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Effects of MgO Expansive Agent and Steel Fiber on Crack Resistance of a Bridge Deck

机译:MgO膨胀剂和钢纤维对桥甲板抗裂性的影响

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摘要

To prevent cracks caused by shrinkage of the deck of the Xiaoqing River Bridge, MgO concrete (MC) and steel fiber reinforced MgO concrete (SMC) were used. The deformation and strength of the deck were measured in the field, the resistance to chloride penetration of the concrete was measured in the laboratory, and the pore structure of the concrete was analyzed by a mercury intrusion porosimeter (MIP). The results showed that the expansion caused by the hydration of MgO could suppress the shrinkage of the bridge deck, and the deformation of the deck changed from −88.3 × 10 to 24.9 × 10 , effectively preventing shrinkage cracks. At the same time, due to the restriction of the expansion of MgO by the steel bars, the expansion of the bridge deck in the later stage gradually stabilized, and no harmful expansion was produced. When steel fiber and MgO were used at the same time, the three-dimensional distribution of steel fiber further limited the expansion of MgO. The hydration expansion of MgO in confined space reduced the porosity of concrete, optimized the pore structure, and improved the strength and durability of concrete. The research on the performance of concrete in the in-situ test section showed that MgO and steel fiber were safe for the bridge deck, which not only solved the problem of shrinkage cracking of the bridge deck but also further improved the mechanical properties of the bridge deck.
机译:为了防止由小青桥梁甲板的收缩引起的裂缝,使用MgO混凝土(MC)和钢纤维增强MgO混凝土(SMC)。在该领域测量甲板的变形和强度,在实验室中测量了混凝土的氯化物渗透的抗性,并通过汞侵入孔隙率计(MIP)分析了混凝土的孔隙结构。结果表明,由MgO水合的水化引起的膨胀可以抑制桥甲板的收缩,并且甲板的变形从-88.3×10到24.9×10变为24.9×10,有效地防止收缩裂缝。同时,由于钢筋限制了MgO的扩展,桥甲板在后期逐渐稳定的膨胀,没有产生有害的扩张。当同时使用钢纤维和MgO时,钢纤维的三维分布进一步限制了MgO的膨胀。 MgO在密闭空间中的水合膨胀降低了混凝土的孔隙率,优化了孔隙结构,提高了混凝土的强度和耐久性。关于原型试验部分中混凝土性能的研究表明,MgO和钢纤维对桥甲板安全,这不仅解决了桥式甲板的收缩裂缝问题,而且还进一步改善了桥梁的机械性能。甲板。

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