东非某高桩码头现浇面层混凝土裂缝控制
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Control of crack on cast-in-site surface layer concrete of pile-supported wharf in East Africa
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    摘要:

    面层混凝土裂缝是高桩码头施工的质量通病,不仅影响工程的外观质量,还会降低结构耐久性,因此需要研究码头面层裂缝成因,并采取针对性的控制措施。介绍东非某高桩梁板码头的结构设计、施工工艺和试验段施工面层混凝土裂缝情况,通过模拟计算混凝土结构收缩应力和现场调查,分析裂缝产生原因为失水导致的干燥收缩和养护不良导致的塑性收缩。从优化原材料质量、优化混凝土配合比、完善施工工艺等方面提出控制措施,在后续典型施工中面层混凝土数量减少98%、裂缝最大宽度减少60%,控制效果良好。

    Abstract:

    Cracks on the surface layer concrete, the influence factors of appearance quality of the project and reducing the durability of the structure, are common quality problem in the construction of pile-supported wharf.It is necessary to study the causes of cracks in the surface layer of the wharf and take targeted control measures.We introduce the structural design, construction technology and cracks in the concrete surface layer of the test section of a pile-supported beam-slab wharf in East Africa, and use simulation calculations of concrete structure shrinkage stress and on-site investigation to analyze the crack causes that are drying shrinkage caused by water loss and plastic shrinkage caused by poor curing.Then we propose control measures from the aspects of optimizing raw material quality, optimizing concrete mix ratio, and improving construction technology, etc.In the subsequent typical construction, the amount of surface concrete is reduced by 98% and the maximum width of cracks is decreased by 60%.The control effects are well.

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刘世奇,赵宏飞.东非某高桩码头现浇面层混凝土裂缝控制[J].水运工程,2025(10):241-248.

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  • 在线发布日期: 2025-10-20
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