New energy photovoltaic power generation support

Abstract

The utility model discloses a new energy photovoltaic power generation support, and relates to the technical field of supports, the new energy photovoltaic power generation support comprises a concrete pillar, the top of the concrete pillar is provided with a steel bar groove, a first reinforcing steel bar is inserted in the steel bar groove, and the top of the first reinforcing steel bar extends to the outside of the steel bar groove. A first pouring block is poured at the position, located at the top of the first reinforcing steel bar, of the concrete supporting column, the screw, the third reinforcing steel bar, the second reinforcing steel bar and the first reinforcing steel bar are integrated, the third reinforcing steel bar is stably connected with the concrete supporting column through the third pouring block, and the second reinforcing steel bar is stably connected with the concrete supporting column through the second pouring block. And one end of the reinforcing steel bar I passes through the pouring block I, and the other end of the reinforcing steel bar I is inserted into the steel bar groove to be stably connected with the concrete pillar, so that the screw rod and the nut are matched to be stably and permanently connected with the hoop, the whole body cannot be separated from the concrete pillar due to moisture erosion, and the practicability is very good.

Description

Technical Field

[0001] The utility model relates to the technical field of brackets, in particular to a new energy photovoltaic power generation bracket. Background Art

[0002] New energy photovoltaic panels, also known as solar photovoltaic panels, are fixed by brackets, and the brackets are divided into two parts, one is connected to the photovoltaic panels, and the other is connected to the installation site, so that the photovoltaic panels can be fixedly connected to the installation site through the brackets.

[0003] In the process of implementing the solution, the inventors found that the following problems in the prior art have not been well solved: some photovoltaic panels installed in lakes and rivers have brackets wrapped around mounting frames, clamps, and concrete pillars. The concrete pillars are inserted into the ground after passing through the water layer. The tops of the pillars are fixed to the mounting frames through clamps and bolts, and the mounting frames are then fixed to the photovoltaic panels. However, since the clamps are directly mounted on the outer walls of the concrete pillars, and the bolts used for installation are mostly expansion bolts, which are directly driven into the inside of the pillars, due to the high humidity on the water surface and the erosion by wind and rain, it is easy for the expansion bolts to fall off the concrete pillars or the connection to become unstable, which results in the clamps being unable to use the bolts to provide a stable connection environment for the mounting frame, which in turn results in the photovoltaic panels being unable to be stably and durably fixed. Utility Model Content

[0004] The main purpose of the utility model is to provide a new energy photovoltaic power generation bracket, which can effectively solve the problems in the background technology.

[0005] In order to achieve the above purpose, the technical solution adopted by the utility model is:

[0006] A new energy photovoltaic power generation support comprises a concrete pillar, wherein a steel bar groove is excavated on the top of the concrete pillar, a reinforcing steel bar one is inserted inside the steel bar groove, the top of the reinforcing steel bar one extends to the outside of the steel bar groove, a casting block one is cast at the top of the concrete pillar, reinforcing steel bars two are welded at both ends of the reinforcing steel bar one at the top of the concrete pillar, casting blocks two are cast at both ends of the top of the concrete pillar at the reinforcing steel bar two, reinforcing steel bars three are welded at one end of the reinforcing steel bar two away from the reinforcing steel bar one, casting blocks three are cast on both sides of the concrete pillar at the top of the reinforcing steel bar three, two screws are welded on one side of the reinforcing steel bar three close to the casting block three and away from the concrete pillar, and nuts are threadedly connected to the outer walls of the screws.

[0007] Preferably, the casting block three is integrally connected with the bottom of the reinforcing steel bar three and the side wall of the concrete pillar.

[0008] Preferably, the casting block 2 is integrally connected with the reinforcing steel bar 2 and the top of the concrete pillar.

[0009] Preferably, the casting block 1 is integrally connected with the top of the reinforcing steel bar 1 and the top of the concrete pillar.

[0010] Preferably, the outer diameter of the reinforcing steel bar 1 matches the inner diameter of the steel bar groove.

[0011] Compared with the prior art, the utility model has the following beneficial effects:

[0012] The screw, reinforcing steel bar three, reinforcing steel bar two and reinforcing steel bar one form an integrated whole. Reinforcing steel bar three is stably connected to the concrete pillar through casting block three. Reinforcing steel bar two is stably connected to the concrete pillar through casting block two. One end of reinforcing steel bar one is stably connected to the concrete pillar through casting block one and the other end is inserted into the steel bar groove. Therefore, the combination of the screw and the nut can be stably and durably connected to the clamp. The whole will not be separated from the concrete pillar due to moisture erosion, and has good practicality. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 This is a schematic diagram of the structure of a new energy photovoltaic power generation bracket of the utility model;

[0014] Figure 2 This is a schematic diagram of the structure of the casting block 1, the casting block 2 and the casting block 3 of a new energy photovoltaic power generation bracket of the utility model;

[0015] Figure 3 It is a cross-sectional structural diagram of a new energy photovoltaic power generation bracket of the utility model, including a concrete support, a steel bar groove, a casting block 1, a casting block 2, and a casting block 3;

[0016] Figure 4 This is a schematic diagram of the connection structure among reinforcing steel bar 1, reinforcing steel bar 2, reinforcing steel bar 3, screw rod and nut of a new energy photovoltaic power generation bracket of the utility model.

[0017] In the figure: 1. Concrete pillar; 2. Steel bar trough; 3. Casting block 1; 4. Casting block 2; 5. Casting block 3; 6. Reinforcing steel bar 1; 7. Reinforcing steel bar 2; 8. Reinforcing steel bar 3; 9. Screw; 10. Nut. DETAILED DESCRIPTION

[0018] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further described below in conjunction with specific implementation methods.

[0019] like Figure 1-4As shown, a new energy photovoltaic power generation bracket includes a concrete pillar 1, a steel bar groove 2 is dug on the top of the concrete pillar 1, a reinforcing steel bar 6 is inserted inside the steel bar groove 2, and the top of the reinforcing steel bar 6 extends to the outside of the steel bar groove 2, and a casting block 3 is cast at the position of the concrete pillar 1 at the top of the reinforcing steel bar 6, and reinforcing steel bars 2 7 are welded to both ends of the reinforcing steel bar 6 at the top of the concrete pillar 1, and casting blocks 2 4 are cast at both ends of the top of the concrete pillar 1 at the position of the reinforcing steel bar 2 7, and reinforcing steel bars 3 8 are welded to one end of the reinforcing steel bar 2 7 away from the reinforcing steel bar 6, and casting blocks 3 5 are cast on both sides of the concrete pillar 1 at the top of the reinforcing steel bar 3 8, and two screws 9 are welded to the side of the reinforcing steel bar 3 8 close to the casting block 3 5 and away from the concrete pillar 1, and the outer walls of the screws 9 are threadedly connected with nuts 10.

[0020] Specifically, casting block three 5 is integrally connected to the bottom of reinforcing steel bar three 8 and the side wall of concrete pillar 1, casting block two 4 is integrally connected to reinforcing steel bar two 7 and the top of concrete pillar 1, casting block one 3 is integrally connected to the top of reinforcing steel bar one 6 and the top of concrete pillar 1, so that reinforcing steel bar one 6, reinforcing steel bar two 7, and reinforcing steel bar three 8 can be stably connected to concrete pillar 1, providing a stable connection foundation between screw 9 and hoop.

[0021] Specifically, the outer diameter of the reinforcing steel bar 6 matches the inner diameter of the steel bar groove 2 to avoid shaking due to size difference.

[0022] Working principle:

[0023] The screw rod 9, the reinforcing steel bar three 8, the reinforcing steel bar two 7 and the reinforcing steel bar one 6 are formed into one body. The reinforcing steel bar one 6 is first inserted into the inside of the steel bar groove 2. The steel bar groove 2 of the concrete pillar 1 can be reserved in advance when the concrete pillar 1 is cast and formed. Then, the casting block one 3 is first cast at the top of the reinforcing steel bar one 6 and the top of the concrete pillar 1, and then the casting block two 4 is cast at the position of the reinforcing steel bar two 7. Secondly, the hoop and the screw rod 9 are penetrated and stably connected with the hoop through the nut 10. Finally, the casting block three 5 is cast at the bottom of the reinforcing steel bar three 8. The reinforcing steel bar three 8 is stably connected to the concrete pillar 1 through the casting block three 5, the reinforcing steel bar two 7 is stably connected to the concrete pillar 1 through the casting block two 4, one end of the reinforcing steel bar one 6 is stably connected to the concrete pillar 1 through the casting block one 3 and the other end is inserted into the steel bar groove 2, so that the combination of the screw rod 9 and the nut 10 can be stably and durably connected with the hoop. The whole will not be separated from the concrete pillar 1 due to moisture erosion, and has good practicality.

[0024] The circuits, electronic components and control modules involved are all prior art and can be fully implemented by those skilled in the art. Needless to say, the content protected by the utility model does not involve improvements to software and methods.

[0025] The above shows and describes the basic principle and main features of the utility model and the advantages of the utility model. Those skilled in the art should understand that the utility model is not limited by the above embodiments. The above embodiments and descriptions are only for explaining the principle of the utility model. Without departing from the spirit and scope of the utility model, the utility model may have various changes and improvements, which fall within the scope of the utility model to be protected. The scope of protection claimed by the utility model is defined by the attached claims and their equivalents.

Claims

1. A new energy photovoltaic power generation support, comprising a concrete support (1), characterized in that: A steel bar groove (2) is excavated at the top of the concrete pillar (1), a reinforcing steel bar one (6) is inserted inside the steel bar groove (2), the top of the reinforcing steel bar one (6) extends to the outside of the steel bar groove (2), a casting block one (3) is cast at the top of the reinforcing steel bar one (6) of the concrete pillar (1), reinforcing steel bars two (7) are welded at both ends of the reinforcing steel bar one (6) at the top of the concrete pillar (1), casting blocks two (4) are cast at both ends of the top of the concrete pillar (1) at the reinforcing steel bar two (7), reinforcing steel bars three (8) are welded at one end of the reinforcing steel bar two (7) away from the reinforcing steel bar one (6), casting blocks three (5) are cast at both sides of the concrete pillar (1) at the top of the reinforcing steel bar three (8), two screws (9) are welded at one side of the reinforcing steel bar three (8) close to the casting block three (5) and away from the concrete pillar (1), and nuts (10) are threadedly connected to the outer walls of the screws (9).

2. A new energy photovoltaic power generation bracket according to claim 1, characterized in that: The casting block three (5) is integrally connected with the bottom of the reinforcing steel bar three (8) and the side wall of the concrete pillar (1).

3. A new energy photovoltaic power generation bracket according to claim 1, characterized in that: The second casting block (4) is integrally connected with the second reinforcing steel bar (7) and the top of the concrete pillar (1).

4. A new energy photovoltaic power generation bracket according to claim 1, characterized in that: The casting block 1 (3) is integrally connected with the top of the reinforcing steel bar 1 (6) and the top of the concrete pillar (1).

5. A new energy photovoltaic power generation bracket according to claim 1, characterized in that: The outer diameter of the reinforcing steel bar 1 (6) matches the inner diameter of the steel bar groove (2).

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