This invention relates to the field of building
engineering technology, specifically to a non-vibration
pressure grouting construction method for tall steel-concrete composite columns. S1: Grouting holes are opened at the bottom of the steel-concrete column, and vent holes are opened at the top. S2: A grouting connection structure is installed, and a grouting connection
pipe is welded at an
acute angle to the column axis and extends into the column. A
check valve is installed on the
pipe, and reinforcing ribs are welded between the
pipe and the column. S3:
Pressure grouting is performed from the compacted concrete until it overflows from the vent holes. S4: After the concrete has settled naturally, secondary grouting is performed until it overflows from the vent holes again. S5: The
check valve is closed to prevent
backflow. S6: The grouting holes are sealed after the concrete reaches 70% of its design strength. This invention, through a grouting connection structure with a
check valve and reinforcing ribs, combined with a secondary grouting process, systematically solves the problems of concrete
backflow, insufficient compaction at the top of the column, and easy damage to the connection structure during the initial jacking process of ultra-high-rise buildings. It significantly improves construction quality, safety, and efficiency, and is applicable to the construction of tall steel-concrete composite columns in industrial and civil buildings.