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本文所指钢筋混凝土板式基础系按《地基基础设计规范》TJ7—74第115条规定,包括柱下钢筋混凝土单独基础(以下简称柱下单独基础)及墙下钢筋混凝土条形基础(以下简称条形基础)。按现行《地基基础设计规范》及《钢筋混凝土结构设计规范》的规定,基础有效高度的计算是采用冲切公式及抗剪公式进行计算的。对柱下单独基础采用冲切公式计算柱
The reinforced concrete slab foundations referred to in this article are in accordance with Article 115 of the TJ7-74 “Foundation Design Specification”, including the individual reinforced concrete foundation below the column (hereinafter referred to as the sole foundation below the column) and the reinforced concrete strip foundation below the wall (hereinafter referred to as the article Form basis). According to the current “Foundation Design Standards” and “Code for Design of Reinforced Concrete Structures”, the calculation of the effective base height is calculated using the punching formula and the shearing formula. Calculate the column using the punching formula for the individual base under the column