岩土与地下工程 2026年 第卷 第03期

DOI: 10.7672 / sgjs2026030127

基于电固化的桩基混凝土养护控温效果研究

曾根生¹,刘翔云²,蒲凡²,王凯平³,夏银飞³,毛江鸿³,刘烨³

作者简介:

曾根生,高级工程师,E-mail:369190264@ qq. com

作者单位:

1.南方电网能源发展研究院有限责任公司,广东广州 510663; 2.中国电力工程顾问集团西南电力设计院有限公司,四川成都 500643; 3.四川大学建筑与环境学院,四川成都 610065

基金项目:

∗国家自然科学基金( 52378172 );四川省自然科学基金(2025ZNSFSC0418)

摘要:

桩基混凝土内部中心区域水化放热高、温升大,而外部边缘区与外界环境直接传热,散热效率高、温升小,导致内外温差较大,易引发温度裂缝。传统养护方法难以精准控制混凝土内外温差且能耗较高,为此提出基于三相电的混凝土电固化控温技术,并开展高 950mm、直径 1200mm 桩基电固化试验。研究结果表明,电固化可将混凝土内外温差控制在±2℃以内,有效抑制了温度裂缝的形成;电固化 3d 混凝土强度达 29.4MPa,表明电固化技术在工程应用上具有实际可行性;三相电使零线端电流输出降至 0.4A,3d 电固化用电量仅为 6.12kW·h,较传统蒸汽养护方法节能减排。

English:

The inner core region of pile foundation concrete exhibits high heat release from hydration andsignificant temperature rise,while the outer edge zone directly exchanges heat with the externalenvironment, resulting in high heat dissipation efficiency and minor temperature rise. This leads to alarge temperature difference between the interior and exterior of concrete,which is prone to inducetemperature cracks. Traditional curing methods struggle to precisely control the temperature differencebetween the interior and exterior of concrete and have high energy consumption. Thus, this paperproposes a temperature control electric curing technology for concrete based on three-phase electricity,and conducted electric curing tests on the pile foundation with a height of 950mm and a diameter of1200mm. The research results show that electric curing can control the temperature difference betweenthe interior and exterior of concrete within ± 2℃, effectively inhibiting the formation of temperaturecracks. After 3d of electric curing, the concrete strength reaches 29.4MPa, indicating that electriccuring technology has practical feasibility in engineering applications. Three-phase electricity reduces theneutral line current output to 0.4A, and the energy consumption for 3d of electric curing is only6.12kW·h, achieving significant energy conservation and emission reduction compared with traditionalsteam curing methods.