Why is it not suitable to do precast construction and why is it forced to do precast construction
I recently received a detailed design task that only focuses on precast columns, which is somewhat similar to Huizhou architecture.
The roofs are all sloping roofs with a lot of height misalignment, and there are no interlayers.
If composite panels are used, it will definitely not meet the minimum assembly area of 70%.
Therefore, the original design only made precast columns, but it is also difficult to make columns due to large height differences.
Many places have double layered beams, so a large part of the columns need to be reserved.
Precast columns are also made in stairwells, which is not suitable for assembly, but there are assembly requirements.
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