CN208330177U - A kind of offshore wind turbine foundation is stepped on by system - Google Patents

A kind of offshore wind turbine foundation is stepped on by system Download PDF

Info

Publication number
CN208330177U
CN208330177U CN201820987183.4U CN201820987183U CN208330177U CN 208330177 U CN208330177 U CN 208330177U CN 201820987183 U CN201820987183 U CN 201820987183U CN 208330177 U CN208330177 U CN 208330177U
Authority
CN
China
Prior art keywords
stair
climbing
steel
telescoping mechanism
pipe pile
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.)
Active
Application number
CN201820987183.4U
Other languages
Chinese (zh)
Inventor
程子硕
王磊
陈强
赖福梁
吴海涛
林旻
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fujian Xinneng Offshore Wind Power R & D Center Co Ltd
Fujian Yongfu Power Engineering Co Ltd
Original Assignee
Fujian Xinneng Offshore Wind Power R & D Center Co Ltd
Fujian Yongfu Power Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Fujian Xinneng Offshore Wind Power R & D Center Co Ltd, Fujian Yongfu Power Engineering Co Ltd filed Critical Fujian Xinneng Offshore Wind Power R & D Center Co Ltd
Priority to CN201820987183.4U priority Critical patent/CN208330177U/en
Application granted granted Critical
Publication of CN208330177U publication Critical patent/CN208330177U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/72Wind turbines with rotation axis in wind direction
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/727Offshore wind turbines
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/728Onshore wind turbines

Abstract

The utility model relates to a kind of offshore wind turbine foundations to step on by system, second telescoping mechanism is connect by the first telescoping mechanism with the first stair-climbing mechanism, second stair-climbing mechanism passes sequentially through the second telescoping mechanism and the first adsorbing mechanism is connect with steel-pipe pile, the top of third stair-climbing mechanism is rotatably connected by rotating mechanism and the second stair-climbing mechanism, the bottom of third stair-climbing mechanism passes sequentially through third telescoping mechanism and the second adsorbing mechanism is connect with steel-pipe pile, the extended length of the first telescoping mechanism is adjusted according to the tidal level of seawater, first adsorbing mechanism and the second adsorbing mechanism are adsorbed in the side wall of steel-pipe pile respectively, and the distance between third stair-climbing mechanism and steel-pipe pile are adjusted by the second telescoping mechanism and third telescoping mechanism, ship leaves offshore wind turbine foundation and steps on after system, third stair-climbing mechanism is driven to overturn to the second stair-climbing mechanism by rotating mechanism Top, can adapt to the variation of seawater tidal level.

Description

A kind of offshore wind turbine foundation is stepped on by system
Technical field
The utility model relates to offshore wind farm fields more particularly to a kind of offshore wind turbine foundation to step on by system.
Background technique
As the development of new energy receives the support energetically of countries in the world, wind power generation has also welcome high-speed development period. According to recent statistics, statistics indicate that, wind-power electricity generation has been to be only second to hydroelectric world's second largest renewable energy power generation money Source, especially Oversea wind power generation, although starting is more late than land wind-powered electricity generation, by feat of sea wind resource stabilization and close to electricity consumption The features such as market, is developed rapidly.As more and more marine wind electric fields are built, the Collsion proof safety problem of marine wind field Also obtained taking part in building the extensive attention of each side, therefore the application in terms of the blower foundation anticollision at sea of floating anticollision device, collision-prevention device obtains More and more concerns.
Floating anticollision device, collision-prevention device, which has, adapts to tidal level variation, and anticollision ability is high, the advantages such as convenient to install and maintain, however, at present The less consideration of floating anticollision device, collision-prevention device and the compatibility issue of offshore wind turbine foundation, especially floating anticollision device, collision-prevention device and offshore wind turbine Basis steps on the collision problem by system and is not well solved, and floating anti-collision structure layout pattern is limited everywhere, anticollision energy Power also receives larger impact, limits a wide range of popularization and application in terms of the wind power plant anticollision at sea of floating anticollision device, collision-prevention device.By Severe in maritime environment, currently used ship rigidity docking system, ship is often difficult to stop in the larger situation of stormy waves, increases Personnel have been added to step on the security risk multiplied.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of offshore wind turbine foundations to step on by system, can adapt to In the variation of seawater tidal level, promotes offshore wind turbine and step on the compatibility by system and the anti-collision body of floating.
In order to solve the above-mentioned technical problem, the technical solution adopted in the utility model are as follows:
A kind of offshore wind turbine foundation is stepped on by system, the ladder of steel-pipe pile the same side including being all set in offshore wind turbine foundation Component, telescopic component, absorbent module and rotating mechanism, the ladder component include the first stair-climbing mechanism, the second stair-climbing mechanism and Third stair-climbing mechanism, the telescopic component include the first telescoping mechanism, the second telescoping mechanism and third telescoping mechanism, the absorption Component includes the first adsorbing mechanism and the second adsorbing mechanism, and the rotating mechanism includes shaft, first stair-climbing mechanism, third Stair-climbing mechanism and the first telescoping mechanism are in be vertically arranged, second stair-climbing mechanism, the second telescoping mechanism and third telescopic machine Structure is in horizontally disposed;
First stair-climbing mechanism is mutually fixed with steel-pipe pile, top and the first stair-climbing mechanism of first telescoping mechanism Bottom is mutually fixed, and second telescoping mechanism being arranged radially and mutually fixing with the bottom of the first telescoping mechanism, institute along steel-pipe pile It states one end of first adsorbing mechanism with the second telescoping mechanism close to steel-pipe pile to connect, second ladder and the second telescoping mechanism Far from steel-pipe pile one end connect, the shaft of the rotating mechanism be arranged perpendicular to the second stair-climbing mechanism and with the second stairmaster Structure is connected far from the one end of steel-pipe pile, and the top of the third stair-climbing mechanism can be turned by rotating mechanism with the second stair-climbing mechanism Dynamic connection, the third telescoping mechanism being arranged radially and mutually fixing with the bottom of third stair-climbing mechanism along steel-pipe pile, and described the One end of two adsorbing mechanisms with third telescoping mechanism close to steel-pipe pile is connect.
Further, further include PLC, the PLC respectively with the first telescoping mechanism, the second telescoping mechanism, third telescopic machine Structure is connected with rotating mechanism.
Further, first stair-climbing mechanism includes the first vertical beam, strut and the first electric stair climbing, first vertical beam Quantity be that two and two the first vertical beams are oppositely arranged, two the first vertical beams are mutually fixed by the strut with steel-pipe pile, institute The first electric stair climbing is stated in being vertically arranged and the first electric stair climbing is fixed between two the first vertical beams, first telescoping mechanism Top mutually fixed with the bottom of two the first vertical beams respectively.
Further, first telescoping mechanism includes two first hydraulic cylinders being oppositely arranged, the first hydraulic cylinder The first cylinder barrel and First piston bar including interconnection, second telescoping mechanism include that the first telescopic rod and two set relatively The second hydraulic cylinder set, two second hydraulic cylinders and two first hydraulic cylinders are arranged in a one-to-one correspondence respectively, the second hydraulic cylinder The second cylinder barrel and second piston bar including interconnection, the bottom of first cylinder barrel and the first stair-climbing mechanism are mutually fixed, institute It states First piston bar to be arranged downward, second cylinder barrel and the bottom of First piston bar are mutually fixed, and the second piston bar is backwards Steel-pipe pile setting, first adsorbing mechanism are connected by first telescopic rod and the second cylinder barrel close to the one end of steel-pipe pile It connects.
It further, further include the first extension ladder and the second extension ladder, first extension ladder is set to two first pistons Between bar, second extension ladder is set between two second piston bars.
It further, further include range unit, the range unit is mutually fixed with the second cylinder barrel, and the range unit is sharp Optar or infrared range-measurement system.
Further, the second ladder structure includes the second electric stair climbing and two crossbeams being oppositely arranged, and described Three ladder structures include fixed ladder and two the second vertical beams being oppositely arranged, and two crossbeams and two the second vertical beams difference are one by one It is correspondingly arranged, the one end of the crossbeam is connect with the second telescoping mechanism far from the one end of steel-pipe pile, and described second is electronic For ladder in horizontally disposed and be set between two crossbeams, the top of second vertical beam passes through the shaft of rotating mechanism and crossbeam The other end is rotatably connected, and the fixed ladder is in be vertically arranged and be set between two the second vertical beams.
Further, the third telescoping mechanism includes two third hydraulic cylinders being oppositely arranged, the third hydraulic cylinder Third cylinder barrel and third piston rod including interconnection, second adsorption structure include air extractor, suction nozzle and rubber pad Circle, the tapered funnel-form of suction nozzle, the bottom of the third cylinder barrel and third stair-climbing mechanism are mutually fixed, the third piston rod It is arranged towards steel-pipe pile, the tip of the suction nozzle is connect with third piston rod close to the end of steel-pipe pile by air extractor, institute The opening for stating open edge and suction nozzle that rubber washer is fixed on suction nozzle is arranged towards steel-pipe pile.
The utility model has the beneficial effects that: the second telescoping mechanism and third telescopic machine can be set to the anti-collision body of floating Between structure, by the stretching motion of the first telescoping mechanism, the level that can adjust the second telescoping mechanism and third telescoping mechanism is high Degree improves offshore wind turbine and steps on the compatibility by system and the anti-collision body of floating to adapt to the level height of the anti-collision body of floating, and first The stretching motion of telescoping mechanism can adjust the level height of the second stair-climbing mechanism and third stair-climbing mechanism simultaneously, adapt to seawater tide The variation of position, is stopped convenient for ship and crewman steps on and multiplies, and is changed according to the tidal level of seawater by the extended length tune of the first telescoping mechanism After whole completion, the second telescoping mechanism and third telescoping mechanism are fixed respectively by the first adsorbing mechanism and the second adsorbing mechanism In steel-pipe pile, stable structure can adjust third stair-climbing mechanism and steel-pipe pile by the second telescoping mechanism and third telescoping mechanism The distance between, to adapt to different ship and sea situation, the convenience that further ship-lifting is stopped.
Detailed description of the invention
The offshore wind power foundation that Fig. 1 show the utility model steps on the side view by system under ship resting state;
The offshore wind power foundation that Fig. 2 show the utility model steps on the side view by system under non-ship resting state;
The offshore wind power foundation that Fig. 3 show the utility model steps on the main view by system under ship resting state;
Fig. 4 show the third telescoping mechanism of the utility model and the schematic diagram of the second adsorbing mechanism;
Label declaration:
1, the first stair-climbing mechanism;11, the first vertical beam;12, strut;13, the first electric stair climbing;2, the first telescoping mechanism;21, First cylinder barrel;22, First piston bar;3, the second telescoping mechanism;4, the first adsorbing mechanism;5, the second stair-climbing mechanism;6, whirler Structure;61, shaft;7, third stair-climbing mechanism;
71, fixed ladder;72, the second vertical beam;8, third telescoping mechanism;81, third cylinder barrel;82, third piston rod;9, Two adsorbing mechanisms;91, air extractor;92, suction nozzle;93, rubber washer;
101, steel-pipe pile;102, the anti-collision body of floating.
Specific embodiment
For technology contents, the objects and the effects that the utility model is described in detail, below in conjunction with embodiment and match Attached drawing is closed to be explained.
The design of the utility model most critical is: the second telescoping mechanism 3 passes through the first telescoping mechanism 2 and the first stairmaster Structure 1 connects, and the second stair-climbing mechanism 5 passes sequentially through the second telescoping mechanism 3 and the first adsorbing mechanism 4 is connect with steel-pipe pile 101, third The top of stair-climbing mechanism 7 is rotatably connected by rotating mechanism 6 with the second stair-climbing mechanism 5, and the bottom of third stair-climbing mechanism 7 is successively It is connect by third telescoping mechanism 8 and the second adsorbing mechanism 9 with steel-pipe pile 101.
Please refer to figs. 1 to 4, a kind of offshore wind turbine foundation provided by the utility model is stepped on by system, including is all provided with It is placed in the ladder component, telescopic component, absorbent module and rotating mechanism 6 of 101 the same side of steel-pipe pile of offshore wind turbine foundation, it is described Ladder component includes the first stair-climbing mechanism 1, the second stair-climbing mechanism 5 and third stair-climbing mechanism 7, and the telescopic component is stretched including first Contracting mechanism 2, the second telescoping mechanism 3 and third telescoping mechanism 8, the absorbent module include the first adsorbing mechanism 4 and the second absorption Mechanism 9, the rotating mechanism 6 include shaft 61, first stair-climbing mechanism 1, third stair-climbing mechanism 7 and the first telescoping mechanism 2 In being vertically arranged, second stair-climbing mechanism 5, the second telescoping mechanism 3 and third telescoping mechanism 8 are in horizontally disposed;
First stair-climbing mechanism 1 is fixed with 101 phase of steel-pipe pile, the top of first telescoping mechanism 2 and the first ladder The bottom of mechanism 1 is mutually fixed, second telescoping mechanism 3 along steel-pipe pile 101 be arranged radially and bottom with the first telescoping mechanism 2 Portion is mutually fixed, and first adsorbing mechanism 4 is connect with the second telescoping mechanism 3 close to the one end of steel-pipe pile 101, and described second climbs Ladder is connect with the second telescoping mechanism 3 far from the one end of steel-pipe pile 101, and the shaft 61 of the rotating mechanism 6 is climbed perpendicular to second Terraced mechanism 5 is arranged and connect with the second stair-climbing mechanism 5 far from the one end of steel-pipe pile 101, the top of the third stair-climbing mechanism 7 It is rotatably connected by rotating mechanism 6 and the second stair-climbing mechanism 5, being arranged radially along steel-pipe pile 101 of third telescoping mechanism 8 And mutually fixed with the bottom of third stair-climbing mechanism 7, second adsorbing mechanism 9 is with third telescoping mechanism 8 close to steel-pipe pile 101 One end connection.
In use, the extended length of the first telescoping mechanism 2 is adjusted according to the tidal level of seawater, by the first adsorbing mechanism 4 and the Two adsorbing mechanisms 9 are adsorbed in the side wall of steel-pipe pile 101 respectively, and pass through the second telescoping mechanism 3 and the adjustment of third telescoping mechanism 8 the The distance between three stair-climbing mechanisms 7 and steel-pipe pile 101, ship leaves offshore wind turbine foundation and steps on after system, makes the first absorption Mechanism 4 and the second adsorbing mechanism 9 are separated with steel-pipe pile 101, drive third stair-climbing mechanism 7 to overturn by rotating mechanism 6 later To the top of the second stair-climbing mechanism 5 until third stair-climbing mechanism 7 and the second stair-climbing mechanism 5 are parallel to each other, first is finally set to stretch Mechanism 2, the second telescoping mechanism 3 and third telescoping mechanism 8 are contracted to respective shortest length.
As can be seen from the above description, the anti-collision body 102 of floating can be set to the second telescoping mechanism 3 and third telescoping mechanism 8 it Between, by the stretching motion of the first telescoping mechanism 2, the level that can adjust the second telescoping mechanism 3 and third telescoping mechanism 8 is high Degree, to adapt to the level height of the anti-collision body 102 of floating, improve offshore wind turbine step on it is compatible with the anti-collision body 102 of floating by system Property, the stretching motion of the first telescoping mechanism 2 can adjust the level height of the second stair-climbing mechanism 5 and third stair-climbing mechanism 7 simultaneously, The variation of seawater tidal level is adapted to, is stopped convenient for ship and crewman steps on and multiplies, changed according to the tidal level of seawater by the first telescoping mechanism 2 After extended length adjustment is completed, by the first adsorbing mechanism 4 and the second adsorbing mechanism 9 respectively by the second telescoping mechanism 3 and the Three telescoping mechanisms 8 are fixed on steel-pipe pile 101, and stable structure can be adjusted by the second telescoping mechanism 3 and third telescoping mechanism 8 The distance between third stair-climbing mechanism 7 and steel-pipe pile 101, to adapt to different ship and sea situation, further ship-lifting is stopped Convenience.
It further, further include PLC, the PLC is flexible with the first telescoping mechanism 2, the second telescoping mechanism 3, third respectively Mechanism 8 and rotating mechanism 6 connect.
As can be seen from the above description, controlling the first telescoping mechanism 2, the second telescoping mechanism 3 and third telescoping mechanism 8 by PLC Stretching motion, the rotation of rotating mechanism 6 is controlled by PLC, high degree of automation, operation is convenient and control precision is high.
Further, first stair-climbing mechanism 1 includes the first vertical beam 11, strut 12 and the first electric stair climbing 13, described The quantity of first vertical beam 11 is that two and two the first vertical beams 11 are oppositely arranged, two the first vertical beams 11 by the strut 12 with 101 phase of steel-pipe pile is fixed, first electric stair climbing 13 in be vertically arranged and the first electric stair climbing 13 be fixed on two first it is perpendicular Between beam 11, bottom of the top of first telescoping mechanism 2 respectively with two the first vertical beams 11 is mutually fixed.
As can be seen from the above description, the first stair-climbing mechanism 1 is compact-sized, two the first vertical beams 11 pass through the strut 12 and steel 101 phase of tubular pole is fixed, and the first electric stair climbing 13 is fixed between two the first vertical beams 11, is had good stability.
Further, first telescoping mechanism 2 includes two first hydraulic cylinders being oppositely arranged, the first hydraulic cylinder The first cylinder barrel 21 and First piston bar 22 including interconnection, second telescoping mechanism 3 include the first telescopic rod and two The second hydraulic cylinder being oppositely arranged, two second hydraulic cylinders and two first hydraulic cylinders are arranged in a one-to-one correspondence respectively, and described second Hydraulic cylinder includes the second cylinder barrel interconnected and second piston bar, the bottom of first cylinder barrel 21 and the first stair-climbing mechanism 1 Mutually fixed, the First piston bar 22 is arranged downward, and second cylinder barrel and the bottom of First piston bar 22 are mutually fixed, and described the Two piston rods are arranged backwards to steel-pipe pile 101, and first adsorbing mechanism 4 is by first telescopic rod and the second cylinder barrel close to steel The one end of tubular pole 101 connects.
As can be seen from the above description, the second telescoping mechanism 3 is fixed by the first adsorption structure and steel-pipe pile 101, stabilized structure And dismounting is convenient, and the second telescoping mechanism 3 includes two second hydraulic cylinders being oppositely arranged, when ship is stopped, second hydraulic cylinder It can play the role of stress buffering.
It further, further include the first extension ladder and the second extension ladder, first extension ladder is set to two first pistons Between bar 22, second extension ladder is set between two second piston bars.
As can be seen from the above description, the first extension ladder can follow First piston bar 22 flexible, the second extension ladder can be followed Second piston bar is flexible, easy to use.
It further, further include range unit, the range unit is mutually fixed with the second cylinder barrel, and the range unit is sharp Optar or infrared range-measurement system.
As can be seen from the above description, range unit is mutually fixed with the second cylinder barrel, can measure between the second cylinder barrel and the water surface Distance, while the distance between the second cylinder barrel and rotating mechanism 6 can be measured, it is the first telescoping mechanism 2 and the second telescopic machine The extended length of structure 3 provides data foundation, while laser range finder and infrared range-measurement system are influenced smaller, measurement essence by maritime environment Degree is high.
Further, the second ladder structure includes the second electric stair climbing and two crossbeams being oppositely arranged, and described Three ladder structures include fixed ladder 71 and two the second vertical beams 72 being oppositely arranged, and two crossbeams and two the second vertical beams 72 divide It is not arranged in a one-to-one correspondence, the one end of the crossbeam is connect with the second telescoping mechanism 3 far from the one end of steel-pipe pile 101, institute The second electric stair climbing is stated in being horizontally disposed with and being set between two crossbeams, the top of second vertical beam 72 passes through rotating mechanism 6 Shaft 61 and the other end of crossbeam be rotatably connected, the fixed ladder 71 is in being vertically arranged and be set to two the second vertical beams Between 72.
As can be seen from the above description, the top of the second vertical beam 72 passes through the shaft 61 of rotating mechanism 6 and the other end of crossbeam It is rotatably connected, it, can be by third ladder by the shaft 61 of rotating mechanism 6 when stepping on by system in no ship resting state Mechanism 7 turns to the top of the second stair-climbing mechanism 5, saves space, while can also avoid dealing ship and step on to occur by system Collision, use are safe.
Further, the third telescoping mechanism 8 includes two third hydraulic cylinders being oppositely arranged, the third hydraulic cylinder Third cylinder barrel 81 and third piston rod 82 including interconnection, second adsorption structure include air extractor 91, suction nozzle 92 It is mutually solid with the bottom of rubber washer 93, the tapered funnel-form of the suction nozzle 92, the third cylinder barrel 81 and third stair-climbing mechanism 7 Fixed, the third piston rod 82 is arranged towards steel-pipe pile 101, and the tip of the suction nozzle 92 passes through air extractor 91 and third piston Bar 82 is connected close to the end of steel-pipe pile 101, and the rubber washer 93 is fixed on the spacious of the open edge of suction nozzle 92 and suction nozzle 92 Mouth is arranged towards steel-pipe pile 101.
As can be seen from the above description, driving suction nozzle 92 to move by third piston rod 82, make the rubber washer 93 on suction nozzle 92 The side wall of steel-pipe pile 101 is fitted in, the air that air extractor 91 can extract in 92 cavity of suction nozzle forms the inside of suction nozzle 92 Negative pressure, and then the fastening of suction nozzle 92 is adsorbed on the side wall of steel-pipe pile 101, air extractor 91 stops extracting in 92 cavity of suction nozzle Air just can make the adsorption capacity between suction nozzle 92 and steel-pipe pile 101 disappear, and drive suction nozzle 92 by third piston rod 82 at this time Movement can be such that suction nozzle 92 separates with steel-pipe pile 101.
Please refer to figs. 1 to 4, the embodiments of the present invention one are as follows:
A kind of offshore wind turbine foundation steps on by system, 101 the same side of steel-pipe pile including being all set in offshore wind turbine foundation Ladder component, telescopic component, absorbent module, rotating mechanism 6 and PLC, the ladder component include the first stair-climbing mechanism 1, second Stair-climbing mechanism 5 and third stair-climbing mechanism 7, the telescopic component include that the first telescoping mechanism 2, the second telescoping mechanism 3 and third are stretched Contracting mechanism 8, the absorbent module include the first adsorbing mechanism 4 and the second adsorbing mechanism 9, and the rotating mechanism 6 includes shaft 61, First stair-climbing mechanism 1, third stair-climbing mechanism 7 and the first telescoping mechanism 2 are in be vertically arranged, second stair-climbing mechanism 5, In being horizontally disposed with, the PLC is flexible with the first telescoping mechanism 2, second respectively for second telescoping mechanism 3 and third telescoping mechanism 8 Mechanism 3, third telescoping mechanism 8 and rotating mechanism 6 connect;
First stair-climbing mechanism 1 includes the first vertical beam 11, strut 12 and the first electric stair climbing 13, first vertical beam 11 Quantity be that two and two the first vertical beams 11 are oppositely arranged, two the first vertical beams 11 pass through the strut 12 and steel-pipe pile 101 Mutually fixed, first electric stair climbing 13 is in being vertically arranged and the first electric stair climbing 13 is fixed between two the first vertical beams 11; First telescoping mechanism 2 includes two first hydraulic cylinders being oppositely arranged, and the first hydraulic cylinder includes the interconnected One cylinder barrel 21 and First piston bar 22, two the first cylinder barrels 21 are arranged in a one-to-one correspondence with two the first vertical beams 11 respectively, and described The bottom of one cylinder barrel 21 and the first stair-climbing mechanism 1 is mutually fixed, and the First piston bar 22 is arranged downward;Second telescoping mechanism 3 include the first telescopic rod and two second hydraulic cylinders being oppositely arranged, and two second hydraulic cylinders and two first hydraulic cylinders are distinguished Be arranged in a one-to-one correspondence, the second hydraulic cylinder include interconnect the second cylinder barrel and second piston bar, second cylinder barrel with The bottom of First piston bar 22 is mutually fixed, and the second piston bar is arranged backwards to steel-pipe pile 101, and first adsorbing mechanism 4 is logical One end of first telescopic rod with the second cylinder barrel close to steel-pipe pile 101 is crossed to connect;The second ladder structure includes second Electric stair climbing and two crossbeams being oppositely arranged, the third ladder structure include fixed ladder 71 and two articles of be oppositely arranged Two vertical beams 72, two crossbeams and two the second vertical beams 72 are arranged in a one-to-one correspondence respectively, and the one end of the crossbeam is lived with second Stopper rod is connected far from the one end of steel-pipe pile 101, and second electric stair climbing is in horizontally disposed and is set between two crossbeams, institute The top for stating the second vertical beam 72 is rotatably connected by the shaft 61 of rotating mechanism 6 and the other end of crossbeam, and the fixation is climbed Ladder 71 is in be vertically arranged and be set between two the second vertical beams 72;The third telescoping mechanism 8 include two be oppositely arranged the Three hydraulic cylinders, the third hydraulic cylinder include the third cylinder barrel 81 and third piston rod 82 interconnected, the second absorption knot Structure includes air extractor 91, suction nozzle 92 and rubber washer 93, the tapered funnel-form of the suction nozzle 92, two difference of third cylinder barrels 81 It connects one to one with two the second vertical beams 72, the bottom of the third cylinder barrel 81 and the second vertical beam 72 is mutually fixed, the third Piston rod 82 is arranged towards steel-pipe pile 101, and the tip of the suction nozzle 92 is by air extractor 91 and third piston rod 82 close to steel The end of tubular pole 101 connects, and the rubber washer 93 is fixed on the open towards steel pipe of the open edge of suction nozzle 92 and suction nozzle 92 Stake 101 is arranged;
It further include the first extension ladder, the second extension ladder and range unit, first extension ladder is set to two first pistons Between bar 22, second extension ladder is set between two second piston bars, and the range unit is mutually fixed with the second cylinder barrel, institute Stating range unit is laser range finder or infrared range-measurement system.
In conclusion a kind of offshore wind turbine foundation provided by the utility model is stepped on by system, it can be by the anti-collision body 102 of floating Between the second telescoping mechanism 3 and third telescoping mechanism 8, by the stretching motion of the first telescoping mechanism 2, second can be adjusted The level height of telescoping mechanism 3 and third telescoping mechanism 8 improves sea turn to adapt to the level height of the anti-collision body 102 of floating Machine steps on the compatibility by system and the anti-collision body 102 of floating, and the stretching motion of the first telescoping mechanism 2 can adjust the second ladder simultaneously The level height of mechanism 5 and third stair-climbing mechanism 7 adapts to the variation of seawater tidal level, stops convenient for ship and crewman steps on and multiplies, according to After the extended length adjustment of the first telescoping mechanism 2 is completed in the tidal level variation of seawater, inhaled by the first adsorbing mechanism 4 and second Second telescoping mechanism 3 and third telescoping mechanism 8 are fixed on steel-pipe pile 101 respectively by random structure 9, and stable structure is stretched by second Contracting mechanism 3 and third telescoping mechanism 8 can adjust the distance between third stair-climbing mechanism 7 and steel-pipe pile 101, different to adapt to Ship and sea situation, the convenience that further ship-lifting is stopped control the first telescoping mechanism 2, the second telescoping mechanism 3 by PLC With the stretching motion of third telescoping mechanism 8, by PLC control rotating mechanism 6 rotation, high degree of automation, operation it is convenient and It is high to control precision, the first stair-climbing mechanism 1 is compact-sized, and two the first vertical beams 11 are solid with 101 phase of steel-pipe pile by the strut 12 Fixed, the first electric stair climbing 13 is fixed between two the first vertical beams 11, is had good stability, and the second telescoping mechanism 3 is inhaled by first Attached structure and steel-pipe pile 101 are fixed, stabilized structure and dismounting is convenient, the second telescoping mechanism 3 include two be oppositely arranged second Hydraulic cylinder, when ship is stopped, second hydraulic cylinder can play the role of stress buffering, and the first extension ladder can follow first to live Stopper rod 22 is flexible, and the second extension ladder can follow second piston bar flexible, and easy to use, range unit is mutually solid with the second cylinder barrel It is fixed, the distance between the second cylinder barrel and the water surface can be measured, while can measure between the second cylinder barrel and rotating mechanism 6 away from From providing data foundation for the extended length of the first telescoping mechanism 2 and the second telescoping mechanism 3, while laser range finder and red Outer rangefinder is influenced smaller by maritime environment, and measurement accuracy is high, the top of the second vertical beam 72 by the shaft 61 of rotating mechanism 6 with The other end of crossbeam is rotatably connected, and when stepping on by system in no ship resting state, passes through the shaft 61 of rotating mechanism 6 Third stair-climbing mechanism 7 can be turned to the top of the second stair-climbing mechanism 5, save space, while dealing ship can also be avoided It collides with stepping on by system, use is safe, drives suction nozzle 92 to move by third piston rod 82, makes the rubber pad on suction nozzle 92 Circle 93 fits in the side wall of steel-pipe pile 101, and the air that air extractor 91 can extract in 92 cavity of suction nozzle makes the inside of suction nozzle 92 Negative pressure is formed, and then the fastening of suction nozzle 92 is adsorbed on the side wall of steel-pipe pile 101, air extractor 91 stops extracting 92 cavity of suction nozzle Interior air just can make the adsorption capacity between suction nozzle 92 and steel-pipe pile 101 disappear, and driven inhale by third piston rod 82 at this time First 92 movement can be such that suction nozzle 92 separates with steel-pipe pile 101.
The above description is only the embodiments of the present invention, and therefore it does not limit the scope of the patent of the utility model, all Equivalents made based on the specification and figures of the utility model are applied directly or indirectly in relevant technology neck Domain is also included in the patent protection scope of the utility model.

Claims (8)

1. a kind of offshore wind turbine foundation is stepped on by system, it is characterised in that: the steel-pipe pile including being all set in offshore wind turbine foundation is same Ladder component, telescopic component, absorbent module and the rotating mechanism of side, the ladder component include the first stair-climbing mechanism, second Stair-climbing mechanism and third stair-climbing mechanism, the telescopic component include the first telescoping mechanism, the second telescoping mechanism and third telescopic machine Structure, the absorbent module include the first adsorbing mechanism and the second adsorbing mechanism, and the rotating mechanism includes shaft, and described first climbs Terraced mechanism, third stair-climbing mechanism and the first telescoping mechanism are in be vertically arranged, second stair-climbing mechanism, the second telescoping mechanism and Third telescoping mechanism is in horizontally disposed;
First stair-climbing mechanism is mutually fixed with steel-pipe pile, the top of first telescoping mechanism and the bottom of the first stair-climbing mechanism Mutually fixed, second telescoping mechanism being arranged radially and mutually fixing with the bottom of the first telescoping mechanism along steel-pipe pile, and described the One end of one adsorbing mechanism with the second telescoping mechanism close to steel-pipe pile is connect, and second ladder and the second telescoping mechanism are separate The one end of steel-pipe pile connects, and the shaft of the rotating mechanism is arranged and remote with the second stair-climbing mechanism perpendicular to the second stair-climbing mechanism One end connection from steel-pipe pile, the top of the third stair-climbing mechanism are rotatably connected by rotating mechanism with the second stair-climbing mechanism It connects, the third telescoping mechanism being arranged radially and mutually fixing with the bottom of third stair-climbing mechanism along steel-pipe pile, and described second inhales One end of the random structure with third telescoping mechanism close to steel-pipe pile is connect.
2. offshore wind turbine foundation according to claim 1 is stepped on by system, it is characterised in that: it further include PLC, the PLC points It is not connect with the first telescoping mechanism, the second telescoping mechanism, third telescoping mechanism and rotating mechanism.
3. offshore wind turbine foundation according to claim 1 is stepped on by system, it is characterised in that: first stair-climbing mechanism includes The quantity of first vertical beam, strut and the first electric stair climbing, first vertical beam is two and two the first vertical beams are oppositely arranged, two The first vertical beam of item is mutually fixed with steel-pipe pile by the strut, and first electric stair climbing is in be vertically arranged and the first electric stair climbing It is fixed between two the first vertical beams, the top of first telescoping mechanism is mutually fixed with the bottom of two the first vertical beams respectively.
4. offshore wind turbine foundation according to claim 1 is stepped on by system, it is characterised in that: first telescoping mechanism includes Two first hydraulic cylinders being oppositely arranged, the first hydraulic cylinder include the first cylinder barrel interconnected and First piston bar, institute Stating the second telescoping mechanism includes the first telescopic rod and two second hydraulic cylinders being oppositely arranged, two second hydraulic cylinders and two One hydraulic cylinder is arranged in a one-to-one correspondence respectively, and the second hydraulic cylinder includes the second cylinder barrel interconnected and second piston bar, institute The bottom for stating the first cylinder barrel and the first stair-climbing mechanism is mutually fixed, and the First piston bar is arranged downward, second cylinder barrel and The bottom of one piston rod is mutually fixed, and the second piston bar is arranged backwards to steel-pipe pile, and first adsorbing mechanism passes through described the One end of one telescopic rod with the second cylinder barrel close to steel-pipe pile is connect.
5. offshore wind turbine foundation according to claim 4 is stepped on by system, it is characterised in that: further include the first extension ladder and Two extension ladders, first extension ladder are set between two First piston bars, and second extension ladder is set to two second pistons Between bar.
6. offshore wind turbine foundation according to claim 4 is stepped on by system, it is characterised in that: it further include range unit, it is described Range unit is mutually fixed with the second cylinder barrel, and the range unit is laser range finder or infrared range-measurement system.
7. offshore wind turbine foundation according to claim 1 is stepped on by system, it is characterised in that: the second ladder structure includes Second electric stair climbing and two crossbeams being oppositely arranged, the third ladder structure include that fixed ladder and two are oppositely arranged Second vertical beam, two crossbeams and two the second vertical beams are arranged in a one-to-one correspondence respectively, the one end of the crossbeam and the second telescopic machine Structure is connected far from the one end of steel-pipe pile, and second electric stair climbing is in horizontally disposed and be set between two crossbeams, and described the The top of two vertical beams is rotatably connected by the shaft of rotating mechanism and the other end of crossbeam, and the fixed ladder is in set vertically It sets and is set between two the second vertical beams.
8. offshore wind turbine foundation according to claim 1 is stepped on by system, it is characterised in that: the third telescoping mechanism includes Two third hydraulic cylinders being oppositely arranged, the third hydraulic cylinder include the third cylinder barrel and third piston rod interconnected, institute Stating the second adsorption structure includes air extractor, suction nozzle and rubber washer, the tapered funnel-form of suction nozzle, the third cylinder barrel with The bottom of third stair-climbing mechanism is mutually fixed, and the third piston rod is arranged towards steel-pipe pile, and the tip of the suction nozzle passes through pumping Device is connect with third piston rod close to the end of steel-pipe pile, and the rubber washer is fixed on the open edge of suction nozzle and suction nozzle Opening is arranged towards steel-pipe pile.
CN201820987183.4U 2018-06-26 2018-06-26 A kind of offshore wind turbine foundation is stepped on by system Active CN208330177U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820987183.4U CN208330177U (en) 2018-06-26 2018-06-26 A kind of offshore wind turbine foundation is stepped on by system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820987183.4U CN208330177U (en) 2018-06-26 2018-06-26 A kind of offshore wind turbine foundation is stepped on by system

Publications (1)

Publication Number Publication Date
CN208330177U true CN208330177U (en) 2019-01-04

Family

ID=64769965

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820987183.4U Active CN208330177U (en) 2018-06-26 2018-06-26 A kind of offshore wind turbine foundation is stepped on by system

Country Status (1)

Country Link
CN (1) CN208330177U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108798494A (en) * 2018-06-26 2018-11-13 福建省新能海上风电研发中心有限公司 A kind of offshore wind turbine foundation is stepped on by system and its application method
CN112696320A (en) * 2020-10-14 2021-04-23 向阳 Safety and stability wind power generation set

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108798494A (en) * 2018-06-26 2018-11-13 福建省新能海上风电研发中心有限公司 A kind of offshore wind turbine foundation is stepped on by system and its application method
CN112696320A (en) * 2020-10-14 2021-04-23 向阳 Safety and stability wind power generation set

Similar Documents

Publication Publication Date Title
CN208330177U (en) A kind of offshore wind turbine foundation is stepped on by system
CN103818523B (en) Flare formula tension leg floating blower foundation, offshore wind generating and construction method
US8614520B2 (en) Submergable sloped absorption barrier wave energy converter
CN107740752B (en) Surround apparatus and method for suppressing vibration of building envelope
CN102889171B (en) Tree-shaped force-lifting type perpendicular shaft wind turbine generator capable of realizing pneumatic speed reduction of blade
CN105756843B (en) A kind of double type pumped storage
CN102828891B (en) Wave power generation system with floating body, wire cables and rack flywheel group
US6914345B2 (en) Power generation
EP2411662A1 (en) Venturi pinwheel and sea anchor wave energy conversion systems
CN108798494A (en) A kind of offshore wind turbine foundation is stepped on by system and its application method
CN106043606B (en) A kind of adjustable gangway ladder
CN105781863B (en) A kind of double-vane oscillatory type tidal current energy generating equipment
CN117002689B (en) Variable-diameter gravity center adjustable floating SPAR wind power platform
CN103511187B (en) A kind of wind gathering type wind generating unit
CN106014843A (en) Wave energy power generation device
CN109774877B (en) High-stability semi-submersible type fan foundation and design method thereof
ES1137983U (en) Balloon wind turbine (Machine-translation by Google Translate, not legally binding)
CN207537020U (en) A kind of quayside container crane to be climbed using hydraulic cylinder
CN103883467B (en) Lift-type feather impeller
CN207267525U (en) Multicolumn spar type floating fan platforms
CN114576091A (en) Floating yaw type typhoon-resistant wind power generation device and typhoon defense method
CN106438182B (en) A kind of wave energy generating set
CN208072173U (en) One kind is novel to lead bridge mounting structure
CN106560614B (en) Lift wave-power device and control method
CA3102751C (en) Power plant using buoyant body and method of generating power by power plant using buoyant body

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant