CN104294796B - High tide-difference zone blower fan grouped piles cap basis integration docking system - Google Patents
High tide-difference zone blower fan grouped piles cap basis integration docking system Download PDFInfo
- Publication number
- CN104294796B CN104294796B CN201410580191.3A CN201410580191A CN104294796B CN 104294796 B CN104294796 B CN 104294796B CN 201410580191 A CN201410580191 A CN 201410580191A CN 104294796 B CN104294796 B CN 104294796B
- Authority
- CN
- China
- Prior art keywords
- impingement baffle
- wind
- electricity generation
- pile foundation
- powered electricity
- 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 - Fee Related
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
- E02B3/26—Fenders
-
- 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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Abstract
Height tide-difference zone blower fan grouped piles cap basis integration docking system of the present invention, belong to marine alongside cushion cap technical equipment field, including wind-powered electricity generation pile foundation, impingement baffle, impingement baffle vertical direction tilts to form an angle with wind-powered electricity generation pile foundation, and impingement baffle upper end links with wind-powered electricity generation pile foundation elasticity.Arranging a rubber spring between wind-powered electricity generation pile foundation and impingement baffle, wind-powered electricity generation pile foundation is upper and lower is fixedly installed U-loop and lower U-loop on one respectively, and upper U-loop connects with impingement baffle top end shaft, and lower U-loop is by chain and impingement baffle active link.Arranging a cat ladder in the middle of impingement baffle, both sides are fixedly installed as arch shaped rubber fender.Present invention substantially reduces off-lying sea stormy waves impact and boats and ships stop the damage clashed into berthing device, the simultaneously cat ladder of ramp type more convenient staff climbing.The present invention, through experts' evaluation, meets open ocean and can meet maximum 8.9 meters of drop Environmental Technology requirements, and in all energy normal operations of height tide, upper and lower cat ladder is by ship time all energy safe operations up and down.
Description
Technical field
The invention belongs to marine alongside cushion cap technical equipment field, be specifically related to a kind of high tide-difference zone blower fan grouped piles cap basis integration docking system.
Background technology
In prior art, Offshore Pile Cap berthing device is one 12 meters long welded steel structure frock impingement baffles, and this frock impingement baffle is embedded in inside cushion cap wind-powered electricity generation pile foundation, frock impingement baffle surface fixed installation arch shaped rubber fender.The most fixing cat ladder for people's climbing in the wind-powered electricity generation pile foundation of frock impingement baffle side.Wind-powered electricity generation pile foundation height is 5.6 meters, frock impingement baffle is 12 meters, so there being the frock impingement baffle of 6.4 meters unsettled, under the constant impingement of unsettled impingement baffle stormy waves at sea under wind-powered electricity generation pile foundation, part pre-buried to wind-powered electricity generation pile foundation can impact, thus greatly reduce the service life of cushion cap berthing device；Meanwhile, when boats and ships are stopped, the impulsive force of impingement baffle is strengthened the most further the damage of the pre-buried part of wind-powered electricity generation pile foundation.So, above-mentioned berthing device of the prior art is only suitable for using at seashore harbour, and it is little that harbour periphery is provided with cofferdam, wave, and in the big off-lying sea of stormy waves, is then not suitable with.In addition, berthing device of the prior art installs complexity, is vertically fixed on the cat ladder in wind-powered electricity generation pile foundation and is also not easy to climbing and the safety of staff.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the deficiencies in the prior art, it is provided that one adapts to off-lying sea tide drop and huge sea beat power, and the high tide-difference zone blower fan grouped piles cap basis integration docking system that safe ready staff climbs up and down.
The technical solution adopted for the present invention to solve the technical problems is: high tide-difference zone blower fan grouped piles cap basis integration docking system, including wind-powered electricity generation pile foundation, impingement baffle, it is characterized in that: described impingement baffle vertical direction tilts to form an angle with wind-powered electricity generation pile foundation, and impingement baffle upper end links with wind-powered electricity generation pile foundation elasticity.
Arranging a rubber spring between described wind-powered electricity generation pile foundation and impingement baffle, described rubber spring is fixing with wind-powered electricity generation pile foundation to be connected.
Described wind-powered electricity generation pile foundation is upper and lower is fixedly installed U-loop and lower U-loop on one respectively, and described upper U-loop connects with impingement baffle top end shaft；Described lower U-loop is by chain and impingement baffle active link.
Described rubber spring is arranged between U-loop and lower U-loop.
Arranging a cat ladder in the middle of described impingement baffle, both sides are fixedly installed as arch shaped rubber fender.
One rail mounted is set on described cat ladder from lock slide.
Described rail mounted is provided with buoy on lock slide.
Between described impingement baffle and wind-powered electricity generation pile foundation, angle is 0 ~ 10 degree.
Between described impingement baffle and wind-powered electricity generation pile foundation, angle is 4 degree.
Compared with prior art, the invention has the beneficial effects as follows: impingement baffle of the present invention tilts and links with wind-powered electricity generation pile foundation elasticity, greatly reduce off-lying sea stormy waves impact and the damage clashed into berthing device stopped by boats and ships.The present invention is suitable for the stop of less than 1000 tons ship's and crafts, and when canoe alongside, impingement baffle surface arches rubber fender plays cushioning effect, and when relatively large-tonnage ship alongside, rubber spring plays corresponding elastic buffer effect.The cat ladder that the present invention tilts is arranged, and more convenient staff climbs；Rail mounted, from lock slide safeguard procedures, can reach 1cm locking；Consider that tidal range situation is installing buoy from lock slide, allow it remain at above water, ensure that the safety of climbing personnel from multiple angles.The present invention need not pre-buried impingement baffle in wind-powered electricity generation pile foundation, operates simpler laborsaving.The present invention is experts' evaluation accreditation in industry in Shanghai, meets open ocean and can meet maximum 8.9 meters of drop Environmental Technology requirements, and in all energy normal operations of height tide, upper and lower cat ladder all can normally up and down by ship time, safe operation.
Accompanying drawing explanation
Fig. 1 is the present invention main TV structure schematic diagram.
Fig. 2 is side-looking structural representation of the present invention.
Figure is labeled as: 1, wind-powered electricity generation pile foundation；2, impingement baffle；3, rubber spring；4, upper U-loop；5, lower U-loop；6, cat ladder；7, arch shaped rubber fender；8, rail mounted is from lock slide；9, buoy.
Detailed description of the invention
Below in conjunction with the accompanying drawings and embodiment, the present invention is described further:
As shown in Figure 1, 2, high tide-difference zone blower fan grouped piles cap basis integration docking system, including wind-powered electricity generation pile foundation 1, impingement baffle 2, impingement baffle 2 separates with wind-powered electricity generation pile foundation 1, and impingement baffle 2 vertical direction tilts to become 4 degree of angles with wind-powered electricity generation pile foundation 1.Wind-powered electricity generation pile foundation 1 is upper and lower is fixedly installed U-loop 4 and lower U-loop 5 on one respectively, and upper U-loop 4 connects with impingement baffle 2 top end shaft；Lower U-loop 5 and impingement baffle 2 are by chain active link.It is fixedly installed rubber spring 3 in wind-powered electricity generation pile foundation 1 between upper U-loop 4 and lower U-loop 5.Being fixedly installed a cat ladder 6 in the middle of impingement baffle 2, both sides are fixedly installed arch shaped rubber fender 7.It is 70cm that cat ladder arranges width, and spacing is 50cm, and installs additional in side and be provided with handrail.The rail mounted of band buoy 9 is set on cat ladder 6 from lock slide 8.
In being embodied as: upper U-loop 4 is the U-shaped ring of stainless steel of Φ 100cm, lower U-loop 5 is the U-shaped ring of stainless steel of Φ 40cm, upper U-loop 4, lower U-loop 5 are embedded in wind-powered electricity generation pile foundation 1 respectively, a pre-buried bolt in wind-powered electricity generation pile foundation 1 between upper U-loop 4 and lower U-loop 5, rubber spring 3 is arranged on the most pre-buried bolt, is fixed by nut；Arch shaped rubber fender 7, cat ladder 6 etc. are pre-installed in fixation on impingement baffle 2；Impingement baffle 2 is sling, by the stainless steel connecting shaft of Φ 75cm, the hanger on impingement baffle 2 top and upper U-shaped ring is carried out axle and connect suspension；Finally with chain by under U-shaped ring be connected with the hanger in the middle part of impingement baffle 1 and to play position-limiting action, to prevent impingement baffle from oscillating with tide.
The above, be only presently preferred embodiments of the present invention, is not the restriction that the present invention makees other form, and any those skilled in the art are changed possibly also with the technology contents of the disclosure above or are modified as the Equivalent embodiments of equivalent variations.But every without departing from technical solution of the present invention content, any simple modification, equivalent variations and remodeling above example made according to the technical spirit of the present invention, still fall within the protection domain of technical solution of the present invention.
Claims (7)
- The highest tide-difference zone blower fan grouped piles cap basis integration docking system, including wind-powered electricity generation pile foundation (1), impingement baffle (2), it is characterised in that: described impingement baffle (2) vertical direction tilts to form an angle with wind-powered electricity generation pile foundation (1)；Arranging a rubber spring (3) between described wind-powered electricity generation pile foundation (1) and impingement baffle (2), described rubber spring (3) is fixing with wind-powered electricity generation pile foundation (1) to be connected；Upper and lower U-loop on (4) and the lower U-loop (5) of being fixedly installed respectively of described wind-powered electricity generation pile foundation (1), described upper U-loop (4) connects with impingement baffle (2) top end shaft, and described lower U-loop (5) is by chain and impingement baffle (2) active link.
- High tide-difference zone blower fan grouped piles cap basis integration docking system the most according to claim 1, it is characterised in that: described rubber spring (3) is arranged between U-loop (4) and lower U-loop (5).
- High tide-difference zone blower fan grouped piles cap basis integration docking system the most according to claim 1 and 2, it is characterised in that: arranging a cat ladder (6) in the middle of described impingement baffle (2), both sides are fixedly installed as arch shaped rubber fender (7).
- High tide-difference zone blower fan grouped piles cap basis integration docking system the most according to claim 3, it is characterised in that: a rail mounted is set on described cat ladder (6) from lock slide (8).
- High tide-difference zone blower fan grouped piles cap basis integration docking system the most according to claim 4, it is characterised in that: described rail mounted is provided with buoy (9) on lock slide (8).
- High tide-difference zone blower fan grouped piles cap basis integration docking system the most according to claim 1, it is characterised in that: between described impingement baffle (2) and wind-powered electricity generation pile foundation (1), angle is 4 ~ 10 degree.
- High tide-difference zone blower fan grouped piles cap basis integration docking system the most according to claim 6, it is characterised in that: between described impingement baffle (2) and wind-powered electricity generation pile foundation (1), angle is 4 degree.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410580191.3A CN104294796B (en) | 2014-10-27 | 2014-10-27 | High tide-difference zone blower fan grouped piles cap basis integration docking system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410580191.3A CN104294796B (en) | 2014-10-27 | 2014-10-27 | High tide-difference zone blower fan grouped piles cap basis integration docking system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104294796A CN104294796A (en) | 2015-01-21 |
| CN104294796B true CN104294796B (en) | 2016-08-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410580191.3A Expired - Fee Related CN104294796B (en) | 2014-10-27 | 2014-10-27 | High tide-difference zone blower fan grouped piles cap basis integration docking system |
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| Country | Link |
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| CN (1) | CN104294796B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106958193B (en) * | 2017-04-13 | 2018-10-19 | 东北林业大学 | Elasticity is from ramp type floating ice protective device |
| CN108118722A (en) * | 2018-01-08 | 2018-06-05 | 明阳智慧能源集团股份公司 | The anti-corrosion anti-collision protection structure and preparation method of offshore wind farm jacket spud leg |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2066867U (en) * | 1990-06-09 | 1990-12-05 | 交通部第三航务工程勘察设计院 | Inserting shipside protector |
| SU1668538A1 (en) * | 1988-10-11 | 1991-08-07 | В.М. Баранов | Suspended hydraulic breakwater |
| CN2622249Y (en) * | 2003-01-07 | 2004-06-30 | 刘洋 | Arch shaped rubber fender |
| CN202595704U (en) * | 2012-05-28 | 2012-12-12 | 株洲时代新材料科技股份有限公司 | Ship-colliding prevention assembly |
| CN202899087U (en) * | 2012-11-20 | 2013-04-24 | 青岛捷能高新技术有限责任公司 | Hull docking fender |
| CN204151747U (en) * | 2014-10-27 | 2015-02-11 | 青岛吉尔工程橡胶有限公司 | The integrated docking system in high tide-difference zone blower fan grouped piles cap basis |
-
2014
- 2014-10-27 CN CN201410580191.3A patent/CN104294796B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1668538A1 (en) * | 1988-10-11 | 1991-08-07 | В.М. Баранов | Suspended hydraulic breakwater |
| CN2066867U (en) * | 1990-06-09 | 1990-12-05 | 交通部第三航务工程勘察设计院 | Inserting shipside protector |
| CN2622249Y (en) * | 2003-01-07 | 2004-06-30 | 刘洋 | Arch shaped rubber fender |
| CN202595704U (en) * | 2012-05-28 | 2012-12-12 | 株洲时代新材料科技股份有限公司 | Ship-colliding prevention assembly |
| CN202899087U (en) * | 2012-11-20 | 2013-04-24 | 青岛捷能高新技术有限责任公司 | Hull docking fender |
| CN204151747U (en) * | 2014-10-27 | 2015-02-11 | 青岛吉尔工程橡胶有限公司 | The integrated docking system in high tide-difference zone blower fan grouped piles cap basis |
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| Publication number | Publication date |
|---|---|
| CN104294796A (en) | 2015-01-21 |
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Granted publication date: 20160824 Termination date: 20211027 |