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Photovoltaic panel transverse joint waterproof groove

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In this study, two joint designs for PIPVT unit structure are proposed, namely, the dowel bar joint design and the tongue-and-groove joint design. The vertical deformation of

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Photovoltaic panel transverse joint waterproof groove [PDF]

6 FAQs about [Photovoltaic panel transverse joint waterproof groove]

What is pipvt unit joint design for photovoltaic/thermal integrated pavement?

In order to fill this research gap, in this study, two different PIPVT unit joint designs for photovoltaic/thermal integrated pavement (PIPVT) are proposed, namely, dowel bar joint design and tongue-and-groove joint design. The load transfer capacity of the two joint designs is compared and analysed by ABAQUS simulation.

Does a dowel bar joint design have a transverse load transfer capacity?

In addition, the transverse distribution of the deformation cloud diagram is relatively uniform, which predicts that the transverse load transfer capacity of the dowel bar joint design is better than longitudinal one.

Is tongue-and-groove joint design better than traditional joint design?

For PIPVT unit structure, the load transfer capacity of the tongue-and-groove joint design is better than the traditional joint design of the dowel bar, and the load transfer coefficient is as high as 88.9%. It is recommended to use tongue-and-groove joint design in consideration of the joint load transfer capacity and construction difficulty;

Which joint design is best for pipvt unit?

Two joint designs were proposed and their load transfer capacity were compared. The most unfavourable load position of the two joint designs was determined. Load transfer coefficient of the dowel bar and tongue-and-groove are 83.8%, 91.5%. It is recommended to use the tongue-and-groove joint design for PIPVT unit.

How does tongue-and-groove joint design affect load transfer capability?

Similarly, when the tongue-and-groove joint design was adopted, in order to more accurately evaluate its load transfer capability, the vertical deformation curves of the loaded tempered glass plate and the adjacent unloaded tempered glass plate according to the created paths are shown in Fig. 11. Fig. 11.

What is the joint design of pipvt hollow unit structure?

Therefore, in this study, the joint design of the PIPVT hollow unit structure was carried out. With reference to cement concrete pavement, the joint can be mainly classified as dowel bar, tongue-and-groove joint and aggregate interlocking joint (Kim et al., 2018; Li et al., 2017; Maitra et al., 2019 ).

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