CN203361118U - Steel structure comprehensive guarantee platform with guide pipe and upright framework - Google Patents
Steel structure comprehensive guarantee platform with guide pipe and upright framework Download PDFInfo
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- CN203361118U CN203361118U CN 201320397972 CN201320397972U CN203361118U CN 203361118 U CN203361118 U CN 203361118U CN 201320397972 CN201320397972 CN 201320397972 CN 201320397972 U CN201320397972 U CN 201320397972U CN 203361118 U CN203361118 U CN 203361118U
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- steel structure
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Abstract
The utility model discloses a steel structure comprehensive guarantee platform with a guide pipe and an upright framework. The steel structure comprehensive guarantee platform with the guide pipe and the upright framework comprises a comprehensive platform body, a lifting stand column and a bearing mechanism. One end of the lifting stand column is connected with the comprehensive platform body, and the other end of the lifting stand column is provided with a rubber pad. The rubber pad is connected with the bearing mechanism through a bearing connection part, and the lateral face of the comprehensive platform body is provided with two sets of ventilation pipes which are arranged in a staggered mode. The steel structure comprehensive guarantee platform with the guide pipe and the upright framework is simple and reasonable in structure, fast and convenient to connect, low in construction cost, capable of being assembled in the sea in a modularized mode, easy to maintain and replace, suitable for being used in severe sea conditions and wide in application and popularization prospect.
Description
Technical field
The utility model relates to a kind of platform structure, is specially a kind of steel work comprehensive coverage platform that utilizes conduit and column framework.
Background technology
Building permanent platform at sea on reef, is the heavy difficulties on China's development and construction Sansha City, other island, ocean.When building platform, reef platform mainly has at present a following difficult problem:
(1) due to the impact of flux and reflux, the depth of water of reef platform top is always at any time what change, and the depth of water is approximately 4 meters at the incoming tide, depth of water 1-2 rice during ebb tide.Therefore on reef platform construction to be subject to the impact of morning and evening tides very serious, select the suitable engineering time, prevent that at engineering time rapid construction, rapid-assembling wave from washing away building materials to seem particularly important;
(2) build the transport of materials difficulty of reef platform platform.Be positioned at the reef of sea area, all away from coastline, the cost of transportation of building materials is high, the time is long, after arriving reef, due to the impact of the depth of water, large vessel can't go up on reef simultaneously, small boat is long duty cycle, when being transported on reef platform by building materials, may starting flood tide, thereby cause constructing;
(3) short construction period.Build platform on reef platform, constructed in the time of can only utilizing ebb tide, from the ebb tide to the flood tide, the interlude interval generally is no more than 12 hours, in these 12 hours, need complete 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 on reef platform, should be subject to the impact of wave at any time, also will resist typhoon, and on reef platform, the engineering time is short simultaneously, but rapid-assembling is fixing, lighter firm better fast.
The utility model content
The technical problem that the utility model solves is to provide a kind of steel work comprehensive coverage platform that utilizes conduit and column framework, to solve the shortcoming in the above-mentioned background technology.
The technical problem that the utility model solves realizes by the following technical solutions:
A kind of steel work comprehensive coverage platform that utilizes conduit and column framework, comprise comprehensive platform, lifting column, load carrier, described lifting column one end is connected with comprehensive platform, the lifting column other end is provided with rubber pad, described rubber pad is connected with load carrier by the bearer connection part, and described comprehensive platform side is provided with two groups of air chimneys that are staggeredly arranged.Because lifting column supports and air chimney is embedded in comprehensive platform, reduce the destruction of Gales at sea to comprehensive platform, the lifting column lower end is provided with on rubber pad, and forms overall structure by bearer connection part and load carrier, the load of common carrying comprehensive platform, strengthen the integrated carrying ability.
Further, the grid of load carrier for being welded to form by i iron, lifting column is seated on load carrier by the bearer connection part.
Further, but described load carrier layered configuration, but one deck, but also multi-layer configuration.
Beneficial effect:
The utility model is simple and reasonable for structure, and easy to connect, quick, cost is low, can be at the marine modularization assembling that carries out, and maintenance is replaced easily, is adapted at using under severe sea condition, and application has a extensive future.
The accompanying drawing explanation
Fig. 1 is the utility model structural representation.
The specific embodiment
For technological means, creation characteristic that the utility model is realized, reach purpose and effect is easy to understand, below in conjunction with concrete diagram, further set forth the utility model.
As shown in Figure 1, a kind of steel work comprehensive coverage platform that utilizes conduit and column framework, comprise comprehensive platform 1, lifting column 2, load carrier 3, described lifting column 2 one ends are connected with comprehensive platform 1, lifting column 2 other ends are provided with rubber pad 4, described rubber pad 4 is connected with load carrier 3 by bearer connection part 5, and described comprehensive platform 1 side is provided with two groups of air chimneys that are staggeredly arranged 6.Because lifting column 2 supports and air chimney 6 is embedded in comprehensive platform 1, reduce the destruction of Gales at sea to comprehensive platform 1, lifting column 2 lower ends are provided with on rubber pad 4, and form overall structure by bearer connection part 5 and load carrier 3, the load of common carrying comprehensive platform 1, strengthen the integrated carrying ability.The grid of described load carrier 3 for being welded to form by i iron, lifting column 2 is located on load carrier 3 by bearer connection part 5, but described load carrier 3 layered configuration, but one deck, but also multi-layer configuration.The utility model is simple and reasonable for structure, and easy to connect, quick, cost is low, can be at the marine modularization assembling that carries out, and maintenance is replaced easily, is adapted at using under severe sea condition, and application has a extensive future.
Above demonstration and described basic principle of the present utility model and principal character and advantage of the present utility model, the technician of the industry should understand, the utility model is not restricted to the described embodiments, that in above-described embodiment and manual, describes just illustrates principle of the present utility model, under the prerequisite that does not break away from the utility model spirit and scope, the utility model also has various changes and modifications, these changes and improvements all fall in claimed the utility model scope, the claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (3)
1. a steel work comprehensive coverage platform that utilizes conduit and column framework, comprise comprehensive platform, lifting column, load carrier, it is characterized in that: described lifting column one end is connected with comprehensive platform, the lifting column other end is provided with rubber pad, described rubber pad is connected with load carrier by the bearer connection part, and described comprehensive platform side is provided with two groups of air chimneys that are staggeredly arranged.
2. a kind of steel work comprehensive coverage platform that utilizes conduit and column framework according to claim 1 is characterized in that: the grid of load carrier for being welded to form by i iron, lifting column is seated on load carrier by the bearer connection part.
3. a kind of steel work comprehensive coverage platform that utilizes conduit and column framework according to claim 1 is characterized in that: but described load carrier layered configuration, but one deck, but also multi-layer configuration.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320397972 CN203361118U (en) | 2013-07-05 | 2013-07-05 | Steel structure comprehensive guarantee platform with guide pipe and upright framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320397972 CN203361118U (en) | 2013-07-05 | 2013-07-05 | Steel structure comprehensive guarantee platform with guide pipe and upright framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203361118U true CN203361118U (en) | 2013-12-25 |
Family
ID=49808906
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320397972 Expired - Fee Related CN203361118U (en) | 2013-07-05 | 2013-07-05 | Steel structure comprehensive guarantee platform with guide pipe and upright framework |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203361118U (en) |
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2013
- 2013-07-05 CN CN 201320397972 patent/CN203361118U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 410600 No. 008 Jinshui East Road, Jinzhou new district, Hunan, Changsha Patentee after: Changsha Jinfeng Heavy Industry Technology Co., Ltd. Address before: 410600 No. 008 Jinshui East Road, Jinzhou new district, Hunan, Changsha Patentee before: Hunan Jinfeng Steel Structure Engineering Co., Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131225 Termination date: 20210705 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |