CN213038418U - Novel all-steel cylindrical foundation structure for offshore wind power - Google Patents
Novel all-steel cylindrical foundation structure for offshore wind power Download PDFInfo
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- CN213038418U CN213038418U CN202021217852.3U CN202021217852U CN213038418U CN 213038418 U CN213038418 U CN 213038418U CN 202021217852 U CN202021217852 U CN 202021217852U CN 213038418 U CN213038418 U CN 213038418U
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Abstract
The utility model discloses a novel offshore wind power all-steel cylinder type foundation structure, which comprises a main cylinder body and a cylinder body structure which are fixedly connected, wherein the cylinder body structure comprises an outer cylinder wall, a cabin dividing plate, an inner cabin plate and a cylinder body top plate which are fixedly connected; the upper surface of the cylinder top plate is connected with support rods fixedly connected with the main cylinder, and the support rods correspond to the cabin dividing plates one by one; the lower surface of the barrel top plate is connected with a rib plate structure which is fixedly connected with the outer barrel wall, the cabin dividing plate, the inner cabin plate and the barrel top plate, and the rib plate structure comprises a rib plate main beam and a rib plate secondary beam which are fixedly connected. The bottom surface of the top plate of the cylinder body is flush with the sea bed surface, the rib plate structure is arranged below the top plate of the cylinder body, and the bottom of the support rod is far away from the outer cylinder wall, so that the arrangement can effectively reduce the local scouring degree.
Description
Technical Field
The utility model belongs to the technical field of the ocean engineering, concretely relates to novel all steel cylinder type foundation structure of offshore wind power.
Background
The offshore wind power composite cylinder type foundation is an offshore wind turbine foundation structure which enables a cylinder body to be inserted into a seabed through internal and external pressure difference formed by pumping water and gas in a cylinder, consists of a prestressed arc-shaped reinforced concrete structure and a wide and shallow steel cylinder body, and has the characteristics of great self weight and shallow buried. The wide and shallow steel cylinder body at the lower part of the composite cylinder type foundation is inserted into the seabed soil body to provide bearing capacity, and the diameter of the steel cylinder body is generally 30-36 m; the upper prestressed arc-shaped reinforced concrete structure is partially immersed in water to bear the long-term marine environment effects of ocean currents, waves, growth of marine organisms and the like, and the diameter of the arc-shaped reinforced concrete structure is generally 5-24 m; the top of the prestressed arc reinforced concrete structure is connected with a fan tower cylinder through a high-strength bolt.
The construction of the composite cylindrical foundation comprises four main processes of land construction, fan hoisting and debugging, complete machine transportation and one-step installation. The cylindrical foundation is built on land in a base factory; after the inspection is qualified and the water discharging condition is met, hoisting the cylindrical foundation into a harbor pool by using a gantry crane, and then binding the cylindrical foundation on a transport installation ship; after the ship barrel is bound, hoisting a fan and debugging the whole ship before the wharf; transporting the composite cylindrical foundation and the wind power generator set (complete machine) to a wind power plant installation position by a transport installation ship; and finally, inserting the cylindrical foundation into the seabed under the action of the self weight and the negative pressure of the whole machine to complete the one-step installation of the whole machine.
The pile foundation commonly used for offshore wind power is simple to manufacture on land, but the offshore construction procedures are more, and pile sinking, accessory component installation and fan hoisting are required to be sequentially carried out on the sea. The composite cylinder type foundation can be installed on the sea in a whole machine one-step mode, and foundation construction, fan hoisting, whole machine debugging and the like are completed on the land. Compared with a pile foundation, the composite cylindrical foundation and the one-step installation technology can reduce the construction cost of a single fan foundation and shorten the construction period, and have the advantages of safety, high efficiency, economy, environmental protection and the like.
But limited by the structural characteristics of prestressed concrete, the composite cylinder type foundation has many onshore construction processes, including steel bar binding, concrete pouring in layers and maintenance, prestressed steel bar tensioning, high-strength screw tensioning, butt joint of an upper concrete structure and a lower steel cylinder body and the like, and the onshore construction period is longer; because the prestressed arc-shaped reinforced concrete structure and the wide and shallow steel cylinder structure are manufactured separately and are subjected to butt joint construction after being manufactured respectively, two production fields are required for manufacturing one foundation, and the occupied area of the production fields is large; in addition, the composite cylinder type foundation also has the defects of heavy structure weight, poor concrete crack resistance and the like. The above problems severely restrict the rapid large-scale application of composite cylindrical foundations and one-step installation techniques.
Consequently, in order to solve land construction cycle that present compound cylindrical foundation of marine wind power exists long, occupy production foundation area big, foundation structure from great and the poor scheduling problem of concrete crack resistance, the utility model provides a novel all steel cylindrical foundation structure of marine wind power can accelerate the scale application that impels one-step installation basis, further shortens marine wind-powered electricity generation field construction cycle and reduces construction cost.
SUMMERY OF THE UTILITY MODEL
To the not enough that exists among the prior art, the utility model aims to provide a novel marine wind power all-steel cylinder type foundation structure. The utility model is formed by welding all-steel structures, does not need processes such as steel bar binding, concrete curing, prestressed rib tensioning and the like, and greatly shortens the onshore construction period; the weight of the foundation structure is relatively small, so that the difficulty of foundation hoisting construction is reduced; meanwhile, the rib plate girder arranged on the lower surface of the cylinder top plate can strengthen the cylinder top plate, so that the cylinder top plate can bear the internal and external pressure difference in the sinking process, and can stably and safely transmit the force in the stay bar to the cabin dividing plate and finally to the surrounding soil.
In order to solve the technical problem, the utility model discloses a following technical scheme realizes:
a novel offshore wind power all-steel cylinder type foundation structure comprises a main cylinder body and a cylinder body structure which are fixedly connected, wherein the cylinder body structure comprises an outer cylinder wall, a cabin dividing plate, an inner cabin plate and a cylinder body top plate which are fixedly connected; the upper surface of the cylinder top plate is connected with support rods fixedly connected with the main cylinder, and the support rods correspond to the cabin dividing plates one by one; the lower surface of the barrel top plate is connected with a rib plate structure which is fixedly connected with the outer barrel wall, the cabin dividing plate, the inner cabin plate and the barrel top plate, and the rib plate structure comprises a rib plate main beam and a rib plate secondary beam which are fixedly connected.
As a preferred technical solution of the present invention, the rib plate girder includes a long rib plate girder and a short rib plate girder; the end part of the long main beam of the rib plate is fixedly connected with the subdivision plate and is intersected with the outer extension line of the stay bar; one end of the rib plate short main beam is fixedly connected with the subdivision plate and is intersected with the extension line of the inner side of the stay bar, and the other end of the rib plate short main beam is perpendicular to and fixedly connected with the rib plate long main beam.
As an optimal technical scheme of the utility model, the long girder of floor, the board of subdivision and the short girder of floor of barrel roof three combination department to the board of subdivision arranges respectively in its left and right sides as the symmetry axis.
As an optimized technical scheme of the utility model, the vaulting pole interval is arranged evenly the main barrel body is all around, correspondingly the subdivision board is arranged evenly around the interior cabin board.
As an optimized technical scheme of the utility model, enclose between the long girder of floor and form confined regular polygon structure.
As an optimized technical scheme of the utility model, the floor secondary beam uses the axial lead of tube structure to disperse as center circumference, is the radiation latticed and arranges.
As an optimal technical scheme of the utility model, the junction summit elevation of vaulting pole top and main barrel is less than extreme low tide level 1 ~ 2 m.
As an optimal technical scheme of the utility model, the junction of vaulting pole bottom and barrel roof is provided with the reinforcing plate, the distance between the point and the urceolus wall in the reinforcing plate outside is not less than 2 m.
As an optimized technical scheme of the utility model, seven cabins are formed by six subdivision boards and interior cabin partition to the tubular construction, and seven cabins are cellular. By dividing the cylinder structure into compartments, the stability of foundation floating transportation can be improved, and leveling during sinking installation is facilitated.
As an optimal technical scheme of the utility model, main barrel, vaulting pole and tube structure are the steel sheet and roll up the steel cylinder that the system formed, and the diameter range of main barrel is 5.5 ~ 7.0 m.
Compared with the prior art, the utility model, following advantage and beneficial effect have:
(1) the diameter of the arc reinforced concrete structure in seawater is generally 5-24 m, the diameter of the main cylinder of the all-steel cylinder type foundation structure is generally 5.5-7.0 m, the structural water-blocking area is obviously reduced, and the wave current load borne by the foundation structure during service can be reduced.
(2) The bottom surface of the top plate of the cylinder body is flush with the sea bed surface, the rib plate structure is arranged below the top plate of the cylinder body, and the bottom of the support rod is far away from the outer cylinder wall, so that the arrangement can effectively reduce the local scouring degree.
(3) The supporting rods and the cabin dividing plates are arranged in a one-to-one correspondence mode, and the force of the fan load and the wave current load acting on the main cylinder can be transmitted to the cabin dividing plates and the cylinder top plate through the supporting rods and finally transmitted to the surrounding soil body.
(4) The connection point of the long main beam of the ribbed plate and the subdivision plate and the connection point of the short main beam of the ribbed plate and the subdivision plate are intersected with the extension lines of the inner side and the outer side of the steel cylinder stay bar, and the force in the stay bar can be directly, stably and safely transmitted to the subdivision plate; the pressure born by the connecting point is the largest, the long main beam of the rib plate and the short main beam of the rib plate are perpendicular and fixedly connected, and are respectively arranged at acute angles with the subdivision plates, so that the bearing strength of the connecting point can be greatly increased, and meanwhile, the top plate of the cylinder body is reinforced, so that the cylinder body can bear the internal and external pressure difference in the sinking process; the rib plate secondary beam is arranged on the lower surface of the top plate of the barrel in a radial grid shape, so that the bearing capacity of the top plate of the barrel can be further enhanced, and meanwhile, the stress of the connection point of the long main beam of the rib plate and the subdivision plate can be reduced.
(5) The reinforcing plate sets up in the vaulting pole bottom to reduce the stress of vaulting pole and barrel roof junction, the distance of the point of reinforcing plate outside to outer tube wall should not be less than 2m, so that tie up barrel structure and transportation erection ship together.
Drawings
Fig. 1 is a vertical view of an all-steel cylinder type foundation structure according to the present invention.
Fig. 2 is a sectional view of the tubular structure according to the present invention.
Fig. 3 is a top view of the all-steel cylinder type foundation structure of the present invention.
Fig. 4 is a structural plane layout diagram of the ribbed slab main beam and the ribbed slab secondary beam according to the present invention.
Fig. 5 is an enlarged view of the rib plate girder at the intersection of the stay bar and the barrel top plate of the present invention.
Detailed Description
In order to make the technical solution of the present invention better understood by those skilled in the art, the following description of the preferred embodiments of the present invention is given with reference to the accompanying examples, but it should be understood that the drawings are for illustrative purposes only and are not to be construed as limiting the patent; for the purpose of better illustrating the embodiments, certain features of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted. The positional relationships depicted in the drawings are for illustrative purposes only and are not to be construed as limiting the present patent.
As shown in figure 1, the all-steel cylinder type foundation structure comprises a main cylinder body 1 connected with a fan tower cylinder, wherein the main cylinder body 1 is formed by rolling steel plates, the elevation of the bottom surface of the main cylinder body 1 is 0.5m lower than that of a cylinder top plate 54, and the lower part of the main cylinder body 1 is welded with an inner cabin plate 53 and the cylinder top plate 54 respectively. The main barrel body 1, the support rods 2 and the barrel structure 5 are steel barrels formed by rolling steel plates, and the diameter range of the main barrel body 1 is 5.5-7.0 m. The foundation structure adopts an all-steel structure, onshore construction mainly adopts steel structure welding, processes such as steel bar binding, concrete curing and prestressed rib tensioning are not needed, and onshore construction period is greatly shortened.
As shown in fig. 1, a cylinder structure 5 is welded at the bottom of a main cylinder 1, the cylinder structure 5 includes an outer cylinder wall 51, a cylinder top plate 54 and an inner deck plate 53 which are fixedly connected, and the cylinder structure 5 includes an outer cylinder wall 51, an inner deck plate 53 and a cylinder top plate 54 which are fixedly connected; the upper surface of the cylinder top plate 54 is provided with a stay bar 2 fixedly connected with the main cylinder 1, and the lower surface of the cylinder top plate is provided with a subdivision plate 52 corresponding to the stay bar 2; the lower surface of the barrel top plate 54 is welded with a ribbed plate structure 4 fixedly connected with the outer barrel wall 51, the compartment plate 52, the inner compartment plate 53 and the barrel top plate 54, and the ribbed plate structure 4 comprises a ribbed plate main beam 41 and a ribbed plate secondary beam 42; the brace rod 2, the cylinder top plate 54 and the subdivision plate 52 are welded together.
As shown in fig. 1, the stay bar 2 is a steel cylinder formed by rolling a steel plate, the vertex elevation of the joint of the top of the stay bar 2 and the main cylinder body 1 is 1-2 m lower than the extreme low tide level, and the extreme low tide level is the extreme low tide level encountered within 50 years. The fan load and the wave current load act on the main cylinder 1, and are transmitted to the cabin dividing plate 53 and the cylinder top plate 54 through the support rods 2, and finally transmitted to the surrounding soil. The foundation structure is a steel cylinder structure, so that the weight is relatively small, and the difficulty in foundation hoisting construction is reduced; only one production base is needed for building a single foundation, the occupied area of the production base is small, and the production capacity can be improved in the limited area of the production base.
As shown in fig. 3, a reinforcing plate 3 is arranged at the joint of the bottom of the stay bar 2 and the cylinder top plate 54 to reduce stress at the joint of the stay bar 2 and the cylinder top plate 54; the distance between the outermost point of the reinforcing plate 3 and the outer cylinder wall 51 is not less than 2m, so that the cylinder structure 5 and the transport and installation ship can be bound together.
As shown in fig. 4, the rib main beam 41 includes a rib long main beam 401 and a rib short main beam 402, and the length of the rib long main beam 401 is greater than that of the rib short main beam 402; the end part of the long main beam 401 of the ribbed plate is fixedly connected with the subdivision plate 52 and is intersected with the extension line of the outer side of the stay bar 2; one end of the ribbed plate short girder 402 is fixedly connected with the subdivision plate 52 and is intersected with the extension line of the inner side of the stay bar 2, and the other end of the ribbed plate short girder 402 is perpendicular to and fixedly connected with the ribbed plate long girder 401. The ribbed slab short girders at the joints of the ribbed slab long girders, the subdivision plates and the barrel top plate are respectively arranged at the left side and the right side of the subdivision plates by taking the subdivision plates as symmetrical axes, and the number of the ribbed slab short girders 402 is 2 multiplied by 6. The rib plate secondary beam 42 takes the axial lead of the cylinder structure as the center, and is circumferentially dispersed to be arranged in a radial grid shape, and comprises rib plates arranged in a radial shape and rib plates arranged in a regular hexagon shape.
As shown in fig. 2 and 5, the number of the deck boards is set to 6, and the deck boards are evenly arranged around the inner deck board 53 at intervals; the support rods 2 and the 6 cabin separation plates 52 are arranged in a one-to-one correspondence manner, and accordingly a closed regular hexagon structure is formed by enclosing the long main beams 401 of the rib plates; wherein, the included angle between the subdivision board 52 and the long main beam 401 of the ribbed plate is 60 degrees, and the included angle between the short main beam 402 of the ribbed plate is 30 degrees.
According to the utility model discloses a description and attached drawing, the technical personnel in the field make or use very easily the utility model discloses a novel marine wind power all steel cylinder type foundation structure to can produce the positive effect that the utility model discloses record.
Unless otherwise specified, in the present invention, if the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential" and the like indicate an orientation or positional relationship based on the orientation or positional relationship shown in the drawings, it is only for the convenience of describing the present invention and simplifying the description, rather than to indicate or imply that the device or element so referred to must have a particular orientation, be constructed and operated in a particular orientation, therefore, the terms describing orientation or positional relationship in the present invention are used for illustrative purposes only, and should not be construed as limiting the present patent, specific meanings of the above terms can be understood by those of ordinary skill in the art in light of the specific circumstances in conjunction with the accompanying drawings.
Unless expressly stated or limited otherwise, the terms "disposed," "connected," and "connected" are used broadly and encompass both fixed and removable connections, or integral connections; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The above is only the preferred embodiment of the present invention, not to the limitation of the present invention in any form, all the technical matters of the present invention all fall into the protection scope of the present invention to any simple modification and equivalent change of the above embodiments.
Claims (10)
1. The utility model provides a novel marine wind power all steel section of thick bamboo type foundation structure which characterized in that: the device comprises a main cylinder (1) and a cylinder structure (5) which are fixedly connected, wherein the cylinder structure (5) comprises an outer cylinder wall (51), a subdivision plate (52), an inner subdivision plate (53) and a cylinder top plate (54) which are fixedly connected; the upper surface of the cylinder top plate (54) is connected with support rods (2) fixedly connected with the main cylinder (1), and the support rods (2) correspond to the cabin dividing plates (52) one by one; the lower surface of the barrel top plate (54) is connected with a ribbed plate structure (4) fixedly connected with the outer barrel wall (51), the subdivision plate (52), the inner cabin plate (53) and the barrel top plate (54), and the ribbed plate structure (4) comprises a ribbed plate main beam (41) and a ribbed plate secondary beam (42) which are fixedly connected.
2. The novel offshore wind power all-steel-cylinder foundation structure of claim 1, wherein: the rib plate main beam (41) comprises a rib plate long main beam (401) and a rib plate short main beam (402); the end part of the long main beam (401) of the ribbed plate is fixedly connected with the subdivision plate (52) and is intersected with the outside extension line of the stay bar (2); one end of the ribbed plate short main beam (402) is fixedly connected with the subdivision plate (52) and is intersected with the extension line of the inner side of the stay bar (2), and the other end of the ribbed plate short main beam is perpendicular to and fixedly connected with the ribbed plate long main beam (401).
3. The novel offshore wind power all-steel-cylinder foundation structure of claim 2, wherein: the rib plate short main beam (402) at the joint of the rib plate long main beam (401), the subdivision plate (52) and the cylinder top plate (54) is respectively arranged at the left side and the right side of the rib plate short main beam by taking the subdivision plate (52) as a symmetry axis.
4. The novel offshore wind power all-steel-cylinder foundation structure of claim 2, wherein: the support rods (2) are uniformly arranged around the main cylinder body (1) at intervals, and correspondingly, the cabin dividing plates (52) are uniformly arranged around the inner cabin plate (53).
5. Novel offshore wind power all-steel-cylinder foundation structure according to claim 4, characterized in that: and a closed regular polygon structure is formed by encircling the rib plate long main beams (401).
6. The novel offshore wind power all-steel-cylinder foundation structure of claim 1, wherein: the rib plate secondary beams (42) are circumferentially dispersed by taking the axial lead of the barrel structure (5) as the center and are arranged in a radial grid shape.
7. The novel offshore wind power all-steel-cylinder foundation structure of claim 1, wherein: the vertex elevation of the joint of the top of the support rod (2) and the main cylinder body (1) is lower than the extreme low tide level by 1-2 m.
8. The novel offshore wind power all-steel-cylinder foundation structure of claim 1, wherein: and a reinforcing plate (3) is arranged at the connection part of the bottom of the support rod (2) and the top plate (54) of the cylinder body, and the distance between the outermost point of the reinforcing plate (3) and the outer cylinder wall (51) is not less than 2 m.
9. The novel offshore wind power all-steel-cylinder foundation structure of claim 1, wherein: the cylindrical structure (5) is divided into seven cabins by six cabin dividing plates (52) and an inner cabin plate (53), and the seven cabins are honeycomb-shaped.
10. The novel offshore wind power all-steel-cylinder foundation structure of claim 1, wherein: the main cylinder body (1), the support rods (2) and the cylinder structure (5) are steel cylinders formed by rolling steel plates, and the diameter range of the main cylinder body (1) is 5.5-7.0 m.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202021217852.3U CN213038418U (en) | 2020-06-28 | 2020-06-28 | Novel all-steel cylindrical foundation structure for offshore wind power |
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| CN202021217852.3U CN213038418U (en) | 2020-06-28 | 2020-06-28 | Novel all-steel cylindrical foundation structure for offshore wind power |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111779020A (en) * | 2020-06-28 | 2020-10-16 | 中国电建集团华东勘测设计研究院有限公司 | Novel all-steel cylindrical foundation structure for offshore wind power |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111779020A (en) * | 2020-06-28 | 2020-10-16 | 中国电建集团华东勘测设计研究院有限公司 | Novel all-steel cylindrical foundation structure for offshore wind power |
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