Abstract: In order to solve the problem of roof distributed photovoltaic in some thin plates and buildings with high requirements for cracks, this paper proposes to add a transfer beam under the photovoltaic support column and place the foundation pier on the primary and secondary.
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Compared with the prior art, the support beam can effectively reduce bending deformation of a center area of the solar photovoltaic module, improves pressure resistance performance of the area, and is simple and compact in structure.
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s have been proposed to replace traditional beam-supported PV modules. The new system uses suspension cables to bear the loads of the PV modules and therefore has the characteristics of a long span, ight weight,strong load capacity,and adaptability to complex terrains.
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ent energy storage zoning standards adopted by local j y grid and the economics of the PV and energy distribution systems. Integration issues need to be addr.
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