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外包钢管的混凝土柱的泛碱分析与改善措施

Analysis and Improvement Measures for Efflorescence of Concrete Columns with Outsourced Steel Pipes

  • 摘要: 外包钢管混凝土柱的排气孔周边频发混凝土泛碱,碱析产物既腐蚀钢管又显著降低表观质量,目前国内对这种钢管-混凝土组合构件的泛碱防治研究较少。本文提出“选择低碱材料-添加矿物掺和料与降低水胶比-振捣密实与压光平整”的材料-配合比-工艺综合措施,并在实体构件中跟踪验证。通过研究提出了如下减少泛碱的措施:(1)严格控制骨料、水、外加剂中的硫酸盐、氯盐等有害盐分含量,选择低碱水泥,限制碱含量,对二级环境,碱含量低于3.0 kg/m3;(2)水胶比不大于0.45,配合使用减水剂,建议减水剂掺量为0.25%;(3)适当添加火山灰质、粉煤灰、磨细矿渣;(4)振捣密实混凝土,对钢管顶部敞开露出的混凝土,在初凝前初步整平,初凝至终凝间进行最终压光,尤其是钢管与混凝土之间圆形交界处要压光,以减少顶部混凝土固化收缩后开裂进水。以上措施使本文礼宾楼钢结构项目的泛碱明显减少,其中一次泛碱降低80%,二次泛碱基本不发生。材料-配合比-工艺一体化措施可显著抑制外包钢管混凝土柱泛碱,为钢管-混凝土组合构件的耐久性与外观质量控制提供了可行方案。

     

    Abstract: Concrete efflorescence frequently occurs around the exhaust vents of steel-encased concrete columns. The alkali-leached products not only corrode the steel pipes but also significantly reduce the apparent quality. Currently, there is limited research on the prevention and control of efflorescence in steel-concrete composite members in China. This paper proposes a comprehensive measure combining material selection, mix proportion, and construction process, which involves "selecting low-alkali materials, adding mineral admixtures and reducing the water-binder ratio, compacting and polishing the surface", and verifies it through tracking in physical components. Through research, the following measures to reduce efflorescence are proposed: (1) strictly controlling the content of harmful salts such as sulfate and chloride in aggregates, water, and admixtures, selecting low-alkali cement, limiting the alkali content, and ensuring it is below 3.0 kg/m3 for Class II environments; (2) maintaining a water-binder ratio of no more than 0.45, using a water reducer, and recommending a mixing ratio of 0.25%; (3) appropriately adding pozzolanic materials, fly ash, and ground slag; (4) vibrating and compacting the concrete densely, initially leveling the concrete exposed at the top of the steel pipe before initial set, and performing final troweling between initial and final sets, especially at the circular interface between the steel pipe and concrete, to reduce cracking and water ingress after the top concrete cures and shrinks. The above measures significantly reduce efflorescence in the steel structure project of this ceremonial building, with primary efflorescence reduced by 80% and secondary efflorescence almost eliminated. The integrated approach of materials, mix proportions, and processes can significantly inhibit efflorescence in steel-encased concrete columns, providing a feasible solution for the durability and appearance quality control of steel-concrete composite members.

     

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