Photovoltaic support ground anchor pile clamp in construction stage and use method of photovoltaic support ground anchor pile clamp

Abstract

The invention provides a construction stage photovoltaic support ground anchor pile clamp and a using method thereof.The construction stage photovoltaic support ground anchor pile clamp comprises a leveling base module, a three-dimensional adjusting module and a clamping module, the leveling base module is used for establishing a horizontal working face on a fluctuating terrain, the three-dimensional adjusting module is installed on the leveling base module, and the clamping module is installed on the three-dimensional adjusting module; the three-dimensional adjusting module is used for positioning the clamping module, the clamping module is used for clamping the ground anchor pile, the leveling base module is arranged, a reliable horizontal working face is established on the rugged topography, the perpendicularity of the ground anchor pile is ensured, and the assembly error caused by inclination of the ground anchor pile is avoided; the distance and elevation of the ground anchor piles are accurately adjusted, the ground anchor piles do not need to be repeatedly disassembled and assembled, and the construction efficiency is improved.

Description

Technical Field

[0001] This invention relates to the field of construction equipment technology for centralized photovoltaic power plants, and in particular to a photovoltaic support anchor pile clamp and its usage method during the construction phase. Background Technology

[0002] In recent years, with the rapid construction of large-scale centralized photovoltaic power stations in my country, a large number of mountain photovoltaic projects (such as Muli Chabulang and Yajiang Kela) have been built in Yunnan, Guizhou, Sichuan, Tibet and other regions. These projects are generally located in mountainous areas with large topographic relief and complex construction conditions. In order to balance wind resistance and construction costs, these power stations mostly adopt fixed photovoltaic brackets.

[0003] To ensure the pull-out resistance of the support columns, concrete-cast ground anchor piles are typically used as the foundation in engineering projects. For example, the ground anchor pile structure of the Muli project is a combination of "steel sleeve + steel cage". This foundation scheme has high bearing capacity, good stability and durability. However, during on-site construction, since the pile hole is larger than the diameter of the steel sleeve and steel cage, clamps are needed to position and control the verticality of the steel sleeve inside the pile hole to ensure that the steel sleeve and steel cage are fixed in the center of the pile hole before concrete pouring and vibration are completed.

[0004] For flat terrain, simple clamps are commonly used. These clamps are formed by welding two steel bars and two semi-circular clamps together. After the semi-circular clamps cover the steel casing, the two steel bars are tightened, and the ground anchor pile is placed into the pile hole. The two steel bars provide support on the ground to prevent tilting or falling. The pile spacing is adjusted manually by moving the clamps after pulling a line on site. The elevation is adjusted by changing the clamping position of the clamps on the steel casing.

[0005] However, the following problems will be encountered in mountainous areas: (1) The undulating terrain causes the angle between the steel reinforcement support and the ground to be unstable, the clamp is easy to tilt, the verticality of the ground anchor pile is difficult to guarantee, and assembly errors are easy to occur; (2) The spacing depends on manual horizontal translation, and the control error is large; (3) The elevation needs to be repeatedly removed and re-clamped after the ground anchor pile, which has low adjustment efficiency and insufficient accuracy. Summary of the Invention

[0006] The purpose of this invention is to overcome the shortcomings of the prior art and provide a photovoltaic support anchor pile clamp for the construction stage, which can solve the problems of difficulty in ensuring the verticality of photovoltaic anchor piles in mountainous areas, poor spacing and elevation accuracy, and low adjustment efficiency.

[0007] Therefore, the present invention adopts the following technical solution: A photovoltaic support anchor pile clamp for the construction phase includes a leveling base module, a three-dimensional adjustment module, and a clamping module. The leveling base module is used to establish a horizontal working surface on undulating terrain. The three-dimensional adjustment module is installed on the leveling base module, and the clamping module is installed on the three-dimensional adjustment module. The three-dimensional adjustment module is used to position the clamping module, and the clamping module is used to clamp the anchor pile.

[0008] Based on the above technical solutions, the present invention may also employ the following further technical solutions, or combine these further technical solutions: The leveling base module includes a support base, leveling feet, and a leveling indicator structure. The support base has adjustable leveling feet connected to its support points, and the leveling indicator structure is mounted on the surface of the support base.

[0009] The support base is a triangular frame structure, the leveling leg is a leveling screw, and the support base and the leveling leg are threadedly connected.

[0010] The three-dimensional adjustment module includes a first adjustment component, a second adjustment component, and a third adjustment component. The first adjustment component includes a first support frame, a first adjustment screw, and a first clutch structure. The first support frame is parallel to one side of the support base. The first adjustment screw is rotatably connected to the first support frame. The first clutch structure is slidably connected to the first support frame and threadedly connected to the first adjustment screw. The second adjustment component includes a second support frame, a second adjustment screw, and a second clutch structure. The second support frame is fixedly connected to the first clutch structure. The second adjustment screw is rotatably connected to the second support frame. The second clutch structure is slidably connected to the second support frame and threadedly connected to the second adjustment screw. The third adjustment component includes a third support frame, a third adjustment screw, and a third clutch structure. The third support frame is fixedly connected to the second clutch structure. The third adjustment screw is rotatably connected to the third support frame. The third clutch structure is slidably connected to the third support frame and threadedly connected to the third adjustment screw. The first clutch structure, the second clutch structure, and the third clutch structure are each composed of the same structure.

[0011] The support base is a triangular frame structure consisting of two support rods and a first support frame. The first support frame consists of two first support plates and two first bearings. The first adjusting screw is threadedly connected to the first bearing, and a first adjusting knob is fixed to one end of the first adjusting screw. The second support frame consists of two second support plates and two second bearings. The second adjusting screw is threadedly connected to the second bearing, and a second adjusting knob is fixed to one end of the second adjusting screw. The third support frame consists of two third support plates and two third bearings. The third adjusting screw is threadedly connected to the third bearing, and a third adjusting knob is fixed to one end of the third adjusting screw.

[0012] The first clutch structure consists of a slider, a locking nut, a clutch rod, a spring, and a spring limiting rod. The slider is slidably connected to two first bearings. The slider has a clutch cavity, and the clutch rod is located in the clutch cavity. Two symmetrical locking nuts are slidably connected to the clutch rod. The two locking nuts are combined to form a clamping nut. The first adjusting screw is connected to the clamping nut. The spring is sleeved on the clutch rod and is located between the locking nut and the side wall of the clutch cavity. The clutch rod is fixed to one side of the locking nut, and one end of the clutch rod extends out of the outside of the slider.

[0013] The clamping module is fixed to the lower end of the third clutch structure. The clamping module includes a fixed frame, a clamping block, a clamping screw, a hand-tightening nut, and a thrust bearing. The fixed frame is fixedly connected to the lower surface of the third clutch structure. The clamping screw is threaded to the two opposite sides of the fixed frame. One end of the clamping screw is rotatably connected to the thrust bearing, and the other end of the clamping screw is fixedly connected to the hand-tightening nut. The thrust bearing is fixedly connected to the clamping block. The two clamping blocks are symmetrically arranged, and the clamping inner diameter of the clamping blocks matches the size of the ground anchor pile.

[0014] The support base is threadedly connected to the leveling support foot via a first nut fixed to its upper surface.

[0015] The fixing frame is threadedly connected to the clamping screw by a second nut fixed to its side.

[0016] This invention also provides a method for using a photovoltaic support anchor pile clamp during the construction phase, comprising the following steps: Step 1: Place the ground anchor pile into the pile hole, place the ground anchor pile clamp above the pile hole, and use the clamping module to clamp the ground anchor pile. Step 2: Open the first clutch structure to separate the first adjusting screw from the opening and closing nut. At this time, the slider can slide along the first support frame to initially adjust the position of the second adjusting component above it. Correspondingly, open the second clutch structure to initially adjust the position of the third adjusting component on one side. Open the third clutch structure to initially adjust the position of the clamping module below it, thereby adjusting the position of the ground anchor pile and initially positioning the ground anchor pile in the middle area of ​​the ground anchor pile clamp. The first clutch structure, the second clutch structure, and the third clutch structure will automatically close after use. Step 3: Rotate and adjust the support height of each leveling support leg, while observing the horizontal indicator structure, until the support base is adjusted to a horizontal state, ensuring the verticality of the ground anchor pile, and pull out the positioning line marked with the pile spacing. Step 4: Referring to the marks on the positioning line, rotate the first adjustment knob, the second adjustment knob, and the third adjustment knob as needed. When rotating the first adjustment knob, the first adjustment screw rotates, thereby driving the opening and closing nut to move the first clutch structure. The movement of the second clutch structure and the third clutch structure is the same, until the plane projection position of the ground anchor pile coincides with the mark on the positioning line. Adjust the second adjustment knob to adjust the height of the ground anchor pile to the elevation. Step 5: Check the spacing, elevation, and verticality of all ground anchor piles. Once they meet the requirements, pour concrete. After the concrete has solidified, open the clamping module and remove all ground anchor pile clamps.

[0017] Compared with the prior art, the present invention has the following advantages and beneficial effects: by setting a leveling base module, a reliable horizontal working surface is established on undulating terrain, ensuring the verticality of the ground anchor piles and avoiding assembly errors caused by the tilting of the ground anchor piles. Combined with the three-dimensional adjustment module and clamping module, the spacing and elevation of the ground anchor piles can be precisely adjusted without the need for repeated disassembly and assembly of the ground anchor piles, thus improving construction efficiency. Attached Figure Description

[0018] Figure 1 This is a schematic diagram of the overall structure of the present invention.

[0019] Figure 2 This is a side view of the present invention.

[0020] Figure 3 This is a schematic diagram of the flat base module structure of the present invention.

[0021] Figure 4 This is a front view of the first clutch structure of the present invention.

[0022] Figure 5 This is a schematic diagram of the first clutch structure of the present invention.

[0023] Figure 6 This is a schematic diagram of the structure of the second adjustment component of the present invention.

[0024] Figure 7 This is a schematic diagram of the clamping module of the present invention. Detailed Implementation

[0025] To enable those skilled in the art to better understand the technical solutions of the present invention, preferred embodiments of the present invention are described below in conjunction with specific examples. Examples of the embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals denote elements with the same or similar functions throughout. However, it should be understood that the drawings are for illustrative purposes only and should not be construed as limiting the present invention. To better illustrate this embodiment, some parts in the drawings may be omitted, enlarged, or reduced, and do not represent the actual product size. It is understandable for those skilled in the art that some well-known structures and their descriptions may be omitted in the drawings. The positional relationships described in the drawings are for illustrative purposes only and should not be construed as limiting the present invention.

[0026] The present invention will be further described below with reference to the accompanying drawings and embodiments, but this should not be construed as limiting the present invention.

[0027] The present invention provides a photovoltaic support anchor pile clamp for the construction stage, including a leveling base module 10, a three-dimensional adjustment module 11, and a clamping module 9. The leveling base module 10 is used to establish a horizontal working surface on undulating terrain. The three-dimensional adjustment module 11 is installed on the leveling base module 10, and the clamping module is installed on the three-dimensional adjustment module 11. The three-dimensional adjustment module 11 is used to position the clamping module, and the clamping module is used to clamp the anchor pile.

[0028] The leveling base module 10 includes a support base 1, leveling feet 2, and a leveling indicator structure 3. The support base 1 is connected to the support points of the leveling feet 2, which can be raised and lowered. The leveling indicator structure 3 is installed on the surface of the support base 1.

[0029] In this embodiment, the horizontal indicator structure 3 uses a movable horizontal bubble as a water level indicator. When the bubble is centered, it can be determined that the support base 1 is horizontal.

[0030] Support 1 is a triangular frame structure, and leveling foot 2 is a leveling screw. Support 1 and leveling foot 2 are threadedly connected.

[0031] Adjusting each leveling screw compensates for terrain changes, ensuring that support base 1 remains level.

[0032] The three-dimensional adjustment module 11 includes a first adjustment component 12, a second adjustment component 5, and a third adjustment component 7. The first adjustment component 12 includes a first support frame, a first adjustment screw 104, and a first clutch structure 4. The first support frame is parallel to one side of the support base 1. The first adjustment screw 104 is rotatably connected to the first support frame. The first clutch structure 4 is slidably connected to the first support frame and threadedly connected to the first adjustment screw 104. The second adjustment component 5 includes a second support frame, a second adjustment screw 502, and a second clutch structure 6. The second support frame is fixedly connected to the first clutch structure 4. The adjusting screw 502 is rotatably connected to the second support frame. The second clutch structure 6 is slidably connected to the second support frame and threadedly connected to the second adjusting screw 502. The third adjusting assembly 7 includes a third support frame, a third adjusting screw 701, and a third clutch structure 8. The third support frame is fixedly connected to the second clutch structure 6. The third adjusting screw 701 is rotatably connected to the third support frame. The third clutch structure 8 is slidably connected to the third support frame and threadedly connected to the third adjusting screw 701. The first clutch structure 4, the second clutch structure 6, and the third clutch structure 8 are each composed of the same structure.

[0033] The support base 1 is a triangular frame structure composed of two support rods 101 and a first support frame. The first support frame is composed of two first support plates 102 and two first bearings 106. The first adjusting screw 104 is threadedly connected to the first bearing 106. One end of the first adjusting screw 104 is fixed with a first adjusting knob 105. The second support frame is composed of two second support plates 501 and two second bearings 504. The second adjusting screw 502 is threadedly connected to the second bearing 504. One end of the second adjusting screw 502 is fixed with a second adjusting knob 503. The third support frame is composed of two third support plates 702 and two third bearings 703. The third adjusting screw 701 is threadedly connected to the third bearing 703. One end of the third adjusting screw 701 is fixed with a third adjusting knob 704.

[0034] In this embodiment, the two support rods 101 can be made of thin-walled square tubing with a cross-section of 30cm×30cm×3mm, and the two first support plates 102 can be made by cutting 2mm thick steel plates. The diameter of the concrete pile is 20cm, and the side length of the triangular frame is generally selected to be 40~50cm to ensure that the support base 1 can completely cover and accommodate the pile hole (200mm round hole). The second support plate 501 and the second adjusting screw 502 are both about 40cm long, which can meet the on-site elevation adjustment requirements. The third adjusting component 7 is about 30cm long, which can meet the on-site use requirements.

[0035] The first clutch structure 4 consists of a slider 401, a locking nut 402, a clutch rod 403, a spring 404, and a spring limiting rod 405. The slider 401 is slidably connected to two first bearings 106. The slider 401 has a clutch cavity, and the clutch rod 403 is provided in the clutch cavity. Two symmetrical locking nuts 402 are slidably connected to the clutch rod 403. The two locking nuts 402 are combined to form a clamping nut. The first adjusting screw 104 is connected to the clamping nut. The spring 404 is sleeved on the clutch rod 403. The spring 404 is located between the locking nut 402 and the side wall of the clutch cavity. The clutch rod 403 is fixed on one side of the locking nut 402. One end of the clutch rod 403 extends out of the outside of the slider 401.

[0036] The lower end of the third clutch structure 8 is fixed with a clamping module 9. The clamping module 9 includes a fixed frame 901, a clamping block 902, a clamping screw 903, a hand-tightening nut 904, and a thrust bearing 906. The fixed frame 901 is fixedly connected to the lower surface of the third clutch structure 8. The clamping screw 903 is threadedly connected to the two opposite sides of the fixed frame 901. One end of the clamping screw 903 is rotatably connected to the thrust bearing 906, and the other end of the clamping screw 903 is fixedly connected to the hand-tightening nut 904. The thrust bearing 906 is fixedly connected to the clamping block 902. The two clamping blocks 902 are symmetrically arranged, and the clamping inner diameter of the clamping block 902 matches the size of the ground anchor pile.

[0037] The thrust bearing 906 is used to ensure that the clamping screw 903 does not rotate, thus preventing the clamping block 902 from rotating.

[0038] The support base 1 is threadedly connected to the leveling leg 2 by a first nut 103 fixed to its upper surface.

[0039] In this embodiment, the nut 103 is selected from M12 to M20 specifications, the first adjusting screw 104 is selected from M12 to M16 specifications, the length of the leveling support 2 is generally selected to be about 20cm to meet the leveling requirements of complex terrains such as mountains, the frame 901 is an inverted U-shape, which is made of iron sheet processing and welding, and the clamping block 902 is semi-circular, with its inner diameter closely fitting the outer diameter of the steel pipe of the ground anchor pile.

[0040] The fixing frame 901 is threadedly connected to the clamping screw 903 by a second nut 905 fixed to its side.

[0041] In this embodiment, the first clutch structure 4, the second clutch structure 6, and the third clutch structure 8 in the three-dimensional adjustment module 11 have two modes: quick disengagement and fine locking, thereby realizing rapid pre-adjustment and fine fine-tuning of the ground anchor bolt. Taking the first clutch structure 4 as an example, when the clutch rod 403 is manually pulled to both sides, the spring 404 is compressed, the opening and closing nut 402 is separated from the first adjusting screw 104, and the slider 401 can slide back and forth quickly along the two first bearings 106. At this time, the first clutch structure 4 is in the disengagement mode. In this mode, the position of the ground anchor bolt can be quickly adjusted initially. When the clutch rod 403 is released, the spring 404 returns to its original position, and the opening and closing nut 402 is threadedly connected to the first adjusting screw 104. At this time, the first clutch structure 4 is in the fine locking mode. Rotating the first adjusting knob 105 causes the first adjusting screw 104 to rotate, thereby driving the opening and closing nut 402 to move the first clutch structure 4, thus enabling fine adjustment of the position of the ground anchor bolt.

[0042] In this embodiment, the fixed connection can be achieved by welding.

[0043] The present invention provides a method for using a photovoltaic support ground anchor pile clamp during the construction phase, comprising the following steps: Step 1: Place the ground anchor pile into the pile hole, place the ground anchor pile clamp above the pile hole, and use the clamping module 9 to clamp the ground anchor pile. Step 2: Open the first clutch structure 4 to separate the first adjusting screw 104 from the opening and closing nut. At this time, the slider 401 can slide along the first support frame to initially adjust the position of the second adjusting component 5 above it. Correspondingly, open the second clutch structure 6 to initially adjust the position of the third adjusting component 7 on one side, and open the third clutch structure 8 to initially adjust the position of the clamping module 9 below it, thereby adjusting the position of the ground anchor pile and initially positioning the ground anchor pile in the middle area of ​​the ground anchor pile clamp. The first clutch structure 4, the second clutch structure 6, and the third clutch structure will automatically close after use. Step 3: Rotate and adjust the support height of each leveling support 2, while observing the horizontal indicator structure 3, until the support base 1 is adjusted to a horizontal state, ensuring the verticality of the ground anchor pile, and pull out the positioning line marked with the pile spacing. Step 4: Referring to the marks on the positioning line, rotate the first adjustment knob 105, the second adjustment knob 503, and the third adjustment knob 704 as needed. When rotating the first adjustment knob 105, the first adjustment screw 104 rotates, thereby driving the opening and closing nut 402 to move the first clutch structure 4. The movement of the second clutch structure 6 and the third clutch structure is the same, until the plane projection position of the ground anchor pile coincides with the mark on the positioning line. Adjust the second adjustment knob 503 to adjust the height of the ground anchor pile to the elevation. Step 5: Check the spacing, elevation, and verticality of all ground anchor piles. After they meet the requirements, pour concrete. After the concrete has solidified, open clamping module 9 and remove all ground anchor pile clamps.

[0044] Based on the description and accompanying drawings of this invention, those skilled in the art can easily manufacture or use the photovoltaic support ground anchor clamp and its usage method during the construction phase of this invention, and can achieve the positive effects described in this invention.

[0045] It should be noted that the terms "comprising" and "having," and any variations thereof, in the specification, claims, and accompanying drawings of this invention are intended to cover non-exclusive inclusion. The terms "installed," "set," "equipped with," "connected," "linked," and "sleeve" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral construction; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium, or an internal connection between two mechanisms, elements, or components. Those skilled in the art can understand the specific meaning of the above terms in this invention according to the specific circumstances.

[0046] In the description of this invention, it should be understood that the terms "one end," "the other end," "outer side," "inner side," "horizontal," "end," "length," "outer end," "left," and "right," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used only for the convenience of describing this invention and for simplifying the description, and do not indicate or imply that the mechanism or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this invention. The terms "first" and "second" are also used only for the sake of brevity in description and do not indicate or imply relative importance.

[0047] Furthermore, in practicing the claims of this invention, those skilled in the art can understand and influence variations to the disclosed embodiments through a study of the drawings, the disclosure, and the appended claims. Additionally, in the claims and description, words such as "comprising" and "containing" do not exclude other elements or steps, and non-plural nouns do not exclude their plural forms.

[0048] The above description is merely a preferred embodiment of the present invention and is not intended to limit the scope of the present invention. All equivalent changes and modifications made in accordance with the present invention are covered by the scope of the claims of the present invention, and will not be listed here.

Claims

1. A ground anchor pile clamp for photovoltaic support during the construction phase, characterized in that, The system includes a leveling base module (10), a three-dimensional adjustment module (11), and a clamping module (9). The leveling base module (10) is used to establish a horizontal working surface on undulating terrain. The three-dimensional adjustment module (11) is installed on the leveling base module (10). The clamping module is installed on the three-dimensional adjustment module (11). The three-dimensional adjustment module (11) is used to position the clamping module (9). The clamping module (9) is used to clamp the ground anchor pile.

2. The photovoltaic support anchor pile clamp as described in claim 1, characterized in that, The leveling base module (10) includes a support base (1), leveling feet (2), and a leveling indicator structure (3). The support base (1) is connected to the leveling feet (2) which can be raised and lowered, and the leveling indicator structure (3) is installed on the surface of the support base (1).

3. The photovoltaic support anchor pile clamp as described in claim 2, characterized in that, The support base (1) is a triangular frame structure, the leveling foot (2) is a leveling screw, and the support base (1) and the leveling foot (2) are threadedly connected.

4. The photovoltaic support anchor pile clamp as described in claim 2, characterized in that, The three-dimensional adjustment module (11) includes a first adjustment component (12), a second adjustment component (5), and a third adjustment component (7). The first adjustment component (12) includes a first support frame, a first adjustment screw (104), and a first clutch structure (4). The first support frame is parallel to one side of the support base (1). The first adjustment screw (104) is rotatably connected to the first support frame. The first clutch structure (4) is slidably connected to the first support frame and threadedly connected to the first adjustment screw (104). The second adjustment component (5) includes a second support frame, a second adjustment screw (502), and a second clutch structure (6). The second support frame is fixedly connected to the first clutch structure (4). The lever (502) is rotatably connected to the second support frame. The second clutch structure (6) is slidably connected to the second support frame. The second clutch structure (6) is threadedly connected to the second adjusting screw (502). The third adjusting component (7) includes a third support frame, a third adjusting screw (701), and a third clutch structure (8). The third support frame is fixedly connected to the second clutch structure (6). The third adjusting screw (701) is rotatably connected to the third support frame. The third clutch structure (8) is slidably connected to the third support frame. The third clutch structure (8) is threadedly connected to the third adjusting screw (701). The first clutch structure (4), the second clutch structure (6), and the third clutch structure (8) are each composed of the same structure.

5. The photovoltaic support anchor pile clamp as described in claim 4, characterized in that, The support base (1) is a triangular frame structure composed of two support rods (101) and a first support frame. The first support frame is composed of two first support plates (102) and two first bearings (106). The first adjusting screw (104) is threadedly connected to the first bearing (106). One end of the first adjusting screw (104) is fixed with a first adjusting knob (105). The second support frame is composed of two second support plates (501) and two second bearings (504). The second adjusting screw (502) is threadedly connected to the second bearing (504). One end of the second adjusting screw (502) is fixed with a second adjusting knob (503). The third support frame is composed of two third support plates (702) and two third bearings (703). The third adjusting screw (701) is threadedly connected to the third bearing (703). One end of the third adjusting screw (701) is fixed with a third adjusting knob (704).

6. The photovoltaic support anchor pile clamp as described in claim 5, characterized in that, The first clutch structure (4) consists of a slider (401), a nut (402), a clutch rod (403), a spring (404), and a spring limiting rod (405). The slider (401) is slidably connected to two first bearings (106). The slider (401) has a clutch cavity, and the clutch rod (403) is provided in the clutch cavity. Two symmetrical nuts (402) are slidably connected to the clutch rod (403). The two nuts (402) are combined to form a clamping nut. The first adjusting screw (104) is connected to the clamping nut. The spring (404) is sleeved on the clutch rod (403). The spring (404) is located between the nut (402) and the side wall of the clutch cavity. The clutch rod (403) is fixed on one side of the nut (402), and one end of the clutch rod (403) extends out of the outside of the slider (401).

7. The photovoltaic support anchor pile clamp as described in claim 4, characterized in that, The clamping module (9) is fixed at the lower end of the third clutch structure (8). The clamping module (9) includes a fixed frame (901), a clamping block (902), a clamping screw (903), a hand-tightening nut (904), and a thrust bearing (906). The fixed frame (901) is fixedly connected to the lower surface of the third clutch structure (8). The clamping screw (903) is threadedly connected to the two opposite sides of the fixed frame (901). The thrust bearing (906) is rotatably connected to one end of the clamping screw (903). The hand-tightening nut (904) is fixedly connected to the other end of the clamping screw (903). The clamping block (902) is fixedly connected to the thrust bearing (906). The two clamping blocks (902) are symmetrically arranged, and the clamping inner diameter of the clamping block (902) matches the size of the ground anchor pile.

8. The photovoltaic support anchor pile clamp as described in claim 3, characterized in that, The support base (1) is threadedly connected to the leveling leg (2) by a first nut (103) fixed to its upper surface.

9. A photovoltaic support anchor pile clamp as described in claim 7, characterized in that, The fixing frame (901) is threadedly connected to the clamping screw (903) by a second nut (905) fixed to its side.

10. A method for using a photovoltaic support anchor pile clamp during the construction phase, characterized in that, Includes the following steps: Step 1: Place the ground anchor pile into the pile hole, place the ground anchor pile clamp above the pile hole, and use the clamping module (9) to clamp the ground anchor pile. Step 2: Open the first clutch structure (4) to separate the first adjusting screw (104) from the opening and closing nut. At this time, the slider (401) can slide along the first support frame to initially adjust the position of the second adjusting component (5) above it. Correspondingly, open the second clutch structure (6) to initially adjust the position of the third adjusting component (7) on one side. Open the third clutch structure (8) to initially adjust the position of the clamping module (9) below it, thereby adjusting the position of the ground anchor pile and initially positioning the ground anchor pile in the middle area of ​​the ground anchor pile clamp. The first clutch structure (4), the second clutch structure (6), and the third clutch structure (8) will automatically close after use. Step 3: Rotate and adjust the support height of each leveling foot (2), while observing the horizontal indicator structure (3) until the support base (1) is adjusted to a horizontal state, ensuring the verticality of the ground anchor pile, and pull out the positioning line marked with the pile spacing. Step 4: Referring to the marks on the positioning line, rotate the first adjustment knob (105), the second adjustment knob (503), and the third adjustment knob (704) as needed. When rotating the first adjustment knob (105), the first adjustment screw (104) rotates, thereby driving the opening and closing nut (402) to move the first clutch structure (4). The movement of the second clutch structure (6) and the third clutch structure (8) is similar, until the plane projection position of the ground anchor pile coincides with the mark on the positioning line. Adjust the second adjustment knob (503) to adjust the height of the ground anchor pile to the elevation. Step 5: Check the spacing, elevation, and verticality of all ground anchor piles. After they meet the requirements, pour concrete. After the concrete solidifies, open the clamping module (9) and remove all ground anchor pile clamps.

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