9-1-44台阶面层:
S=12*0.3*3=10.8
9-1-47
楼梯大理石异形踢脚板:
S=长*高=3.6*0.24+2.4*0.23+6.6*0.23=2.93TB1:平均高=[0.15+(0.15+0.175)]/2=0.24TB1:长=3.6
TB2:平均高=[0.15+(0.15+0.15)]/2=0.23TB2:长=2.4
TB3:平均高=[0.15+(0.15+0.15)]/2=0.23TB3:长=3.3*2
9-1-45大理石直线形踢脚板:
S=长*高:0.15=262.66*0.15=39.40
一层:
储:长=[(3.3-0.24)+(4.36-0.24)]*2-0.9+0.24=13.7
厨房:长=[(6.9-0.24)+(3.3-0.24)]*2-0.9+0.24=18.78
楼梯间:长=[(2.58-0.24)+(6-0.24)]*2-2-0.9-0.9-1.22+0.24*3-3.6-2.4=6
走廊:长=[2.58+(1.4-0.18)*2]-1.22-1.22-0.9*2+0.24*2=3.84
卧室:长=[(3.3-0.24)+(6-0.24)]*2-0.9+0.24=16.98
厅:长={[(4.5-0.24)+(5.88-0.24)]*2-2.64-0.9+0.24*2}*2=33.48小计:92.78
二层:
厨房:长=[(6.9-0.24)+(3.3-0.24)]*2-0.9-0.9+0.24*2=18.12
楼梯间:长=[(2.58-0.24)+(6-0.24)]*2-0.9-0.9-1.22+0.24*2-3.3-3.3=7.06
走廊:长=[2.58+(1.4-0.18)*2]-1.22-1.22-0.9*2+0.24*2=3.84
卧室:长=[(3.3-0.24)+(6-0.24)]*2-0.9+0.24=16.98
厅:长={[(4.5-0.24)+(5.88-0.24)]*2-0.9+0.24}*2=38.28小计:84.28
三层:
厨房:长=[(6.9-0.24)+(3.3-0.24)]*2-0.9+0.24=18.78
楼梯间:长=[(2.58-0.24)+(6-0.24)]*2-0.9-0.9-1.22+0.24*2-3.3-3.3=7.06
走廊:长=[2.58+(1.4-0.18)*2]-1.22-1.22-0.9*2+0.24*2=3.84
卧室:长=[(3.3-0.24)+(6-0.24)]*2-0.9+0.24=16.98
厅:长={[(4.5-0.24)+(5.88-0.24)]*2-0.9+0.24}*2=38.28小计:84.98
墙面工程量9-2-1
内墙抹灰工程量:
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㎡
9-2-529-2-31(换)
9-2-37一层:
二层:
三层:
外墙抹灰工程量:
一层:
二层:
三层:
线条:
储:S=[(3.3-0.24)+(4.36-0.24)]*2*(3.3-0.1)-0.9*2.5-1.8*1.6=40.82
厨房:S=[(3.3-0.24)+(6.9-0.24)]*2*(3.3-0.13)-0.9*2.5=59.37
走廊:S=[(2.58*2-0.24)+(1.4-0.18)]*2*(3.3-0.1)-0.9*2.5*4-(2.58-0.24)*(3.3-0.1)=22.81
卧室:S=[(3.3-0.24)+(6-0.24)]*2*(3.3-0.13)-1.5*2-0.9*2.5=50.67
厅:S={[(2.94*2-0.24)+(4.5-0.24)]*2*(3.3-0.13)-0.9*2.5-2.61*2-2.64*2.9}*2=95.28小计:
厨房:S=[(3.3-0.24)+(6.9-0.24)]*2*(3.3-0.13)-2.4*2.9=54.66
走廊:S=[(2.58*2-0.24)+(1.4-0.18)]*2*(3.3-0.1)-0.9*2.5*4-(2.58-0.24)*(3.3-0.1)=22.81
卧室:S=[(3.3-0.24)+(6-0.24)]*2*(3.3-0.13)-1.5*2-0.9*2.5=50.67
厅:S={[(2.94*2-0.24)+(4.5-0.24)]*2*(3.3-0.13)-0.9*2.5-2*2-2*2}*2=105.03小计:
厨房:S=[(3.3-0.24)+(6.9-0.24)]*2*(3.3-0.13)-1.5*2=58.62
走廊:S=[(2.58*2-0.24)+(1.4-0.18)]*2*(3.3-0.1)-0.9*2.5*4-(2.58-0.24)*(3.3-0.1)=22.81
卧室:S=[(3.3-0.24)+(6-0.24)]*2*(3.3-0.13)-1.5*2-0.9*2.5=50.67
厅:S={[(2.94*2-0.24)+(4.5-0.24)]*2*(3.3-0.13)-0.9*2.5-2*2-2*2}*2=105.03小计:
S总=S*2
S=(16*2+12)*3.6-0.9*2.5-1.8*1.6-2*2-1.5*2-2.61*2*2-2.64*2.9*2=120.52
S=(16*2+12)*3.3-2.9*2.4-1.2*1.5-1.2*2-1.5*2-2*2*4=115.04
S=(16*2+12)*4.1-2.9*2.4-1.2*1.5-1.2*2-1.5*2-2*2*4=150.24挑檐:=(3.3+0.24+4.36+0.3)=8.2
雨蓬2翻檐:=(2.7-0.24-0.06+0.9)=3.3小计:
m
m
㎡
9-2-184内墙块料面层:卫生间:{[(2.58-0.24)+(2.4-0.18)]*2*(3.3-0.1)-1.2*1.1-0.8*2+0.12*(1.2+1.1)*2+0.06*(0.8+2*2)}+{[(2.2-0.12)+(2.58-0.24)]*2*(3.3-0.1)-0.8*2-1.22*(3.3-0.1)+0.12*(3.3-0.1)*2+0.06*(0.8+2*2)}=27.1+23.84=50.94小计:9-2-217外墙块料面层:
S=12*10.7-2.61*2*2-2.64*2.9*2-2*2*8+[(2.61+2)*2*2+(2.64+2.9*2)*2+(2+2)*2*8]*0.1+雨蓬:0.22*12+0.3*1.2*2=83.949-3-3
顶棚工程量 一层:
楼梯底:S=[(3.3+1.19-0.12)+(1.19-0.12+2.1+0.9+0.2)]*(2.58-0.24)/2*1.31=8.64*1.17*1.31=13.24储:S=(4.36-0.24)*(3.3-0.24)=12.61厨房:S=(6.9-0.24)*(3.3-0.24)=20.38楼梯间:S=(2.58-0.24)*(6-0.24)=13.48卫生间:S=(2.58-0.24)*(6-0.24)=13.48卧室:S=(3.3-0.24)*(6-0.24)=17.63
厅:S={(4.5-0.24)*(2.94*2-0.24)+[(0.4-0.12)*(4.5-0.12)]*2}*2=52.61S=130.19-S楼=130.19-10.10=120.09雨蓬:S=(2.7-0.12)*(1.02-0.12)+12*(1.32-0.12)=16.72
挑檐:S=0.3*(3.3+0.24+4.36+0.3)=2.46小计:
二层:
楼梯底:S=[(0.2+3+1.19-0.12)+(1.19-0.12+3+0.2)]*(2.58-0.24)/2*1.31=8.54*1.17*1.31=13.09厨房:S=(6.9-0.24)*(3.3-0.24)=20.38楼梯间:S=(2.58-0.24)*(6-0.24)=13.48卫生间:S=(2.58-0.24)*(6-0.24)=13.48卧室:S=(3.3-0.24)*(6-0.24)=17.63
厅:S={(4.5-0.24)*(2.94*2-0.24)+[(0.4-0.12)*(4.5-0.12)]*2}*2=52.61S=117.58-S楼=117.58-9.99=107.59小计:
三层:小计:
雨蓬:
S=(2.7-0.12)*0.9+12*(1.32-0.12)=16.72
㎡
㎡
㎡
㎡ ㎡
m3 ㎡
㎡
㎡ ㎡ ㎡
㎡
㎡ ㎡
㎡ ㎡9-4-164
9-4-154
9-4-1
9-5-203
10-1-5
挑檐:
S=(3.3+0.24+4.36+0.3)*0.3=2.46油漆、涂料工程量:
内墙工程量:
工程量=抹灰面积顶棚工程量:
工程量=抹灰面积
外墙工程量:
工程量=抹灰面积
木材面油漆工程量
S=门洞口体积*系数M1:
S=0.9*2.5*13*系数1=29.25
M2:
S=0.8*2*3*系数1=4.8
不锈钢栏杆工程量:
室内楼梯:斜长:
L=
(3.3+0.4)*1.15+(2.1+0.4)*1.15+(3+0.4)*1.15*2=14.95
水平长:
L=转弯处:(0.1+0.06+0.1)*3处+0.9+1.14+0.06+0.1=2.98小计:
露台:水平长:
(4.36-0.12)*2+3.2=11.78小计:
脚手架工程:外脚手架:墙:
S=外墙外边线长度*设计脚手架高度S1=
(1.7+3.9+0.4+2.1+0.2)*(6.93+0.8)=64.16S2=(3.9+0.4)*(9.7-6.4+0.83)=17.76S3={[(12+0.19)+(10.8+0.19)]*2-(3.9+0.4)}*(10.53+0.8)=485.60柱:
S=(断面周长+3.6)*柱高=987.36KZ1:S={[(0.4+0.4)*2+3.6]*(0.8+0.5+9.87)}*9=522.72
KZ1a:S={[(0.4+0.4)*2+3.6]*(0.8+0.5+9.87)}*2=116.17
KZ2:S={[(0.4+0.4)*2+3.6]*(0.8+0.5+9.87)}*1=58.08
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㎡
m
m
m ㎡
㎡10-1-10210-1-103
10-1-22
10-1-22
10-1-51KZ3:S={[(0.4+0.4)*2+3.6]*(0.8+0.5+9.87)}*2=116.17
KZ4:S={[(0.4+0.4)*2+3.6]*(0.8+0.5+9.87)}*3=174.25
KZ5:S={[(3.14*0.175)+3.6]*(3.3)}*2=45.64
梁L1一层:S=(4.5-0.3)*(3.3-0.12)*2=26.71二层S=(4.5-0.24)*(3.3-0.12)*2=27.09三层:S=(4.5-0.24)*(3.3-0.13)*2=27.86
L3
S=(12-0.3*5)*(3.3-0.12)*1=33.39
里脚手架(内墙砌筑脚手架)因为高度小于3.6米.又因为是轻质墙
钢管架3.6m以内 双排
一层:
S=[(3.3-0.24)+(6-0.24)*3+(4.5-0.3)+(11.76-0.24)]*平均高+[(2.58-0.24)+(1.24-0.24)]*(3.3-0.1)=114.82+10.69=125.51
二层:
S=[(6-0.24)*3+(4.5-0.3)+(11.76-0.24)]*平均高+[(2.58-0.24)+(1.24-0.24)]*(3.3-0.1)=105.07+10.69=115.76
三层:
S=[(6-0.24)*3+(4.5-0.3)+(11.76-0.24)]*平均高+[(2.58-0.24)+(1.24-0.24)]*(3.3-0.1)=105.07+10.69=115.76
装饰脚手架一层:
S=内墙砌筑里脚手架工程量*0.3=125.51*0.3=37.65
二层:
S=内墙砌筑里脚手架工程量*0.3=115.76*0.3=34.73
三层:
S=内墙砌筑里脚手架工程量*0.3=34.73
垂直封闭S=(L外+1.5*8)*(建筑物脚手架高度+1.5)一,二层:
S=(L外+1.5*8)*(建筑物脚手架高度
+1.5)=(2.6*2+3.9+0.19+1.5*8)*(0.8+6.93+1.5)=196.51
三层
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