Why should the back of the steel sheet pile cofferdam be pumped after the construction of the pile cap?
Loading and unloading steel sheet piles should be operated by two points lifting method. The number of steel pile piles should not be too many at any time, and attention should be paid to the protection of the locking hole to avoid damage.
The appearance of surface defects of steel sheet pile, length, width, thickness, end rectangle ratio, flatness and lock shape content of inspection, do not meet the requirements of steel sheet pile is corrected, in order to reduce the difficulties in piling process.
According to the construction schedule or on-site organization of steel sheet pile of entry, to ensure the construction of steel sheet pile to meet the schedule requirements, stacking position of steel sheet pile according to the construction requirements and site conditions along the support line dispersed stacked, stacked together to avoid concentration caused by the two handling.
