Wind power pile foundation leveling device and leveling method

Abstract

The invention provides a wind power pile foundation leveling device and a wind power pile foundation leveling method. The wind power pile foundation leveling device comprises a plurality of telescopic anchoring parts arranged around a wind power pile foundation. The telescopic anchoring part is used for supporting and leveling a wind power pile foundation and comprises a telescopic assembly and an anchor head, the telescopic assembly is used for adjusting the length of the telescopic anchoring part, one end of the telescopic assembly is connected with the wind power pile foundation, the other end of the telescopic anchoring part is connected with the anchor head, and the anchor head is used for being fixedly connected with the ground. The horizontal and vertical bearing capacity of the wind power pile foundation can be improved, and leveling of the wind power pile foundation is achieved.

Description

Technical Field

[0001] The present invention relates to the technical field of offshore wind power pile foundations, and in particular to a wind power pile foundation leveling device and a leveling method. Background Art

[0002] Under the long-term wind-wave-current coupling load, the offshore wind turbine pile foundation will undergo certain displacement deformation and increase the rotation angle. Although redundancy is reserved during construction, the pile foundation deformation may still exceed the allowable displacement and allowable rotation angle during long-term use, shortening the service life of the offshore wind turbine pile foundation. Therefore, in order to ensure the normal use of the offshore wind turbine pile foundation during the service period and extend the service life of the offshore wind turbine pile foundation, a wind turbine pile foundation leveling device and leveling method are proposed.

[0003] The invention with the authorization announcement number CN207944474U discloses a leveling device for a single pile foundation in an offshore wind power device, wherein the offshore wind power device uses multiple underwater thrusters to simultaneously drive an active drive ring to rotate around its own axis, thereby driving the push rod 2 to rotate around its own axis under the action of the bevel gear, and then driving the push rod to rotate while performing axial feed motion under the influence of the synchronous rotation structure, and finally driving the leveling block to perform linear motion; and the simultaneous movement of multiple leveling blocks will eventually drive the axis of the single pile foundation back to the initial position, thereby achieving the leveling action of the single pile foundation. However, the structure of the above-mentioned leveling device is relatively complex, and can only be used for leveling work after the single pile foundation is tilted. Summary of the invention

[0004] The purpose of the present invention is to solve the defects in the prior art and provide a wind turbine pile foundation leveling device and a leveling method, which can improve the horizontal and vertical bearing capacity of the wind turbine pile foundation and realize the leveling of the wind turbine pile foundation.

[0005] To achieve the above-mentioned object, the present invention provides a wind power pile foundation leveling device, comprising a plurality of telescopic anchors arranged around the wind power pile foundation;

[0006] The telescopic anchor is used to support and level the wind turbine pile foundation, and includes a telescopic component and an anchor head. The telescopic component is used to adjust the length of the telescopic anchor, one end of which is connected to the wind turbine pile foundation, and the other end is connected to the anchor head. The anchor head is used to be fixedly connected to the ground.

[0007] The present invention arranges a plurality of telescopic anchors around the wind turbine pile foundation, wherein the telescopic anchors include a telescopic assembly and an anchor head, wherein the telescopic assembly is connected to the anchor head, wherein the anchor head is obliquely inserted into the ground, and the telescopic assembly is connected to the wind turbine pile foundation. The telescopic anchors can improve the horizontal bearing capacity and the vertical bearing capacity of the wind turbine pile foundation, can support the wind turbine pile foundation, and reduce the inclination of the wind turbine pile foundation.

[0008] When the inclination degree of the wind turbine pile foundation is small, the telescopic anchors arranged in the inclination direction of the wind turbine pile foundation support the wind turbine pile foundation, and the anchor heads arranged on the telescopic anchors away from the inclination direction of the wind turbine pile foundation are connected to the ground, pulling the wind turbine pile foundation to prevent it from further inclination, and leveling is performed through the reaction force provided by the ground soil to prevent the wind turbine pile foundation from becoming unstable.

[0009] When the wind turbine pile foundation is tilted to a large extent, the telescopic anchors set in the tilt direction of the wind turbine pile foundation are extended, and the telescopic anchors away from the tilt direction of the wind turbine pile foundation are shortened, and the wind turbine pile foundation is adjusted to be perpendicular to the ground, thereby increasing the stability of the wind turbine pile foundation, and the moving direction of the wind turbine pile foundation can be freely adjusted by freely selecting the position and angle of the additional telescopic anchors. After the leveling is completed, the wind turbine pile foundation can be fixedly connected to the ground with the help of concrete, and the anchor head can be fixedly connected to the ground, thereby re-establishing the fixed connection between the wind turbine pile foundation and the ground.

[0010] Optionally, the anchor head is a retractable umbrella-type anchor head, which comprises a first hoop, a first connecting rod, a second connecting rod and a second hoop connected in sequence, and the first hoop and the second hoop are both fixedly arranged on the telescopic assembly;

[0011] There are multiple first connecting rods, and the multiple first connecting rods are all slidably connected to the first hoop. There are multiple second connecting rods, each of the first connecting rods is rotatably connected to its corresponding second connecting rod, and the multiple second connecting rods are all slidably connected to the second hoop.

[0012] When the anchor head is inserted into the ground, the first connecting rod slides to the upper part of the first hoop, and the second connecting rod slides to the upper part of the second hoop, so that the anchor head is retracted as much as possible to reduce the installation resistance of the anchor head.

[0013] When the wind turbine pile foundation tilts, the telescopic assembly moves in the tilting direction of the wind turbine pile foundation. Under the action of the ground soil and the telescopic assembly, the anchor head set on the telescopic anchor away from the tilting direction of the wind turbine pile foundation opens, so that the friction between the anchor head and the ground soil increases, the pull-out resistance of the wind turbine pile foundation is improved, and the wind turbine pile foundation is prevented from continuing to tilt. The first connecting rod is connected to the middle of the second connecting rod, that is, when the anchor head opens, the outermost end of the second connecting rod exceeds the outermost end of the first connecting rod, which can further increase the friction between the ground soil and the anchor head.

[0014] Optionally, a first sliding groove is provided on the first hoop, and a first sliding block matching the first sliding groove is correspondingly provided on the first connecting rod.

[0015] When the anchor head is inserted into the ground, the first connecting rod slides to the upper part of the first sliding groove, so that the anchor head shrinks to the minimum and reduces the installation resistance of the anchor head; when the wind turbine pile foundation tilts, the first connecting rod on the anchor head away from the tilt direction of the wind turbine pile foundation gradually slides to the lower part of the first sliding groove, so that the anchor head opens to the maximum, and the friction between the anchor head and the ground soil increases.

[0016] Optionally, a second sliding groove is provided on the second hoop, and a second sliding block matching the second sliding groove is correspondingly provided on the second connecting rod.

[0017] When the anchor head is inserted into the ground, the second connecting rod slides to the lower part of the second sliding groove, reducing the installation resistance of the anchor head; when the wind turbine pile foundation tilts, the second connecting rod on the anchor head away from the tilt direction of the wind turbine pile foundation gradually slides to the upper part of the second sliding groove, so that the anchor head opens to the maximum, and the friction between the anchor head and the ground soil increases.

[0018] Optionally, the anchor head further comprises a conical seat arranged at an end of the telescopic assembly away from the pile foundation, so as to facilitate the insertion of the anchor head into the soil.

[0019] Optionally, the telescopic assembly includes a first support rod, a sleeve, and a second support rod connected in sequence;

[0020] The first support rod is movably sleeved outside the sleeve, the sleeve is threadedly connected to the second support rod, and the anchor head is arranged on the second support rod.

[0021] The first hoop and the second hoop are arranged on the second support rod, the first support rod is movably sleeved outside the sleeve, and the sleeve is threadedly connected to the second support rod. The first support rod and the second support rod are both fixed, and the first sleeve is rotated, so that the distance between the first support rod and the first sleeve remains unchanged, and the distance between the first sleeve and the second support rod changes, thereby adjusting the distance between the first support rod and the second support rod, changing the length of the telescopic assembly, and realizing the length adjustment of the telescopic anchor, and the telescopic assembly is detachable and easy to recycle.

[0022] A certain margin is ensured when the first sleeve and the second support rod are threadedly connected, so as to provide for secondary leveling in case the wind power pile foundation is tilted in the later stage.

[0023] Optionally, a groove is provided on the inner wall of the first support rod, and a protrusion is provided at a corresponding position of the sleeve, and the protrusion slides in the groove.

[0024] The first support rod is adjacent to an opening at one end of the sleeve, and the opening of the first support rod is movably sleeved on the sleeve. An annular groove is provided on the inner wall of the opening of the first support rod, and a protrusion is provided at a corresponding position of the sleeve, and the protrusion slides in the groove.

[0025] Optionally, the telescopic assembly is welded to the pile foundation.

[0026] Optionally, a plurality of the telescopic anchors are evenly arranged around the wind turbine pile foundation.

[0027] The present invention also provides a wind power pile foundation leveling method, comprising the following steps:

[0028] S1. Arrange a number of telescopic anchors around the wind power pile foundation, wherein the telescopic anchors include a telescopic assembly and an anchor head, and the telescopic assembly and the anchor head are connected;

[0029] S2, the anchor head is inserted into the ground obliquely, and the telescopic assembly is connected to the wind power pile foundation;

[0030] S3. When the inclination of the wind turbine pile foundation is small, the telescopic anchors arranged in the inclination direction of the wind turbine pile foundation support the wind turbine pile foundation, and the anchor heads arranged on the telescopic anchors away from the inclination direction of the wind turbine pile foundation are connected to the ground to prevent the wind turbine pile foundation from further inclination;

[0031] When the wind turbine pile foundation is tilted to a large extent, the telescopic anchors arranged in the tilting direction of the wind turbine pile foundation are extended, and the telescopic anchors away from the tilting direction of the wind turbine pile foundation are shortened, so as to adjust the wind turbine pile foundation to be perpendicular to the ground.

[0032] Optionally, the anchor head is a retractable umbrella-type anchor head, and when the inclination degree of the wind turbine pile foundation is small, the anchor head arranged on the telescopic anchor piece away from the inclination direction of the wind turbine pile foundation opens to prevent the wind turbine pile foundation from further inclination.

[0033] Beneficial effects:

[0034] 1. The present invention arranges a plurality of telescopic anchors around the wind turbine pile foundation, wherein the telescopic anchors include a telescopic assembly and an anchor head, wherein the telescopic assembly is connected to the anchor head, wherein the anchor head is obliquely inserted into the ground, and the telescopic assembly is connected to the wind turbine pile foundation. The telescopic anchors can improve the horizontal bearing capacity and vertical bearing capacity of the wind turbine pile foundation, support the wind turbine pile foundation, and reduce the inclination of the wind turbine pile foundation.

[0035] When the inclination degree of the wind turbine pile foundation is small, the telescopic anchors arranged in the inclination direction of the wind turbine pile foundation support the wind turbine pile foundation, and the anchor heads arranged on the telescopic anchors away from the inclination direction of the wind turbine pile foundation are connected to the ground, pulling the wind turbine pile foundation to prevent it from further inclination, and leveling is performed through the reaction force provided by the ground soil to prevent the wind turbine pile foundation from becoming unstable.

[0036] When the wind turbine pile foundation is tilted to a large extent, the telescopic anchors set in the tilt direction of the wind turbine pile foundation are extended, and the telescopic anchors away from the tilt direction of the wind turbine pile foundation are shortened, and the wind turbine pile foundation is adjusted to be perpendicular to the ground, thereby increasing the stability of the wind turbine pile foundation, and the moving direction of the wind turbine pile foundation can be freely adjusted by freely selecting the position and angle of the additional telescopic anchors. After the leveling is completed, the wind turbine pile foundation can be fixedly connected to the ground with the help of concrete, and the anchor head can be fixedly connected to the ground, thereby re-establishing the fixed connection between the wind turbine pile foundation and the ground.

[0037] 2. The anchor head of the present invention is a retractable umbrella-type anchor head, which comprises a first hoop, a first connecting rod, a second connecting rod and a second hoop connected in sequence, and the first hoop and the second hoop are both fixedly arranged on the telescopic assembly;

[0038] There are multiple first connecting rods, and the multiple first connecting rods are all slidably connected to the first hoop. There are multiple second connecting rods, each of the first connecting rods is rotatably connected to its corresponding second connecting rod, and the multiple second connecting rods are all slidably connected to the second hoop.

[0039] When the anchor head is inserted into the ground, the first connecting rod slides to the upper part of the first hoop, and the second connecting rod slides to the upper part of the second hoop, so that the anchor head is retracted as much as possible to reduce the installation resistance of the anchor head.

[0040] When the wind turbine pile foundation tilts, the telescopic assembly moves in the tilting direction of the wind turbine pile foundation. Under the action of the ground soil and the telescopic assembly, the anchor head set on the telescopic anchor away from the tilting direction of the wind turbine pile foundation opens, so that the friction between the anchor head and the ground soil increases, the pull-out resistance of the wind turbine pile foundation is improved, and the wind turbine pile foundation is prevented from continuing to tilt. The first connecting rod is connected to the middle of the second connecting rod, that is, when the anchor head opens, the outermost end of the second connecting rod exceeds the outermost end of the first connecting rod, which can further increase the friction between the ground soil and the anchor head. BRIEF DESCRIPTION OF THE DRAWINGS

[0041] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on the structures shown in these drawings without paying creative work.

[0042] Figure 1 It is a structural diagram of the wind power pile foundation leveling device disclosed in the present invention;

[0043] Figure 2 The present invention discloses a front view of a telescopic assembly and an anchor head in the wind power pile foundation leveling device.

[0044] Reference numerals:

[0045]

[0046]

[0047] The realization of the purpose, functional features and advantages of the present invention will be further explained in conjunction with the implementation methods and with reference to the accompanying drawings. DETAILED DESCRIPTION

[0048] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0049] In the description of the present invention, unless otherwise clearly defined, terms such as setting, installing, connecting, etc. should be understood in a broad sense, and technicians in the relevant technical field can reasonably determine the specific meanings of the above terms in the present invention in combination with the specific content of the technical solution.

[0050] In the description of the present invention, the description with reference to the terms "one embodiment", "some embodiments", "illustrative embodiments", "examples", "specific examples" or "some examples" etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the present invention. In this specification, the schematic representations of the above terms do not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described may be combined in any one or more embodiments or examples in a suitable manner.

[0051] Embodiment 1:

[0052] See also Figure 1 and 2 , a wind power pile foundation leveling device according to an embodiment of the present invention comprises a plurality of telescopic anchors 2 arranged around a wind power pile foundation 1;

[0053] The telescopic anchor 2 is used to support and level the wind turbine pile foundation 1, and includes a telescopic component 21 and an anchor head 22. The telescopic component 21 is used to adjust the length of the telescopic anchor 2, one end of which is connected to the wind turbine pile foundation 1, and the other end is connected to the anchor head 22. The anchor head 22 is used to be fixedly connected to the ground.

[0054] Specifically, the present invention arranges a plurality of telescopic anchors 2 around the wind turbine pile foundation 1, the telescopic anchors 2 comprising a telescopic assembly 21 and an anchor head 22, the telescopic assembly 21 and the anchor head 22 are connected, the anchor head 22 is obliquely inserted into the ground, the telescopic assembly 21 is connected to the wind turbine pile foundation 1, and the telescopic anchors 2 can improve the horizontal bearing capacity and vertical bearing capacity of the wind turbine pile foundation 1, support the wind turbine pile foundation 1, and reduce the inclination of the wind turbine pile foundation 1. In this embodiment, the anchor head 22 is inserted into the ground at an inclination of 45°.

[0055] When the inclination degree of the wind turbine pile foundation 1 is small, the telescopic anchor 2 arranged in the inclination direction of the wind turbine pile foundation 1 supports the wind turbine pile foundation 1, and the anchor head 22 arranged on the telescopic anchor 2 away from the inclination direction of the wind turbine pile foundation 1 is connected to the ground, pulling the wind turbine pile foundation 1 to prevent it from further inclination, and leveling it through the reaction force provided by the ground soil to prevent the wind turbine pile foundation 1 from becoming unstable.

[0056] When the wind turbine pile foundation 1 is tilted to a large extent, the telescopic anchor 2 set in the tilt direction of the wind turbine pile foundation 1 is extended, and the telescopic anchor 2 away from the tilt direction of the wind turbine pile foundation 1 is shortened, and the wind turbine pile foundation 1 is adjusted to be perpendicular to the ground, thereby increasing the stability of the wind turbine pile foundation 1, and the moving direction of the wind turbine pile foundation 1 can be freely adjusted by freely selecting the position and angle of the additional telescopic anchor 2. After the leveling is completed, the wind turbine pile foundation 1 can be fixedly connected to the ground with the help of concrete, and the anchor head 22 can be fixedly connected to the ground, thereby re-establishing the fixed connection between the wind turbine pile foundation 1 and the ground.

[0057] See also Figure 2 In some embodiments of the present invention, the anchor head 22 is a retractable umbrella-type anchor head, which includes a first hoop 221, a first connecting rod 223, a second connecting rod 226 and a second hoop 224 connected in sequence, and the first hoop 221 and the second hoop 224 are both fixedly arranged on the telescopic assembly 21;

[0058] There are multiple first connecting rods 223, and the multiple first connecting rods 223 are all slidably connected to the first hoop 221. There are multiple second connecting rods 226, and each first connecting rod 223 is rotatably connected to its corresponding second connecting rod 226. The multiple second connecting rods 226 are all slidably connected to the second hoop 224.

[0059] When the anchor head 22 is inserted into the ground, the first connecting rod 223 slides to the upper part of the first hoop 221 , and the second connecting rod 226 slides to the upper part of the second hoop 224 , so that the anchor head 22 is retracted as much as possible to reduce the installation resistance of the anchor head 22 .

[0060] When the wind turbine pile foundation 1 tilts, the telescopic assembly 21 moves in the tilting direction of the wind turbine pile foundation 1. Under the action of the ground soil and the telescopic assembly 21, the anchor head 22 set on the telescopic anchor 2 away from the tilting direction of the wind turbine pile foundation 1 opens, so that the friction between the anchor head 22 and the ground soil increases, the pull-out resistance of the wind turbine pile foundation is improved, and the wind turbine pile foundation 1 is prevented from continuing to tilt. And the first connecting rod 223 is connected to the middle of the second connecting rod 226, that is, when the anchor head 22 opens, the outermost end of the second connecting rod 226 exceeds the outermost end of the first connecting rod 223, which can further increase the friction between the ground soil and the anchor head 22.

[0061] In this embodiment, eight groups of first connecting rods 223 and second connecting rods 226 are provided, and the contracted state is maintained during the process of piling and installing the anchor head 22. The number of first connecting rods 223 and second connecting rods 226 can be adjusted according to demand.

[0062] See also Figure 2 In some embodiments of the present invention, a first sliding groove 222 is provided on the first hoop 221 , and a first sliding block matching the first sliding groove 222 is correspondingly provided on the first connecting rod 223 .

[0063] When the anchor head 22 is inserted into the ground, the first connecting rod 223 slides to the upper part of the first sliding groove 222, so that the anchor head 22 shrinks to the minimum, reducing the installation resistance of the anchor head 22; when the wind turbine pile foundation 1 tilts, the first connecting rod 223 on the anchor head 22 away from the tilt direction of the wind turbine pile foundation 1 gradually slides to the lower part of the first sliding groove 222, so that the anchor head 22 opens to the maximum, and the friction between the anchor head 22 and the ground soil increases.

[0064] In this embodiment, the number of the first sliding grooves 222 corresponds to the first connecting rods 223 , and eight groups are provided. The number of the first sliding grooves 222 can be adjusted according to demand.

[0065] See also Figure 2 In some embodiments of the present invention, a second sliding groove 225 is provided on the second hoop 224 , and a second sliding block matching the second sliding groove 225 is correspondingly provided on the second connecting rod 226 .

[0066] When the anchor head 22 is inserted into the ground, the second connecting rod 226 slides to the lower part of the second sliding groove 225, reducing the installation resistance of the anchor head 22; when the wind turbine pile foundation 1 tilts, the second connecting rod 226 on the anchor head 22 away from the tilt direction of the wind turbine pile foundation 1 gradually slides to the upper part of the second sliding groove 225, so that the anchor head 22 opens to the maximum, and the friction between the anchor head 22 and the ground soil increases.

[0067] In this embodiment, the number of the second sliding grooves 225 corresponds to the second connecting rods 226 , and eight groups are provided. The number of the second connecting rods 226 can be adjusted according to demand.

[0068] See also Figure 2 In some embodiments of the present invention, the anchor head 22 further comprises a conical seat 227 disposed at one end of the telescopic assembly 21 away from the pile foundation, so as to facilitate the insertion of the anchor head 22 into the soil.

[0069] See also Figure 2 , in some embodiments of the present invention, the telescopic assembly 21 includes a first support rod 211, a sleeve 212, and a second support rod 213 connected in sequence;

[0070] The first support rod 211 is movably sleeved outside the sleeve 212 , the sleeve 212 is threadedly connected to the second support rod 213 , and the anchor head 22 is disposed on the second support rod 213 .

[0071] The first hoop 221 and the second hoop 224 are arranged on the second support rod 213, and the first support rod 211 is movably sleeved outside the sleeve 212, and the sleeve 212 is threadedly connected with the second support rod 213. The first support rod 211 and the second support rod 213 are both fixed, and the first sleeve 212 is rotated, so that the distance between the first support rod 211 and the first sleeve 212 remains unchanged, and the distance between the first sleeve 212 and the second support rod 213 changes, thereby adjusting the distance between the first support rod 211 and the second support rod 213, changing the length of the telescopic assembly 21, and realizing the length adjustment of the telescopic anchor 2, and the telescopic assembly 21 is detachable and easy to recycle.

[0072] A certain margin is ensured when the first sleeve 212 and the second support rod 213 are threadedly connected, so as to provide for secondary leveling when the wind power pile foundation 1 tilts in the later stage.

[0073] See also Figure 1 In some embodiments of the present invention, a groove is provided on the inner wall of the first support rod 211, and a protrusion is provided at a corresponding position of the sleeve 212, and the protrusion slides in the groove.

[0074] The first support rod 211 is opened at one end adjacent to the sleeve 212, and the opening of the first support rod 211 is movably sleeved on the sleeve 212. An annular groove is provided on the inner wall of the opening of the first support rod 211, and a protrusion is provided at a corresponding position of the sleeve 212, and the protrusion slides in the groove.

[0075] See also Figure 1 In some embodiments of the present invention, the telescopic assembly 21 is welded to the pile foundation.

[0076] Because the inclination angle of the wind turbine pile foundation 1 is generally within 2° under extreme conditions, the telescopic anchor 2 has little influence on the welding effect between the telescopic assembly 21 and the pile foundation when leveling the wind turbine pile foundation 1 .

[0077] See also Figure 1 In some embodiments of the present invention, a plurality of the telescopic anchors 2 are evenly arranged around the wind power pile foundation 1 .

[0078] In this embodiment, a total of four groups of telescopic anchors 2 are provided, which are evenly distributed in four directions of the wind power pile foundation 1. The number of telescopic anchors 2 can be adjusted according to demand.

[0079] Embodiment 2:

[0080] See also Figure 1 and 2 According to an embodiment of the present invention, a wind power pile foundation leveling method comprises the following steps:

[0081] S1. A plurality of telescopic anchors 2 are arranged around the wind power pile foundation 1. The telescopic anchors 2 include a telescopic component 21 and an anchor head 22. The telescopic component 21 and the anchor head 22 are connected;

[0082] S2, the anchor head 22 is inserted into the ground obliquely, and the telescopic component 21 is connected to the wind power pile foundation 1;

[0083] S3, when the inclination degree of the wind turbine pile foundation 1 is small, the telescopic anchor 2 arranged in the inclination direction of the wind turbine pile foundation 1 supports the wind turbine pile foundation 1, and the anchor head 22 arranged on the telescopic anchor 2 away from the inclination direction of the wind turbine pile foundation 1 is connected to the ground to prevent the wind turbine pile foundation 1 from further inclination;

[0084] When the wind turbine pile foundation 1 is tilted to a large extent, the telescopic anchor 2 arranged in the tilting direction of the wind turbine pile foundation 1 is extended, and the telescopic anchor 2 away from the tilting direction of the wind turbine pile foundation 1 is shortened, so as to adjust the wind turbine pile foundation 1 to be perpendicular to the ground.

[0085] See also Figure 2 In some embodiments of the present invention, the anchor head 22 is a retractable umbrella-type anchor head. When the wind turbine pile foundation 1 is tilted to a small extent, the anchor head 22 arranged on the telescopic anchor 2 away from the tilt direction of the wind turbine pile foundation 1 opens to prevent the wind turbine pile foundation 1 from continuing to tilt.

[0086] According to the offshore wind farm engineering wind turbine foundation design specification NB / T 10105-2018, when the inclination angle of the wind turbine pile foundation 1 is within 0.5°, the telescopic anchor 2 arranged in the inclination direction of the wind turbine pile foundation 1 supports the wind turbine pile foundation 1, and the anchor head 22 arranged on the telescopic anchor 2 away from the inclination direction of the wind turbine pile foundation 1 opens to prevent the wind turbine pile foundation 1 from further tilting;

[0087] When the inclination angle of the wind turbine pile foundation 1 exceeds 0.5°, the telescopic anchor 2 arranged in the inclination direction of the wind turbine pile foundation 1 is extended, and the telescopic anchor 2 away from the inclination direction of the wind turbine pile foundation 1 is shortened, so as to adjust the wind turbine pile foundation 1 to be perpendicular to the ground.

[0088] The above are only preferred embodiments of the present invention, and are not intended to limit the patent scope of the present invention. All equivalent structural changes made using the contents of the present invention's specification and drawings under the inventive concept of the present invention, or directly / indirectly applied in other related technical fields, are included in the patent protection scope of the present invention.

Claims

1. A wind power pile foundation leveling device, characterized in that: It comprises a plurality of telescopic anchors (2) arranged around a wind power pile foundation (1); The telescopic anchor (2) is used to support and level a wind turbine pile foundation (1), and comprises a telescopic component (21) and an anchor head (22). The telescopic component (21) is used to adjust the length of the telescopic anchor (2), one end of which is connected to the wind turbine pile foundation (1), and the other end of which is connected to the anchor head (22). The anchor head (22) is used to be fixedly connected to the ground.

2. The wind power pile foundation leveling device according to claim 1, characterized in that: The anchor head (22) is a retractable umbrella-type anchor head, comprising a first hoop (221), a first connecting rod (223), a second connecting rod (226) and a second hoop (224) which are connected in sequence, and the first hoop (221) and the second hoop (224) are both fixedly arranged on the telescopic assembly (21); There are multiple first connecting rods (223), and the multiple first connecting rods (223) are all slidably connected to the first hoop (221). There are multiple second connecting rods (226), and each of the first connecting rods (223) is rotatably connected to its corresponding second connecting rod (226). The multiple second connecting rods (226) are all slidably connected to the second hoop (224).

3. The wind power pile foundation leveling device according to claim 2, characterized in that: The first hoop (221) is provided with a first sliding groove (222), and the first connecting rod (223) is correspondingly provided with a first sliding block matching the first sliding groove (222).

4. The wind power pile foundation leveling device according to claim 2, characterized in that: The second hoop ring (224) is provided with a second sliding groove (225), and the second connecting rod (226) is correspondingly provided with a second sliding block matching the second sliding groove (225).

5. The wind power pile foundation leveling device according to claim 1, characterized in that: The anchor head (22) further comprises a conical seat (227) arranged at an end of the telescopic assembly (21) away from the wind power pile foundation (1).

6. The wind power pile foundation leveling device according to any one of claims 1 to 5, characterized in that: The telescopic assembly (21) comprises a first support rod (211), a sleeve (212) and a second support rod (213) which are connected in sequence; The first support rod (211) is movably sleeved outside the sleeve (212), the sleeve (212) is threadedly connected to the second support rod (213), and the anchor head (22) is arranged on the second support rod (213).

7. The wind power pile foundation leveling device according to claim 6, characterized in that: A groove is provided on the inner wall of the first support rod (211), and a protrusion is provided at a corresponding position of the sleeve (212), and the protrusion slides in the groove.

8. The wind power pile foundation leveling device according to any one of claims 1 to 5, characterized in that: The telescopic assembly (21) is welded to the pile foundation.

9. A wind power pile foundation leveling method, characterized in that: The steps include: S1. A plurality of telescopic anchors (2) are arranged around a wind power pile foundation (1), wherein the telescopic anchors (2) comprise a telescopic component (21) and an anchor head (22), and the telescopic component (21) and the anchor head (22) are connected; S2, the anchor head (22) is inserted obliquely into the ground, and the telescopic assembly (21) is connected to the wind power pile foundation (1); S3. When the tilting degree of the wind turbine pile foundation (1) is small, the telescopic anchor (2) arranged in the tilting direction of the wind turbine pile foundation (1) supports the wind turbine pile foundation (1), and the anchor head (22) arranged on the telescopic anchor (2) away from the tilting direction of the wind turbine pile foundation (1) is connected to the ground to prevent the wind turbine pile foundation (1) from further tilting; When the wind turbine pile foundation (1) is tilted to a large extent, the telescopic anchor (2) arranged in the tilting direction of the wind turbine pile foundation (1) is extended, and the telescopic anchor (2) away from the tilting direction of the wind turbine pile foundation (1) is shortened, so that the wind turbine pile foundation (1) is adjusted to be perpendicular to the ground.

10. The wind power pile foundation leveling method according to claim 9, characterized in that: The anchor head (22) is a retractable umbrella-type anchor head. When the wind turbine pile foundation (1) is tilted to a small degree, the anchor head (22) provided on the telescopic anchor piece (2) away from the tilt direction of the wind turbine pile foundation (1) is opened to prevent the wind turbine pile foundation (1) from further tilting.

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