CN202559371U - Driving type independent column and independent pile sea anemometer tower foundation - Google Patents
Driving type independent column and independent pile sea anemometer tower foundation Download PDFInfo
- Publication number
- CN202559371U CN202559371U CN2012202011435U CN201220201143U CN202559371U CN 202559371 U CN202559371 U CN 202559371U CN 2012202011435 U CN2012202011435 U CN 2012202011435U CN 201220201143 U CN201220201143 U CN 201220201143U CN 202559371 U CN202559371 U CN 202559371U
- Authority
- CN
- China
- Prior art keywords
- deck
- anemometer tower
- independent
- section
- cone section
- 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.)
- Expired - Lifetime
Links
Images
Landscapes
- Foundations (AREA)
Abstract
The utility model discloses a driving type independent column and independent pile sea anemometer tower foundation which comprises a lower steel pile and an upper assembly block. The steel pile comprises a mud inserting foundation steel pile and a transition cone section, wherein the lower portion of the transition cone section is of a major diameter, the upper portion of the transition cone section is of a minor diameter, and the upper portion of the transition cone section is connected with a stand column at the bottom of the assembly block , wherein the minor diameter of the upper portion matches with the diameter of the stand column. The top of the transition cone section is provided with a driving replacement section which is connected with a pile hammer, and the top of the upper assembly block is provided with a deck. The upper assembly block comprises an independent column structure and a diagonal bracing structure, the upper end of the independent column structure is connected with the deck, and the lower end of the independent column structure is connected with the transition cone section, wherein the diameter of the independent column structure matches with the minor diameter of the transition cone section. The deck is provided with four deck stand columns, the diagonal bracing structure is of a four bracing piece structure, four bracing pieces are supported on an independent column and are connected with the four deck stand columns, and the tops of the four deck stand columns are respectively provided with a flange plate which is connected with an upper anemometer tower frame. The driving type independent column and independent pile sea anemometer tower foundation is simple in structure, low in construction resource requirements, simple to install, short in a construction period, prone to form standardization, and capable of being popularized and applied to a plurality of sea areas due to the fact that the diameter and the length of the piles can be adjusted to apply to different sea areas.
Description
Technical field
The utility model relates to marine anemometer tower technical field, relates in particular to a kind of only post of formula, the marine anemometer tower of only stake basis squeezed into.
Background technology
The domestic marine anemometer tower of having implemented all adopts truss-like anemometer tower shelf structure at present, and its basis is the highrise pile cap scheme, and mainly by piling bar, level and bearing diagonal, the conversion deck is formed.Three to four steel taper piles are generally established on the basis, and piling bar is made up of section of foundation of going into mud and the standpipe section more than the mud face.Level and bearing diagonal are positioned at more than the water surface, and the top of piling bar is the conversion deck.The whole structural stability of this pattern is strong, but offshore construction is complicated, and squeezing into of piling bar needs the pile driving barge of specialty to carry out operation; Level and bearing diagonal all need on the basis of in-site measurement length at sea, the making on land, marine transportation and welding, and the conversion deck is generally adopted to be in the milk with piling bar and is connected; Whole erection process complex procedures; The construction resource requirement is high, long construction period, and overall investment is higher.
Summary of the invention
The purpose of the utility model is exactly in order to solve the anemometer tower shelf structure basis of prior art, construction at sea complicated, construct resource requirement height, long construction period, overall investment problem of higher.A kind of only post of formula, the marine anemometer tower of only stake basis squeezed into is provided; This anemometer tower foundation structure is simple, the construction resource requirement is low, it is simple and easy to install, the construction period short, be easy to form standardization, is applicable different waters through adjusting stake footpath and stake long, can apply to a plurality of marine sites.
To achieve these goals, the utility model adopts following technical scheme:
A kind of only post of formula, the marine anemometer tower of only stake basis squeezed into; Comprise bottom piling bar and upper chunk; Its middle and lower part piling bar includes mud basis piling bar and the bottom is the transition awl section of path for big footpath, top, and the top path of transition awl section and the column diameter of upper chunk bottom are connected, and transition awl section top is provided with for the section of beating; Be connected with pile hammer for the section of beating, the upper chunk top is provided with the deck.
Said upper chunk comprises single pillar structure and diagonal brace structure; The upper end of said single pillar structure is connected with the deck, the lower end is connected with the path of transition awl section, and the deck is provided with four deck columns, and said diagonal brace structure is four diagonal brace structures; Four diagonal braces are supported on only post; And be connected with four deck columns, the top of four deck columns is equipped with flange, and flange links to each other with top anemometer tower frame.
Transition awl section begins to extend to water surface the preceding paragraph distance from the mud face always.
Go into mud basis piling bar and adopt large diameter steel pipe.
Transition awl section and upper chunk welding.
The operating principle of the utility model: the utility model comprises the bottom piling bar; Upper chunk; Its middle and lower part piling bar includes mud basis piling bar and the bottom is the transition awl section of path for big footpath, top; The column diameter of top path and upper chunk bottom is connected, and transition awl section top is provided with for the section of beating, and is connected with pile hammer for the section of beating.Said upper chunk is only post four diagonal brace structures, and four diagonal braces are connected with four deck columns that link to each other with the deck, and column top, four decks is equipped with flange, and flange links to each other with top anemometer tower frame.Transition awl section begins to extend to water surface the preceding paragraph distance from the mud face always, and end opening is big, and upward young, this layout transits to minor-diameter steel-tube with large diameter steel pipe, is convenient to pile hammer piling, also meets the loading characteristic of structure simultaneously, can give full play to stock utilization.When anemometer tower was in the sea ice zone of action, the awl section can reduce the thrust of sea ice to structure.Transition awl section and upper chunk welding.This structure can be used as the basis of tower-type anemometer tower, and has anti-ice ability, and the transition awl section on the piling bar of bottom is in the sea ice operating area, can reduce sea ice to effect on structure.Because the tower-type anemometer tower will bear bigger environmental load during surveying wind, need the basis have bigger rigidity and supporting capacity, therefore go into mud basis piling bar and adopted large diameter steel pipe, with structure bearing capacity is provided, prevent that structure from toppling.The bottom piling bar adopts negative pressure injection and pile hammer to squeeze into the scheme that combines in installation.Level lifting bottom piling bar, stand up vertical after, transfer structure, behind the piling bar initial penetration into mud of bottom, carry out the negative pressure injection, can be until structure bottom piling bar from depositing in water; Then with pile hammer be installed in transition awl section top on the beat section, piling bar is squeezed into the back that puts in place excises and replace the section of beating, lifting upper chunk at last, to carry out soldering group right.
The beneficial effect of the utility model: the utility model is simple in structure, reliability is high; The construction resource requirement is low, has simplified the offshore construction program on anemometer tower basis, and simple and easy, construction period weak point is installed; Can reduce construction cost; And be easy to form standardization, and be applicable different waters through adjusting stake footpath and stake long, can apply to a plurality of marine sites.
Description of drawings
Fig. 1 is the structural representation of the utility model;
Fig. 2 squeezes into the structural representation of installment state for the utility model bottom piling bar uses pile hammer;
Among the figure, 1-mud basis piling bar gone into; 2-transition awl section; 3-upper chunk; 4-anemometer tower frame; 5-water surface; 6-mud face; 7-is for the section of beating; The 8-pile hammer; 9-bottom piling bar; 10 single pillar structures; 11-deck column; 12 diagonal brace structures.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the utility model is further specified.
A kind of only post of formula, the marine anemometer tower of only stake basis squeezed into, as shown in the figure, comprise bottom piling bar 9; Upper chunk 3; It is the transition awl section 2 of path with the bottom for big footpath, top that its middle and lower part piling bar 9 includes mud basis piling bar 1, and the top path of transition awl section and the column diameter of upper chunk 3 bottoms are connected, and transition awl section 2 tops are provided with for the section of beating 7; Be connected with pile hammer 8 for the section of beating 7, upper chunk 3 is provided with the deck.Said upper chunk 3 comprises single pillar structure 10, diagonal brace structure 12; The upper end of said single pillar structure 10 is connected with the deck, the lower end is connected with the path at piling bar top; The deck is provided with four deck columns 11, and said diagonal brace structure 12 is four diagonal brace structures, and four diagonal braces are supported on only post 10 and with four deck columns 11 and are connected; The top of four deck columns 11 is equipped with flange, and flange links to each other with top anemometer tower frame 4.Transition awl section 2 begins to extend to the water surface 5 the preceding paragraph distances from mud face 6 always.Go into mud basis piling bar 1 and adopt large diameter steel pipe.Transition awl section 2 and upper chunk 3 welding.
Though the above-mentioned accompanying drawing that combines is described the specific embodiment of utility model; But be not restriction to the utility model protection domain; One of ordinary skill in the art should be understood that; On the basis of the technical scheme of the utility model, those skilled in the art need not pay various modifications that creative work can make or distortion still in the protection domain of the utility model.
Claims (5)
1. squeeze into the only post of formula, the marine anemometer tower of only stake basis for one kind; Comprise bottom piling bar and upper chunk, it is characterized in that said bottom piling bar includes mud basis piling bar and the bottom is the transition awl section of path for big footpath, top; The top path of transition awl section and the column diameter of upper chunk bottom are connected; Transition awl section top is provided with for the section of beating, and is connected with pile hammer for the section of beating, and the upper chunk top is provided with the deck.
2. the only post of formula, the marine anemometer tower of the only stake basis squeezed into as claimed in claim 1; It is characterized in that said upper chunk comprises single pillar structure and diagonal brace structure, the upper end of said single pillar structure is connected with the deck, lower end and transition awl section path be connected; The deck is provided with four deck columns; Said diagonal brace structure is four diagonal brace structures, and four diagonal braces are supported on only post, and is connected with four deck columns; The top of four deck columns is equipped with flange, and flange links to each other with top anemometer tower frame.
3. the only post of formula, the marine anemometer tower of the only stake basis squeezed into as claimed in claim 1 is characterized in that said transition awl section begins to extend to water surface the preceding paragraph distance from the mud face always.
4. the only post of formula, the only marine anemometer tower of the stake basis squeezed into as claimed in claim 1 is characterized in that, saidly goes into mud basis piling bar and adopts large diameter steel pipe.
5. the only post of formula, the marine anemometer tower of the only stake basis squeezed into as claimed in claim 1 is characterized in that said transition awl section and upper chunk welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012202011435U CN202559371U (en) | 2012-05-08 | 2012-05-08 | Driving type independent column and independent pile sea anemometer tower foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012202011435U CN202559371U (en) | 2012-05-08 | 2012-05-08 | Driving type independent column and independent pile sea anemometer tower foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202559371U true CN202559371U (en) | 2012-11-28 |
Family
ID=47209040
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012202011435U Expired - Lifetime CN202559371U (en) | 2012-05-08 | 2012-05-08 | Driving type independent column and independent pile sea anemometer tower foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202559371U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677690A (en) * | 2012-05-08 | 2012-09-19 | 山东电力工程咨询院有限公司 | Driven type single-column and single-pile offshore anemometer tower foundation |
| CN104264704A (en) * | 2014-10-13 | 2015-01-07 | 天津大学前沿技术研究院有限公司 | Combination type hexagon buoyancy tank foundation for seaborne anemometer tower |
| CN104404976A (en) * | 2014-10-13 | 2015-03-11 | 天津大学前沿技术研究院有限公司 | Integrated hexagonal buoyancy tank foundation structure for marine anemometer tower |
| CN104404977A (en) * | 2014-10-13 | 2015-03-11 | 天津大学前沿技术研究院有限公司 | Integrated trilateral buoyancy tank foundation for marine anemometer tower |
| CN113803525A (en) * | 2021-09-27 | 2021-12-17 | 中国海洋石油集团有限公司 | Seabed brace rod fixing method for steel cylinder protection underwater production system manifold |
-
2012
- 2012-05-08 CN CN2012202011435U patent/CN202559371U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677690A (en) * | 2012-05-08 | 2012-09-19 | 山东电力工程咨询院有限公司 | Driven type single-column and single-pile offshore anemometer tower foundation |
| CN104264704A (en) * | 2014-10-13 | 2015-01-07 | 天津大学前沿技术研究院有限公司 | Combination type hexagon buoyancy tank foundation for seaborne anemometer tower |
| CN104404976A (en) * | 2014-10-13 | 2015-03-11 | 天津大学前沿技术研究院有限公司 | Integrated hexagonal buoyancy tank foundation structure for marine anemometer tower |
| CN104404977A (en) * | 2014-10-13 | 2015-03-11 | 天津大学前沿技术研究院有限公司 | Integrated trilateral buoyancy tank foundation for marine anemometer tower |
| CN113803525A (en) * | 2021-09-27 | 2021-12-17 | 中国海洋石油集团有限公司 | Seabed brace rod fixing method for steel cylinder protection underwater production system manifold |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202559371U (en) | Driving type independent column and independent pile sea anemometer tower foundation | |
| CN109026551B (en) | Novel floating type wind turbine foundation platform based on tuned liquid column oscillation damper | |
| US20120139255A1 (en) | Technology for combined offshore floating wind power generation | |
| CN203145038U (en) | lattice column type tower crane foundation | |
| CN101545462B (en) | A steel-concrete combined weight type offshore wind fan foundation structure | |
| CN205134327U (en) | Concrete diclinic props row -pile support system | |
| CN204551518U (en) | The wide shallow bucket negative pressure stake combination foundation of major diameter | |
| NO20092311L (en) | Wind turbine foundation and method of building a variable water depth wind turbine foundation | |
| CN206971250U (en) | A kind of offshore wind farm engineering jacket basis | |
| CN209719868U (en) | A kind of semi-submersible type offshore wind farm and cultivation fishing ground platform compages | |
| CN110015384A (en) | A kind of semi-submersible type offshore wind farm and cultivation fishing ground platform compages | |
| CN102852156A (en) | Composite pile foundation structure | |
| CN204849814U (en) | Marine fan | |
| CN201593193U (en) | Space truss type multi-bucket foundation of seaborne wind-power generator unit | |
| CN201713827U (en) | Fan base structure of offshore wind power station | |
| CN104612177A (en) | Inserted type steel cylinder and steel truss combined foundation and construction method thereof | |
| CN102677690A (en) | Driven type single-column and single-pile offshore anemometer tower foundation | |
| CN113086115A (en) | Shallow sea wind power semi-submersible platform provided with anti-heaving stand column | |
| CN102852154A (en) | Composite pile foundation | |
| CN103205981A (en) | Positioning structure for installation and grouting of jacket basis of offshore wind turbine | |
| CN207092045U (en) | The stage apparatus of marine pile connection construction | |
| CN206971249U (en) | A kind of corner sleeve column jacket assembles wind power foundation | |
| CN103726505B (en) | Offshore wind plant wind turbine foundation | |
| CN205604207U (en) | Novel jacket platform | |
| CN101642637B (en) | Whirlwind tank and construction method thereof |
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 | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 250014 Shandong Province, Lixia District of Ji'nan city Min Zi Qian Road No. 106 Patentee after: Shandong Electric Power Engineering Consulting Institute Co., Ltd. Patentee after: NEPTUNE OFFSHORE ENGINEERING DEVELOPMENT CO., LTD. Address before: 250014 Shandong Province, Lixia District of Ji'nan city Min Zi Qian Road No. 106 Patentee before: Shandong Electric Power Engineering Consulting Institute Co., Ltd. Patentee before: Haiwangxing Ocean Engineering Technology Co., Ltd, Tianjin City |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121128 |