CN201593182U - Shallow sea area base type concrete production platform - Google Patents
Shallow sea area base type concrete production platform Download PDFInfo
- Publication number
- CN201593182U CN201593182U CN2009202780958U CN200920278095U CN201593182U CN 201593182 U CN201593182 U CN 201593182U CN 2009202780958 U CN2009202780958 U CN 2009202780958U CN 200920278095 U CN200920278095 U CN 200920278095U CN 201593182 U CN201593182 U CN 201593182U
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- reinforced concrete
- concrete structure
- stand columns
- deck
- shallow sea
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Abstract
The utility model relates to a shallow sea area base type concrete production platform, which comprises a mat, stand columns and a deck, and is characterized in that a underwater mat is a box-shaped component of a reinforced concrete structure, a void cabin comprises side walls, a top plate and a bottom plate, the void cabin is separated into different compartments by a partition wall, the periphery of the surface of the mat is provided with an anti-slide skirt plate of the reinforced concrete structure, the stand columns are nine components of the reinforced concrete structure which are fixed on the surface of the mat in array, the top ends of eh stand columns are provided with a cross beam and a vertical beam, a combing position of the cross beam and the vertical beam is arranged on the top ends of the stand columns, the deck is a component of the reinforced concrete structure, the bottom surface is arranged on a mesh surface of the cross beam and the vertical beam, and is connected with the stand columns through the cross beam and the vertical beam. The platform saves steel, has low cost, saves maintenance cost, has excellent fatigue resistance, shock resistance, anti-seawater corrosion ability and excellent durability, can be reused, reduces the development cost, and is suitable for production operation of shallow sea marginal oilfields.
Description
Technical field
The utility model relates to a kind of shallow sea area seat bottom type concrete production platform.
Background technology
Oil field, shallow sea, beach is the important growth point of operational oil development on the China sea, and up to the present, China's ring Bohai Sea Tan Hai oilfield prospecting developing mainly relies on steel platform, is obtaining a lot of successful experiences aspect design, construction, construction and the use of steel platform.But steel platform exists, and steel quantity consumption is big, cost is high, the maintenance than shortcomings such as difficulties.
Concrete platform is safe and reliable technically, and has the ability of stronger anti-seawater corrosion, antifatigue and anti-accident load than the steel platform.Advantages such as in addition, it is many that concrete platform also has function, safeguards simply, and the safe in utilization and life-span is long, and can reuse, can effectively save investment, increase the economic feasibility of the exploitation of marginal oil field, hew out one new road for the shallow sea oil field development.
The utility model content
A kind of shallow sea area seat bottom type concrete production platform that the purpose of this utility model provides can effectively reduce shallow sea marginal oil field cost.
A kind of shallow sea area seat bottom type concrete production platform described in the utility model is made of heavy pad, column and deck; Heavy under water pad is the box component of a reinforced concrete structure, by side wall, top board and base plate constitute empty cabin, by partition wall empty cabin is divided into different separations, around heavy pad surface, be provided with the antiskid skirtboard of reinforced concrete structure, column is the member of nine reinforced concrete structures, become array to be fixed on the heavy pad face, the column top is equipped with transverse beam and longitudinal beam, transverse beam and longitudinal beam binding site are positioned on the column top, the deck is the member of reinforced concrete structure, the bottom surface places on the grid surface of transverse beam and longitudinal beam formation, links to each other with column with the longitudinal beam binding site by transverse beam.
The utility model adopts above design, mainly has the following advantages:
1, the concrete platform cost is low, and maintenance cost is economized, and has good antifatigue, shock resistance, anti-seawater corrosion ability, good endurance.
2, the heavy pad of rectangle of the present invention divides separation, has side wall, top board, base plate and partition wall to constitute, and partition wall is divided into different separations to heavy pad, can realize ballast and oil storage function.Heavy under water pad is provided with steel concrete antiskid skirtboard around the surface, can well the seat end in mud matter seabed, sea, beach.
3, the deck lower disposed has transverse beam and longitudinal beam, can strengthen the deck actual load.
4, column links to each other with the deck by horizontal longeron binding site under the deck, effectively strengthens platform intensity, can realize the multifunction of producing.
Description of drawings
Fig. 1 a shallow sea area seat bottom type concrete production platform structure elevation
Fig. 1 b shallow sea area seat bottom type concrete production platform structure lateral view
Fig. 2 sinks the mat structure plan view
Fig. 3 deck structure plan view
Wherein: 1, heavy pad 2, column 3, deck 4, antiskid skirtboard 5, transverse beam 6, longitudinal beam
The specific embodiment
A kind of shallow sea area seat bottom type concrete production platform described in the utility model is made of heavy pad 1, column 2 and deck 3; Heavy under water pad 1 is the box component of a reinforced concrete structure, by side wall, top board and base plate constitute empty cabin, by partition wall empty cabin is divided into different separations, around heavy pad surface, be provided with the antiskid skirtboard 4 of reinforced concrete structure, column 2 is the member of nine reinforced concrete structures, become array to be fixed on 1 on the heavy pad, the column top is equipped with transverse beam 5 and longitudinal beam 6, transverse beam and longitudinal beam binding site are positioned on the column top, deck 3 is the member of reinforced concrete structure, the bottom surface places on the grid surface of transverse beam and longitudinal beam formation, links to each other with column with the longitudinal beam binding site by transverse beam.
Claims (1)
1. a shallow sea area seat bottom type concrete production platform is made of heavy pad, column and deck; It is characterized in that: heavy under water pad is the box component of a reinforced concrete structure, by side wall, top board and base plate constitute empty cabin, by partition wall empty cabin is divided into different separations, around heavy pad surface, be provided with the antiskid skirtboard of reinforced concrete structure, column is the member of nine reinforced concrete structures, become array to be fixed on the heavy pad face, the column top is equipped with transverse beam and longitudinal beam, transverse beam and longitudinal beam binding site are positioned on the column top, the deck is the member of reinforced concrete structure, the bottom surface places on the grid surface of transverse beam and longitudinal beam formation, links to each other with column with the longitudinal beam binding site by transverse beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202780958U CN201593182U (en) | 2009-12-16 | 2009-12-16 | Shallow sea area base type concrete production platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202780958U CN201593182U (en) | 2009-12-16 | 2009-12-16 | Shallow sea area base type concrete production platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201593182U true CN201593182U (en) | 2010-09-29 |
Family
ID=42775249
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202780958U Expired - Lifetime CN201593182U (en) | 2009-12-16 | 2009-12-16 | Shallow sea area base type concrete production platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201593182U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103482035A (en) * | 2013-10-09 | 2014-01-01 | 清华大学 | Split mounting type offshore antiknock giant floating concrete structure |
| CN104895240B (en) * | 2015-05-22 | 2017-07-18 | 程华 | A kind of islands and reefs engineering construction structure using seawater and non-golden material as main material |
| CN109750569A (en) * | 2017-11-01 | 2019-05-14 | 中国石油天然气股份有限公司 | Marine roadbed structure |
| CN110499776A (en) * | 2019-09-17 | 2019-11-26 | 大连理工大学 | A kind of novel tapered bottom hull basis |
| CN113638387A (en) * | 2021-09-17 | 2021-11-12 | 清华大学 | Marine large-scale steel-concrete combined fixed platform structure |
| CN115136907A (en) * | 2022-05-20 | 2022-10-04 | 北京万远科技有限公司 | Net cage sinking pad |
-
2009
- 2009-12-16 CN CN2009202780958U patent/CN201593182U/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN104895240B (en) * | 2015-05-22 | 2017-07-18 | 程华 | A kind of islands and reefs engineering construction structure using seawater and non-golden material as main material |
| CN109750569A (en) * | 2017-11-01 | 2019-05-14 | 中国石油天然气股份有限公司 | Marine roadbed structure |
| CN110499776A (en) * | 2019-09-17 | 2019-11-26 | 大连理工大学 | A kind of novel tapered bottom hull basis |
| CN113638387A (en) * | 2021-09-17 | 2021-11-12 | 清华大学 | Marine large-scale steel-concrete combined fixed platform structure |
| CN115136907A (en) * | 2022-05-20 | 2022-10-04 | 北京万远科技有限公司 | Net cage sinking pad |
| CN115136907B (en) * | 2022-05-20 | 2023-10-13 | 北京万远科技有限公司 | Cage mat |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100929 |
|
| CX01 | Expiry of patent term |