07-3 装配率计算书5#楼 (施工阶段）.docx

装配式建筑拆分施工计算书一、预制率计算书项目名称：建发领赋新苑5#建设单位：福州兆晋房地产有限公司设计单位：福建博宇建筑设计有限公司一、预制率计算书5#楼预制率计算电算总碎体积(m3)增加楼梯睑体枳(m3)增加构造柱、过梁体积(m3)增加女儿墙、线条体积(m3)增加窗台压顶、空调板体积(m3)总碎体积(m3)4302.5088.5588.28196.6732.914708.91预制板碎体积(m3)预制楼梯砂体积(m3)预制梁睑体枳(m3)预制挑板险体积(m3)预制构件总体积(m3)868.9686.423.8929.74989.01预制率(%)18.45%1.84%0.08%0.63%21.00%第20层569.9358.5729.894.7664.!4157.360.276第21层569.9358.5729.894.76M.14157.360.276第22层569.9358.5729.894.7664.14157.360.276第23层59.9358.5729.894.7664.14157.360.276第24层569.9358.5729.894.7664.14157.360.276第25层569.9358.5729.894.76M.!4157.360.276第26层569.9358.5729.894.76M.!4157.360.276第27层596.4958.5733.964.7663.74161.030.270屋面层57.780.005.67.286.4119.290.334合计15483.521609.86817.65136.621738.374302.500.27850楼增加构造柱、圈梁：空调板、楼梯、女儿墙戏条险清单序号构件编号灾度(mm)长度(mm)黑(揄度(mm)单块粒体积(m3)单块聆重量(T)全楼个数(T)分项总体枳(m3)分项总Hiift(T)1IGZI20020022000.0880.22049043.120107.8002wGZI20020014000.0560.140321.7924.4803IGZ210020014000.0280.070132337.(M492.6104IGZ3)0010014000.0140.0351622.2685.6705IQ1.I20016001500.0480.120813.8889.7206WQ1.220014001200.0M0.08450.!680.4205#楼盈建科总皎状(m3)层号面积(m2)睑墙船梁般柱现浇板合计(m3)单位面积量(m3m2)第I层581.0083.7030.845.58M.72184.840.318第2层569.9360.2429.894.7664.14159.030.279第3层569.9360.2429.894.7664.14159.030.279第4层569.9358.5729.894.7664.14157.360.276第5层569.9358.5729.894.76M.14157.360.276第6层569.9358.5729.894.76M.14157.360.276第7层569.9358.5729.894.7664.14157.360.276第8层569.9358.5729.894.76M.!4157.360.276第9层569.9358.5729.894.76M.14157.360.276第IO层569.9358.5729.894.76M.14157.360.276第11层59.9358.5729.894.7664.14157.360.276第12层569.9358.5729.894.7664.14157.360.276第13层569.9358.5729.894.76M.14157.360.276第14层569.9358.5729.894.7664.14157.360.276第15层569.9358.5729.894.7664.14157.360.276第16层569.9358.5729.894.76M.14157.360.276第17层569.9358.5729.894.76M.14157.360.276第18层569.9358.5729.894.76M.14157.360.276第19层569.9358.5729.894.7664.14157.360.2762325层大线条37950014500011.52828.819111,52828.8192425层大线条649600400001.9844.96011.9844.960253层大战条5(1)130002300002.9907.475I2.9907.475263层大浅条5(2)300001000003.0007.500I3.0007.500273层大线条239002800001.0922.73011.0922.730282.广24、26层大跳条27800I3OO1.01425352323.32258.3052925层大战条278002350001.8334.58311.8334.5833027层大线条278001740001.3573.39311.3573.3937ICYDl2007001000.0340.0852709.18022.9508ICYD2JOO1001000.0)60.0404867.77619.4409ICYD3200>1001000.(M20.105542.2685.670IOICYD42004001000.0280.070IlO3.0807.700Il2KTB1,600>4()0I(X)0.1440.360527.488418.720122KTB2&000001000.0600.150523.1207.80013I1.Tl1150>(»()l0.5311.32842.1245.310序号构件娘号4宽度(mm)长度(mm)摩(匍度(mm)单块险体积(m3)单块松小量Cr)全极个数(T)分项总体积(m3)分项总重量(T)*142-27PC1.T1113029801500.8312.07810486.424216.060152层走道线条31560()950001.4823.70511.4823.705163、5、24、26,27层走道规条319700950001.8724.6792343.(M5107.611174层走道线条3197003525006.94417.361I6.94417.3611825层走道续余3197002800005.51613.790I5.51613.79019屋面层女儿墙筏条1477001275006.08215.2tMI6.08215.204?|屋面层女儿墙线条24920046500022,87857,195122.87857.195214层大线条4(1)523003425(X)17.91344.782117.91344.782224层大战条4(2)152002375003.6109.02513.6109.025312、27层线条78S001150001.0122.5302626.312165,78032屋面层战条7210002250004.72511.81314.72511.81333构架层雨披48001920000.9222.304I0.9222.30434小屋面层线条8442(X)2125009.39323.48119.39323.48135小届面层线条128800850000.7481.87010.7481.870增加构造柱、圈梁体积88.280娟加女儿堵、线条体积196.674增加楼梯碎体积88.548增加窗台压顶、空调板体枳32.912楼层预制板面积(m)预制板厚度(mm)预制板株积(m3)楼层数址段制板总体积(m3)2层452.787031.69131.693-24层456.187031.9322702.5225-27层456.187031.93395.80全楼预制叠合板总体积(m3)830.Ol5#楼预制楼梯清世楼层楼梯宽度(mm)楼梯厚度(mm)单个预制楼梯体积(b3)楼梯数6预制楼梯总体积(m3)227层11301500.83110486.42全楼陵制楼梯总体积(m3>86.425*极预制梁清单楼层ffi制梁面枳(m2)预制梁高度(mm)预制梁体枳(m楼层数量预制梁总体枳(m,)广27层过梁%00001500.14273.89全楼段制梁总体积(m33.895#楼预制挑板清弛楼层预制挑板面积<mj)冷层预制挑板长度<mm>单层预制挑板体枳(3):1；，：预制挑板总体积<m,>3、5-24.2627层0.08621501.292329.74全楼预制挑板总体积(m3)29.745W楼预刷板清单