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All steel structure portal frame light building structure design

机译:所有钢结构门架框架灯建筑结构设计

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According to the whole steel structure portal frame light plant design requirements, its architectural plane design, plant height determination, the determination of axis positioning, building facade design, from the column selection, auxiliary component orientation, profile design, daylighting, ventilated, plant, heat preservation, heat insulation design and other aspects are discussed. This design is a whole steel structure portal frame light factory, workshop long 42 m, width 12 m, cargo lifting height 12 m. According to the main building heating and°C design, winter outdoor calculated temperature - 19°C, winter outdoor lowest temperature 30.4°C, the highest temperature of 38.4°C in summer. Average annual rainfall of 91.3 days, annual average precipitation 678.4 mm, a record, the biggest precipitation 100.8 mm, maximum precipitation 54.8 mm. Maximum wind speed of 25 m/s, the dominant wind direction: north, basic wind pressure 0.45 KN/m~2. The largest snow depth 210 mm, basic snow pressure 0.35 KN/m~2. The highest groundwater level - 9 m. Soil freezing depth - 1.50 m. Winter relative humidity is 55%, the summer relative humidity is 40%. Seismic intensity of 8 degrees. Shop fire rating for butyl III class level. The survey foundation bearing capacity is standard for 150 kpa, no bad foundation.
机译:根据全钢结构门架灯具设计要求,其架构平面设计,厂房高度测定,轴定位的确定,建筑立面设计,从柱子选择,辅助部件方向,轮廓设计,迎风,通风,厂,讨论了保温,隔热设计和其他方面。该设计是全钢结构门架灯具厂,车间长42米,宽12米,货物升降高度12米。根据主要建筑加热和°C设计,冬季户外计算温度 - 19°C,冬季室外最低温度30.4°C,夏季最高温度为38.4°C。年平均降雨量为91.3天,年平均降水量678.4毫米,记录,最大降水100.8毫米,最大降水54.8毫米。最大风速25米/秒,主导风向:北,基本风压0.45 KN / M〜2。最大的雪深210毫米,基本雪气压力0.35 KN / M〜2。最高的地下水位 - 9米。土壤冷冻深度 - 1.50米。冬季相对湿度为55%,夏季相对湿度为40%。地震强度为8度。丁基III级级别的商店消防额定值。调查基础承载力为150 KPA的标准,没有糟糕的基础。

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