CN215715459U - Offshore wind power assembled steel structure fan cushion cap - Google Patents
Offshore wind power assembled steel structure fan cushion cap Download PDFInfo
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- CN215715459U CN215715459U CN202121609857.5U CN202121609857U CN215715459U CN 215715459 U CN215715459 U CN 215715459U CN 202121609857 U CN202121609857 U CN 202121609857U CN 215715459 U CN215715459 U CN 215715459U
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Abstract
The utility model discloses an offshore wind power assembly type steel structure fan bearing platform which comprises a plurality of trusses radially arranged along a foundation ring, wherein the trusses are connected with a bottom sealing concrete plate, and the peripheral structure is sealed by a steel plate; wherein: the truss comprises an upper chord member, a middle chord member, a lower chord member, an inclined rod and a vertical rod which are fixedly connected with each other by bolts or welding; the number of nodes formed by the adjacent vertical rod supports and the arrangement direction of the inclined rods are freely adjusted according to the stress requirement of the positions connected by the diameter of the foundation ring and the diameter of the small pile; the trusses are used for acting on the combined type foundation bearing platform and the multi-pile foundation bearing platform, and the number of the trusses is matched with the requirement of fan load. The utility model has strong practicability and functionality and can be widely applied to the technical field of wind power.
Description
Technical Field
The utility model relates to the field of wind power, in particular to an offshore wind power assembly type steel structure fan bearing platform.
Background
Offshore wind power has become a research hotspot of global wind power development as one of important directions for developing and utilizing renewable energy. The development prospect of offshore wind power in China is very wide, and the development of offshore wind power shows the trend of large single-machine capacity, large water depth and the like. Uncertain factors such as aerodynamic force, inertia force, elastic force and other variable loads acting on the blades are transmitted to the foundation through the tower barrel. The complex geological conditions, the diversification of sea states and the higher requirements on the basic structure. The multi-pile cap and combined pile cap foundation (one is six in size) has the advantages of larger structural rigidity, good bearing capacity and the like required by the foundation and has wider application prospect. Compared with the construction of a cast-in-place concrete foundation bearing platform, the main bottleneck lies in the long construction period, and the quality and the safety are ensured by various construction measures such as steel sleeve box hoisting, reinforcement cage binding and concrete pouring. Due to the fact that weather on the sea is changeable, the ship aircraft investment is large, the window period is short and other factors, the problems that the construction period is long, the cost is increased and the like are caused.
Therefore, an offshore wind power assembly type steel structure fan bearing platform is yet to be provided.
SUMMERY OF THE UTILITY MODEL
Aiming at the problems, the utility model provides an offshore wind power assembly type steel structure fan bearing platform which is short in construction time, reduces offshore operation risks, effectively utilizes a window period, increases onshore operation time and carries out assembly and splicing of a truss compared with the traditional cast-in-place reinforced concrete.
The technical scheme provided by the utility model is as follows:
a prefabricated steel structure fan bearing platform for offshore wind power comprises a plurality of trusses radially arranged along a base ring, wherein the trusses are connected with a bottom sealing concrete plate, and a peripheral structure is sealed through a steel plate; wherein:
the trusses are fixedly connected with each other by an upper chord, a middle chord, a lower chord, an inclined rod and a vertical rod which are sequentially parallel to each other in a bolt or welding mode, and the inclined rod is obliquely connected between the adjacent vertical rods;
the number of adjacent nodes formed by the vertical rod supports and the arrangement direction of the inclined rods are freely adjusted according to the stress requirements of positions connected by the diameter of the foundation ring and the diameter of the small pile, the vertical rods are respectively connected between the upper chord and the middle chord and between the middle chord and the lower chord, and the vertical rods are parallel to each other.
Further, the steel plate comprises an upper chord, a middle chord, a lower chord, an oblique rod, a vertical rod, an outer oblique rod, an upper outer chord, a middle outer chord, a lower outer chord, a horizontal oblique rod, a horizontal cross rod, an outer ring beam, an inner ring beam, a hoop, a connecting piece, a foundation ring, an inner oblique rod, an inner vertical rod, a closed side wall steel plate, a closed horizontal steel plate and a node plate which are connected; a plurality of plane trusses are radially arranged on the base ring.
Furthermore, the truss is connected with the ring beam, and the small pile nodes are connected with the small pile hoops to form a whole; the upper chord, the middle chord and the lower chord are also arranged in the foundation ring and are in the same plane with the upper chord, the middle chord and the lower chord which are arranged outside the foundation ring;
stiffening plates are added at the connecting nodes of the upper chord, the middle chord and the lower chord positioned outside and inside the foundation ring, and the inner oblique rods are also positioned at the node positions; the joint of the upper chord, the middle chord, the lower chord, the inclined rod and the vertical rod and the joint of the inclined rod and the inclined rod are also additionally provided with gusset plates.
Furthermore, stiffening plates are additionally arranged at connecting nodes between the upper chords, between the middle chords and between the lower chords on the inner side and the outer side of each truss, and the stiffening plates are obliquely and fixedly connected with the stiffening plates.
Furthermore, the upper chords on the adjacent plane trusses are connected with the horizontal inclined rods through the upper chords and the horizontal cross rod connecting rods, and the lower chords are connected with the horizontal inclined rods through the lower chords and the horizontal cross rods.
Furthermore, the bottoms of the lower chords on the plurality of plane trusses are connected through a cast-in-place concrete bottom plate, and the concrete bottom plate is made of reinforced concrete materials.
Further, when the bolt connection is adopted, bolt holes are uniformly preset in the lower flange of the lower chord and are connected with reserved positioning bolt rods pre-embedded in the concrete bottom plate, and the pre-embedded adjacent bolt rods are in the same plane;
when welding is adopted, the lower flange of the lower chord is connected with an embedded steel plate embedded in the concrete bottom plate, and the adjacent embedded steel plates are in the same plane.
When welding is adopted, the lower flange of the lower chord is connected with an embedded steel plate embedded in the concrete bottom plate, and the adjacent embedded steel plates are in the same plane.
Compared with the prior art, the utility model has the advantages that:
through providing an offshore wind-power assembled steel construction fan cushion cap, it compares with prior art, can shorten the engineering time, reduces offshore operation risk, and the effectual window phase that utilizes increases land activity duration to be convenient for carry out the equipment and assemble of truss.
Drawings
FIG. 1: the embodiment of the utility model is a schematic diagram of a steel structure bearing platform of an upper chord member;
FIG. 2: in the embodiment of the utility model, the steel structure bearing platform of the middle chord member is shown schematically;
FIG. 3: the embodiment of the utility model is a schematic diagram of a steel structure bearing platform of a lower chord member;
FIG. 4: the embodiment of the utility model is a schematic diagram of a combined pile foundation (one large and six small) steel structure bearing platform;
FIG. 5: the embodiment of the utility model is a schematic diagram of a multi-vertical-pile foundation steel structure bearing platform;
FIG. 6: the embodiment of the utility model is a schematic diagram of a multi-inclined-pile foundation steel structure bearing platform;
FIG. 7: the embodiment of the utility model provides a schematic diagram of an outer truss steel structure node;
FIG. 8: the embodiment of the utility model provides a schematic diagram of a steel structure node of a basic ring truss;
FIG. 9: the embodiment of the utility model provides a schematic diagram of a transition section truss steel structure node.
Detailed Description
The present invention is described in further detail below with reference to figures 1-9.
The utility model provides a prefabricated steel structure fan bearing platform for offshore wind power, which is characterized in that a plurality of trusses are radially arranged along the periphery of a base ring (transition section, 17), the trusses are connected with a bottom concrete slab, and the peripheral structure is sealed by a steel plate. The plane truss can be used for a combined type foundation bearing platform (a large pile, a small pile and a large pile), a multi-pile foundation bearing platform (6 inclined piles, 8 inclined piles, 6 vertical piles and 8 vertical piles). The number of the plane trusses is adjusted according to the fan load requirement, and each truss is formed by connecting an upper chord 1, a middle chord 2, a lower chord 3, an inclined rod 4 and a vertical rod 5 through bolts or welding. The number of the nodes formed by the adjacent vertical rod 5 supports and the arrangement direction of the inclined rods 4 are adjusted according to the stress requirement of the connecting position of the diameter of the foundation ring 17 and the diameter of the small pile. When the bolts are used for connection, the upper chord 1, the middle chord 2 and the lower chord 3 are made of square steel, steel pipes or H-shaped steel, and the diagonal rods 4 and the vertical rods 5 are made of double-spliced angle steel, double-spliced channel steel, square steel or steel pipes. When the welding connection is adopted, the upper chord 1, the middle chord 2 and the lower chord 3 adopt any one of square steel, steel pipes or H-shaped steel, and the diagonal rods 4 and the vertical rods 5 adopt any one of double-spliced angle steel, double-spliced channel steel, square steel or steel pipes.
The prefabricated steel structure fan bearing platform for offshore wind power comprises an upper chord 1, a middle chord 2, a lower chord 3, an inclined rod 4, a vertical rod 5, an outer side upright rod 6, an outer side inclined rod 7, an upper outer chord 8, a middle outer chord 9, a lower outer chord 10, a horizontal inclined rod 11, a horizontal cross rod 12, an outer ring beam 13, an inner ring beam 14, a hoop 15, a connecting piece 16, a foundation ring (transition section, 17), an inner inclined rod 18, an inner upright rod 19, a closed side wall steel plate 20, a closed horizontal steel plate 21 and a node plate 22. The plurality of plane trusses and the base ring 17 are arranged in a radial mode, and the number of the plane trusses can be adjusted according to the bearing capacity of the fan. Each truss is composed of an upper chord 1, a middle chord 2, a lower chord 3, an oblique rod 4 and a vertical rod 5. The inner and outer ring beams of the foundation ring 17 are machined into a whole by a factory. Each truss is connected with the ring beam 13, and the nodes related to the small pile position are connected with the small pile anchor ears 15 to form a whole.
Each truss is formed by connecting an upper chord 1, a middle chord 2 and a lower chord 3 through an inclined rod 4 and a vertical rod 5 by bolts or welding. The upper chord 1, the middle chord 2 and the lower chord 3 form a node through the inclined rod 4 and the vertical rod 5, and the arrangement direction can be adjusted according to the diameter of the foundation ring 17 and the stress requirement. An upper chord 1, a middle chord 2, a lower chord 3 and an inner inclined rod inner ring beam 14 are arranged in the foundation ring 17, the inner upper chord 1, the middle chord 2 and the lower chord 3 are connected with the inner upper ring beam, the inner middle ring beam and the inner lower ring beam 14, and the inner and outer ring beams, the inner and outer upper chord 1, the middle chord 2 and the lower chord 3 are connected on two sides through the ring wall of the foundation ring 17. The inner and outer upper chords 1, the inner and outer middle chords 2 and the inner and outer lower chords 3 of the foundation ring 17 are all in the same plane. The tower tube ring beams on the inner wall and the outer wall of the foundation ring 17 are processed by manufacturers, and the inner ring beam, the outer ring beam and the inner ring beam are arranged and counted up, middle and down. The connecting nodes of the inner and outer upper chords 1, the middle chords 2 and the lower chords 3 with the ring beam are provided with stiffening plates and inner oblique rods.
The upper chord 1 and the upper outer chord 8, the middle chord 2 and the middle and outer chords 9, the lower chord 3 and the lower outer chord 10 of each truss are connected by the nodes and are provided with stiffening plates, and the upper outer chord 8 and the middle and outer chords 9 are connected by the diagonal rods 4 to form a whole.
The upper chords 1 of the adjacent plane trusses are connected through the upper chords 1, the horizontal cross bars 12 and the horizontal inclined rods 11, and the lower chords 3 are connected through the lower chords 3, the horizontal cross bars 12 and the horizontal inclined rods 11. The bottoms of the lower chords 3 of the planar trusses are connected by a cast-in-place concrete bottom plate, the thickness and the reinforcing bars of the bottom plate are determined by calculation according to the requirements of rigidity and bearing capacity, and the concrete bottom plate is made of reinforced concrete.
In the specific implementation process, when the bolt connection is adopted, bolt holes are uniformly reserved in the lower flange of the lower chord 3 and are connected with the reserved positioning bolt rods pre-embedded in the concrete bottom plate, and the pre-embedded adjacent screw rods are in the same plane. When welding is adopted, the lower flange of the lower chord 3 is connected with the embedded steel plates embedded in the concrete bottom plate, and the adjacent embedded steel plates are in the same plane. The number and the specific positions of the bolt rods and the embedded parts are determined according to the field installation requirements, so that the field debugging is facilitated.
When the bottom sealing concrete is not adopted, the bottoms of the lower chords 3 of the multiple planar trusses are connected with the bottom sealing steel plate in a welding or bolt connection mode. The truss upright stanchions 19 are connected with the ring beams of the piles and are provided with stiffening plates. Horizontal inclined rods 11 and horizontal cross rods 12 are additionally arranged on the upper portion of the bottom sealing steel plate between the two trusses, and the number of the horizontal inclined rods 11 and the number of the horizontal cross rods 12 can be determined and the distance between the horizontal inclined rods 11 and the horizontal cross rods 12 can be encrypted according to bearing capacity calculation.
The outer structure and the top are sealed by steel plates, the whole bearing platform is externally subjected to anti-corrosion treatment, the bearing platform can bear loads such as waves and tides, the overall stability of the foundation is improved, the parts of accessories such as ship-leaning pieces and crawling ladders are additionally arranged between the outer side vertical rods 6 and are connected by inclined rods, and the inclined rods 4 and the outer side vertical rods 6 are additionally arranged to support the inclined rods.
The offshore prefabricated steel structure fan bearing platform can be used for processing a truss according to a specific multi-pile foundation bearing platform form, the size between piles needs to be confirmed on site, and the precision and the accuracy in processing are achieved (such as one large pile, six small piles, 6 inclined piles, 8 inclined pile foundations and the like). The multiple trusses can be assembled on land and integrally hoisted to be transported to a machine position, and also can be assembled by marine single-chip hoisting trusses, and the two construction modes can realize the function of smooth installation and construction. The prefabricated steel structure fan bearing platform is prefabricated on the sea, and after the truss is installed, concrete can be poured according to design requirements, so that the requirement of the bearing platform for resisting overturning is met. The cross section size of the truss member can meet the stress calculation, and the requirements of strength, stability, rigidity and fatigue property are required to be met.
The present invention and its embodiments have been described above, and the description is not intended to be limiting, and the drawings are only one embodiment of the present invention, and the actual structure is not limited thereto. In summary, those skilled in the art should appreciate that they can readily use the disclosed conception and specific embodiments as a basis for designing or modifying other structures for carrying out the same purposes of the present invention without departing from the spirit and scope of the utility model as defined by the appended claims.
Claims (7)
1. The offshore wind power assembly type steel structure fan bearing platform is characterized by comprising a plurality of trusses radially arranged along a base ring, wherein the trusses are connected with a bottom sealing concrete plate, and the peripheral structure is sealed through a steel plate; wherein:
the trusses are fixedly connected with each other by an upper chord, a middle chord, a lower chord, an inclined rod and a vertical rod which are sequentially parallel to each other in a bolt or welding mode, and the inclined rod is obliquely connected between the adjacent vertical rods;
the number of adjacent nodes formed by the vertical rod supports and the arrangement direction of the inclined rods are freely adjusted according to the stress requirements of positions connected by the diameter of the foundation ring and the diameter of the small pile, the vertical rods are respectively connected between the upper chord and the middle chord and between the middle chord and the lower chord, and the vertical rods are parallel to each other.
2. The offshore wind power assembled steel structure fan bearing platform according to claim 1, comprising an upper chord, a middle chord, a lower chord, a diagonal member, a vertical member, an outer diagonal member, an upper outer chord, a middle outer chord, a lower outer chord, a horizontal diagonal member, a horizontal cross bar, an outer ring beam, an inner ring beam, a hoop, a connecting member, a foundation ring, an inner diagonal member, an inner vertical member, a closed side wall steel plate, a closed horizontal steel plate and a gusset plate which are connected; a plurality of plane trusses are radially arranged on the base ring.
3. The offshore wind power assembled steel structure fan bearing platform according to claim 2, wherein the truss is connected with the ring beam, and the small pile nodes are connected with the small pile hoops to form a whole; the upper chord, the middle chord and the lower chord are also arranged in the foundation ring and are in the same plane with the upper chord, the middle chord and the lower chord which are arranged outside the foundation ring;
stiffening plates are added at the connecting nodes of the upper chord, the middle chord and the lower chord positioned outside and inside the foundation ring, and the inner oblique rods are also positioned at the node positions; the joint of the upper chord, the middle chord, the lower chord, the inclined rod and the vertical rod and the joint of the inclined rod and the inclined rod are also additionally provided with gusset plates.
4. The offshore wind power assembly type steel structure fan bearing platform according to claim 3, wherein stiffening plates are additionally arranged at connecting nodes between the upper chords, between the middle chords and between the lower chords on the inner side and the outer side of the foundation ring on each truss, and the stiffening plates are obliquely and fixedly connected with the stiffening plates.
5. The offshore wind power assembly type steel structure fan bearing platform according to claim 1, wherein the upper chords on the adjacent planar trusses are connected with the horizontal inclined rods through the upper chords and the horizontal cross rod connecting rods, and the lower chords are connected with the horizontal inclined rods through the lower chord horizontal cross rods.
6. The offshore wind power assembled steel structure fan platform according to claim 5, wherein the bottoms of the lower chords of the planar trusses are connected by a cast-in-place concrete bottom plate, and the concrete bottom plate is made of a reinforced concrete material.
7. The offshore wind power assembly type steel structure fan bearing platform according to any one of claims 1 to 6, wherein when bolt connection is adopted, bolt holes are uniformly preset on the lower flange of the lower chord and are connected with reserved positioning bolt rods pre-embedded in a concrete bottom plate, and adjacent pre-embedded bolt rods are in the same plane;
when welding is adopted, the lower flange of the lower chord is connected with an embedded steel plate embedded in the concrete bottom plate, and the adjacent embedded steel plates are in the same plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121609857.5U CN215715459U (en) | 2021-07-15 | 2021-07-15 | Offshore wind power assembled steel structure fan cushion cap |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121609857.5U CN215715459U (en) | 2021-07-15 | 2021-07-15 | Offshore wind power assembled steel structure fan cushion cap |
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| CN215715459U true CN215715459U (en) | 2022-02-01 |
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| CN202121609857.5U Active CN215715459U (en) | 2021-07-15 | 2021-07-15 | Offshore wind power assembled steel structure fan cushion cap |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113417309A (en) * | 2021-07-15 | 2021-09-21 | 中广核(福建)风力发电有限公司 | Offshore wind power assembled steel structure fan cushion cap |
| CN115305945A (en) * | 2022-10-10 | 2022-11-08 | 中交三航(南通)海洋工程有限公司 | Offshore wind power assembled steel structure fan bearing platform |
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2021
- 2021-07-15 CN CN202121609857.5U patent/CN215715459U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113417309A (en) * | 2021-07-15 | 2021-09-21 | 中广核(福建)风力发电有限公司 | Offshore wind power assembled steel structure fan cushion cap |
| CN115305945A (en) * | 2022-10-10 | 2022-11-08 | 中交三航(南通)海洋工程有限公司 | Offshore wind power assembled steel structure fan bearing platform |
| CN115305945B (en) * | 2022-10-10 | 2022-12-20 | 中交三航(南通)海洋工程有限公司 | Offshore wind power assembly type steel structure fan bearing platform |
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