不同类型高层建筑模块化钢筋混凝土基础设计工艺及设计特点

L. Ahtyamova, L. Sabitov, A. Mailyan, L. Mailyan, O. Radaykin
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引用次数: 4

摘要

本文提出了一种新型的组合式可折叠钢筋混凝土基础,用于各种类型的结构:电力线、风力发电厂、广告牌、交通信号灯等的钢支撑。该基础在平面上呈十字锤形,由工厂制造的独立模块组成,在施工现场通过混凝土销钉和绑扎螺栓连接。同时,这种技术方法可以获得更稳定(均匀)的强度和变形特性,无论是单个模块还是整体组装基础。通过在每个典型模块中创建一个空腔并填充当地惰性材料(土壤)来减少材料消耗。中心模块具有根据法兰连接方式与支架连接的锚定装置。该装置与传统的地脚螺栓一起,在中心模块中填充非收缩快硬化钢纤维混凝土。因此,与传统的施工方法相比,所提出的解决方案的积极结果是提高了基础的整体承载能力,增加了其主要节点的强度和刚度,并简化了安装。对所提出的解决方案和标准已知解决方案的基础进行了比较计算,结果表明,第一个解决方案的有效性至少提高了17.2%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
TECHNOLOGICAL AND DESIGN FEATURES OF DESIGNING A MODULAR REINFORCED CONCRETE FOUNDATION FOR A HIGH-RISE BUILDING OF VARIOUS TYPES
The paper proposes a new type of modular collapsible reinforced concrete foundation for steel support for various types of structures: power lines, wind power plants, billboards, traffic lights, etc.The foundation has the shape of a cross-hammer in the plan and consists of separate modules manufactured at the factory and connected to each other by concrete dowels and tie bolts on the construction site. At the same time, this technological approach makes it possible to obtain more stable (uniform) strength and deformation properties of both the individual module and the assembled foundation as a whole. Reducing the material consumption is achieved by creating a cavity in each typical module and filling it with local inert material (soil). The central module has an anchor device for joining with the support according to the type of flange connection. This device, along with the use of conventional anchor bolts, involves filling the central module with non-shrinkable fast-hardening steel-fiber concrete. Thus, the positive result of the proposed solution is to increase the bearing capacity of the foundation as a whole, increase the strength and stiffness of its main joints, and simplify installation in comparison with traditional approaches to construction. A comparative calculation of the foundations of the proposed and standard known solutions showed the effectiveness of the first one by at least 17.2%.
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CiteScore
1.40
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