超速凝磷酸镁水泥涂层新型喷射工艺及裂缝修复性能研究OA
New Spraying Construction and Crack Repair Performance of Ultra-Rapid Setting Magnesium Phosphate Cement Coating
针对磷酸镁水泥(MPC)在无缓凝剂条件下凝结硬化过快导致的施工难题,本研究采用混搅喷一体式新型喷射技术进行超速凝MPC涂层的机械化施工,有效解决了速凝水泥涂层喷射施工瓶颈,降低原材料成本.基于此,本文重点研究了喷射超速凝MPC涂层对混凝土基体抗氯离子渗透性能的影响规律,并评估超速凝MPC涂层对裂缝砂浆构件力学性能及抗氯离子渗透性能的提升效果.结果表明:经90 d海水浸泡后,0~<5 mm涂层混凝土氯离子含量较无涂层混凝土显著降低24.8%(质量分数),抗氯离子渗透性能得到有效提升;氯离子在涂层混凝土中的渗透行为服从随结构深度增加而递减的变化规律;在0~<5 mm深度,氯离子含量随海水浸泡龄期增长而增加,且逐渐趋于饱和,在454 d时达到饱和,含量为0.193%;经涂层修复后的裂缝混凝土构件28 d抗折强度提升131.3%,0~<5 mm氯离子含量降低12.9%.本研究为喷射超速凝MPC涂层在海洋环境混凝土结构防护与修复加固工程中的应用提供理论依据.
Aiming at the construction problem caused by the rapid setting and hardening of magnesium phosphate cement(MPC)under the condition of no retarder,this study adopted the new mixing-stirring-spraying integrated spraying construction to carry out the mechanized construction of ultra-rapid setting MPC coating,which effectively solved the bottleneck of jet construction of rapid setting cement coating and reduced the cost of raw materials.Based on this,this paper focused on the influence of spraying ultra-rapid MPC coating on the chloride ion penetration resistance of concrete matrix,and evaluated the improvement effect of ultra-rapid MPC coating on the mechanical properties and chloride ion penetration resistance of cracked mortar members.The results show that after 90 d seawater immersion,the chloride ion content of coated concrete in the depth 0~<5 mm is significantly reduced by 24.8%(mass fraction)compared with that of uncoated concrete,and the chloride ion penetration resistance is effectively improved.The permeability behavior of chloride ion in coated concrete obeys the law of decreasing with the increase of structural depth.In the depth 0~<5 mm,the chloride ion content increases with the increase of seawater immersion age,and gradually tends to be saturated,reaching saturation at 454 d,and the content is 0.193%.The 28 d flexural strength of the cracked concrete members after coating repair is increased by 131.3%,and the chloride ion content in the depth 0~<5 mm is reduced by 12.9%.This study provides a theoretical basis for the application of spraying ultra-rapid MPC coating in the protection,repair and reinforcement of concrete structures in marine environment.
喻秋淳;李尉;梁云;邓永杰;黄汉涵;李维红;李栋伟
大连大学建筑工程学院,大连 116622||大连大学复杂结构系统灾害预测与防治辽宁省重点实验室,大连 116622大连大学建筑工程学院,大连 116622||大连大学复杂结构系统灾害预测与防治辽宁省重点实验室,大连 116622大连大学建筑工程学院,大连 116622||大连大学复杂结构系统灾害预测与防治辽宁省重点实验室,大连 116622大连大学建筑工程学院,大连 116622||大连大学复杂结构系统灾害预测与防治辽宁省重点实验室,大连 116622大连大学建筑工程学院,大连 116622大连大学建筑工程学院,大连 116622||大连大学复杂结构系统灾害预测与防治辽宁省重点实验室,大连 116622||大连学庆铭锋数控技术有限公司,大连 116622大连大学建筑工程学院,大连 116622||大连大学复杂结构系统灾害预测与防治辽宁省重点实验室,大连 116622
建筑与水利
磷酸镁水泥涂层混搅喷一体式喷射超速凝抗折强度抗氯离子渗透性能裂缝修复
magnesium phosphate cement coatingmixing-stirring-spraying integrated sprayingultra-rapid settingflexural strengthchloride ion penetration resistancecrack repairing
《硅酸盐通报》 2026 (1)
21-29,9
辽宁省兴辽英才计划领军人才项目(XLYC2402027)大连大学学科建设专项(DLUXK-2025-FX-005)大连市重点科技研发项目(2023YF23WZ045)大学生创新创业训练计划项目(D202503182253360079)
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