CN207073110U - A kind of bucket foundation Larsen steel sheet pile combined type can generation breakwater - Google Patents
A kind of bucket foundation Larsen steel sheet pile combined type can generation breakwater Download PDFInfo
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- CN207073110U CN207073110U CN201720974252.3U CN201720974252U CN207073110U CN 207073110 U CN207073110 U CN 207073110U CN 201720974252 U CN201720974252 U CN 201720974252U CN 207073110 U CN207073110 U CN 207073110U
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- sheet pile
- steel sheet
- bucket foundation
- anchor ear
- girder steel
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Abstract
A kind of bucket foundation Larsen steel sheet pile combined type can generation breakwater, including bucket foundation, anchor ear, it is oriented to girder steel and Larsen steel sheet pile, the guiding girder steel is arranged in pairs, and at least provided with a pair of guiding girder steels, wherein bucket foundation is interspersed in the outside of guiding girder steel two being arranged in pairs using in injection sea bed by the way of suction sinks and passed through；It is oriented between girder steel and bucket foundation and is connected using anchor ear, the inserting piling Larsen steel sheet pile between the guiding girder steel being arranged in pairs；Blower fan tower barrel and wind-driven generator are installed on bucket foundation top.The utility model is used as Larsen steel sheet pile fixing device using homotype basis, there is easy construction, save the construction period and be reusable, the basis can provide larger horizontal bearing capacity simultaneously, it ensure that the security and stability of Novel breakwater, the problem of wind-driven generator of bucket foundation top installation also alleviates energy shortage instantly.
Description
Technical field
The utility model belongs to breakwater technical field in harbour and offshore engineering, specially a kind of bucket foundation Larsen steel
Sheet pile combined type can generation breakwater.
Background technology
Breakwater is to block wave propagation, maintaining the water surface steady, so that safety of ship berths and operation and the water built
Middle building, while breakwater also has the function of sand prevention, anti-stream and water conservancy diversion.With global economy develop rapidly and new shape
The unlatching of Maritime Silk Road under gesture, lower-cost shipping industry enter the new period of development, and the excellent harbour of tradition is gradually not
The development trend of marine transport business busy at present and larger-sized vessel can be met.Therefore, new port has to be built in geology
The marine site of inclement condition, the depth of water the wave is high and complex geologic conditions region with greater need for breakwater construction.Existing breakwater is applied
The work cycle is long, cost is high, can not meet the needs of new port Fast Construction.In addition breakwater is built in soft soil areas
Difficulty it is bigger, it is therefore desirable to a kind of quick, economical rationality and suitable for the breakwater of soft soil foundation of constructing.
The content of the invention
The purpose of this utility model is that to solve that the newly-built breakwater basement process on soft soil foundation is costly, construction is multiple
It is miscellaneous, while also it is not convenient to use the problem of Large Construction is equipped, there is provided a kind of bucket foundation Larsen steel sheet pile combined type can generate electricity
Breakwater, the breakwater structure is simple, easy for construction and can be applied to soft soil foundation etc. and require.
In order to solve the above-mentioned technical problem, technical scheme is used by the utility model：
Bucket foundation Larsen steel sheet pile combined type can generation breakwater, including bucket foundation, anchor ear, be oriented to girder steel and Larsen
Steel sheet pile, the guiding girder steel is arranged in pairs, and is oriented to girder steels at least provided with a pair, to ensure the globality of combining structure,
The outside of left and right two for the guiding girder steel being arranged in pairs is staggeredly distributed with bucket foundation, and wherein bucket foundation is using the heavy side passed through of suction
In formula injection sea bed；It is oriented between girder steel and bucket foundation and is connected using anchor ear, in two guiding girder steel being arranged in pairs
Between inserting piling Larsen steel sheet pile；Blower fan tower barrel and wind-driven generator are installed on bucket foundation top.
Preferably, described anchor ear is made up of two semicircle anchor ear rings, high-strength bolt, anchor ear support and welding plate, two
Semicircle anchor ear ring set is fastened mounted in bucket foundation periphery and with high-strength bolt, and one of semicircle anchor ear ring passes through anchor ear branch
Support and welding plate are weldingly fixed on the outside for being oriented to girder steel.
Preferably, the Larsen steel sheet pile after inserting piling is higher than sea level.
Preferably, multiple rows of horizontally-guided girder steel is set between Larsen steel sheet pile both sides, two bucket foundations, to ensure to combine
The globality of structure.
The advantages of the utility model and beneficial effect are：The Novel breakwater easy construction, the duration is saved, suitable for sea
Soft soil foundation.Bucket foundation can not only be used for Larsen steel sheet pile guide pile simultaneously, but also as offshore wind power foundation, effectively increase
The utilization rate on basis.
Brief description of the drawings
Fig. 1 be bucket foundation Larsen steel sheet pile combined type can generation breakwater front view；
Fig. 2 be bucket foundation Larsen steel sheet pile combined type can generation breakwater top view；
Fig. 3 is the front view of the utility model anchor ear；
Fig. 4 is the top view of the utility model anchor ear；
Fig. 5 is Larsen steel sheet pile top view used by the utility model.
Marginal data：1- bucket foundations, 2- anchor ears, 3- are oriented to girder steel, 4- Larsen steel sheet piles, 5- blower fan tower barrels, 6- wind-force
Generator, 7- semicircle anchor ear rings, 8- high-strength bolts, the support of 9- anchor ears, 10- welding plates.
Embodiment
The utility model is described in detail below in conjunction with the accompanying drawings：
With reference to Fig. 1 and Fig. 2, bucket foundation Larsen steel sheet pile combined type can generation breakwater, by bucket foundation 1, anchor ear 2,
It is oriented to girder steel 3 and Larsen steel sheet pile 4 forms, the guiding girder steel is arranged in pairs, and at least provided with a pair of guiding girder steels, to ensure
The globality of combining structure, wherein bucket foundation 1 using suction is heavy pass through by the way of in injection sea bed, and be interspersed and setting in pairs
3 liang of outsides of the guiding girder steel put；It is oriented between girder steel 3 and bucket foundation 1 and is connected using anchor ear 2.The anchor ear 2 is by two
Semicircle anchor ear ring 7, high-strength bolt 8, anchor ear support 9 and welding plate 10 form, and two semicircle anchor ear ring sets are mounted in bucket foundation 1
Periphery is simultaneously fastened with high-strength bolt 8, and one of semicircle anchor ear ring is weldingly fixed on guiding by anchor ear support 9 and welding plate 10
The outside (referring to Fig. 2) of girder steel 3, the inserting piling Larsen steel sheet pile 4 between girder steel 3 is oriented to；Blower fan tower is installed on the top of bucket foundation 1
Cylinder 5 and wind-driven generator 6.
Installation explanation
According to design requirement, bucket foundation 1 is positioned first, and carries out suction and is attached to desired depth.Will wherein
A semicircle anchor ear ring 7, anchor ear support 9 and welding plate 10 be welded and fixed together, then on bucket foundation 1 with height
Whole anchor ear 2 suit is fixed together by strength bolt 8.
It is directed to girder steel 3 to be welded in the welding plate 10 of anchor ear 2, further carries out the inserting piling of Larsen steel sheet pile 4.In inserting piling steel
During sheet pile, Larsen steel sheet pile 4 should be made to be close to be oriented to girder steel 3 as far as possible, and ensure that Larsen steel sheet pile 4 is higher than sea level.
Blower fan tower barrel 5 and wind-driven generator 6 are installed on bucket foundation 1.According to above-mentioned steps, the utility model is completed
Installation.
Certainly, it is to be also not limited to the example above to limitation of the present utility model, the utility model that described above, which is not,
The variations, modifications, additions or substitutions that those skilled in the art are made in essential scope of the present utility model, also should
Belong to the scope of protection of the utility model.
Claims (4)
1. a kind of bucket foundation Larsen steel sheet pile combined type can generation breakwater, it is characterised in that described breakwater includes cylinder
Type basis, anchor ear, girder steel and Larsen steel sheet pile being oriented to, the guiding girder steel is arranged in pairs, and is oriented to girder steels at least provided with a pair,
The cartridge type in injection sea bed by the way of sinking and pass through using suction is staggeredly distributed with the outside of left and right two for the guiding girder steel being arranged in pairs
Basis, it is oriented between girder steel and bucket foundation and is connected using anchor ear, the inserting piling between two be arranged in pairs are oriented to girder steel
Larsen steel sheet pile；Blower fan tower barrel and wind-driven generator are installed on bucket foundation top.
2. bucket foundation Larsen steel sheet pile combined type according to claim 1 can generation breakwater, it is characterised in that：It is described
Anchor ear is made up of two semicircle anchor ear rings, high-strength bolt, anchor ear support and welding plate, and two semicircle anchor ear ring sets are mounted in cartridge type
Basic periphery is simultaneously fastened with high-strength bolt, and one of semicircle anchor ear ring is weldingly fixed on guiding by anchor ear support and welding plate
The outside of girder steel.
3. a kind of bucket foundation Larsen steel sheet pile combined type according to claim 1 can generation breakwater, it is characterised in that：
Larsen steel sheet pile after the inserting piling should be higher than that sea level.
4. a kind of bucket foundation Larsen steel sheet pile combined type according to claim 1 can generation breakwater, it is characterised in that：
In Larsen steel sheet pile both sides, multiple rows of horizontally-guided girder steel is set, to ensure the globality of combining structure between two bucket foundations.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720974252.3U CN207073110U (en) | 2017-08-07 | 2017-08-07 | A kind of bucket foundation Larsen steel sheet pile combined type can generation breakwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720974252.3U CN207073110U (en) | 2017-08-07 | 2017-08-07 | A kind of bucket foundation Larsen steel sheet pile combined type can generation breakwater |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207073110U true CN207073110U (en) | 2018-03-06 |
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ID=61523289
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720974252.3U Active CN207073110U (en) | 2017-08-07 | 2017-08-07 | A kind of bucket foundation Larsen steel sheet pile combined type can generation breakwater |
Country Status (1)
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| CN (1) | CN207073110U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960732A (en) * | 2022-06-09 | 2022-08-30 | 交通运输部天津水运工程科学研究所 | Single-pile wind power foundation and semicircular breakwater combined structure |
-
2017
- 2017-08-07 CN CN201720974252.3U patent/CN207073110U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960732A (en) * | 2022-06-09 | 2022-08-30 | 交通运输部天津水运工程科学研究所 | Single-pile wind power foundation and semicircular breakwater combined structure |
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