This invention discloses a method for improving the
crack resistance of ultra-
high performance concrete structures, relating to the field of concrete materials. The invention involves bonding
polylactic acid (PLA) fibers and
metal fibers with
polyurethane adhesive to form a composite
fiber.
After treatment with
polyurethane adhesive, the composite
fiber forms a three-dimensional support network, which is alternately laid with a fine
slag layer to form a gradient structure, effectively inhibiting the
initiation and propagation of microcracks. The cementitious
system, combined with composite admixtures, reduces the heat of hydration, and the micropores of the fine
slag buffer shrinkage stress, significantly reducing
shrinkage cracking. The self-healing microcapsules loaded with fine
slag are uniformly dispersed, releasing a repair agent when cracks occur, rapidly healing microcracks, significantly restoring mechanical properties and impermeability, and improving durability. Furthermore, under the alkali-activated effect during the PLA
fiber curing process, the fine slag can bond tightly with the composite fiber, achieving a synergistic "crack prevention-repair" effect, adapting to the construction of complex components, reducing material costs, shortening the curing cycle, and significantly reducing the total life-cycle cost.