Z1#楼装配式技术专项设计计算书（预制装配式楼板）

保利中央公园C54-1地块项目楼装配式技术专项设计（预制装配式楼板）计算书编号:二、预制装配式楼板应用比例计算书1.2.计算过程楼层编号规格尺寸预制重量(t)数量Z1#（2~7层）BF-1DBS1-67-32183020x1560x600.711BF-2DBS1-67-32183020x1560x600.711BF-3DBS1-67-32183020x1560x600.711BF-4DBS1-67-32183020x1560x600.711BF-5DBS1-67-39163720x1340x600.751BF-6DBS2-67-39173720x1340x600.751BF-7DBS1-67-39163720x1340x600.751BF-8DBS1-67-39163720x1340x600.751BF-9DBS2-67-39173720x1340x600.751BF-10DBS1-67-39163720x1340x600.751BF-11DBS1-67-46174420x1480x600.981BF-12DBS2-67-46184420x1480x600.981BF-13DBS2-67-46184420x1480x600.981BF-14DBS1-67-46174420x1480x600.981BF-15DBS1-67-13331120x3110x600.521BF-16DBS1-67-33163120x1340x600.631BF-17DBS2-67-33173120x1340x600.631BF-18DBS1-67-33163120x1340x600.631BF-19DBS1-67-20231820x2110x600.581BF-20DBS1-67-21241920x2270x600.631BF-21DBS1-67-20231820x2110x600.581BF-22DBS1-67-46174420x1480x600.981BF-23DBS2-67-46184420x1480x600.981BF-24DBS2-67-46184420x1480x600.981BF-25DBS1-67-46174420x1480x600.981BF-26DBS1-67-33163120x1340x600.631BF-27DBS2-67-33173120x1340x600.631BF-28DBS1-67-33163120x1340x600.631BF-29DBS1-67-21241920x2270x600.631BF-30DBS1-67-1356-111120x5420x600.911BF-31DBS1-67-30152820x1210x600.511BF-32DBS1-67-30152820x1210x600.511BF-33DBS1-67-30162820x1310x600.551BF-34DBS1-67-30162820x1310x600.551BF-35DBS1-67-13331120x3120x600.521BF-36DBS1-67-30152820x1210x600.511BF-37DBS1-67-30152820x1210x600.511BF-38DBS1-67-30162820x1310x600.551BF-39DBS1-67-30162820x1310x600.551预制构件水平投影面积（㎡）：A1c1：210地上建筑平面总面积（㎡）：Z1#楼A=6190B计算结果Z1#楼：A1c=210x3x6=3780A=6190q1c=A1c/A×100%=3780/6190x100%=61.1%本项目Z1#楼预制装配式楼板采用钢筋桁架混凝土叠合楼板，应用比例为61.1%