苏州混凝土水泥制品研究院有限公司

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发布时间:2020-01-06 00:00:00
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施工技术研究

地铁车站大体积混凝土温控抗裂防渗性能研究
地铁车站大体积混凝土温控抗裂防渗性能研究
  • 王德民1,谷亚军2,郭耀雄2,柏严松3,梁磊涛3,朱国军1,李治祥1
2024年第5期
摘要
引用本文
摘   要:以苏州某超长地铁车站大体积混凝土工程为依托,研究了温控型钙镁复合膨胀剂对大体积混凝土抗裂防渗性能的影响,分析了大体积混凝土结构不同部位内部温度及应变随时间的变化规律。结果表明:掺入膨胀剂后,大体积混凝土不同部位的抗裂防渗能力大小为基础底板>基础顶板>负一层外墙>负二层外墙;基础顶板温度修正后的应变值大小为上表面>下表面>中心;膨胀剂具有调控水泥水化放热速率和微膨胀补偿收缩的双重作用,可有效提高超长地铁车站大体积混凝土的抗裂防渗性能。 Abstract: Based on the mass concrete project of a super long subway station in Suzhou, the influence of temperature-controlled calcium-magnesium composite expansion agent on anti-cracking and anti-seepage property of mass concrete was studied, and the variation rules of internal temperature and strain with time in different parts of mass concrete structure were analyzed. The results show that after adding the expansion agent, the ability of anti-cracking and anti-seepage of different parts of the mass concrete is foundation slab > foundation roof > negative first-layer external wall > negative second-layer external wall. The strain value after temperature correction of the foundation roof is the upper surface > bottom surface > center. The expansion agent has the dual role of regulating the rate of cement hydration heat release and compensating for micro expansion shrinkage, and it can effectively improve the anti-cracking and anti-seepage property of the mass concrete in super long subway station.
王德民,谷亚军,郭耀雄,等.地铁车站大体积混凝土温控抗裂防渗性能研究[J].混凝土与水泥制品,2024(5):86-89,93. WANG D M,GU Y J,GUO Y X,et al.Research on temperature-controlled anti-cracking and anti-seepage property of mass concrete in subway stations[J].China Concrete and Cement Products,2024(5):86-89,93.
成达万高铁资阳沱江大桥C60高抗裂主塔混凝土的研究
成达万高铁资阳沱江大桥C60高抗裂主塔混凝土的研究
  • 罗德立
2024年第5期
摘要
引用本文
摘   要:为了解决成达万高铁资阳沱江大桥C60主塔混凝土高空养护作业难、开裂风险高等问题,通过单掺降黏剂、复掺降黏剂和抗裂剂对C60主塔混凝土的配合比进行了优化设计。结果表明:与基准组相比,单掺降黏剂、复掺降黏剂和抗裂剂均可改善混凝土的孔结构,降低孔隙率、干燥收缩和绝热温升,提高混凝土的抗裂性;与单掺降黏剂相比,复掺降黏剂和抗裂剂对混凝土的抗压强度略有不利,但仍满足设计要求,且对温度裂缝的抑制效果略差。 Abstract: In order to solve the problems of difficult high-altitude curing operation and high cracking risk of C60 main tower concrete of Ziyang Tuojiang Bridge of Chengdu-Dazhou-Wanzhou high-speed railway, the mix proportions of C60 main tower concrete was optimized by adding single viscosity reducer, compound viscosity reducer and anti-cracking agent. The results show that compared with the benchmark group, single addition of viscosity reducer, and compound addition of viscosity reducer and anti-cracking agent can improve the pore structure of concrete, reduce porosity, drying shrinkage and adiabatic temperature rise, and improve the crack resistance of concrete. Compared with single addition of viscosity reducer, compound addition of viscosity reducer and anti-cracking agent has a slightly unfavorable effect on the compressive strength of concrete, but still meets the design requirements and has a slightly poorer inhibition effect on the temperature cracks.
罗德立.成达万高铁资阳沱江大桥C60高抗裂主塔混凝土的研究[J].混凝土与水泥制品,2024(5):90-93. LUO D L.Study on the C60 high crack resistance main tower concrete of Ziyang Tuojiang Bridge of Chengdu-Dazhou-Wanzhou high-speed railway[J].China Concrete and Cement Products,2024(5):90-93.
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