CN201459753U - Base for offshore lighthouse - Google Patents
Base for offshore lighthouse Download PDFInfo
- Publication number
- CN201459753U CN201459753U CN2009200976850U CN200920097685U CN201459753U CN 201459753 U CN201459753 U CN 201459753U CN 2009200976850 U CN2009200976850 U CN 2009200976850U CN 200920097685 U CN200920097685 U CN 200920097685U CN 201459753 U CN201459753 U CN 201459753U
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- stake
- column
- pedestal
- support fixation
- base
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Abstract
A base for an offshore lighthouse comprises a base body and supporting spud piles, wherein a base seat adopts an orthohexagonal reinforced concrete box body; an upright post is integrated with each pile hole of a base surface plate on the bottom surface of the box body; a top platform is arranged at the upper part of each upright post; and a lighthouse body is arranged above the top platforms. After the base body is made onshore, positioned offshore through float towing and settled to the seabed, the supporting spud piles are inserted into the pile holes of the upright posts to support and fix the base body. The base for the offshore lighthouse is suitable for the lighthouse construction at sea, particularly the lighthouse construction in the sea area based on soft soil, and has the advantages of convenient manufacture, low cost and good economic benefit.
Description
Technical field
The utility model relates to marine beacon field.
Background technology
Marine beacon is important sea going safety device, the harbour outside or place, important navigation channel all should set up fixedly beacon, with the guarantee navigation safety.Build beacon at sea, at first will at sea throw and fill out a large amount of stones, build the firm beacon basis that is higher than the sea, on the basis of beacon, build the body of the tower of beacon then.Because reclamation is great, the cost of marine beacon is very high.Particularly in the sea area on weak soil basis, because the bearing capacity on weak soil basis is low, the construction on beacon basis is difficulty more.
Summary of the invention
Technical problem to be solved in the utility model is that the pedestal that provides a kind of marine beacon to use is applicable to and carries out the beacon construction at sea, more is specially adapted to carry out the beacon construction in the sea area on weak soil basis.The pedestal that marine beacon is used is easily manufactured, and cost is low, and is good in economic efficiency.
In order to solve the problems of the technologies described above, the technical solution adopted in the utility model is: the pedestal that marine beacon is used comprises base body and support fixation stake; Base body comprises the basis seat that is positioned at the bottom, column, the superposed top platform that is positioned at the middle part; The basis seat is the casing of orthohexagonal steel concrete, the bottom surface of casing is the base plate of orthohexagonal, be evenly distributed with a plurality of holes on the base plate, have vertical with base plate on each of base plate hole and make the hollow column of one with it, there is the through hole that inserts the support fixation stake at the center of column; In the bottom of facing mutually between the column reinforcing rib of strengthening the bonding strength between the column is arranged, reinforcing rib is enclosed casing and inner a plurality of triangle spaces thereof of the orthohexagonal steel concrete of basis seat; Top platform is arranged at the top of column, top platform comprises flat board under the top platform, top platform upper flat plate, faces the reinforcing rib of the bonding strength between the reinforcement column between the column mutually, and top platform flat board, top platform upper flat plate, reinforcing rib and column is down made one; There is the beacon body top of top platform upper flat plate, and the space that is reinforced the muscle separation under the top platform between flat board and the top platform upper flat plate is as storehouse and living facilities; Base body is made by land, through floating haul at sea locate be deposited to the seabed after, insert the support fixation stake in the stake hole of column, the support fixation stake) is inserted into the projected depth in seabed, be perfused with in the gap between the outer wall of the endoporus in stand column pile hole and support fixation stake and make it be combined into whole concrete, support fixation stake support fixation base body.
Describedly make a plurality of shallow annular grooves at the endoporus in base body stake hole and the outer wall on support fixation stake top, when filling the gap between the outer wall on the endoporus in base body stake hole and support fixation stake top with concrete, the concrete in shallow grooves makes hollow thin-wall stake and the firmer integral body of caisson formation.
The cross section of described pedestal is an orthohexagonal, and the column of orthohexagonal periphery is outward-dipping from top to bottom, makes the support fixation stake in its hole also outward-dipping, forms pyramidal structure, increases the support fixation area.
The pedestal that described marine beacon is used is made up of a plurality of base bodies, at sea interlinks, and constitutes bigger work area, because a plurality of base bodies support mutually, pedestal has better stability at sea.
The promising increase base bottom surface of described base plate is long-pending to the broadside that adds that extends all around, and the top that adds broadside has increase to add the leg-of-mutton reinforcing rib of broadside intensity, adds the stability that broadside increases pedestal.
Described support fixation stake is reinforced concrete hollow stake, hollow steel pipe pile, big section hollow thin-wall stake.
The beneficial effects of the utility model are: the pedestal that marine beacon is used, and be applicable to and carry out the beacon construction at sea, more be specially adapted to carry out the beacon construction in the sea area on weak soil basis.The pedestal that marine beacon is used is easily manufactured, and cost is low, and is good in economic efficiency.
Description of drawings
1. Fig. 1 is the front section view of the pedestal used of marine beacon.
2. Fig. 2 is the A-A sectional view of Fig. 1.
In the drawings:
1. base body 2. support fixation stakes
3. basic seat 4. columns
5. top platform 6. base plates
7. reinforcing rib 8. top platforms are dull and stereotyped down
9. top platform upper flat plate 10. beacon bodies
11. stone
The specific embodiment
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail: Fig. 1 is the front section view of the pedestal used of marine beacon.Fig. 2 is the A-A sectional view of Fig. 1.
By among Fig. 1, Fig. 2 as can be seen, pedestal comprises base body 1 and support fixation stake 2.
The top of base body 1 is positioned on the climax water level, and the over top of base body 1 is a beacon body 10.
The bottom surface of base body 1 is positioned on the sea bottom surface, uses support fixation stake 2 support fixation base body 1 at sea.The utility model does not carry out consolidation process to the seabed on weak soil basis, has reduced the expense cost of based process.
After base body 1 is made by land, plunged into the commercial sea by land, haul offshore location through floating marine, the location is deposited to the seabed.
A plurality of triangle spaces that reinforcing rib 7 on the basis seat 3 is enclosed form buoyancy, can make the floating haul of pedestal at sea.
Insert support fixation stake 2 in the stake hole of base body 1, be perfused with in the gap between the endoporus in 1 hole of base body and the outer wall of support fixation stake 2 and make its concrete that is combined into integral body, support fixation stake 2 is combined into integral body with base body 1.
Support fixation stake 2 is inserted into the projected depth in seabed, be passed down through the very low weak soil layer of the very big supporting capacity of water content, reach the high soil layer of bearing capacity, the weight of support fixation stake 2 bearing base bodies 1, the position of fixed base pedestal 1 makes base body 1 can bear the impact of ocean current wave storm tide simultaneously.
For make base body 1 and support fixation stake 2 more firm be connected to become integral body, make a plurality of shallow annular grooves at the endoporus in 1 hole of base body and the outer wall on support fixation stake 2 tops, when filling the gap between the outer wall on the endoporus in 1 hole of base body and support fixation stake 2 tops with concrete, the concrete in shallow grooves makes hollow thin-wall stake and the firmer integral body of caisson formation.
The base body top is positioned on the climax water level, is subjected to the impact less than wave, and columniform column 4 has reduced the impact of wave.Filling stone 11 in the seat 3 of basis, the weight of increase base body 1 makes it more stable at sea.
The cross section of pedestal is an orthohexagonal, and the column 4 of orthohexagonal periphery is outward-dipping from top to bottom, makes the support fixation stake 2 in its hole also outward-dipping, forms pyramidal structure, increases the support fixation area.
For increasing the pedestal area that marine beacon is used, the pedestal that marine beacon is used can be made up of a plurality of base bodies 1, at sea interlinks, and constitutes bigger work area, because a plurality of base bodies 1 support mutually, pedestal has better stability at sea.
Base plate 6 promising increase base bottom surface are long-pending to the broadside that adds that extends all around, and the top that adds broadside has increase to add the leg-of-mutton reinforcing rib of broadside intensity, adds the stability that broadside increases pedestal.
Support fixation stake 2 is reinforced concrete hollow stake, hollow steel pipe pile, big section hollow thin-wall stake.
Pedestal of the present utility model can be applicable to different Hai Shen, can not change the height of column simultaneously as Hai Shen.
Pedestal of the present utility model also is a kind of offshore universal platform, and is as doing oceanographic observation research platform, meteorological research platform, texas tower, marine by boat landing, martime rescue center, cruise tourism platform etc.
The utility model has the advantages that: the pedestal that offshore lighthouse is used, be applicable to and carry out the beacon construction at sea, more be specially adapted to carry out the beacon construction in the sea area on weak soil basis. The pedestal that offshore lighthouse is used is easily manufactured, and cost is low, and is good in economic efficiency.
Claims (6)
1. the pedestal that marine beacon is used is characterized in that: comprise base body (1) and support fixation stake (2); Base body (1) comprises the basis seat (3) that is positioned at the bottom, column (4), the superposed top platform (5) that is positioned at the middle part; Basis seat (3) is the casing of orthohexagonal steel concrete, the bottom surface of casing is the base plate (6) of orthohexagonal, base plate is evenly distributed with a plurality of holes on (6), have vertical with base plate on each hole of base plate (6) and make the hollow column (4) of one with it, there is the through hole that inserts support fixation stake (2) at the center of column (4); In the bottom of facing mutually between the column reinforcing rib (7) of strengthening the bonding strength between the column is arranged, reinforcing rib (7) is enclosed casing and inner a plurality of triangle spaces thereof of the orthohexagonal steel concrete of basis seat (3); Top platform (5) is arranged at the top of column (4), top platform (5) comprises under the top platform dull and stereotyped (8), top platform upper flat plate (9), faces the reinforcing rib (7) of the bonding strength between the reinforcement column between the column mutually, and top platform down dull and stereotyped (8), top platform upper flat plate (9), reinforcing rib (7) and column (4) are made one; There is the beacon body top of top platform upper flat plate (9), and the space that is reinforced muscle (7) separation between top platform down dull and stereotyped (8) and the top platform upper flat plate (9) is as storehouse and living facilities; Base body (1) is made by land, through floating haul at sea locate be deposited to the seabed after, insert support fixation stake (2) in the stake hole of column (4), support fixation stake (2) is inserted into the projected depth in seabed, being perfused with in the gap between the endoporus in column (4) stake hole and the outer wall of support fixation stake (2) makes it be combined into whole concrete, support fixation stake (2) support fixation base body (1).
2. the pedestal that marine beacon according to claim 1 is used, it is characterized in that: make a plurality of shallow annular grooves at the endoporus in base body (1) stake hole and the outer wall on support fixation stake (2) top, when filling the gap between the outer wall on the endoporus in base body (1) stake hole and support fixation stake (2) top with concrete, the concrete in shallow grooves makes hollow thin-wall stake and the firmer integral body of caisson formation.
3. the pedestal that marine beacon according to claim 1 is used, it is characterized in that: the cross section of pedestal is an orthohexagonal, and the column of orthohexagonal periphery (4) is outward-dipping from top to bottom, makes the support fixation stake (2) in its hole also outward-dipping, form pyramidal structure, increase the support fixation area.
4. the pedestal that marine beacon according to claim 1 is used, it is characterized in that: the pedestal that marine beacon is used is made up of a plurality of base bodies (1), at sea interlinks, and constitutes bigger work area, because a plurality of base bodies (1) support mutually, pedestal has better stability at sea.
5. the pedestal that marine beacon according to claim 1 is used, it is characterized in that: the promising increase base bottom surface of base plate (6) is long-pending to the broadside that adds that extends all around, the top that adds broadside has increase to add the leg-of-mutton reinforcing rib of broadside intensity, adds the stability that broadside increases pedestal.
6. the pedestal that marine beacon according to claim 1 is used is characterized in that: support fixation stake (2) is reinforced concrete hollow stake, hollow steel pipe pile, big section hollow thin-wall stake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200976850U CN201459753U (en) | 2009-07-09 | 2009-07-09 | Base for offshore lighthouse |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200976850U CN201459753U (en) | 2009-07-09 | 2009-07-09 | Base for offshore lighthouse |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201459753U true CN201459753U (en) | 2010-05-12 |
Family
ID=42387106
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200976850U Expired - Fee Related CN201459753U (en) | 2009-07-09 | 2009-07-09 | Base for offshore lighthouse |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201459753U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797552A (en) * | 2018-06-19 | 2018-11-13 | 安徽枫雅轩科技信息服务有限公司 | A kind of offshore drilling platform support device |
| US10180011B2 (en) | 2014-09-02 | 2019-01-15 | Jarrod Conway WHITE | Post support apparatus |
| CN111098993A (en) * | 2019-12-31 | 2020-05-05 | 吴江新华航标制造有限公司 | Lamp pile suitable for corrosive environment |
| CN113175263A (en) * | 2020-06-22 | 2021-07-27 | 中国石化集团胜利石油管理局有限公司电力分公司 | Carbon fiber composite material tower |
-
2009
- 2009-07-09 CN CN2009200976850U patent/CN201459753U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10180011B2 (en) | 2014-09-02 | 2019-01-15 | Jarrod Conway WHITE | Post support apparatus |
| CN108797552A (en) * | 2018-06-19 | 2018-11-13 | 安徽枫雅轩科技信息服务有限公司 | A kind of offshore drilling platform support device |
| CN111098993A (en) * | 2019-12-31 | 2020-05-05 | 吴江新华航标制造有限公司 | Lamp pile suitable for corrosive environment |
| CN113175263A (en) * | 2020-06-22 | 2021-07-27 | 中国石化集团胜利石油管理局有限公司电力分公司 | Carbon fiber composite material tower |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100512 Termination date: 20120709 |