Selected aspects of the design and construction of reinforced concrete sunk wells

A. Szymczak-Graczyk
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引用次数: 0

Abstract

The article provides basic information on the design and construction of sunk wells. Sunk wells are enginee-ring structures commonly used in construction, particularly under difficult soil conditions or when construction sites have a small area. Sunk wells are made using the “cut and lower” method, which means that the first segment to be lowered is equipped with a cutting-edge section (bottom blade) that cuts into the soil and the structure sinks into it. In design, it is necessary to take into account the phased execution of these structures and their spatial work. The article presents the loads working during the construction and operation of sunk wells, as well as the assumptions and guidelines for static calculations and dimensioning. When the sunk well steining is significantly high (the well is embedded deep), concreting and lowering are most often performed in two or three segments. The article describes the subsequent steps taken during the implementation of sunk wells, constantly changing static diagrams and the method of adopting them in calculations. It also presents the method of lowering sunk wells with possible implementation difficulties. The article is supplemented with exemplary drawings of the steining reinforcement, cutting-edge section and bottom plate of the well and the photos of selected realizations.
选取各方面的钢筋混凝土沉井进行设计和施工
本文提供了沉井设计和施工的基本资料。沉井是建筑中常用的工程环结构,特别是在土壤条件困难或建筑工地面积小的情况下。下沉井采用“切割和降低”的方法,这意味着第一个要降低的部分配备了一个尖端部分(底部叶片),该部分切入土壤并使结构沉入其中。在设计中,有必要考虑到这些结构的阶段性执行及其空间工作。本文介绍了沉井施工和运行过程中的荷载,以及静力计算和尺寸的假设和准则。当沉井变形明显较高(井埋深)时,混凝土浇筑和下放通常分两段或三段进行。本文介绍了沉井实施过程中的后续步骤、不断变化的静态图以及在计算中采用静态图的方法。还介绍了可能存在实施困难的下沉井的降低方法。文章还附有井的钢筋、尖端截面和底板的示例图和所选实现的照片。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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32
审稿时长
15 weeks
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