| 摘要 |
PURPOSE:To reduce eccentricity by increasing bearing forces of a reinforced concrete foundation by constructing a reinforced concrete foundation consisting of a number of base piles constructed adjacently and reinforced concrete connecting the upper parts of the piles. CONSTITUTION:A cylindrical reinforcing bar cage 6 consisting of vertical beams 4 and ring beams 5 is set adjacently in the excavated ground, and concrete 7 is placed to continuously construct a number of reinforced concrete foundation piles 8. The concrete 7 is further placed to form a reinforced concrete foundation consisting of the piles 8 and a continuous reinforces concrete base 11 connecting the upper parts of the piles 8. Reinforcing bars for columns and base beams are set after the bar arrangement of the lower grid bar unit 9. An increase in bearing force, reduction of eccentricity, and enhancement of workability can thus be attained.
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