Steel to precast connections (Ferrule)

Steel detailers play a crucial role in ensuring that connections between precast & steel are both practical and efficient. In this blog, I’ll share my experience with the challenges I faced in steel-to-precast connections.

Design

The design specified two ferrules on both sides of a precast wall. However, following this design may leads to clash between the ferrules.


The Proposed Solution

To address this, I suggested using a CHS (Circular Hollow Section) conduit. This approach would allow a single bolt to be used for both sides of the connection, ensuring proper alignment .(Providing ferrules at a different location will not be feasible as we do not have sufficient edge distance)


The Outcome

The structural engineer approved the proposal but recommended an alternative solution: double-ended ferrules. The query is now with the builder to decide which method suits their construction process best.

Key Takeaways

  • Understanding Precast Connections: Detailers should be aware of connection requirements and potential issues like concrete cover.
  • Collaboration is Key: Engaging with engineers and builders ensures practical solutions are implemented.
  • Flexibility Matters: Proposing alternatives opens the door to more efficient and cost-effective outcomes.


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