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320088801 Expired - Fee Related CN203213087U (en) | 2013-02-27 | 2013-02-27 | Reef comprehensive security platform capable of utilizing tube and stand column framework |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203213087U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103103973A (en) * | 2013-02-27 | 2013-05-15 | 北京唐邦能源科技有限公司 | Reef island comprehensive coverage platform constructed by utilizing guide pipe and stand columns |
| CN103482035A (en) * | 2013-10-09 | 2014-01-01 | 清华大学 | Split mounting type offshore antiknock giant floating concrete structure |
-
2013
- 2013-02-27 CN CN 201320088801 patent/CN203213087U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103103973A (en) * | 2013-02-27 | 2013-05-15 | 北京唐邦能源科技有限公司 | Reef island comprehensive coverage platform constructed by utilizing guide pipe and stand columns |
| CN103103973B (en) * | 2013-02-27 | 2015-04-01 | 北京唐邦能源科技有限公司 | Reef island comprehensive coverage platform constructed by utilizing guide pipe and stand columns |
| CN103482035A (en) * | 2013-10-09 | 2014-01-01 | 清华大学 | Split mounting type offshore antiknock giant floating concrete structure |
| CN103482035B (en) * | 2013-10-09 | 2016-04-20 | 清华大学 | The huge cement concrete floating structure of the marine antiknock of pin-connected panel |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130925 Termination date: 20150227 |
|
| EXPY | Termination of patent right or utility model |