调整现浇混凝土主体结构施工周期的技术探讨及合理化建议

Technical Discussion and Suggestions for Adjusting the Construction Period of Cast-in-Place Concrete Main Structure

论文对压缩现浇混凝土主体结构施工周期进行技术探讨,并指出施工进度过快可能会导致混凝土强度不足和主体承载力不足等问题,进而影响工程质量和安全。此外,以计算例的形式说明了现浇混凝土主体结构不同施工周期和保留连续模板支架数量对楼盖的影响,并建议以标准层混凝土浇筑施工的结束时间作为计算起止时间的标准和适用于专家论证的工程范围,有助于监督管理人员更合理地对混凝土主体结构施工进行过程管理。

This article explores the construction period of the main structure of compressed cast-in-place concrete and points out that excessive construction progress may lead to problems such as insufficient concrete strength and insufficient bearing capacity of the main structure,thereby affecting the quality and safety of the project.In addition,the impact of different construction cycles and the number of continuous formwork supports on the floor of the cast-in-place concrete main structure was explained in the form of calculation examples.It was also suggested that the end time of the standard layer concrete pouring construction should be used as the standard for calculating the start and end time and the engineering scope applicable to expert argumentation,which helps supervision and management personnel to manage the construction process of the concrete main structure more reasonably.