Anchoring structure

Abstract

The utility model discloses an anchoring structure which comprises a base, an anchor fluke and an anchor rod. A hinge seat is arranged in the middle of the base and hinged to the bottom of the anchor rod. Anchor flukes in bilateral symmetry are arranged on the left side and the right side of a hinge seat of the base respectively, and the anchor flukes are eccentrically arranged on the base in the front-back direction. By arranging the eccentric anchor flukes, the anchor rod can better adapt to different terrains and provide larger road holding force and rotation resistance, for example, when the anchor rod is used on an underwater slope, the base and the anchor rod can be released from the upright posture through rotation of the anchor rod, and the eccentric anchor flukes can drive the base to automatically topple under the action of gravity; therefore, the anchor flukes can be accurately and reliably inserted into slope soil to be fixed, the fixing function is achieved, the anchoring stability can be effectively improved, and the stability of an overwater photovoltaic system is improved.

Description

Technical Field

[0001] This utility model relates to the technical field of floating photovoltaic systems, and in particular to an anchoring structure for anchoring floating photovoltaic systems. Background Technology

[0002] Currently, floating photovoltaic systems have become a key focus of photovoltaic development. Anchoring systems are crucial for ensuring the stability of floating structures, but in areas with greater water depth or underwater slopes, traditional vertical anchoring may not provide sufficient stability. Utility Model Content

[0003] The purpose of this invention is to provide an anchoring structure that has the advantage of improving anchoring stability.

[0004] To achieve the above objectives, the solution of this utility model is:

[0005] An anchoring structure includes a base, anchor claws, and anchor rods;

[0006] The base has a hinge seat in the middle, and the hinge seat is hinged to the bottom of the anchor rod;

[0007] The base has symmetrical anchor claws on its left and right sides, and the anchor claws are eccentrically positioned on the base in the front-back direction.

[0008] Furthermore, the base and anchor claw are integrally formed by casting reinforced concrete.

[0009] Furthermore, the top of the hinge seat has a hinge groove that runs through the front and back, and the side of the hinge seat has a pin hole that runs through the hinge groove from left to right, with a rotating pin passing through the pin hole; the bottom of the anchor rod is rotatably located in the hinge groove and has a rotating hole through which the rotating pin passes.

[0010] Furthermore, the top of the anchor bolt is hinged with an anchor shackle.

[0011] Furthermore, the base and anchor claws are made of reinforced concrete, while the anchor rods and anchor shackles are made of steel.

[0012] Furthermore, the anchor claw is tapered, wider at the bottom and narrower at the top.

[0013] Furthermore, the top surfaces of the left and right sides of the hinge seat of the base are respectively inclined surfaces with lower outer ends; the top of the anchor claw is inclined outward.

[0014] By adopting the above technical solution and setting eccentric anchor claws, it is possible to better adapt to different terrains and provide greater grip and anti-rotation capabilities. For example, when used on underwater slopes, the rotation of the anchor rod can cause the base and anchor rod to lose their upright posture. The eccentric anchor claws can cause the base to tilt automatically under the action of gravity, so that the anchor claws can be accurately and reliably inserted into the slope soil for fixation, thereby achieving the fixation function and effectively improving the anchoring stability, thus improving the stability of the water photovoltaic system. Attached Figure Description

[0015] Figure 1 This is a perspective view of an embodiment of the present utility model;

[0016] Figure 2 This is a right view of an embodiment of the present utility model;

[0017] Figure 3 This is a front view of an embodiment of the present utility model;

[0018] Figure 4 This is a usage state diagram (one) of an embodiment of the present utility model;

[0019] Figure 5 This is a usage state diagram (II) of an embodiment of the present utility model.

[0020] Labeling explanation: Anchoring structure 10, base 1, hinge seat 11, hinge groove 111, inclined plane 12, anchor claw 2, anchor rod 3, anchor shackle 4, wire rope 5, rotating pin 6. Detailed Implementation

[0021] To make the objectives, technical solutions, and advantages of the embodiments of this application clearer, the technical solutions of the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this application, and not all embodiments. The components of the embodiments of this application described and shown in the accompanying drawings can generally be arranged and designed in various different configurations.

[0022] like Figures 1 to 5 As shown, an anchoring structure 10 in this embodiment includes a base 1, an anchor claw 2, and an anchor rod 3.

[0023] The base 1 has a hinge seat 11 in the middle, which is hinged to the bottom of the anchor rod 3. The hinge seat 11 of the base 1 is provided with left and right symmetrical anchor claws 2 on the left and right sides respectively, and the anchor claws 2 are eccentrically arranged on the base 1 in the front and back direction. That is, the two anchor claws 2 can be arranged on the rear side of the left and right sides of the base 1 respectively (or on the front side).

[0024] Therefore, by setting the eccentric anchor claw 2, it can better adapt to different terrains, providing greater grip and anti-rotation capability, such as when used on underwater slopes, see [reference needed]. Figure 4 and Figure 5 By using the steel wire rope 5 to drive the rotation of the anchor shackle 4 installed on the anchor rod 3, the base 1 and the anchor rod 3 can be released from their upright position. The eccentric anchor claw 2 can drive the base 1 to tilt automatically under the action of gravity, so that the anchor claw 2 can be accurately and reliably inserted into the slope soil for fixation, thereby achieving the fixing function and effectively improving the anchoring stability, thus improving the stability of the water photovoltaic system.

[0025] In this embodiment, the base 1 and the anchor claw 2 can be integrally formed by casting reinforced concrete. This results in stronger corrosion resistance and strength. The anchoring structure 10 can remain submerged in water for extended periods alongside the floating photovoltaic system, requiring minimal maintenance, thus enhancing the stability of the anchoring structure 10. Furthermore, it is simple to construct and has low production costs.

[0026] The anchor claw 2 is tapered, wider at the bottom and narrower at the top, to facilitate insertion into the soil. The top surfaces of the hinged seat 11 on the left and right sides of the base 1 can be respectively inclined surfaces 12 with lower outer ends, allowing the top of the anchor claw 2 to tilt outwards. This increases the anchoring effect of the anchor claw 2.

[0027] Specifically, in this embodiment, the hinge seat 11 has a hinge groove 111 that runs through the front and back at its top, and a pin hole (not shown) that runs through the hinge groove 111 on the side of the hinge seat 11. A rotating pin 6 passes through the pin hole. The bottom of the anchor rod 3 is rotatably located in the hinge groove 111 and has a rotating hole (not shown) for the rotating pin 6 to pass through. The cooperation between the rotating pin 6 and the anchor rod 3 facilitates the rotation of the anchor rod 3 and its assembly connection with the base 1.

[0028] Meanwhile, the top of the anchor rod 3 can be hinged with an anchor shackle 4. The anchor shackle 4 can be used to connect the steel wire rope 5, and the other end of the steel wire rope 5 can be fixed to the floating photovoltaic system (not shown) to facilitate the anchoring of the floating photovoltaic system.

[0029] The base 1 and anchor claw 2 can be made of reinforced concrete, while the rotating pin 6, anchor rod 3 and anchor shackle 4 can all be made of steel to improve rotational stability and structural strength.

[0030] The above description is merely a preferred embodiment of this utility model. The protection scope of this utility model is not limited to the above embodiments. All technical solutions falling within the scope of this utility model's concept are protected by this utility model. It should be noted that for those skilled in the art, equivalent changes and modifications without departing from the principle of this utility model should still fall within the protection scope of this utility model.

[0031] In the description of the embodiments of this application, it should be understood that the indicated orientations or positional relationships are based on the orientations or positional relationships shown in the accompanying drawings, or the orientations or positional relationships commonly used when the product is in use, or the orientations or positional relationships commonly understood by those skilled in the art. These are only for the convenience of describing this application and simplifying the description, and are not intended to indicate or imply that the device or component 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 application. In the description of this application, "a plurality of" and "several" mean two or more, unless otherwise explicitly specified.

Claims

1. An anchoring structure characterized in that: it comprises a base, an anchor fluke and an anchor rod; the base has a hinge seat in the middle, which is hinged with the bottom of the anchor rod; the hinge seat of the base is provided with left and right symmetrical anchor flukes on the left and right sides, respectively, and the anchor flukes are eccentrically arranged on the base in the front and back directions.

2. An anchoring structure according to claim 1, wherein: the base and the anchor flukes are integrally formed by pouring reinforced concrete.

3. An anchoring structure according to claim 1, wherein: the top of the hinge seat has a front and back through hinge slot, and the side of the hinge seat is provided with a pin hole through the hinge slot on the left and right sides, and a rotating pin is arranged in the pin hole; the bottom of the anchor rod is rotatably located in the hinge slot and has a rotating hole for the rotating pin to pass through.

4. An anchoring structure according to claim 1, wherein: the top of the anchor rod is hinged with an anchor shackle.

5. An anchoring structure according to claim 4, wherein: the base and the anchor flukes are made of reinforced concrete, and the anchor rod and the anchor shackle are made of steel.

6. An anchoring structure according to claim 1, wherein: the anchor fluke is tapered with a wide lower part and a narrow upper part.

7. An anchoring structure according to claim 1, wherein: the top surface of the left and right sides of the hinge seat of the base is respectively a lower inclined surface at the outer end; the top of the anchor fluke is inclined outward.

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