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发布时间:2020-01-06 00:00:00
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施工技术研究

明挖隧道工程大体积混凝土防裂抗渗性能研究
明挖隧道工程大体积混凝土防裂抗渗性能研究
  • 王德民1,朱 宇2,张蔚斌2,朱国军1,牛 瑞3,舒震林1,张 港1
2024年第6期
摘要
引用本文
摘   要:为了研究采用SY-COM高性能纤维防裂抗渗复合材料(以下简称SY-COM复合材料)所配制的混凝土的防裂抗渗效果,对其力学、抗渗、抗裂等性能进行了测试,并依托某明挖隧道工程,监测了掺SY-COM复合材料大体积混凝土的内部温度和微应变随时间的变化规律。结果表明:与基准组相比,掺SY-COM复合材料混凝土的抗压、劈裂抗拉和抗折强度均有所提高,抗渗等级由P8提高至P12;掺SY-COM复合材料大体积混凝土的早期温降收缩量较小,早期开裂风险较低,防裂抗渗效果较好。 Abstract: In order to study the anti-cracking and anti-seepage effect of concrete prepared with SY-COM high-performance fiber and anti-cracking and anti-seepage composite material (SY-COM composite material), the mechanical, anti-seepage, anti-cracking and other properties were tested. Based on a certain open-cut tunnel engineering, the internal temperature and microstrain of mass concrete mixed with SY-COM composite material were monitored over time. The results show that compared with the benchmark group, the compressive, splitting tensile, and flexural strength of concrete mixed with SY-COM composite material are improved, and the impermeability level is increased from P8 to P12. The early temperature drop shrinkage of mass concrete mixed with SY-COM composite material is relatively small, the risk of early cracking is low, and the anti-cracking and anti-seepage effect is good.
王德民,朱宇,张蔚斌,等.明挖隧道工程大体积混凝土防裂抗渗性能研究[J].混凝土与水泥制品,2024(6):83-86,93. WANG D M,ZHU Y,ZHANG W B,et al.Research on anti-cracking and anti-seepage performance of mass concrete in open-cut tunnel engineering[J].China Concrete and Cement Products,2024(6):83-86,93.
连续刚构-钢管混凝土拱桥0号块水化热及有限元模拟分析
连续刚构-钢管混凝土拱桥0号块水化热及有限元模拟分析
  • 白秀峰
2024年第6期
摘要
引用本文
摘   要:为了研究单箱双室箱梁浇筑时的混凝土水化热分布,以某新建高速铁路高墩大跨连续刚构-钢管混凝土拱桥为研究背景,建立了该桥0号块实体有限元模型,并考虑了温度对混凝土水化速率的影响。结果表明:随着温度的升高,混凝土的水化反应速率加快,强度增长速率提高;混凝土水化过程中的温度变化规律总体表现为先呈抛物线式上升,再保持高温持平状态,最后温度缓慢降低;0号块箱梁在夏季高温施工时,通过合理控制入模温度、适当增加粉煤灰掺量和延长养护时间可有效抑制温度裂缝的产生。 Abstract: In order to study the distribution of concrete hydration heat during the pouring of single box and double chamber box girders, a solid finite element model of the 0# block of a newly built high-speed railway high pier and large-span continuous rigid frame-steel tube concrete arch bridge was established, and the influence of temperature on concrete hydration rate was considered. The results show that as the temperature increases, the hydration reaction rate of concrete accelerates, and the strength growth increases. The overall temperature variation pattern during the hydration process of concrete shows a parabolic rise, followed by a high temperature plateau, and finally a slow decrease in temperature. During high temperature construction in summer, controlling the molding temperature reasonably and increasing the fly ash content and extending the curing time appropriately can effectively suppress the occurrence of temperature cracks in the 0# block box girder.
白秀峰.连续刚构-钢管混凝土拱桥0号块水化热及有限元模拟分析[J].混凝土与水泥制品,2024(6):87-93. BAI X F.Analysis of hydration heat and finite element simulation of 0# block of continuous rigid frame-steel tube concrete arch bridge[J].China Concrete and Cement Products,2024(6):87-93.
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