温度和工序尺寸对混凝土墙体裂缝形成的影响

R. Sonnenschein, L. Majtánová, K. Gajdosova
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引用次数: 0

摘要

地下水密结构的施工不仅要以底板的水密性为条件,还要以墙体的水密性为条件。裂缝的形成以及控制裂缝发生所需的加固量取决于几个因素。墙体产生的拉应力大小主要受混凝土浇筑时的环境温度、已硬化的基础板温度、墙体工作序列高度与墙体长度之比的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
INFLUENCE OF TEMPERATURES AND SIZES OF WORK SEQUENCE ON CRACKS FORMATION IN RC WALLS
: The construction of the underground watertight structure is not only conditioned by the watertightness of the foundation slab, but also by the walls. The formation of a crack and thus the amount of reinforcement required to control the occurrence of a crack are dependent on several factors. The amount of tensile stresses occuring in the wall is mainly influenced by the ambient temperature at the time of concreting, the temperature of the foundation slab, which is already hardened, and the ratio of the height of the work sequence of the wall to its length.
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