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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
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qlc=Alc/AX100%式中qlc—梁、板、楼梯、阳台、空调板等构件中预制部品部件的应用比例；Ale—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:qlc=
102.4+
7367.83/
12240.13X100%=
61.03%
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》DBJ50-52-2020中60%的应用比例要求12-3#楼叠合板比例统计楼层构件编号构件尺寸面积（M）构件数量2层2F-YBS-12520x2320x
6087.67152F-YBS-24320x2320x
6010.0012F-YBS-33720x2400x
60134.00152F-YBS-43720x2820x
60157.33152F-YBS-54320x2400x
6010.3312F-YBS-64320x2820x
6012.1712F-YBS-75120x2020x
6020.6722F-YBS-85120x2100x
6043.0042F-YBS-93720x2200x
6016.3322F-YBS-103720x2620x
6019.5022F-YBS-113720x1520x
6011.3322F-YBS-123720x1900x
6014.1722F-YBS-133720x2620x
609.6712F-YBS-143720x2500x
6018.6722F-YBS-152320x1020x
602.3312F-YBS-163620x2100x
6022.8332F-YBS-173620x2220x
608.0012F-YBS-183320x2620x
608.6712F-YBS-193720x1620x
606.0012F-YBS-202820x2420x
606.8313层3F-YBS-12520x2320x
6087.67153F-YBS-24320x2320x
6010.0013F-YBS-33720x2400x
60134.00153F-YBS-43720x2820x
60157.33153F-YBS-54320x2400x
6010.3313F-YBS-64320x2820x
6012.1713F-YBS-75120x2020x
6020.6723F-YBS-85120x2100x
6043.0043F-YBS-93720x2200x
6016.3323F-YBS-103720x2620x
6019.3323F-YBS-113720x1520x
6011.3323F-YBS-123720x1900x
6014.1723F-YBS-133720x2620x
609.6713F-YBS-143720x2500x
6018.6723F-YBS-152320x1020x
602.3313F-YBS-163620x2100x
6022.8333F-YBS-173620x2220x
608.0013F-YBS-183320x2620x
608.6713F-YBS-192820x2420x
606.831标准层BF-YBS-12520x2320x
6087.6715BF-YBS-24320x2320x
6010.001BF-YBS-33720x2400x
60134.0015BF-YBS-43720x2820x
60157.3315BE-YBS-54320x2400x
6010.331BF-YBS-64320x2820x
6012.171BF-YBS-75120x2020x
6020.672BF-YBS-85120x2100x
6043.004BF-YBS-93720x2200x
6016.332BF-YBS-103720x2620x
6019.502BF-YBS-113720x1520x
6011.332BF-YBS-123720x1900x
6014.172BF-YBS-133720x2620x
609.671BF-YBS-143720x2500x
6018.672BF-YBS-152320x1020x
602.331BF-YBS-163620x2100x
6022.833BF-YBS-173620x2220x
608.001BF-YBS-183320x2620x
608.671BF-YBS-192820x2420x
606.831可计入的现浇混凝土面积m
2102.40预制构件水平投影面积m2A1C1=
7367.83地上总建筑面积m
212240.13比例
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。
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