工 程 量 计 算 表
工程名称:广泉小区9#楼建筑工程
定额编号
工 程 项 目
单位
计 算 式
工程量
6-2
基础底板垫层砼C15
M3
A=(59.4+0.3*2+0.2*2)*(15.3+1.75*2+0.2*2)-(4.8+4.2-0.125-0.1-0.2*2)*(1.75
-0.3)*2+(2.7+0.3*2+0.2*2)*(1.65-0.3)=1140.39
V=1140.39*0.1=114.04
集水坑多出砼:1m*1m=2个
△L=√ 12+12 -1=0.414 L平均=1/2*(1+0.3*2+1*2+1.6)=2.6
△V1=2.6*0.414*0.1*4*2=0.86
污水坑多出砼:1m*0.925m=1个 1m*1m=1个
△L=√ 0.722+0.722 -0.72=0.298 L平均1=1/2*[(0.925+0.3*2)*2+0.72*2]=2.245
L平均2=1/2*(1+0.3*2++0.72*2+1.6)=2.32
△V2=2.245*0.298*0.1*2+2.32*0.298*0.1*2+2.32*0.298*0.1*4=0.55
∑V=114.04+0.86+0.55=115.45
115.45
7-1
垫层模板
M2
L垫外=(59.4+0.3*2+0.2*2)*2+(15.3+1.75*2+0.2*2)*2+(1.65-0.3)*2+(1.75
-0.3)*4=167.7
A=167.7*0.1=16.77
16.77
6-58
基础底板后浇带砼C35
M3
V=(15.3+1.75*2)*0.8*0.3=4.51
4.51
7-10
基础底板后浇带模板
M2
A=0.8*0.3*2=0.48
0.48
6-3H
基础底板砼C30抗
M3
A=(59.4+0.3*2)*(15.3+1.75*2)-(4.8+4.2-0.125-0.1)*(1.75-0.3)*2+(2.7+
0.3*2)*(1.65-0.3)=1107.01
V=1107.01*0.3=332.1
集水坑多出砼:1m*1m=2个
V1=1/3*1*[(1+0.3*2)*1.6+(1.6+1*2)*3.6+√ 1.62*3.62 ]=7.09*2=14.18
污水坑多出砼:1m*0.925m=1个 1m*1m=1个
V2=1/3*0.72*[(1+0.3*2)*(0.925+0.3*2)+(1.6+0.72*2)*(1.525+0.72*2)+
√ 1.6*1.525*3.04*2.965 ]*1+1/3*0.72*[(1+0.3*2)*1.6+(1.6+0.72*2)
*3.04+√ 1.62*3.042 ]*1=7.87
∑V=332.1+14.18+7.87-1*1*1*2-1*0.925*0.72-1*1*0.72-4.51=346.25
346.25
7-7
基础底板模板
M2
L基外=(59.4+0.3*2)*2+(15.3+1.75*2)*2+(1.65-0.3)*2+(1.75-0.3)*4=166.1
A=166.1*0.3=49.83
集水坑、污水坑:A=1*4*1*2+(1*2+0.925*2)*0.72+1*4*0.72=13.65
∑A=49.83+13.65-0.48+(15.3+1.75*2)*0.3*2(后浇带侧面)=74.28
74.28
6-25
基础梁后浇带砼C35
M3
V=0.4*0.5*0.8*2=0.32
0.32
7-40
基础梁后浇带模板
M2
A=0.8*(0.8-0.3)*4=1.6
1.6
6-24
基础梁砼C30
M3
共16根
JL1=0.55*(1-0.3)*15.3*2=11.78
A1=(1-0.3)*2*15.3*2=42.84
JL2=0.55*(1-0.3)*15.3*1=5.89
A2=(1-0.3)*2*15.3*1=21.42
JL3=0.55*(1-0.3)*15.3*7=41.23
A3=(1-0.3)*2*15.3*7=149.94
JL4=0.55*(1-0.3)*15.3*4=23.56
A4=(1-0.3)*2*15.3*4=85.68
JL5=[0.4*(1-0.3)*(6.6-0.25-0.275)+0.4*(0.8-0.3)*(4.2*8+4.8*4-0.55*11-0.275
-0.25)]*2=21.89
A5=[(1-0.3)*2*6.075+(0.8-0.3)*2*46.225]*2=109.46
∑V=104.35-0.32=104.03
∑A=409.34
104.03
7-27
基础梁模板
M2
∑A=409.34-1.6+0.4*(0.8-0.3)*4(后浇带侧面)=408.54
408.54
工 程 量 计 算 表
工程名称:广泉小区9#楼建筑工程
定额编号
工 程 项 目
单位
计 算 式
工程量
6-2
基础底板垫层砼C15
M3
A=(59.4+0.3*2+0.2*2)*(15.3+1.75*2+0.2*2)-(4.8+4.2-0.125-0.1-0.2*2)*(1.75
-0.3)*2+(2.7+0.3*2+0.2*2)*(1.65-0.3)=1140.39
V=1140.39*0.1=114.04
集水坑多出砼:1m*1m=2个
△L=√ 12+12 -1=0.414 L平均=1/2*(1+0.3*2+1*2+1.6)=2.6
△V1=2.6*0.414*0.1*4*2=0.86
污水坑多出砼:1m*0.925m=1个 1m*1m=1个
△L=√ 0.722+0.722 -0.72=0.298 L平均1=1/2*[(0.925+0.3*2)*2+0.72*2]=2.245
L平均2=1/2*(1+0.3*2++0.72*2+1.6)=2.32
△V2=2.245*0.298*0.1*2+2.32*0.298*0.1*2+2.32*0.298*0.1*4=0.55
∑V=114.04+0.86+0.55=115.45
115.45
7-1
垫层模板
M2
L垫外=(59.4+0.3*2+0.2*2)*2+(15.3+1.75*2+0.2*2)*2+(1.65-0.3)*2+(1.75
-0.3)*4=167.7
A=167.7*0.1=16.77
16.77
6-58
基础底板后浇带砼C35
M3
V=(15.3+1.75*2)*0.8*0.3=4.51
4.51
7-10
基础底板后浇带模板
M2
A=0.8*0.3*2=0.48
0.48
6-3H
基础底板砼C30抗
M3
A=(59.4+0.3*2)*(15.3+1.75*2)-(4.8+4.2-0.125-0.1)*(1.75-0.3)*2+(2.7+
0.3*2)*(1.65-0.3)=1107.01
V=1107.01*0.3=332.1
集水坑多出砼:1m*1m=2个
V1=1/3*1*[(1+0.3*2)*1.6+(1.6+1*2)*3.6+√ 1.62*3.62 ]=7.09*2=14.18
污水坑多出砼:1m*0.925m=1个 1m*1m=1个
V2=1/3*0.72*[(1+0.3*2)*(0.925+0.3*2)+(1.6+0.72*2)*(1.525+0.72*2)+
√ 1.6*1.525*3.04*2.965 ]*1+1/3*0.72*[(1+0.3*2)*1.6+(1.6+0.72*2)
*3.04+√ 1.62*3.042 ]*1=7.87
∑V=332.1+14.18+7.87-1*1*1*2-1*0.925*0.72-1*1*0.72-4.51=346.25
346.25
7-7
基础底板模板
M2
L基外=(59.4+0.3*2)*2+(15.3+1.75*2)*2+(1.65-0.3)*2+(1.75-0.3)*4=166.1
A=166.1*0.3=49.83
集水坑、污水坑:A=1*4*1*2+(1*2+0.925*2)*0.72+1*4*0.72=13.65
∑A=49.83+13.65-0.48+(15.3+1.75*2)*0.3*2(后浇带侧面)=74.28
74.28
6-25
基础梁后浇带砼C35
M3
V=0.4*0.5*0.8*2=0.32
0.32
7-40
基础梁后浇带模板
M2
A=0.8*(0.8-0.3)*4=1.6
1.6
6-24
基础梁砼C30
M3
共16根
JL1=0.55*(1-0.3)*15.3*2=11.78
A1=(1-0.3)*2*15.3*2=42.84
JL2=0.55*(1-0.3)*15.3*1=5.89
A2=(1-0.3)*2*15.3*1=21.42
JL3=0.55*(1-0.3)*15.3*7=41.23
A3=(1-0.3)*2*15.3*7=149.94
JL4=0.55*(1-0.3)*15.3*4=23.56
A4=(1-0.3)*2*15.3*4=85.68
JL5=[0.4*(1-0.3)*(6.6-0.25-0.275)+0.4*(0.8-0.3)*(4.2*8+4.8*4-0.55*11-0.275
-0.25)]*2=21.89
A5=[(1-0.3)*2*6.075+(0.8-0.3)*2*46.225]*2=109.46
∑V=104.35-0.32=104.03
∑A=409.34
104.03
7-27
基础梁模板
M2
∑A=409.34-1.6+0.4*(0.8-0.3)*4(后浇带侧面)=408.54
408.54
工 程 量 计 算 表
工程名称:广泉小区9#楼建筑工程
定额编号
工 程 项 目
单位
计 算 式
工程量
6-17
柱砼C30
M3
KZ1=4 KZ2=16 KZ2a=8 KZ3=17 KZ4=4 KZ5=4 KZ6=3 共56根
V=0.45*0.6*(4.2+14.4)*56=281.23
281.23
7-11
柱模板
M2
1 A1=(0.45+0.6)*2*(4.2-0.05)*20+(2.1-0.25)*4.15*4=205.01
A2=(0.45+0.6)*2*(0.05+14.4)*56=1699.32
A3=(0.45+0.6)*2*4.15*32-0.3*4.15*64-0.25*(4.2-0.6)*28-0.25*4.15*4=169.85
∑A=2074.18
② A1=(0.45+0.6)*2*(4.2-0.05)*20+(2.1-0.25)*4.15*4=205.01
A2=(0.45+0.6)*2*(0.05+14.4)*56=1699.32
∑A=1904.33
2074.18
1904.33
6-60
墙后浇带砼C35
M3
V=0.8*0.25*(4.9-0.6)*2+0.8*0.3*(4.9-0.05)*2-0.8*1.47*0.3*2=3.34
3.34
7-26
墙后浇带模板
M2
A=0.8*(4.9-0.6)*4+0.8*(4.9-0.05)*2+0.8*(4.9-0.05-0.15)*2-0.8*1.5*4+0.8*
0.3*2=24.72
24.72
6-36H
墙砼C30抗
M3
L300=(59.4 -0.45*12-0.15*2)*2=107.4 H=4.9-0.05=4.85
L300′=(15.3-0.6*2-0.3*2)*2=27 H=4.2-0.05=4.15
采光井: H=4.9-0.6=4.3
L250=(6.6+4.2+0.3+0.125)+(4.2*3+4.8*2+0.1*2)+(4.2*2+0.125+0.3)+(59.4
+0.3*2)+(1.75-0.3-0.25)*26+(2.7+0.3*2)+(1.65-0.3-0.25)*2=139.15
L200=(1.75-0.3-0.25)*2=2.4 H=4.9-0.6=4.3
V=107.4*4.85*0.3+27*4.15*0.3+139.15*0.25*4.3+2.4*4.3*0.2=341.53
扣门窗V=0.3*(1.47*1.47*24+1.17*1.47)=16.07(注意:要扣的应该是剪力墙的
洞口,剪力墙洞口有时与门窗洞口大小不同)
∑V=341.53-16.07-3.34=322.12+0.3*0.45*(4.9-4.2)*28=324.77
324.77
6-36
墙砼C30
M3
楼梯间内墙:L250=(6-0.3*2)*4=21.6 H=4.2-0.05=4.15
V=21.6*0.25*4.15=22.41
22.41
7-20
墙模板
注:①、②算法分
别对应柱模板。
M2
①外墙:L外1=(60-0.45*14)*2=107.4 H=4.9-0.05=4.85
L外2=(15.9-0.6*4)*2=27 H=4.2-0.05=4.15
L里1=107.4 H=4.9-0.05-0.15=4.7
L里2=27 H=4.2-0.05-0.15=4
大模板A1=107.4*4.85+27*4.15-0.2*(4.9-0.6)*2+107.4*4.7+27*4-(0.55-0.45)*
0.7*28=1242.04
大模板A2=1196.26(同第②种算法)
大模板A3=172.8(同第②种算法)
大模板:
∑A=1242.04+1196.26+172.8=2611.1-24.72+0.25*(4.9-0.6)*4+0.3*(4.9-0.05 -0.15
-1.5)*4(墙后浇带侧面)=2594.52+0.45*(4.9-4.2)*28-0.25*(4.9-4.2)*26
=2598.79
普通模板:
∑A=2598.79-(1.5*1.5*24+1.2*1.5)*2+1.5*3*0.3*24+(1.5*2+1.2)*0.3=2520.85
②外墙:L外1=(59.4+0.3*2)*2-(0.25*26+0.2*2)=113.1 H=4.9-0.6=4.3
L外2=113.1+0.25*26+0.2*2=120 H=0.6-0.05=0.55
L外3=(15.3+0.3*2)*2-0.25*2=31.3 H=4.2-0.6=3.6
L外4=31.3+0.25*2=31.8 H=0.6-0.05=0.55
L里1=59.4*2-0.45*24-0.15*4=107.4 H=4.9-0.05-0.15=4.7
L里2=15.3*2+0.15*12+(0.3*2+0.45)*24 -0.25*4=56.6 H=4.2-0.05-0.15=4
大模板A1=113.1*4.3+120*0.55+31.3*3.6+31.8*0.55+107.4*4.7+56.6*4 -(0.55-0.45)
*0.7*28=1411.72
采光井:L外=[(6.6+4.2+0.3-0.125)+(4.2*3+4.8*2+0.1*2-0.125*2)+(4.2*2+0.3
-0.125)+(59.4+0.3*2-0.125*2)+(1.75-0.3-0.125)*8+(1.75-0.3-
0.25)*20+(2.7+0.3*2-0.125*2)+(1.65-0.3-0.125)*2]*2-0.2*2-
0.25*18=278.2
大模板A2=278.2*(4.9-0.6)=1196.26
楼梯间内墙:L净=(6-0.3*2)*4=21.6
大模板A3=21.6*2*(4.2-0.05-0.15)=172.8
大模板:
∑A=1411.72+1196.26+172.8=2780.78-24.72+0.25*(4.9-0.6)*4+0.3*(4.9-0.05-0.15
-1.5)*4(墙后浇带侧面)=2764.2+0.45*(4.9-4.2)*28-0.25*(4.9-4.2)*26
=2768.47
普通模板:
∑A=2768.47-(1.5*1.5*24+1.2*1.5)*2+1.5*3*0.3*24+(1.5*2+1.2)*0.3=2690.53
大模板
2598.79
普通模板
2520.85
大模板
2768.47
普通模板
2690.53
6-36
污水坑墙砼C30
M3
L中=(0.925+0.08)*2+(1+0.08*2)+(1+0.08)*2+(1+0.08*2)=6.49
V=6.49*0.16*(4.9-4.15)+0.08*0.08*[(1-0.04*2)+(0.925-0.04)*2+(1-0.04*2)
+(1-0.04)*2]=0.81
0.81
7-20
污水坑墙模板
M2
L1=(0.925+0.16)*2+(1+0.16*2)+(1+0.16)*2+(1+0.16*2)=7.13
L2=0.925*2+1+1*3=5.85
L3=(1-0.04*2)+(0.925-0.04)*2+(1-0.04)*2+(1-0.04*2)=5.53
L4=(0.925-0.08)*2+(1-0.08*2)+(1-0.08)*2+(1-0.08*2)=5.21
A=7.13*(4.9-4.15)+5.85*(4.9-4.15-0.08)+5.53*0.08+5.21*0.08=10.13
10.13
6-89
污水坑预制盖板砼C30
M3
V=(0.98*0.98+0.98*0.904 -3.14*0.34*0.34*2)*0.09=0.1
0.1
7-74
污水坑预制盖板模板
M2
A=(0.98*2+0.904*2)*0.09+0.98*4*0.09+2*3.14*0.34*2*0.09=1.08
1.08
6-60
女儿墙后浇带砼C35
M3
V=[0.8*0.1*(0.9-0.06)+0.8*0.21*0.06]*2=0.15
0.15
7-26
女儿墙后浇带模板
M2
A=0.8*(0.9-0.06)*4+0.8*(0.06*2+0.05+0.06)*2=3.06
3.06
6-36
女儿墙砼C30
M3
L中1=(59.4+0.3*2-0.05*2)*2+(15.3+0.3*2-0.05*2)*2=151.4
L中2=(59.4+0.3*2+0.05-0.105)*2+(15.3+0.3*2+0.05-0.105)*2=151.58
V=151.4*0.1*(0.9-0.06)+151.58*0.21*0.06=14.63-0.15=14.48
14.48
7-20
女儿墙模板
M2
A=151.4*(0.9-0.06)*2+151.58*(0.06*2+0.05+0.06)=289.22-3.06+0.1*0.84*4+0.06*
0.21*4(女儿墙后浇带侧面)=286.55
286.55
定额编号
工 程 项 目
单位
计 算 式
工程量
6-62
板后浇带砼C35
M3
A150=(6+2.1+6.6)*0.8=11.76
A120=(6+2.1+6.6)*0.8*3+(2.1+6.6)*0.8=42.24
V=11.76*0.15+42.24*0.12=6.83
6.83
7-53
板后浇带模板
M2
A=11.76+42.24=54
54
6-29
板砼C30
M3
-1层:
A150有=3.15*(6+2.1+6.6)+3*14.7+(4.2-0.15-0.125)*14.7+(4.8-0.125-0.15)*
14.7*2+(4.2-0.1*2)*(2.1+6.6)*2+(4.2-0.15-0.125)*14.7+(4.2-0.125*2)
*14.7*2+(4.8-0.125*2)*14.7*2+(4.2-0.125-0.15)*(6-1.6)+(1.3-0.125)*
(1.6-0.25)+(1.6-0.25)*(4.2-1.3-0.2-0.15)+(4.2-0.125-0.15)*(2.1+6.6)
+(4.2-0.125)*14.7=774.68
V1=774.68*0.15=116.2
A1=774.68
1层:
A150有=(6.6-0.2)*(6+6.6)=80.64
A120有=(6.6-0.2)*(2.7-0.3*2)+(59.4 -6.6-0.2-0.3*7-0.25*4)*(15.3-0.3*2)
-(4.2-0.1*2)*6*2-0.7*0.65-(1.3+0.2-0.125)*(1.6-0.25)-(4.2-0.125-0.2)
*0.25=689.81
V2=80.64*0.15+689.81*0.12=94.87
A2=80.64+689.81+(0.7+0.65)*0.12=770.61
2层:
A150有=(6.6-0.2)*(6+6.6)=80.64
A120有=(6.6-0.2)*(2.7-0.3*2)+(59.4 -6.6-0.2-0.3*3-0.4*3-0.25*5)*(6.6+2.1)
+6*(4.2+4.8-0.2-0.3-0.2+4.8+4.2*2-0.15-0.25*2)+(4.2-0.125-0.15)*6-0.65*
0.7-0.25*(4.2-0.125-0.15)-(1.3+0.2-0.125)*(1.6-0.25)=587.27
V3=80.64*0.15+587.27*0.12=82.57
A3=80.64+587.27+(0.7+0.65)*0.12=668.07
3层:
A150有=(6.6-0.15)*(6.6+6)=81.27
A120有=(6.6-0.15)*(2.7-0.3*2)+(59.4 -6.6-0.15-0.25*11)*(15.3-0.3*2)-
6*(4.2-0.1*2)*2-0.7*0.7=698.59
V4=81.27*0.15+698.59*0.12=96.02
A4=81.27+698.59+0.7*3*0.12=780.11
4层:
A150有=(6.6-0.15)*(6.6+6)=81.27
A120有=(6.6-0.15)*(2.7-0.3*2)+(59.4 -6.6-0.15-0.25*11)*(15.3-0.3*2)-
0.7*0.825-0.7*0.7=746.01
V5=81.27*0.15+746.01*0.12=101.71
A5=81.27+746.01+(0.825*2+0.7)*0.12+0.7*3*0.12=827.81
∑V=491.37-6.83=484.54
∑A=3821.28
484.54
7-41
有梁板模板
M2
A=3821.28-54+(6+2.1+6.6)*0.15*2+14.7*0.12*3*2+(2.1+6.6)*0.12*2(后浇带
侧面)=3784.36
3784.36
6-57H
空调机板砼C30
M3
V=1.9*0.65*(26+30+25+35)*0.08=11.46
11.46
7-64
空调机板模板
M2
A=1.9*0.65*116+(1.9+0.65*2)*0.08*116=172.96
172.96
6-47
雨罩砼C30
M3
以结构图为准:
A1=(4.8+4.2-0.125-0.25-0.1)*(1.9-0.3-0.2)+(4.8-0.15-0.125)*(1.9-0.3-0.2)
=18.27
A2=(1.14+0.06)*(4.8-0.9*2)=3.6
V=18.27*0.08+3.6*0.1+0.06(1.2*2+3-0.06*2)*0.15=1.87
1.87
7-56
雨罩模板
M2
A=18.27+3.6=21.87
21.87
7-60
雨罩立板模板
M2
A=(1.2*2+3)*0.25+(1.14*2+3-0.06*2)*0.15=2.12
2.12
6-41
楼梯砼C30
M3
A=(4.2-0.1*2)*(6+0.1)*2+(4.2-0.1*2)*(6+0.05)*2*3-3.4*1.4*2*4=155.92
155.92
7-54
楼梯模板
M2
A=155.92
155.92
6-17
楼梯柱砼C30
M3
TZ1=0.3*0.3*(4.9-3.979)=0.08
TZ2=0.25*0.35*(0.05+0.814)*2=0.15
∑V=0.23
0.23
7-11
楼梯柱模板
M2
A=0.3*4*(4.9-3.979)+(0.25+0.35)*2*(0.05+0.814)*2=3.18
3.18
工 程 量 计 算 表
工程名称:广泉小区9#楼建筑工程
定额编号
工 程 项 目
单位
计 算 式
工程量
二次结构
-1层:
6-89
架空层现场预制盖板砼C30
M3
B10-5=(3+3*2+3)*2=24
B10-7=5*24=120
B12-1=3*(13+8*6+9*4)+5*14+3*3*2*2=397
B12-2=1*(13+8*6+9*4)=97
B12-7=4*(13+8*8+9*4)=452
B15-1=5*2=10 共计1100块
V=0.086*(24+120)+0.057*397+0.057*97+0.107*452+0.068*10=89.59
89.59
7-74
预制盖板模板
M2
A1=[1/2*(0.46+0.49)*0.15*2+1.2*√0.152+0.0152 *2]*(120+24)=72.62
A2=[1/2*(0.46+0.49)*0.08*2+1.5*√ 0.082+0.0152 *2]*(397+97)=158.17
A3=[1/2*(0.46+0.49)*0.15*2+1.5*√ 0.152+0.0152 *2]*452=268.82
A4=[1/2*(0.46+0.49)*0.08*2+1.8*√ 0.082+0.0152 *2]*10=3.69
∑A=503.3
503.3
4-32
架空层地垄墙页岩砖240厚
M3
L10-7=(2.7-0.3*2)*16=33.6 H=4.9-4.12-0.15=0.63
L12-1、2=(6.6-0.25-0.275)*4+(4.2-0.55)*3*6+(4.8-0.55)*3*4+1.125*8*2=159
H=0.7
L12-2=(6.6-0.25-0.275)+(4.2-0.55)*7+(4.8-0.55)*4+(4.2-0.25-0.275)=52.3
H=4.4 -4.12-0.08=0.2
L12-7=(6.6-0.25-0.275)*4+(4.2-0.55)*4*8+(4.8-0.55)*4*4=209.1 H=0.63
L12-7=52.3 H=4.4-0.15-4.12=0.13
L15-1=(2.7-0.3*2)*11=23.1 H=4.9-4.12-0.08=0.7
V=0.24*(33.6*0.63+159*0.7+52.3*0.2+209.1*0.63+52.3*0.13+23.1*0.7)=71.43
71.43
过梁砼C20
M3
L1=(1.2+0.3*2)*22=39.6 L2=(0.9+0.3*2)*2=3 L3=(1.2+0.3*2)*3=5.4
V1=0.15*0.2*(39.6+3)=1.28
V2=0.25*0.15*5.4=0.2 ∑V=1.48
过梁模板
M2
A=(1.8*0.15*2+1.2*0.2)*22+(1.5*0.15*2+0.9*0.2)*2+(1.8*0.15*2+1.2*0.25)*3=20.94
门抱框砼C20
M3
V1=0.1*0.2*(2.1*2*22+2*2*2)=2
V2=0.1*0.25*2.1*2*3=0.32 ∑V=2.32
门抱框模板
M2
A=(0.1*2+0.2)*(2.1*2*22+2*2*2)+(0.1*2+0.25)*2.1*2*3=45.83
配筋带砼C20
M3
L1=(60-0.45*14)+(60-4.8*2-4.2-0.45*11)+2.1-(39.6+3)=54.45
L2=4.8*2+4.2-0.45*3=12.45-5.4=7.05
V1=0.05*0.2*54.45=0.54
V2=0.05*0.25*7.05=0.09 ∑V=0.63
配筋带模板
M2
A=0.05*2*(54.45+7.05)=6.15
构造柱砼C20
M3
V=(0.2*0.2+0.05*2*0.2)*(4.2-0.05-0.5)*2=0.44
构造柱模板
M2
A=(0.2+0.1*2)*2*3.65*2=5.84
陶粒砌块框架间墙190厚
M3
H1=4.2-0.05-0.55=3.6
L1=(6.6-0.3*2)*9+(6-0.3*2)*5=81
H2=4.2-0.05-0.5=3.65
L2=(6.6-0.15-0.225)*2=12.45
H3=4.2-0.4-0.55=3.25
L3=(6-0.3*2)*3=16.2
H4=4.4-0.05-0.5=3.85
L4=(4.2*2+4.8-0.45*3)*2+(4.2*2-0.45*2)+(4.2*4+4.8-0.45*4-0.225-0.15)(4.2*3+4.8-0.45*3-0.225-0.15)+(2.7-0.3*2)=68.4
H5=4.4-0.05-0.55=3.8
L5=4.2*2+4.8*2-0.45*4=16.2
H6=4.2-0.3=3.9
L6=2.7-0.3*2=2.1
V=0.19*(3.6*81+3.65*12.45+3.25*16.2+3.85*68.4+3.8*16.2)=135.77
∑V=135.77-(1.28+2+0.54+0.44)-0.19*(1.176*2.088*19+1.176*1.988*2+0.876
*2.088*2+1.18*2.09)=120.59
陶粒砌块框架间墙240厚
M3
H=4.4-0.05-0.5=3.85
L=4.8*2+4.2-0.45*3=12.45
V=0.24*3.85*12.45-(0.2+0.32+0.09)-1.176*2.088*3*0.24=9.13
1层:
过梁砼C20
M3
L300=(1.5+0.3*2)*33+(1.2+0.3*2)*1+(2.4+0.3*2)*3+(1.4+0.3*2)=82.1
L200=(1.8+0.3+0.225)+(0.9+0.3*2)+(0.9+0.3+0.2)*2+(0.9+0.3)*2+(1.2+0.6)
*10+(1.5+0.6)*2+(1+0.6)*6+(1.8+0.6)=43.23
V=0.4*0.15*[82.1-(2.4+0.3*2)*3-(1.4+0.3*2)]+0.3*0.15*[(2.4+0.3*2)*3+(1.4+
0.3*2)]+0.2*0.15*43.23=6.59
过梁模板
M2
L300=71.1 L300′=11 L200=43.23
A1=2.1*(0.15*2+0.1)*33+1.8*(0.15*2+0.1)*1+1.5*0.3*33+1.2*0.3*1=43.65
A2=3*0.15*2*3+2.4*0.3*3+2*0.15*2+1.4*0.3=5.88
A3=2.325*0.15*2+1.8*0.2+1.5*0.15*2+0.9*0.2+(1.4*0.15*2+0.9*0.2)*2+(1.2*0.15*
2+0.9*0.2)*2+(1.8*0.15*2+1.2*0.2)*10+(2.1*0.15*2+1.5*0.2)*2+(1.6*0.15*2)
+1*0.2)*6+(1.8*0.2+2.4*0.15*2)=18.79
∑A=68.32
门抱框砼C20
M3
V1=0.3*0.1*(2.4*2*3+2.1*2)=0.56
V2=0.2*0.1*(2*2+2*2*5+2.1*2*10+2.1*2*2+2.1*2*6+2.1*2)=2.08
∑V=2.64
门抱框模板
M2
A=(0.1*2+0.3)*(2.4*2*3+2.1*2)+(0.1*2+0.2)*(2*2+2*2*5+2.1*2*10+2.1*2
*2+2.1*2*6+2.1*2)=50.82
配筋带砼C20
M3
L300=(60-0.45*14)*2+(15.9-0.6*4)*2=134.4
L300′=134.4 -82.1=52.3
V1=0.05*0.3*(134.4+52.3)=2.8
L200=(6.6-0.15-0.225)+(5.4*3+3.2*2)+4+0.9+2.1+6*7+1.8+4*3+(4.2-0.45)*4
+(4.2-0.225-0.15)+(4.8-0.45)*3-43.23=80.27
V2=0.05*0.2*80.27=0.8
∑V=3.6
配筋带模板
M2
A=0.05*2*(134.4+52.3+80.27)=26.7
构造柱砼C20
M3
V1=(0.3*0.3+0.05*0.3*2)*[(3.55+0.05-0.45)*3+(3.55+0.05-0.55)]=1.5
V2=(0.2*0.2+0.05*0.2*2)*(3.6-0.55)*7+(0.2*0.2+0.05*0.2*2)*(3.6-0.12)*
5+(0.2*0.2+0.05*0.2*3)*(3.6-0.12)*3=3.06
∑V=4.56
构造柱模板
M2
A=(0.3+0.1*2)*(3.15*3+3.05*2)+(0.2+0.1*2)*3.05*7*2+(0.3*2+0.1*2)*3.48*
5+(0.4+0.1*4)*3.48*3=51.85
陶粒砌块框架间墙190厚
M3
H1=3.6-0.3=3.3 L1=2.1
H2=3.6-0.55=3.05 L2=5.4*9+6*8=96.6
H3=3.6-0.5=3.1 L3=6.6-0.15-0.225=6.225
H4=3.6-0.4=3.2 L4=(4.2-0.45)*13+2.25+(4.8-0.45)*6=77.1
V=0.19*(3.3*2.1+3.05*96.6+3.1*6.225+3.2*77.1)=111.57
∑V=111.57-(1.3+2.08+0.8+3.06)-0.19*(1.8*2+0.9*2+1.17*2.085*7+1.47*2.085*2
+1*2.1*6+1.77*2.085*1)=94.77
陶粒砌块框架间墙290厚
M3
H1=3.6-0.55=3.05 L1=60-0.45*13-4.8=49.35
H2=3.6-0.85=2.75 L2=4.35
H3=3.6-0.45=3.15 L3 =60-0.45*14+15.9-0.6*4+6+5.4=78.6
H4=3.6-0.3=3.3 L4=2.1
V=0.29*(3.05*49.35+2.75*4.35+3.15*78.6+3.3*2.1)=120.93
∑V=120.93-(5.29+0.56+2.8+1.5)-0.29*(1.47*1.77*33+1.17*1.77+2.37*2.385*3+
1.37*2.085)=79.53
陶粒砌块内墙
M3
L=4.2-0.4+0.9+4.2-0.4+4.2+1.8+1.75+(4.2-0.4)*2+2.2+4.2=30.05
V=0.19*30.05*(3.6-0.12)-0.9*2*0.19-1.2*2.1*3*0.19=18.09
2层:
过梁砼C20
M3
L300=(1.5+0.3*2)*39=81.9
V1=0.4*0.15*81.9=5.53
L200=(1.8+0.3+0.225)+(0.9+0.3*2)*1+(0.9+0.3)*2+(1.2+0.6)*6+(1+0.6)
*8+(1.5+0.6)*2=34.03
V2=0.2*0.15*34.03=1.02
L200′=(0.9+0.3+0.2)+(1.2+0.6)*3+(1+0.6)=8.4
V3=0.2*0.15*8.4=0.25
∑V=6.8
过梁模板
M2
A=2.1*(0.15*2+0.1)*39+1.5*0.3*39+2.325*0.15*2+1.8*0.2+1.5*0.15*2+0.9*0.2+
(1.2*0.15*2+0.9*0.2)*2+(1.8*0.15*2+1.2*0.2)*6+(1.6*0.15*2+1*0.2)*8+(2.1
*0.15*2+1.5*0.2)*2+1.4*0.15*2+0.9*0.2+(1.8*0.15*2+1.2*0.2)*3+1.6*0.15*2+1*
0.2=68.68
门抱框砼C20
M3
V1=0.2*0.1*(2*2+2*2+2*2*2+2.1*2*6+2.1*2*8+2.1*2*2)=1.58
V2=0.2*0.1*(2*2+2*2*3+2.1*2)=0.4
∑V=1.98
门抱框模板
M2
A=(0.1*2+0.2)*(2*2*7+2.1*2*17)=39.76
配筋带砼C20
M3
L300=134.4 L300′=134.4-81.9=52.5
V1=0.05*0.3*(134.4+52.5)=2.8
L200=6.225+5.4*1+2.1+6*7+(4.2-0.45)*4+(4.2-0.15-0.225)+(4.8-0.45)*5-
34.03=62.27
V2=0.05*0.2*67.27=0.62
L200′=2.1+1.8+4*3-8.4=7.5
V3=0.05*0.2*7.5=0.08
∑V=3.5
配筋带模板
M2
A=0.05*2*(134.4+52.5+62.27+7.5)=25.67
构造柱砼C20
M3
V1=1.5
V2=(0.2*0.2+0.05*0.2*2)*(3.6-0.55)*7=1.46
V3=(0.2*0.2+0.05*0.2*2)*(3.6-0.12)*4+(0.2*0.2+0.05*0.2*3)*(3.6-0.12)
*4=1.81
∑V=4.77
构造柱模板
M2
A=(0.3+0.1*2)*(3.15*3+3.05)*2+(0.2+0.1*2)*3.05*2*7+(0.3*2+0.1*2)*3.48
*4+(0.4+0.1*4)*3.48*4=51.85
陶粒砌块框架间墙190厚
M3
H1=3.6-0.3=3.3 L1=2.1
H2=3.6-0.55=3.05 L2=5.4*9+6*8=96.6
H3=3.6-0.5=3.1 L3=6.225
H4=3.6-0.4=3.2 L4=(4.2-0.45)*11+(4.2-0.15-0.225)+(4.8-0.45)
*8+2+2.2=84.08
V=0.19*(3.3*2.1+3.05*96.6+3.1*6.225+3.2*84.08)=112.08
∑V=112.08-(1.02+1.58+0.62+1.46)-0.19*(1.8*2+0.9*2*3+1.17*2.085*6+0.97*2.085
*8+1.47*2.085*2)=98.67
陶粒砌块框架间墙290厚
M3
H=3.6-0.45=3.15 L=(60-0.45*14+15.9-0.6*4)*2=134.4
V=3.15*134.4*0.29=122.77
∑V=122.77-(5.53+2.8+1.5)-0.29*1.47*1.77*39=83.51
陶粒砌块内墙
M3
L=4+0.9+4.2*2+2.2+4*3=27.5
V=0.19*27.5*(3.6-0.12)-(0.25+0.4+0.08+1.81)-0.19*(0.9*2+1.2*2*3+1*2.1)
=13.53
3层:(同二层,门窗稍有不同)
过梁砼C20
M3
V=6.8
过梁模板
M2
A=68.68
门抱框砼C20
M3
V=1.98
门抱框模板
M2
A=39.76
配筋带砼C20
M3
V=3.5
配筋带模板
M2
A=25.67
构造柱砼C20
M3
V=4.77
构造柱模板
M2
A=51.85
陶粒砌块框架间墙190厚
M3
V=83.51
陶粒砌块框架间墙290厚
M3
V=98.67
陶粒砌块内墙
M3
V=13.53
4层:
过梁砼C20
M3
L300=(1.5+0.3*2)*40=84
V1=0.45*0.15*84=5.67
L200=(1.2+0.6)*7+(1+0.6)*16+(1.5+0.6)*2+(0.8+0.6)*1=43.8
V2=0.2*0.15*43.8=1.31
∑V=6.98
过梁模板
M2
A=2.1*(0.15*2+0.1)*40+1.5*0.3*40+(1.8*0.15*2+1.2*0.2)*7+(1.6*0.15*2+1*0.2)
*16+(2.1*0.15*2+1.5*0.2)*2+1.4*0.15*2+0.8*0.2=70.38
门抱框砼C20
M3
V=0.2*0.1*(2.1*2*7+2.1*2*16+2.1*2*2+1.8*2)=2.17
门抱框模板
M2
A=(0.1*2+0.2)*108.6=43.44
配筋带砼C20
M3
L300=134.4*2-84=184.8
V1=
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