Flexible support with conversion supporting structure

Abstract

The utility model discloses a flexible support with a conversion supporting structure, which comprises a triangular pull rod structure formed by a first pull rod, a second pull rod and a steel beam, and the first pull rod and the second pull rod form a bottom vertex of the triangular pull rod structure at the bottom and are connected with a foundation; the first pressing rod, the second pressing rod and the steel beam form a triangular pressure-bearing structure, and the first pressing rod and the second pressing rod form the bottom vertex of the triangular pressure-bearing structure at the bottom and are connected with a foundation. The two upper vertexes of the triangular pull rod structure and the two upper vertexes of the triangular pressure-bearing structure converge together on the steel beam to form a node area, the steel strand is fixed to the steel beam, and upper loads are transmitted to a foundation through the triangular pull rod structure and the triangular pressure-bearing structure to form a conversion supporting structure. According to the structure, the force transmission path is clear, stress is reliable, the landing number of end foundations can be effectively reduced by adopting the conversion supporting structure, the distance between end landing supports is increased, the application scene of the flexible support is expanded, and the market competitiveness is improved.

Description

Technical Field

[0001] This utility model relates to the field of photovoltaic module technology, and in particular to a flexible support with a conversion support structure. Background Technology

[0002] In recent years, flexible support technology has developed rapidly, market competition has intensified, and the application scenarios for flexible supports have expanded to include fishery-solar hybrid systems, agriculture-solar hybrid systems, forestry-solar hybrid systems, mountain photovoltaic systems, sewage treatment plants, parking lots, and even the Gobi Desert. Based on the stress characteristics of flexible supports, the end supports and their treatment are particularly important and crucial to the success of the technology. However, in some special scenarios, such as roads, dams, ditches, and factory passageways, where end space is limited, how to apply flexible support technology to build photovoltaic power plants and expand its application scenarios is an urgent problem to be solved. Summary of the Invention

[0003] The purpose of this invention is to provide a flexible support with a conversion support structure. This structure has a clear force transmission path and reliable force distribution. The conversion support structure can effectively reduce the number of end foundations, increase the spacing of end support, expand the application scenarios of the flexible support, and greatly improve market competitiveness.

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

[0005] A flexible support structure with a transfer support structure includes a first tie rod, a second tie rod, and a steel beam forming a triangular tie rod structure. The first and second tie rods form the bottom vertices of the triangular tie rod structure, and the bottom vertices of the triangular tie rod structure are connected to the foundation. A first compression rod, a second compression rod, and a steel beam form a triangular bearing structure. The first and second compression rods form the bottom vertices of the triangular bearing structure, and the bottom vertices of the triangular bearing structure are connected to the foundation. The two upper vertices of the triangular tie rod structure and the two upper vertices of the triangular bearing structure converge on the longitudinal steel beam to form a node domain. Steel strands are fixed to the longitudinal steel beam. The upper load is transferred to the foundation through the triangular tie rod structure and the triangular bearing structure, forming a transfer support structure.

[0006] The preferred technical solution provided by this utility model is as follows:

[0007] The first and second tie rods form a triangular tie rod structure at the bottom, with their apexes meeting at the bottom and sharing a common pull-out foundation.

[0008] Another preferred technical solution provided by this utility model is:

[0009] The first and second compression rods form a triangular tie rod structure at the bottom, where the bottom vertices meet and they share a common compressive foundation.

[0010] Another preferred technical solution provided by this utility model is:

[0011] The first tie rod and the first compression rod, as well as the second tie rod and the second compression rod, converge at the node domain of the steel beam.

[0012] The further preferred technical solution provided by this utility model is as follows:

[0013] The cross-section of the No. 1 tie rod, No. 2 tie rod, No. 1 compression rod, No. 2 compression rod, and steel beam is one of the following: steel pipe, square pipe, and H-beam.

[0014] The beneficial effects of this utility model are: the force transmission path of this utility model is clear and the force is reliable. The use of the conversion support structure can effectively reduce the number of end foundations, increase the spacing of the end support, expand the application scenarios of the flexible support, and greatly improve market competitiveness. Attached Figure Description

[0015] Figure 1 This is a spatial schematic diagram of the present invention;

[0016] In the diagram: 1. Triangular tie rod structure, 11. Tie rod No. 1, 12. Tie rod No. 2, 2. Triangular bearing structure, 21. Compression rod No. 1, 12. Compression rod No. 2, 3. Steel beam, 4. Steel strand. Detailed Implementation

[0017] The technical solutions in the embodiments of this utility model will now be clearly and completely described with reference to the accompanying drawings.

[0018] like Figure 1 As shown, this utility model discloses a flexible support with a conversion support structure, comprising a first tie rod 11, a second tie rod 12, and a steel beam 3 forming a triangular tie rod structure 1. The first tie rod 11 and the second tie rod 12 form the bottom vertex of the triangular tie rod structure 1, and the bottom vertex of the triangular tie rod structure 1 is connected to the foundation; a first pressure rod 21, a second pressure rod 22, and the steel beam 3 form a triangular pressure-bearing structure 2. The first pressure rod 21 and the second pressure rod 22 form the bottom vertex of the triangular pressure-bearing structure 2, and the bottom vertex of the triangular pressure-bearing structure 2 is connected to the foundation.

[0019] The two upper vertices of the triangular tie rod structure 1 and the two upper vertices of the triangular bearing structure 2 converge on the longitudinal steel beam 3 to form a node domain. The steel strand 4 is fixed on the longitudinal steel beam 3. The upper load is transferred to the foundation through the triangular tie rod structure 1 and the triangular bearing structure 2 to form a transfer support structure.

[0020] Specifically, the first tie rod 11 and the second tie rod 12 form a triangular tie rod structure at the bottom, with their bottom vertices converging at the bottom, sharing a common pull-out foundation. Similarly, the first compression rod 21 and the second compression rod 22 form a triangular tie rod structure at the bottom, with their bottom vertices converging at the bottom, sharing a common compression foundation.

[0021] The first tie rod 11 and the first compression rod 21, as well as the second tie rod 12 and the second compression rod 22, converge at the node domain of the longitudinal steel beam 3.

[0022] The profile sections of the first tie rod 11, the second tie rod 12, the first compression rod 21, the second compression rod 22, and the longitudinal steel beam 3 can be selected from steel pipe, square tube, and H-beam.

[0023] This utility model has a clear force transmission path and reliable force distribution. The use of a conversion support structure can effectively reduce the number of end foundations, increase the spacing of end support, expand the application scenarios of flexible supports, and greatly improve market competitiveness.

[0024] The specific construction and application method of this utility model is as follows:

[0025] First, fix the bottom vertices of the triangular tie rod structure and the triangular bearing structure to the foundation. Then, connect the two upper vertices of the triangular tie rod structure and the triangular bearing structure to the node domains on the steel beam to form a transfer support structure.

[0026] Then the steel strands are fixed to the longitudinal steel beams, and the photovoltaic panels are placed on the steel strands.

[0027] The described embodiments are merely some, not all, of the embodiments of this utility model. All other embodiments obtained by those skilled in the art based on the embodiments of this utility model without inventive effort are within the scope of protection of this utility model.

Claims

1. A flexible stent having a transition support structure, characterized by, The structure comprises a triangular tie rod structure formed by tie rod 1, tie rod 2, and steel beams, with tie rod 1 and tie rod 2 forming the bottom vertices of the triangular tie rod structure, which are connected to the foundation. A triangular bearing structure is formed by compression rod 1, compression rod 2, and steel beams, with compression rod 1 and compression rod 2 forming the bottom vertices of the triangular bearing structure, which are also connected to the foundation. The two top vertices of the triangular tie rod structure and the two top vertices of the triangular bearing structure converge on the longitudinal steel beams, forming a node area. Steel strands are fixed to the longitudinal steel beams. The upper load is transferred to the foundation through the triangular tie rod structure and the triangular bearing structure, forming a transfer support structure.

2. The flexible stent having a transition support structure of claim 1, wherein, The first and second tie rods form a triangular tie rod structure at the bottom, with their apexes meeting at the bottom and sharing a common pull-out foundation.

3. The flexible stent having a transition support structure of claim 1, wherein, The first and second compression rods form a triangular tie rod structure at the bottom, where the bottom vertices meet and they share a common compressive foundation.

4. The flexible stent having a transition support structure of claim 1 or 2, wherein, The first tie rod and the first compression rod, as well as the second tie rod and the second compression rod, converge at the node domain of the steel beam.

5. A flexible stent having a transition support structure as in claim 4, wherein, The cross-section of the No. 1 tie rod, No. 2 tie rod, No. 1 compression rod, No. 2 compression rod, and steel beam is one of the following: steel pipe, square pipe, and H-beam.

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