学生公寓12-3#楼装配式技术专项设计（预制装配式楼板）计算书.docx

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1、小侏本(塔契M舟蛤裁展)本四格业K将M盟给舜M白制那一、装配式技术专项设计依据1、相关文件二、预制装配式楼板应用比例计算书1、计算原则梁、板、楼梯、阳台、空调板等构件中预制部品部件的应用比例计算：q1c=A1cA100%式中：q1c梁、板、楼梯、阳台、空调板等构件中预制部品部件的应用比例；A1c各楼层中预制装配梁、板、楼梯、阳台、空调板等构件的水平投影面积之和;A单体地上建筑面积。2、计算过程A、数据统计:12-3#楼叠合板比例统计楼层构件编号构件尺寸面积（in?）构件数量2层2F-YBS-12520X2320X6087.67152F-YBS-24320X2320X6010.0012F-YBS

2、-33720X2400X60134.00152F-YBS-43720X2820X60157.33152F-YBS-54320X2400x6010.3312F-YBS-64320X2820X6012.1712F-YBS-75120X2023X6020.6722F-YBS-85120X2100X6043.0042F-YBS-93720X2200x6016.3322F-YBS-103720x2620X6019.5022F-YBS-113720x1520X6011.3322F-YBS-123720x1900x6014.1722F-YBS-133720X2620X609.6712F-YBS-143720

3、X2500X6018.6722F-YBS-152320X1020X602.3312F-YBS-163620X2100X6022.8332F-YBS-173620X2220x608.0012F-YBS-183320x2620x608.6712F-YBS-193720x1620X606.0012F-YBS-202820x2420x606.8313层3F-YBS-12520x2320x6087.67153F-YBS-24320x2320x6010.0013F-YBS-33720x2400X60134.00153F-YBS-43720x2820x60157.33153F-YBS-54320x2400x

4、6010.3313F-YBS-64320x2820x6012.1713F-YBS-75120x2023X6020.6723F-YBS-85120x2100x6043.0043F-YBS-93720x2200x6016.3323F-YBS-103720x2620X6019.3323F-YBS-113720x1520X6011.3323F-YBS-123720x1900x6014.1723F-YBS-133720x2620x609.6713F-YBS-143720x2500X6018.6723F-YBS-152320x1020X602.3313F-YBS-163620x2100x6022.8333

5、F-YBS-173620x2220x608.0013F-YBS-183320x2620x608.6713F-YBS-192820x2420X606.831标准层BF-YBS-I2520x2320x6087.6715BF-YBS-24320x2320x6010.001BF-YBS-33720x2400X60134.0015BF-YBS-43720x2820X60157.3315BF-YBS-54320X2400X6010.331BF-YBS-64320X2820X6012.171BF-YBS-75120X2023X6020.672BF-YBS-85120X2100X6043.004BF-YBS-

6、93720X2200x6016.332BF-YBS-IO3720X2620X6019.502BF-YBS-I13720X1520X6011.332BF-YBS-123720X1900X6014.172BF-YBS-B3720X2620x609.671BF-YBS-M3720x2500X6018.672BF-YBS-152320x1020X602.331BF-YBS-163620x2100x6022.833BF-YBS-173620x2220x608.001BF-YBS-183320x2620x608.671BF-YBS-192820x2420X606.831可计入的现浇混凝土面积(m2)102

7、.40预制构件水平投影面积(m，)A1C1=7367.83地上总建筑面积(m2)12240.13比例61.03%B计算结果梁、板、楼梯、阳台、空调板等构件中预制部品部件的应用比例应按下式计算:q1c=(102.4+7367.83)/12240.13100%=61.03%楼栋号预制装配式楼板面积可计入的现浇混凝土面积单体地上建筑面积应用比例备注12-3#楼7367.83102.4012240.1361.03%满足要求3、结论本项目12-2#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61.03%,二层十九层采用钢筋桁架混凝土叠合楼板且能采用的部位均采用,屋面层没有采用钢筋桁架混凝土叠合楼板，满足公共建筑节能（绿色建筑）设计标准DBJ50-052-2023中60%的应用比例要求。