屋面板结构计算.doc

TABLE OF MATERIAL, MATERIAL THICKNESS,MAX SHEET WIDTH, MAX SHEET LENGTH,AND AMOUNT OF HOLDERS,ACCORDING TO DIN 1055 PART 4 ANDDIN 18339 FOR METALROOFING金属屋面材料，材料厚度，最大板宽，最大板长及固定扣件数量执行标准：DIN 1第4部分；DIN 18339 FOR METAL ROOFING1、屋面板荷载取值计算：（CALCULATION OF ROOFING SHEET LOAD）屋面基本面积BASIC AREA OF THE ROOFb1.5ab1.5a建设高度（檐口）米BUILDING HIGH（EAVE）METER风荷载WIND-SUCTION IN N/ m2角落CORNER边缘EDGE内部INSIDE0-8240013504508-203840216072020-100528029709902、扣件的数量和间距取决于建筑高度,材料的厚度和板型规格的最大宽度AMOUNT AND DISTANCE OF CLIPS,DEPENDING ON THE HEIGHT OF THE BUILDING,MATERIAL THICKNESS AND MAXIMUM WIDTH OF THE PROFILED SHEET建筑高度(米)BUILDING HIGHT(METER)从1米到8米FROM 1M TO 8M从8米到20米FROM 8M TO 20M从20米到100米FROM 20M TO 100M1234567891011121314板宽(毫米)SHEET WIDTH IN MM520590620720920520590620720520590620材料MATERIAL板长(米)SHEET LENGTH(M)板的最小厚度MINIMUM THICKNESS OF SHEETS铝ALUMINIUM100.70.70.80.80.70.70.80.70.7铜COPPER100.60.60.60.70.60.60.60.60.6钛锌TITANIUM ZINC100.70.70.70.80.70.70.70.70.7镀锌钢GALVANIZED STEEL140.60.60.60.60.70.60.60.60.60.60.60.6不锈钢STAINLESS STEEL140.40.50.50.40.50.50.40.5屋面面积ROOF AREA扣件的数量和间距AMOUNT OF CLIPS AND DISTANCE BETWEEN EACH中心CENTREMMPCS/5003.95003.94004.04004.02803.95003.95003.94004.04004.05003.95003.94004.0边缘EDGEMMPCS/5003.95003.94004.04004.02803.93505.53505.53005.43005.42507.72008.52008.5角落CORNERMMPCS/3006.43006.42506.42506.41507.22009.62009.615010.015010.015012.815012.815012.8板的宽度是由铝卷的宽度计算而得,分别有6OOMM,670MM,7OOMM,800MM,1000MM,减去立边80MMTHE WIDTH OF THE SHEETS IS CALCULATED FROM COIL WIDTH,RANGED FROM 6OOMM,670MM,7OOMM,800MM,1000MM,MINUS 80MM FOR THE SEAM 例(铝卷宽度600毫米)FOR EXAMPLE (CO