某办公楼图纸及工程量及工程量计算书

,,幕墙,洞口尺寸,,,数量,单樘面积,总面积,单樘重量,总重,地弹簧,上门夹,下门夹,玻璃品种,,

,,,宽,×,高,,,,,,,,,,,铝材损耗

,,MQ1,63900,×,2975,1,190.1025,190.1025,1593.10,1593.10,4.00,4.00,4.00,6LOW-E+9A+6白玻双钢化玻璃,,110%

,,,长度,,数量,米重,基材重量,,kg/㎡,,套/㎡,套/㎡,套/㎡,,,

,,150*50*3.5铝通立柱边框,2.975,×,2,3.7,22.0150,,8.38,,0.02,0.02,0.02,,,配件损耗

,,150*50*3.5铝通立柱中框,2.975,×,67,3.7,737.5025,,,,下锁夹,1800mm拉手,400mm两点锁,,,102%

,,120*120*3铝通立柱中框,2.975,×,3,3.805,33.9596,,,,,,,,,

,,100*50*2.0铝通上横边框,63.9,×,1,1.583,101.1537,,,,4.00,4.00,23.00,,,

,,100*50*2.0铝通中横,56.2,×,1,1.583,88.9646,,,,套/㎡,套/㎡,套/㎡,,,

,,100*50*2.0铝通下横边框,60.90,×,1,1.583,96.4047,,,,0.02,0.02,0.12,,,

,,压线MF3806,546.20,×,1,0.133,72.6446,,,,12''摩擦铰链,,,,,

,,压座MF3870,546.20,×,1,0.314,171.5068,,,,,,,,,

,,50铝合金窗边框CE5001,82.8,×,1,0.539,44.6292,,,,46.00,,,,,

,,50铝合金窗边框CE5003,82.8,×,1,0.786,65.0808,,,,套/㎡,,,,,

,,50铝合金窗扇压线(中空)CE5011,82.8,×,1,0.174,14.4072,,加损耗,,0.25,,,,,

,,合计,,,,,1448.2687,,1593.10,,,,,,,

,,幕墙,洞口尺寸,,,数量,单樘面积,总面积,单樘重量,总重,地弹簧,上门夹,下门夹,玻璃品种,,

,,,宽,×,高,,,,,,,,,,,铝材损耗

,,MQ3,74000,×,3500,1,236.66,236.66,1922.82,1922.82,4.00,4.00,4.00,6LOW-E+9A+6白玻双钢化玻璃,,110%

,,,长度,,数量,米重,基材重量,,kg/㎡,,套/㎡,套/㎡,套/㎡,,,

,,150*50*3.5铝通立柱边框,3,×,2,3.7,22.2000,,8.12,,0.02,0.02,0.02,,,配件损耗

,,150*50*3.5铝通立柱中框,272,×,1,3.7,1006.4000,,,,下锁夹,1800mm拉手,400mm两点锁,,,102%

,,120*120*3铝通立柱中框,8,×,1,3.805,30.4400,,,,,,,,,

,,100*50*2.0铝通上横边框,74,×,1,1.583,117.1420,,,,4.00,4.00,13.00,,,

,,100*50*2.0铝通中横,47.925,×,1,1.583,75.8653,,,,套/㎡,套/㎡,套/㎡,,,

,,100*50*2.0铝通下横边框,69.40,×,1,1.583,109.8602,,,,0.02,0.02,0.06,,,

,,压线MF3806,726.62,×,1,0.133,96.6405,,,,16''摩擦铰链,12''风撑,,,,

,,压座MF3870,726.62,×,1,0.314,228.1587,,,,,,,,,

,,50铝合金窗边框CE5001,67.2,×,1,0.539,36.2208,,,,26.00,26.00,,,,

,,50铝合金窗边框CE5003,0,×,1,0.786,0.0000,,,,套/㎡,套/㎡,,,,

,,50铝合金窗扇压线(中空)CE5011,0,×,1,0.174,0.0000,,加损耗,,0.11,0.01,,,,

,,防水百叶片MFK08004,56.7,×,1,0.415,23.5305,,,,,,,,,

,,百叶附框MFK08008,5.72,×,1,0.273,1.56156,,,,,,,,,

,,合计,,,,,1748.0195,,1922.82,,,,,,,

,,幕墙,洞口尺寸,,,数量,单樘面积,总面积,单樘重量,总重,多点锁,合页,,玻璃品种,,

,,,宽,×,高,,,,,,,,,,,铝材损耗

,,MQ2,25800,×,7900,1,134.16,134.16,1181.79,1181.79,3.00,9.00,,6LOW-E+9A+6白玻双钢化玻璃,,110%

,,,长度,,数量,米重,基材重量,,kg/㎡,,套/㎡,套/㎡,,,,

,,150*50*3.5铝通立柱边框,6,×,2,3.7,44.4000,,8.81,,0.02,0.07,,,,配件损耗

,,150*50*3.5铝通立柱中框,6,×,28,3.7,621.6000,,,,,,,,,102%

,,120*120*3铝通立柱中框,0,×,2,3.805,0.0000,,,,,,,,,

,,100*50*2.0铝通上横边框,25.8,×,1,1.583,40.8414,,,,,,,,,

,,150*50*2.0铝通中横,25.8,×,2,2.125,109.6500,,,,,,,,,

,,150*50*2.0铝通下横边框,25.80,×,1,2.125,54.8250,,,,,,,,,

,,压线MF3806,383.80,×,1,0.133,51.0454,,,,,,,,,

,,压座MF3870,383.80,×,1,0.314,120.5132,,,,,,,,,

,,50铝合金窗边框CE5001,21,×,1,0.539,11.3190,,,,,,,,,

,,50铝合金窗边框CE5003,21,×,1,0.786,16.5060,,,,,,,,,

,,50铝合金窗扇压线(中空)CE5011,21,×,1,0.174,3.6540,,加损耗,,,,,,,

,,合计,,,,,1074.3540,,1181.79,,,,,,,

,,幕墙,洞口尺寸,,,数量,单樘面积,总面积,单樘重量,总重,,,,玻璃品种,,

,,,宽,×,高,,,,,,,,,,,铝材损耗

,,MQ8,27300,×,2100,1,57.33,57.33,427.35,427.35,,,,8+1.52+8双钢化夹胶玻璃,,110%

,,,长度,,数量,米重,基材重量,,kg/㎡,,,,,,,

,,150*50*3.5铝通立柱边框,2.1,×,2,3.7,15.5400,,7.45,,,,,,,配件损耗

,,150*50*3.5铝通立柱中框,2.1,×,22,3.7,170.