Regarding how to handle the gap in the friction-type connection plates of high-strength bolts

2021-09-18View Original

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Dear Haihao friends! In the factory building of my project, the gusset beams have suffered welding-induced deformation; the gaps between the friction joints are quite large, and the contact area does not reach 70% of the value required by the standards. What is the best way to address this issue?

Reply #22021-09-18

We welcome experienced individuals to share their valuable insights; thank you very much!

Reply #32021-09-18

Increase the steel plate thickness to reduce welding deformation!

Reply #42021-09-19

All the I-beams have now been prefabricated and welded, and there is no time allowed for replacing the steel plates

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Regarding how to handle the gap in the friction-type connection plates of high-strength bolts

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