CN218597202U

CN218597202U - Bearing platform foundation and wind power tower cylinder

Info

Publication number: CN218597202U
Application number: CN202222602017.7U
Authority: CN
Inventors: 张鹤鸣; 杨伟; 李梦媛; 宋江毅; 申超; 张冰
Original assignee: Shanghai Fengling New Energy Co ltd
Current assignee: Shanghai Fengling New Energy Co ltd
Priority date: 2022-09-29
Filing date: 2022-09-29
Publication date: 2023-03-10
Anticipated expiration: 2032-09-29

Abstract

The utility model discloses a cushion cap basis and wind power tower section of thick bamboo, cushion cap basis include cushion cap basis body, filler and shear force wall, and the middle part of cushion cap basis body is hollow, and the filler is filled in the middle part of cushion cap basis body in the hollow, and the filler top is not less than the top of cushion cap basis body. The embodiment of the utility model provides a cushion cap basis is different from traditional hollow formula cushion cap basis, the inside packing of cushion cap basis body has the filler, make the cushion cap basis do not have the hollow in positive and negative zero, thereby the crack or the gap of having avoided the cushion cap basis are in the infiltration in the use, and the problem of ponding appears in the hollow, and then the evaporation of ponding in having avoided the hollow, steam is to the adverse effect of the inside electrical equipment of a tower section of thick bamboo, it infringes not by steam to protect electrical equipment, the maintenance frequency of equipment has been reduced, the maintenance cost has been reduceed.

Description

Bearing platform foundation and wind power tower cylinder

Technical Field

The utility model belongs to the technical field of wind power basis and specifically relates to a cushion cap basis and wind power tower cylinder are related to.

Background

Wind power generation refers to converting kinetic energy of wind into electric energy. Wind power energy is a clean and pollution-free renewable energy. The wind power plant has high power generation amount, stable fan operation and mature manufacturing technology, and is widely put into use in recent years. Wind power tower cylinder belongs to the structure that stands tall and erects, and highly generally higher bears great level and vertical load, and the basis is located wind power tower cylinder's bottom for bear the huge load that upper portion tower cylinder body and fan transmitted, be the important part of assurance wind turbine generator system security and normal operating. Land wind turbine generator system adopts cast-in-place reinforced concrete basis usually, and its inside hollow structure that is usually, and the condition of hollow department ponding appears because the gap department infiltration that concrete placement produced easily, behind the ponding evaporation of hollow department, steam easily can produce adverse effect to the inside electrical equipment of a tower section of thick bamboo, causes equipment to receive damp damage, has increased engineering cost.

SUMMERY OF THE UTILITY MODEL

The present invention aims at solving at least one of the technical problems in the related art to a certain extent. Therefore, the embodiment of the utility model provides a cushion cap basis.

The embodiment of the utility model provides a wind power tower cylinder with above-mentioned cushion cap basis has still been provided.

The utility model discloses cushion cap basis includes: the middle part of the bearing platform base body is hollow, and the top of the bearing platform base body is not lower than positive and negative zero; the filler is filled in the hollow center of the bearing platform base body, and the top of the filler is not lower than that of the bearing platform base body; and the shear wall is connected with the top of the bearing platform foundation body and extends upwards, and the shear wall is of a cylindrical structure and is used for being connected with the tower barrel body above.

The embodiment of the utility model provides a cushion cap basis is different from traditional hollow formula cushion cap basis, the inside packing of cushion cap basis body has the filler, do not have hollow structure inside making the cushion cap basis, thereby the crack or the gap of having avoided the cushion cap basis are in the use and seep water, and the problem of ponding appears in the hollow, and then the evaporation of ponding in having avoided the hollow, steam is to the adverse effect of the inside electrical equipment of a tower section of thick bamboo, it infringes not by steam to protect electrical equipment, the frequency of maintenance of equipment has been reduced, the cost of maintenance has been reduceed.

In some embodiments, the filler is concrete or earth.

In some embodiments, the top of the cap base body is above plus or minus zero.

In some embodiments, the bearing platform foundation body and the shear wall are of concrete structures, and the bearing platform foundation body and the shear wall structure are constructed by sequentially connecting the dry-mixed precast concrete segments along the circumferential direction.

The wind power tower cylinder provided by the invention comprises a bearing platform foundation and a tower cylinder body, wherein the bottom of the tower cylinder body is connected with the top of the shear wall.

In some embodiments, the wind tower further comprises a prestressed tendon which performs prestressed tensioning on the tower body and the bottom end of which is anchored to the shear wall.

In some embodiments, the shear wall includes a shank portion protruding inward with respect to an inner peripheral wall surface of the other portion of the shear wall, and a pre-stressed anchoring passage for anchoring the pre-stressed tendon is provided on the shank portion, and the pre-stressed tendon passes through the pre-stressed anchoring passage and is anchored below the shank portion.

In some embodiments, the corbel is located on top of the shear wall.

In some embodiments, the tendon is an in vivo tendon or an in vitro tendon.

In some embodiments, the shear wall is provided with a door opening.

Drawings

FIG. 1 is a schematic structural diagram of a wind power tower provided by an embodiment of the present invention.

Reference numerals are as follows:

the wind power tower comprises a wind power tower 100, a bearing platform foundation 1, a bearing platform foundation body 11, filler 12, a shear wall 211, a corbel part 212, a door opening 213, a tower body 22 and prestressed tendons 23.

Detailed Description

Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings. The embodiments described below with reference to the drawings are exemplary and intended to be used for explaining the present invention, and should not be construed as limiting the present invention.

The wind power tower 100 and the bearing platform foundation 1 provided by the embodiment of the invention are described below according to fig. 1. The wind power tower 100 comprises a bearing platform foundation 1 and a tower body 22, wherein the tower body 22 is arranged at the top of the bearing platform foundation 1.

The bearing platform foundation 1 comprises a bearing platform foundation body 11 and a filler 12, wherein the middle part of the bearing platform foundation body 11 is hollow, the filler 12 is filled in the hollow part of the middle part of the bearing platform foundation body 11, and the top of the filler 12 is not lower than the top of the bearing platform foundation body 11, namely, the filler 12 fills the inner cavity of the bearing platform foundation body 11, so that the bearing platform foundation 1 is of a solid structure. And, the top of the cap base body 11 is not lower than positive negative zero, that is, the top of the filler 12 is not lower than positive negative zero. The bearing platform foundation provided by the embodiment of the invention has no hollow structure below positive and negative zero. The 'positive and negative zero' refers to the datum plane of the main body engineering, the engineering is completed under the datum plane of the main body engineering, and when the main body engineering construction is carried out, namely the main body engineering reaches the 'positive and negative zero'. Generally, the ground plane is used as positive and negative zeros, and is positive above the ground plane and negative below the ground plane.

The shear wall 211 is located at the top of the cap foundation body 11, and the bottom of the shear wall 211 is connected to the cap foundation body 11 and extends upward. As shown in fig. 1, the shear wall 211 is a cylindrical structure, and is connected to the tower body 22 above, that is, the bottom of the tower body 22 is connected to the top of the shear wall 211. The shear wall 211 is used for transmitting the load generated by the tower body 22 to the bearing platform foundation 1, and plays a role of supporting. Because the shear wall 211 is a cylindrical structure, it is convenient to perform related construction operations from the inside of the shear wall 211, such as filling the filler 12, or performing the prestressed tensioning operation of the tower body 22 above, and the inner space of the shear wall 211 may also be used to accommodate corresponding operation equipment, such as filling equipment or prestressed tensioning equipment.

The embodiment of the utility model provides a cushion cap basis is different from traditional hollow formula cushion cap basis, the inside packing of cushion cap basis body has the filler, and the top of filler is not less than the top of cushion cap basis body, make inside hollow structure that does not exist of cushion cap basis, thereby the crack or the gap of having avoided the cushion cap basis are in the use infiltration, and the problem of ponding appears in the hollow, and then the evaporation of ponding in the hollow has been avoided, steam is to the inside electrical equipment's of a tower section of thick bamboo adverse effect, protect electrical equipment not infringed by steam, the maintenance frequency of equipment has been reduced, the maintenance cost has been reduceed.

In some embodiments, as shown in fig. 1, the filler 12 is filled in the inner cavity of the platform base body 11, the top of the filler 12 is flush with the platform base body 11 in the vertical direction, and the top of the platform base body 11 (the top of the filler 12) is higher than positive and negative zero, that is, higher than the horizontal plane, so as to effectively avoid the problem of water accumulation caused by the hollow existence of the platform base 1 below positive and negative zero, and further avoid the influence of evaporation of the water accumulation in the hollow on the electrical equipment inside the tower.

In other alternative embodiments, the top of the cap foundation body 11 (the top of the filler 12) may be flush with positive and negative zero, and may also avoid hollow water accumulation inside the cap foundation 1. The preferred solution is that the top of the bearing platform foundation 1 shown in fig. 1 is higher than plus or minus zero.

In some embodiments, the cap foundation body 11 and the shear wall 211 are of a concrete structure, that is, the cap foundation body 11 and the shear wall 211 are formed by pouring concrete, the cost of the concrete poured cap foundation body 11 and the shear wall 211 is low, the construction difficulty is low, but cracks are easily generated by pouring concrete, and the filler 12 filled in the middle hollow part of the concrete foundation body can effectively prevent the cracks from being seeped in the using process, so that the influence of the concrete structure seepage on internal equipment is avoided.

Further, in order to reduce the concrete pouring difficulty, the bearing platform foundation body 11 and the shear wall 211 are formed by sequentially connecting a plurality of dry-mixed concrete prefabricated pipe pieces along the circumferential direction, namely a plurality of prefabricated structures can be formed through concrete pouring, the prefabricated structures are spliced on the construction site to construct the bearing platform foundation body 11 and the shear wall 211, and the transportation difficulty and the construction difficulty are reduced.

Optionally, the filler 12 is concrete, that is, the concrete is filled in the middle of the base body 11 of the platform to form the filler 12.

Alternatively, in order to reduce the amount of concrete, soil may be used as the filler 12.

In some embodiments, as shown in FIG. 1, the platform foundation 1 is adapted to a prestressed tower body. As shown in FIG. 1, the wind tower 100 includes tendons 23. The prestressed tendons 23 perform prestressed tensioning on the tower body 22, and the bottom ends of the prestressed tendons 23 are anchored to the shear wall 211.

Because the shear wall 211 is located above the ground level, the prestress tensioning of the tower cylinder body 22 is operated above the ground level, so that a complicated process of moving the tensioning device to the underground is avoided, the tensioning operation is more convenient, and the tensioning operation is performed more quickly.

Specifically, as shown in fig. 1, the shear wall 211 includes a corbel portion 212, the corbel portion 212 projecting inward relative to an inner peripheral wall surface of the other portion of the shear wall 211. The bracket part 212 is annular and is positioned at the top of the shear wall 211, a prestressed anchoring pore channel for anchoring the prestressed tendon 23 is arranged on the bracket part 212, and the bottom end of the prestressed tendon 23 downwards passes through the prestressed anchoring pore channel and is anchored at the bottom of the bracket part 212.

In the embodiment shown in fig. 1, the tendon 23 is an external tendon, that is, the external tendon 23 is used to perform external prestress tension on the tower body 22, and the tendon 23 is located inside the tower body 22.

Of course, in other alternative embodiments, the prestressed tendons 23 may also be internal prestressed tendons, that is, the prestressed tendons 23 may be used to perform internal prestressed tensioning on the tower body 22, and the prestressed tendons 23 penetrate through the wall of the tower body 22.

As shown in fig. 1, the shear wall 211 is further provided with a door opening 213 for the constructor and the tension device to enter and exit the tower body. When the tower body 22 is prestressed and tensioned, a constructor can push the tensioning device into the shear wall 211 through the door opening 213 on the shear wall 211 on the platform at the top of the bearing platform foundation body 11 and the filler 12, and prestressed tensioning can be realized without moving the tensioning device downwards to the underground as in the related art, and the prestressed tensioning is quick, efficient and simple in construction mode.

In some embodiments, the wind power tower 100 provided by the embodiments of the present invention is a concrete tower, and the main components of the wind power tower 100, including the bearing platform foundation 1 and the tower body 22, are formed by casting concrete. In other embodiments, the wind tower 100 may be a steel-concrete tower, which is not limited in this respect.

Optionally, the tower body 22 is formed by stacking a plurality of tower units in sequence in the up-down direction, and optionally, the tower units may be formed by connecting a plurality of tower pieces in sequence end to end in the axial direction of the tower body 22. The tower piece can be a prefabricated tower piece.

Alternatively, the cross-sectional shape of the tower body 22 may be circular, octagonal, or dodecagonal.

In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description of the present invention and to simplify the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.

Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.

In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; may be mechanically coupled, may be electrically coupled or may be in communication with each other; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship, unless expressly stated otherwise. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.

In the present application, unless expressly stated or limited otherwise, the first feature may be directly on or directly under the second feature or indirectly via intermediate members. Also, a first feature "on," "over," and "above" a second feature may be directly or diagonally above the second feature, or may simply indicate that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature may be directly under or obliquely under the first feature, or may simply mean that the first feature is at a lesser elevation than the second feature.

In the present disclosure, the terms "one embodiment," "some embodiments," "an example," "a specific example," or "some examples" or the like mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the present disclosure. In this specification, the schematic representations of the terms used above are not necessarily intended to refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, various embodiments or examples and features of different embodiments or examples described in this specification can be combined and combined by one skilled in the art without contradiction.

Although the above embodiments have been shown and described, it should be understood that they are exemplary and should not be construed as limiting the present invention, and that many changes, modifications, substitutions and alterations to the above embodiments by those of ordinary skill in the art are intended to be within the scope of the present invention.

Claims

1. A cap foundation, comprising:

the middle part of the bearing platform base body is hollow, and the top of the bearing platform base body is not lower than positive and negative zero;

the filler is filled in the hollow center of the bearing platform base body, and the top of the filler is not lower than that of the bearing platform base body; and

the shear wall is connected with the top of the bearing platform foundation body and extends upwards, and the shear wall is of a cylindrical structure and is used for being connected with the tower barrel body above.

2. The cap foundation of claim 1,

the filler is concrete or soil.

3. The cap foundation of claim 1, wherein the top of the cap foundation body is above plus or minus zero.

4. The bearing platform foundation of any one of claims 1-3, wherein the bearing platform foundation body and the shear wall are concrete structures, and the bearing platform foundation body and the shear wall structure are constructed by sequentially connecting the dry concrete precast segments along the circumferential direction.

5. A wind tower, comprising:

a cap foundation according to any one of claims 1-4;

the bottom of the tower cylinder body is connected with the top of the shear wall.

6. The wind tower of claim 5, further comprising prestressed tendons that prestress-tension the tower body and anchor its bottom end to the shear wall.

7. The wind tower as claimed in claim 6, wherein the shear wall includes a bracket portion protruding inward, a pre-stressed anchoring hole for anchoring the pre-stressed tendons is formed in the bracket portion, and the pre-stressed tendons penetrate through the pre-stressed anchoring hole and are anchored below the bracket portion.

8. The wind tower as claimed in claim 7, wherein the bull leg portion is located at a top of the shear wall.

9. The wind tower as claimed in any one of claims 6 to 8, wherein the tendons are internal tendons or external tendons.

10. The wind tower as claimed in any one of claims 6 to 8, wherein a door opening is provided in the shear wall.