CN213450689U - Hollow wind power bearing platform with reinforced bottom beam - Google Patents

Hollow wind power bearing platform with reinforced bottom beam Download PDF

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Publication number
CN213450689U
CN213450689U CN202022468345.3U CN202022468345U CN213450689U CN 213450689 U CN213450689 U CN 213450689U CN 202022468345 U CN202022468345 U CN 202022468345U CN 213450689 U CN213450689 U CN 213450689U
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CN
China
Prior art keywords
bearing platform
cushion cap
cavity
wind power
bottom beam
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Active
Application number
CN202022468345.3U
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Chinese (zh)
Inventor
杨峰
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Shanghai Municipal Engineering Design Insitute Group Co Ltd
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Shanghai Municipal Engineering Design Insitute Group Co Ltd
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Priority to CN202022468345.3U priority Critical patent/CN213450689U/en
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    • 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
    • Y02E10/728Onshore wind turbines

Abstract

The utility model relates to a wind power generation equipment technical field, specifically say a cavity formula wind-powered electricity generation cushion cap in floorbar strenghthened type, the cushion cap center is equipped with the cavity, and the back stretch-draw, the anchor of the prestressing force steel strand wires of being convenient for and maintenance are changed, and the cushion cap below is provided with a plurality of floorbars, the overall arrangement mode of floorbar is for the overall arrangement about cushion cap central rotational symmetry, compared with the prior art, designed a novel cushion cap basis that is applicable to back stretch-draw prestressing force concrete tower section of thick bamboo, possess the back stretch-draw and the anchor demand that satisfy prestressing force steel strand wires, cushion cap bulk strength, the high advantage of rigidity, designed the cavity that can guarantee personnel's operation simultaneously under the prerequisite that reduces the weakening of cushion cap structure.

Description

Hollow wind power bearing platform with reinforced bottom beam
Technical Field
The utility model relates to a wind power generation equipment technical field, specifically say to a cavity formula wind-powered electricity generation cushion cap in floorbar strenghthened type.
Background
Wind power generation is one of the most mature power generation modes with the largest development scale and commercial prospect in new energy power generation technology. Due to the prominent effects of the composite material in optimizing energy structures, improving ecological environment and promoting sustainable development of social economy. The wind turbine tower base serves as an important component of a wind power generation structure, all loads borne by an upper wind turbine tower structure are transmitted to a foundation, and the overall stability of the structure is maintained.
Therefore, it is necessary to design a wind power bearing platform which can meet the requirements of post-tensioning and anchoring of prestressed steel strands and ensure that the bearing platform has sufficient overall strength and rigidity.
Disclosure of Invention
The utility model discloses broken through prior art's a difficult problem, designed a cavity formula wind-powered electricity generation cushion cap in floorbar strenghthened type, made its back stretch-draw and the anchor demand that can satisfy the prestressing force steel strand wires that a prestressed concrete tower section of thick bamboo needs, possessed sufficient bulk strength and rigidity again simultaneously.
In order to achieve the purpose, the utility model discloses a cavity formula wind-powered electricity generation cushion cap in floorbar strenghthened type, its characterized in that: the cushion cap center is equipped with the cavity, the back stretch-draw, the anchor of the prestress wire of being convenient for and maintain the change, and the cushion cap below is provided with a plurality of floorbeams, the overall arrangement mode of floorbeam is for laying out about cushion cap central rotational symmetry.
Furthermore, a circle of anchoring surface is arranged on the outer edge of the lower part of the cavity.
Furthermore, a sleeve is arranged in the bearing platform above the anchoring surface.
Further, the prestressed steel strand is fixed with the anchoring surface through the sleeve.
Furthermore, the radius of the cavity is 3-4 m.
Further, the number of the bottom beams is determined by the size of the bearing platform and the area of the cavity.
Compared with the prior art, the utility model, designed a novel cushion cap basis suitable for back stretch-draw prestressed concrete tower section of thick bamboo, possessed the back stretch-draw and anchor demand, cushion cap bulk strength, the high advantage of rigidity that satisfy prestressed steel strand wires, designed the cavity that can guarantee personnel's operation simultaneously under the prerequisite that reduces the structure weakening of cushion cap.
Drawings
Fig. 1 is a sectional view of a bottom beam reinforced hollow wind turbine platform according to an embodiment.
Fig. 2 is a bottom view of a bottom beam reinforced hollow wind turbine platform according to an embodiment.
Wherein, 1 is a bearing platform, 2 is a cavity, 3 is a bottom beam, 4 is an anchoring surface, and 5 is a sleeve.
Detailed Description
The present invention will be further described with reference to the accompanying drawings, which are not intended as limitations of the present invention.
It should be noted that the following detailed description is exemplary and is intended to provide further explanation of the invention. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs.
It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of example embodiments in accordance with the invention. As used herein, the singular forms "a", "an" and "the" are intended to include the plural forms as well, and it should be understood that when the terms "comprises" and/or "comprising" are used in this specification, they specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof, unless the context clearly indicates otherwise.
In the present invention, the terms such as "upper", "lower", "left", "right", "front", "rear", "vertical", "horizontal", "side", "bottom", and the like indicate the position or positional relationship based on the position or positional relationship shown in the drawings, and are only the terms determined for convenience of describing the structural relationship of each component or element of the present invention, and are not specific to any component or element of the present invention, and are not to be construed as limiting the present invention.
In the present invention, terms such as "fixedly connected", "connected", and the like are to be understood in a broad sense, and may be fixedly connected, or may be integrally connected or detachably connected; may be directly connected or indirectly connected through an intermediate. The meaning of the above terms in the present invention can be determined according to specific situations by persons skilled in the art, and should not be construed as limiting the present invention.
In the specific embodiment, a bottom beam reinforced hollow wind power bearing platform is designed, a cavity 2 is formed in the center of a conventional circular bearing platform 1, the radius of the cavity 2 is 3-4 m, post tensioning, anchoring, maintenance and replacement of prestressed steel strands are facilitated, the operation space of personnel is guaranteed, and meanwhile weakening of the structure of the bearing platform is reduced as far as possible. The bottom of the bearing platform 1 is provided with a plurality of bottom beams 3 along the radius direction, and the layout mode of the bottom beams 3 is rotationally and symmetrically arranged around the center of the bearing platform 1 so as to improve the strength and the rigidity of the bearing platform and reduce the weakening of the hollow bearing platform on the structural performance of the bearing platform.
Preferably, the number of bottom beams 3 is determined by the size of the platform 1 and the area of the cavity 2.
Meanwhile, a sleeve of the prestressed steel strand is reserved in the bearing platform, a circle of prestressed steel strand anchoring surface is arranged at the lower edge of the cavity position and serves as an anchorage installation position, and the prestressed steel strand is fixed with the anchoring surface 4 through the sleeve 5.
In the construction, the arrangement number and the layout mode of prestressed steel strand sleeves 5 in a bearing platform 1 are determined according to the diameter of an upper wind power tower cylinder and the number of required prestressed steel strands, the area of a cavity 2 is determined by comprehensively considering the operation space of personnel, an anchoring surface 4 meeting the requirement of an anchorage device is formed, and the lower part of the bearing platform 1 is reinforced by a bottom beam 3 so as to reduce the weakening of the structural performance of the hollow bearing platform.
When the wind power tower cylinder is installed, the prestressed steel strands penetrate through the reserved sleeve 5, anchoring is carried out on the anchoring surface 4, and when a certain prestressed steel strand fails, replacement can be carried out through the cavity 2 in the bearing platform 1.

Claims (6)

1. The utility model provides a cavity formula wind-powered electricity generation cushion cap in floorbar strenghthened type which characterized in that: the center of the bearing platform (1) is provided with a cavity (2), a plurality of bottom beams (3) are arranged below the bearing platform (1), and the bottom beams (3) are arranged in a rotationally symmetrical mode about the center of the bearing platform (1).
2. The bottom beam reinforced hollow wind power bearing platform according to claim 1, wherein: the outer edge of the lower part of the cavity (2) is provided with a circle of anchoring surface (4).
3. The bottom beam reinforced hollow wind power bearing platform according to claim 2, wherein: and a sleeve (5) is arranged in the bearing platform (1) above the anchoring surface (4).
4. The bottom beam reinforced hollow wind power bearing platform according to claim 3, wherein: the prestressed steel strand is fixed with the anchoring surface (4) through the sleeve (5).
5. The bottom beam reinforced hollow wind power bearing platform according to claim 1, wherein: the radius of the cavity (2) is 3-4 m.
6. The bottom beam reinforced hollow wind power bearing platform according to claim 1, wherein: the number of the bottom beams (3) is determined by the size of the bearing platform (1) and the area of the cavity (2).
CN202022468345.3U 2020-10-30 2020-10-30 Hollow wind power bearing platform with reinforced bottom beam Active CN213450689U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022468345.3U CN213450689U (en) 2020-10-30 2020-10-30 Hollow wind power bearing platform with reinforced bottom beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022468345.3U CN213450689U (en) 2020-10-30 2020-10-30 Hollow wind power bearing platform with reinforced bottom beam

Publications (1)

Publication Number Publication Date
CN213450689U true CN213450689U (en) 2021-06-15

Family

ID=76298396

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202022468345.3U Active CN213450689U (en) 2020-10-30 2020-10-30 Hollow wind power bearing platform with reinforced bottom beam

Country Status (1)

Country Link
CN (1) CN213450689U (en)

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