模板工程的荷载,在《钢筋混凝土工程施工及验收规范》(以下简称规范)中作了详细的规定。笔者从国内最近两年的主要模板工程设计图纸和施工情况,并按《规范》规定的荷载内容,对一部分模板设计进行了较为系统的分析验算,感到《规范》所规定的模板荷载组合过分复杂,对于量大面广的模板工程,在设计计算时很难遵照执行;有些荷载数值,显著地偏大或偏小,不敢直接取用,尚需结合具体情况另行设定,或在施工时凭经验布置。这种脱离《规范》规定的 The load of the formwork works is specified in the “Code for the Construction and Acceptance of Reinforced Concrete Works” (hereinafter referred to as the “Standard”). The author from the domestic two years of the main formwork design drawings and construction conditions, and in accordance with the “norms” of the load content, a part of the template design for a more systematic analysis of the calculation, feel that the “norm” is stipulated in the template load combination is too complex For a large amount of formwork projects, it is difficult to comply with the design calculations; some load values, significantly larger or smaller, can not directly access, still need to be set in conjunction with specific circumstances, or at the time of construction Based on experience. This is out of the provisions of the “code”