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中山某高速三角形梁板预制场建设设计研究

Research on the Construction Technology of a Prefabrication Yard for Triangular Beam and Plate on a High Speed Highway in Zhongshan

  • 摘要: 梁板预制场的合理化建设在某种程度上决定了主体工程的成败,本文针对中山某高速三角形梁板预制场建设进行了探讨,分析了预制场地基基础加固、施工工艺优化、质量控制等技术难题,形成了一套全面的预制场建设方案。研究结果表明,采用块石换填并铺设足够厚的石粉层,可有效解决沿海滩涂软土地基承载力不足、沉降过大及沉降不均匀的问题;设置桩基础、扩大基础与框架圈梁的组合支护结构,能显著提高制梁台座基础的抗拔力。同时,采用活动式下沉式台座设计,可有效减小预应力筋放张时产生的斜向压力,避免梁体端头因挤压开裂。起弯器采用内套自润滑铜套的滚轮结构,可实现预应力筋自由转向,有效降低钢绞线预应力损失。此外,设置反拱可有效减小放张后梁体上挠,同时在钢筋骨架绑扎成型端头制作简易固定装置,可避免二次切割安装。采用“大纵沟、小横沟联合排水系统”可快速排出场地内积水,表明梁板预制场的合理化建设极大提升了施工管理效率。本文的研究成果为高速公路预制梁板构件场建设及类似工程项目提供了技术指导和理论基础。

     

    Abstract: The rational construction of the beam and slab prefabrication yard to some extent determines the success or failure of the main project. This article discusses the construction of a triangular beam and slab prefabrication yard on a high-speed road in Zhongshan, analyzes the technical problems of foundation reinforcement, construction process optimization, quality control, etc., and forms a comprehensive prefabrication yard construction plan. The research results show that the problem of insufficient bearing capacity, excessive settlement and uneven settlement of soft soil foundation in coastal mudflat can be effectively solved by using block stone replacement and laying a thick stone powder layer; The combination support structure of pile foundation, expanded foundation and frame ring beam can significantly improve the pull-out resistance of the beam making pedestal foundation. At the same time, the use of a movable sunken pedestal design can effectively reduce the diagonal pressure generated during the tensioning of prestressed steel bars, avoiding cracking at the end of the beam due to compression. The bending device adopts a roller structure with an inner self-lubricating copper sleeve, which can achieve free rotation of prestressed steel bars and effectively reduce the loss of prestress in steel strands. In addition, setting up a reverse arch can effectively reduce the deflection of the beam after tensioning, and at the same time, a simple fixing device can be made at the end of the steel reinforcement skeleton binding to avoid secondary cutting and installation. The use of a combined drainage system of large vertical and small horizontal ditches can quickly drain accumulated water from the site, indicating that the rational construction of the beam and slab prefabrication yard has greatly improved the efficiency of construction management. The research results of this article provide technical guidance and theoretical basis for the construction of prefabricated beam and slab component yards on highways and similar engineering projects.

     

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