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本文是对我院综合试验楼抗震加固方案情况的介绍。该楼原按地震烈度七度设计,七六年底完成了三层主体工程。七七年初,根据省建委印发的对“工业与民用建筑抗震设计规范TJ—11—74(试行)”的修改意见,该楼应按设计烈度八度考虑。本文所述方案系按上述试行规范、“抗震规范的部分修改意见”以及“京津地区工业与民用建筑抗震鉴定标准(试行)”修改设计的结果。本文仅供有关方面参改。
This article is an introduction to the aseismic reinforcement scheme of our comprehensive test building. The building was originally designed according to the earthquake intensity of seven degrees. At the end of July and July, it completed a three-story main project. At the beginning of 1977, according to the revision opinions issued by the Provincial Construction Committee on the “Code for Seismic Design of Industrial and Civil Buildings TJ- 11-74 (Trial)”, the building should be considered in accordance with the octave of design intensity. The scheme described in this article is based on the above-mentioned trial specifications, “partial revision opinions on seismic codes,” and the results of the revised design of “seismic appraisal standards for industrial and civil buildings in the Beijing-Tianjin region (for trial implementation)”. This article is only for the parties involved to change.