Fixing mechanism for disaster prevention of photovoltaic string in high altitude area and installation process

By designing a fixed mechanism for photovoltaic strings in high altitude areas, the problem of deformation of the support structure caused by high wind load pressure and rainwater erosion is solved, and the effect of improving the stability and safety of photovoltaic power stations is achieved.

CN119543766APending Publication Date: 2025-02-28华电(贵州)新能源发展有限公司
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Patent Information

Application Number
CN202411690916.4
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-11-25
Publication Date
2025-02-28

AI Technical Summary

Technical Problem

Photovoltaic power plants in high altitude areas have deformed the photovoltaic string support structure due to high wind load pressure and rainwater erosion, which poses a hidden danger of production safety.

Method used

A fixing mechanism is designed, including a support unit and a fixing unit. The support unit consists of a load-bearing beam, a first pillar, a support rod and a connecting member. The fixing unit consists of a draw rope, a fixing seat and a second pillar. Through the connection and arrangement of these components, a stable support structure is formed.

Benefits of technology

Through the action of the pull rope, the load-bearing beam is not easily deformed due to wind and rain, increasing overall stability and reducing the chance of instability; under the action of the pressure parts, the connection between the photovoltaic panel and the beam is more firm, preventing the photovoltaic string from deformation and collapse.

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Abstract

The invention discloses a fixing mechanism for disaster prevention of a photovoltaic string in a high-altitude area and an installation process, and relates to the technical field of safety production in the aspect of wind disaster prevention in the high-altitude area, in particular to the fixing mechanism for disaster prevention of the photovoltaic string in the high-altitude area and the installation process. Comprising a transportation platform, a supporting unit, a spandrel girder and a first supporting column arranged on the spandrel girder and connected with the ground, a supporting rod is arranged between the first supporting column and the spandrel girder, and a connecting piece is arranged at the joint of the first supporting column and the spandrel girder. The fixing mechanism has the beneficial effects that extra tension and fixing points are provided for the fixing mechanism, so that the photovoltaic string is not easy to deform and collapse due to the influence of wind and rain.
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Description

Technical Field

[0001] The present invention relates to the technical field of safe production in wind disaster prevention in high altitude areas, and in particular to a fixing mechanism and installation process for photovoltaic string disaster prevention in high altitude areas. Background Art

[0002] The development of photovoltaic power stations in high-altitude areas of my country has entered a large-scale construction wave, but the wind speed is generally high in high-altitude areas, the wind load pressure of the bracket is large, and the photovoltaic arrays at the wind outlet position and the strings in the array have a large number of collapses and deformations. Various loads and rain erosion for a long time can easily cause the brackets or foundations to twist and deform, and there are great safety hazards in production. Because the cross-sectional size of the columns is small and the bending resistance is insufficient, the brackets and connectors are not firm, and a large number of bolts and diagonal rods are loose in the photovoltaic field. The looseness and lack of bolts and diagonal rods will cause the brackets to move too much under the action of wind loads, and the photovoltaic field has long had the phenomenon of unqualified bolt tightening torque. In order to improve the safe and stable operation of photovoltaic power stations, ensure the safe supply of electricity for large-scale photovoltaic power stations in national bases, maintain the national power energy supply, reduce the cost of operation and maintenance, and increase the power generation of photovoltaic strings, the wind disaster prevention reinforcement structure and installation process of photovoltaic power stations in high altitude areas are designed. Summary of the invention

[0003] Some simplifications or omissions may be made in this section and the abstract and title of the present application to avoid obscuring the purpose of this section, the abstract and the title of the invention, and such simplifications or omissions shall not be used to limit the scope of the present invention.

[0004] In view of the above problems or problems existing in the prior art, the present invention is proposed.

[0005] Therefore, the purpose of the present invention is to provide a fixing mechanism for photovoltaic strings in high altitude areas for disaster prevention, which can solve the problem of photovoltaic string supporting structure deformation caused by high wind load pressure and rain erosion in high altitude areas.

[0006] In order to solve the above technical problems, the present invention provides the following technical solutions: a fixing mechanism for disaster prevention of photovoltaic strings in high-altitude areas, comprising a supporting unit, including a load-bearing beam, a first pillar arranged to connect the load-bearing beam and the ground, a support rod is arranged between the first pillar and the load-bearing beam, and a connecting piece is arranged at the connection between the first pillar and the load-bearing beam; a fixing unit, comprising a pull rope, one end of the pull rope is fixedly connected to the outer wall of the load-bearing beam, one end of the pull rope is connected to the outer wall of the fixing seat, the fixing seat is fixed to the ground, the load-bearing beam is connected to the second pillar, and the second pillar is connected to the ground.

[0007] As a preferred solution of the fixing mechanism for disaster prevention of photovoltaic strings in high altitude areas described in the present invention, a crossbeam is fixedly connected to the surface of the load-bearing beam on the side away from the first pillar, and a photovoltaic panel is provided on the outer wall of the crossbeam on the side away from the first pillar.

[0008] As a preferred solution of the fixing mechanism for photovoltaic string disaster prevention in high altitude areas described in the present invention, a pressure piece is provided at the edge of the photovoltaic panel, the pressure piece can wrap part of the edge of the photovoltaic panel, and one end of the pressure piece is fixedly connected to the crossbeam.

[0009] As a preferred solution of the fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas described in the present invention, there is a certain angle between the load-bearing beam and the ground.

[0010] As a preferred solution of the fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas described in the present invention, the pull rope is a stainless steel wire.

[0011] As a preferred solution of the fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas described in the present invention, a first elastic member is provided at the connection between the pull rope and the fixing seat.

[0012] As a preferred solution of the fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas described in the present invention, a plurality of support rods are provided between the first support column and the load-bearing beam.

[0013] As a preferred solution of the fixing mechanism for photovoltaic string disaster prevention in high altitude areas described in the present invention, a plurality of pull ropes are provided between the load-bearing beam and the ground, and the number of fixing seats is consistent with the number of pull ropes.

[0014] As a preferred solution of the fixing mechanism for disaster prevention of photovoltaic strings in high altitude areas described in the present invention, an intermediate connecting piece is provided at the connection between the support rod and the first pillar, a base is provided between the second pillar and the ground, the base is fixedly connected to the ground, and the second pillar is fixedly connected to the base.

[0015] The fixing mechanism for disaster prevention of photovoltaic strings in high altitude areas of the present invention has the following beneficial effects: under the action of the pull rope, the load-bearing beam is not easily deformed due to the photovoltaic panel being affected by wind and rain, thereby increasing the overall stability and reducing the overall instability probability; under the action of the pressure piece, the connection between the photovoltaic panel and the crossbeam is more firmly established, thereby preventing the photovoltaic string from being deformed and collapsed.

[0016] Another object of the present invention is to provide an installation process for a fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas, which aims to solve the installation problem of the fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas.

[0017] To solve the above technical problems, the present invention also provides the following technical solutions: an installation process of a fixing mechanism for disaster prevention of photovoltaic strings in high altitude areas, which includes a fixing mechanism for disaster prevention of photovoltaic strings in high altitude areas; and, one end of the first pillar is fixedly installed and inserted into the ground, a connecting member is installed at an end of the first pillar away from the ground by bolts, an end of the connecting member away from the first pillar is installed with a load-bearing beam by bolts, an intermediate connecting member is welded and connected to the part of the first pillar above the ground, two ends of the support rod are respectively connected to the intermediate connecting member and the load-bearing beam by bolts, a cross beam is installed on a side of the load-bearing beam away from the ground by bolts, a pressure member is bolted to the cross beam, and the pressure member is fixedly connected to the edge of the photovoltaic panel by bolts, a wire clamp is provided at both ends of the load-bearing beam and at the connection between the fixed seat and the pull rope, a first elastic member is fixedly provided between the wire clamp on the fixed seat and the fixed seat, the pull rope is fixed by the load-bearing beam and the wire clamp on the fixed seat, a hole for accommodating the base is first drilled in the ground, the base is placed in the drilled hole and fixed, one end of the second pillar is bolted to the outer wall of the load-bearing beam, and the other end of the second pillar not connected to the load-bearing beam is bolted to the base.

[0018] The beneficial effect of the installation process of the fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas of the present invention is: an installation process is provided for the fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas, and the fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas can be put into practical use. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following briefly introduces the drawings required for describing the embodiments. 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 these drawings without creative work. Among them:

[0020] Figure 1 It is an overall schematic diagram of the fixing mechanism used for disaster prevention of photovoltaic strings in high altitude areas.

[0021] Figure 2 A partial schematic diagram of the fixing mechanism used for disaster prevention of photovoltaic strings in high altitude areas.

[0022] Figure 3 Schematic diagram of the installation process of the fixing mechanism for photovoltaic string disaster prevention in high altitude areas. DETAILED DESCRIPTION

[0023] In order to make the above-mentioned objects, features and advantages of the present invention more obvious and easy to understand, the specific embodiments of the present invention are described in detail below in conjunction with the accompanying drawings.

[0024] In the following description, many specific details are set forth to facilitate a full understanding of the present invention, but the present invention may also be implemented in other ways different from those described herein, and those skilled in the art may make similar generalizations without violating the connotation of the present invention. Therefore, the present invention is not limited to the specific embodiments disclosed below.

[0025] Secondly, the term "one embodiment" or "embodiment" as used herein refers to a specific feature, structure, or characteristic that may be included in at least one implementation of the present invention. The term "in one embodiment" that appears in different places in this specification does not necessarily refer to the same embodiment, nor is it a separate or selective embodiment that is mutually exclusive with other embodiments.

[0026] Example 1

[0027] Reference Figures 1-2 , is the first embodiment of the present invention, which provides a fixing mechanism for disaster prevention of photovoltaic strings in high-altitude areas, which includes a support unit 100, including a load-bearing beam 101, a first pillar 102 arranged to connect the load-bearing beam 101 with the ground, a support rod 103 is arranged between the first pillar 102 and the load-bearing beam 101, and a connecting piece 104 is arranged at the connection between the first pillar 102 and the load-bearing beam 101; a fixing unit 200, including a pull rope 201, one end of the pull rope 201 is fixedly connected to the outer wall of the load-bearing beam 101, one end of the pull rope 201 is connected to the outer wall of a fixing seat 202, the fixing seat 202 is fixed to the ground, the load-bearing beam 101 is connected to a second pillar 203, and the second pillar 203 is connected to the ground.

[0028] The load-bearing beam 101 is a straight beam, and in actual use, a steel material with a thick wall is often used. The first pillar 102 is the core support of the entire mechanism. The first pillar 102 is a round tube type with high bending resistance. The first pillar 102 can be directly inserted into the ground or inserted into a large mass solid building material such as a cement block. The load-bearing beam 101 is connected to the end of the first pillar 102 away from the ground. The connection method can be a direct connection such as welding, or an intermediate connection piece is used to connect the load-bearing beam 101 and the first pillar 102. This solution adopts a connection piece 104 to fill the load-bearing beam 101 and the first pillar 102. When the connecting medium, the connecting piece 104 is bolted to the load-bearing beam 101 and the first pillar 102, which increases the strength of the component, reduces the number of nodes, and improves the overall stability. The support rod 103 has a certain inclination when connecting the first pillar 102 and the load-bearing beam 101; the fixed seat 202 is made of cross steel bars and stainless steel connected with concrete, and the two ends of the pull rope 201 are respectively fixed to the fixed seat 202 and the load-bearing beam 101, which increases the overall stability. The two ends of the second pillar 203 are respectively fixed to the load-bearing beam 101 and the ground, which further increases the stability of the overall structure.

[0029] When in use, one end of the first pillar 102 is fixed to the ground, and the other end of the first pillar 102 is fixedly connected to the connecting piece 104, the part of the connecting piece 104 not connected to the first pillar 102 is connected to the load-bearing beam 101, and the two ends of the support rod 103 are fixedly connected to the load-bearing beam 101 and the outer wall of the first pillar 102 by bolts, and the two ends of the pull rope 201 are respectively fixedly connected to the load-bearing beam 101 and the outer wall of the fixing seat 202, and the two ends of the second pillar 203 are respectively fixed to the load-bearing beam 101 and the outer wall of the ground.

[0030] In summary, with the pull rope 201 being fixed by the fixing seat 202 to pull the load-bearing beam 101 and the second pillar 203 providing auxiliary tension, the tension of the photovoltaic panel under wind load is dispersed, and the load-bearing beam 101 is not easily deformed due to the photovoltaic panel being affected by wind and rain, thereby increasing the overall stability.

[0031] Example 2

[0032] Reference Figures 1-2 , which is the second embodiment of the present invention, and is different from the first embodiment in that: it also includes a crossbeam 105 fixedly connected to the surface of the side of the load-bearing beam 101 away from the first pillar 102, and the crossbeam 105 is provided with a photovoltaic panel 106 on the outer wall of the side of the load-bearing beam 101 away from the first pillar 102.

[0033] Among them, the crossbeam 105 is fixed to the outer wall of the load-bearing beam 101 by bolts. There are multiple holes on the outer wall of the crossbeam 105 for bolts to pass through to achieve bolt fit. It should be noted that in actual use, holes can be drilled on the surface of the photovoltaic panel 106. Therefore, the crossbeam 105 is bolted to the photovoltaic panel 106 on the surface that is not connected to the load-bearing beam 101. The bolt connection between the crossbeam 105 and the load-bearing beam 101 can be direct connection or intermediate medium connection.

[0034] Furthermore, a pressure piece 106 a is provided at the edge of the photovoltaic panel 106 . The pressure piece 106 a can wrap a portion of the edge of the photovoltaic panel 106 . One end of the pressure piece 106 a is fixedly connected to the crossbeam 105 .

[0035] Among them, the pressure piece 106a is composed of two pressure plates and an intermediate connection. The intermediate connection part of the pressure piece 106a is selected to be a bolt connection that can adjust the relative distance between the two pressure plates. The side of the two pressure plates close to the other pressure plate is respectively in contact and pressed with the side of the photovoltaic panel close to the ground and the side away from the ground. The fixed connection method of the pressure piece 106a and the beam 105 can be selected from welding, bolt connection, etc. For the convenience of maintenance and replacement, bolt connection is selected in this solution.

[0036] Furthermore, the load-bearing beam 101 has a certain angle with the ground.

[0037] The angle between the load-bearing beam 101 and the ground is taken from the local latitude angle. It should be noted that the source of this data is taken from the national standard GB50797-2012 "Design Specifications for Photovoltaic Power Stations".

[0038] Furthermore, the pull rope 201 is a stainless steel wire.

[0039] Among them, when the material of the pull rope 201 is stainless steel wire, in a high-altitude environment, steel materials are more susceptible to rust than in a low-altitude environment, so stainless steel wire is selected.

[0040] Furthermore, a first elastic member 202a is provided on the outer wall of the connection between the pull rope 201 and the fixing seat 202 .

[0041] Among them, when the pull rope 201 is used to connect the fixing seat 202 and the load-bearing beam 101, the photovoltaic panel 106 will shake due to the influence of wind and rain in the environment, thereby affecting the shaking of the load-bearing beam 101. When the first elastic member 202a is added, the shaking of the photovoltaic panel 106 can be reduced by transmitting its own deformation through the pull rope 201. It should be noted that the first elastic member 202a can be made of any elastic material such as a spring, rubber, etc.

[0042] Furthermore, a plurality of support rods 103 are provided between the first support column 102 and the load-bearing beam 101 .

[0043] In particular, when a plurality of support rods 103 are provided, more supporting force can be provided to the load-bearing beam 101 compared with a single support rod 103 .

[0044] Furthermore, a plurality of the pull ropes 201 are provided between the load-bearing beam 101 and the ground, and the number of the fixing seats 202 is the same as the pull ropes 201 .

[0045] Among them, when there are multiple pull ropes 201, compared with the case of a single pull rope 201, a stronger back-pulling effect will be provided for the load-bearing beam 101. The number of fixing seats 202 is consistent with the pull ropes 201, and each fixing seat 202 is only connected to one pull rope 201.

[0046] Furthermore, an intermediate connecting piece 103a is provided at the connection between the support rod 103 and the first pillar 102, a base 203a is provided between the second pillar 203 and the ground, the base 203a is fixedly connected to the ground, and the second pillar 203 is fixedly connected to the base 203a.

[0047] Among them, when the support rod 103 is directly connected to the surface of the first pillar 102, it is necessary to drill a hole on the surface of the first pillar 102 or directly weld the support rod 103 to the surface of the first pillar 102, which will affect the strength of the first pillar 102 itself and is not convenient for subsequent maintenance and replacement. An intermediate connecting piece 103a is fixedly connected to the outer wall of the first pillar 102. In this solution, the intermediate connecting piece 103a is fixedly connected to the outer wall of the first pillar 102 by welding, and the intermediate connecting piece 103a is connected to the support rod 103 by bolting; the base 203a is actually a hole of suitable size drilled in the ground, and an iron pipe with a steel structure is placed in it. It should be noted that the inner diameter of the iron pipe is sufficient to accommodate the second pillar 203. After the second pillar 203 is inserted into the iron pipe of the base 203a, it can be fixed by welding, bolting, etc. This solution uses bolting to facilitate subsequent replacement of parts and maintenance.

[0048] When in use, one end of the first pillar 102 is fixed to the ground, and the other end of the first pillar 102 is fixedly connected to the connecting piece 104, and the part of the connecting piece 104 not connected to the first pillar 102 is connected to the load-bearing beam 101, and the outer wall of the first pillar 102 is welded with an intermediate connecting piece 103a, and the two ends of the support rod 103 are fixedly connected to the intermediate connecting piece 103a of the outer wall of the load-bearing beam 101 and the outer wall of the first pillar 102 by bolts, and the two ends of the pull rope 201 are respectively fixedly connected to the first connecting piece 103a of the outer wall of the load-bearing beam 101 and the fixing seat 202. On the elastic member 202a, a hole is drilled in the ground to accommodate the base 203a, and the base 203a is placed in the hole. One end of the second pillar 203 is bolted to the outer wall of the load-bearing beam 101, and the other end of the second pillar 203 not connected to the load-bearing beam 101 is bolted to the base 203a. The side of the load-bearing beam 101 away from the ground is bolted to the cross beam 105, and the side of the cross beam 105 away from the ground is bolted to the pressure member 106a. The pressure member 106a wraps part of the edge of the photovoltaic panel 106 and is fixed with bolts.

[0049] In summary, with the pull rope 201 being fixed by the fixing seat 202 to pull the load-bearing beam 101 and the second pillar 203 providing auxiliary tension, the tension of the photovoltaic panel under wind load is dispersed, and the load-bearing beam 101 is not easily deformed due to the photovoltaic panel being affected by wind and rain, thereby increasing the overall stability.

[0050] Example 3

[0051] Reference Figures 1 to 3, which is the third embodiment of the present invention, which is different from the previous two embodiments in that this embodiment further provides an installation process for a fixing mechanism for disaster prevention of photovoltaic strings in high altitude areas: comprising a fixing mechanism for disaster prevention of photovoltaic strings in high altitude areas, and one end of a first pillar 102 is fixedly installed and inserted into the ground, a connecting piece 104 is installed at an end of the first pillar 102 away from the ground by bolts, an end of the connecting piece 104 away from the connection with the first pillar 102 is installed with a load-bearing beam 101 by bolts, an intermediate connecting piece 103a is welded to a portion of the first pillar 102 above the ground, two ends of the support rod 103 are respectively bolted to the intermediate connecting piece 103a and the load-bearing beam 101, and a cross beam 105 is bolted It is installed on the side of the load-bearing beam 101 away from the ground, the pressure piece 106a is bolted to the crossbeam 105, the pressure piece 106a is fixedly connected to the edge bolts of the photovoltaic panel 106, wire clamps are provided at both ends of the load-bearing beam 101 and at the connection between the fixing seat 202 and the pull rope 201, a first elastic piece 202a is fixedly provided between the wire clamp on the fixing seat 202 and the fixing seat 202, the pull rope 201 is fixed by the load-bearing beam 101 and the wire clamp on the fixing seat 202, a hole is first drilled in the ground to accommodate the base 203a, the base 203a is placed in the drilled hole and fixed, one end of the second pillar 203 is bolted to the outer wall of the load-bearing beam 101, and the other end of the second pillar 203 not connected to the load-bearing beam 101 is bolted to the base 203a.

[0052] Among them, the installation process will not be able to achieve the installation of the fixing mechanism if it does not comply with the installation sequence. Therefore, it is necessary to install according to the installation process. One end of the first pillar 102 can be encapsulated with fine stone concrete or cement grouting to increase the stability of the first pillar 102. The sizes of the connecting piece 104 and the pull rope 201 vary according to the installation area. The base 203a is placed in the drilled hole and concrete can be poured to increase the stability of the base 203a. All bolts connected by bolts must be tightened. If there are burrs or concrete on the surface of the screw that make the nut unable to be tightened, the bolts are reinforced by welding to the base plate, and the welding parts are treated with rust prevention. At the end of the installation, all bolts must be re-tightened.

[0053] When in use, after the first pillar 102 is fixed on the ground, it is necessary to pay attention to the angle between the load-bearing beam 101 and the ground when installing the load-bearing beam 101. After determining the angle between the load-bearing beam 101 and the ground, other components can be installed. After installation, it is necessary to re-tighten to confirm the tightness of the installation bolts.

[0054] In summary, under the present installation process, the fixing mechanism used for disaster prevention of photovoltaic strings in high altitude areas can disperse the tension of the photovoltaic panels when they are subjected to wind loads, with the pull rope 201 being fixed by the fixing seat 202 to pull the load-bearing beam 101 and the second pillar 203 providing auxiliary tension. The load-bearing beam 101 is not easily deformed by the photovoltaic panels being affected by wind and rain, thus preventing the photovoltaic strings from deforming and collapsing, and increasing the overall stability.

[0055] Importantly, it should be noted that the construction and arrangement of the present application shown in a plurality of different exemplary embodiments are only exemplary. Although only a few embodiments are described in detail in this disclosure, it should be readily understood by those who refer to this disclosure that many modifications are possible (e.g., the size, scale, structure, shape and proportion of various elements, as well as parameter values ​​(e.g., temperature, pressure, etc.), mounting arrangements, use of materials, color, directional changes, etc.) without substantially departing from the novel teachings and advantages of the subject matter described in the application. For example, the element shown as integrally formed can be composed of multiple parts or elements, the position of the element can be inverted or otherwise changed, and the nature or number or position of the discrete element can be changed or changed. Therefore, all such modifications are intended to be included in the scope of the present invention. The order or sequence of any process or method steps can be changed or reordered according to alternative embodiments. In the claims, any "device plus function" clause is intended to cover the structure described herein that performs the function, and is not only structurally equivalent but also equivalent structure. Without departing from the scope of the present invention, other replacements, modifications, changes and omissions can be made in the design, operating conditions and arrangement of the exemplary embodiments. Therefore, the invention is not limited to a specific embodiment, but extends to numerous modifications still falling within the scope of the appended claims.

[0056] Additionally, in order to provide a concise description of exemplary embodiments, all features of an actual embodiment (ie, those features that are not relevant to the best mode presently contemplated for carrying out the invention or those that are not relevant to implementing the invention) may not be described.

[0057] It will be appreciated that in the development of any actual implementation, as in any engineering or design project, numerous implementation-specific decisions may be made. Such a development effort may be complex and time-consuming, but will be a routine task of design, fabrication, and production for those of ordinary skill having the benefit of this disclosure without undue experimentation.

[0058] It should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention rather than to limit it. Although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the present invention may be modified or replaced by equivalents without departing from the spirit and scope of the technical solutions of the present invention, which should all be included in the scope of the claims of the present invention.

Claims

1. A fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas, characterized in that: include: The support unit (100) comprises a load-bearing beam (101), a first support column (102) arranged to connect the load-bearing beam (101) with the ground, a support rod (103) arranged between the first support column (102) and the load-bearing beam (101), and a connecting piece (104) arranged at the connection between the first support column (102) and the load-bearing beam (101); The fixing unit (200) comprises a pull rope (201), one end of the pull rope (201) is fixedly connected to the outer wall of the load-bearing beam (101), one end of the pull rope (201) is connected to the outer wall of a fixing seat (202), the fixing seat (202) is fixed to the ground, the load-bearing beam (101) is connected to a second pillar (203), and the second pillar (203) is connected to the ground.

2. The fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas according to claim 1, characterized in that: A crossbeam (105) is fixedly connected to the surface of one side of the load-bearing beam (101) away from the first pillar (102), and a photovoltaic panel (106) is provided on the outer wall of the crossbeam (105) on the side of the load-bearing beam (101) away from the first pillar (102).

3. The fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas as claimed in claim 2, characterized in that: A pressure piece (106a) is provided at the edge of the photovoltaic panel (106), and the pressure piece (106a) can wrap around a portion of the edge of the photovoltaic panel (106), and one end of the pressure piece (106a) is fixedly connected to the crossbeam (105).

4. The fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas as claimed in claim 3, characterized in that: The load-bearing beam (101) has a certain angle with the ground.

5. The fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas as claimed in claim 4, characterized in that: The pull rope (201) is a stainless steel wire.

6. The fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas as claimed in claim 5, characterized in that: A first elastic member (202a) is provided on the outer wall of the connection between the pull rope (201) and the fixing seat (202).

7. The fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas as claimed in claim 6, characterized in that: A plurality of support rods (103) are provided between the first support column (102) and the load-bearing beam (101).

8. The fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas as claimed in claim 7, characterized in that: A plurality of the pull ropes (201) are provided between the load-bearing beam (101) and the ground, and the number of the fixing seats (202) is the same as the pull ropes (201).

9. The fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas as claimed in claim 8, characterized in that: An intermediate connecting piece (103a) is provided at the connection between the support rod (103) and the first pillar (102); a base (203a) is provided between the second pillar (203) and the ground; the base (203a) is fixedly connected to the ground; and the second pillar (203) is fixedly connected to the base (203a).

10. A process for installing a fixing mechanism for photovoltaic strings for disaster prevention in high altitude areas, characterized in that The process comprises a fixing mechanism for disaster prevention of photovoltaic strings in high altitude areas as described in any one of claims 1 to 9, and one end of the first pillar (102) is fixedly installed and inserted into the ground, a connecting piece (104) is installed at the end of the first pillar (102) away from the ground by bolts, and a load-bearing beam (101) is installed at the end of the connecting piece (104) away from the first pillar (102) by bolts, an intermediate connecting piece (103a) is welded to the part of the first pillar (102) above the ground, two ends of the support rod (103) are respectively bolted to the intermediate connecting piece (103a) and the load-bearing beam (101), a cross beam (105) is installed on the side of the load-bearing beam (101) away from the ground by bolts, and a pressure piece (106a) is connected to the cross beam (105). The beam (105) is bolted, the pressure piece (106a) is fixedly connected with the edge bolts of the photovoltaic panel (106), wire clamps are provided at both ends of the load-bearing beam (101) and at the connection between the fixing seat (202) and the pull rope (201), a first elastic piece (202a) is fixedly provided between the wire clamp on the fixing seat (202) and the fixing seat (202), the pull rope (201) is fixed by the load-bearing beam (101) and the wire clamp on the fixing seat (202), a hole for accommodating the base (203a) is first drilled in the ground, the base (203a) is placed in the drill hole and fixed, one end of the second pillar (203) is bolted to the outer wall of the load-bearing beam (101), and the other end of the second pillar (203) not connected to the load-bearing beam (101) is bolted to the base (203a).