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工程量计算书2
序号
工程名称
计量单位
工程
数量
计算式
1
独立挖方量
m3
89.504
[(1+0.2)x(1+0.2)x2+(2+0.2)+(1.8+0.2)x8+(2.2+0.2)x(2+0.2)x2+(2.5+0.2)]x(1.5+0.1)=89.504m3
2
条形基础挖方量
m3
283.304
1000基础L=(12.8-3+1+1.5-1+2+1.3+1.8+3+2+1.3-0.5-1.8-1.8+3.6+3.3+4.5-0.5-1.8-2+3.6+3.3-0.2+2+1.3+1.8+0.1+2-1.2+1.3-0.6=40.51m
1200基础L=3.5-1+(3.5+0.5-1.055)x2+3.5+1.5=13.39m
1400基础L=4.8-1.155-0.5=3.145m
1600基础L=(4.8-1.33-0.5)/2=1.49m
总挖方量:
[40.51x(1+0.2)+13.39x(1.2+0.2)+3.15x(1.4+0.2)+1.49x(1.6+0.2)x(1.5+0.4)]=283.304m3
3
独立基础体积
m3
23.32
﹙1x1x0.5)x2+(1.2x1.2x0.3+2x1.8x0.4)x8+(1.2x1.2x0.3+1.8x2x0.4)x2+(1.2x1.2x0.3+2.2x2x0.4)x1=23.32m3
4
条形基础体积
m3
56.73
1000基础截面积:
S1=0.25x0.5x0.37x1+0.12x0.06+0.12x0.125)x2=0.5494m2
1200基础截面积:
S1.2=0.25x0.5+0.37x1+(0.12x0.06+0.12x0.125+0.12x0.185)x2=0.5838m2
1400基础截面积:
S1.4=0.25x0.5+0.37x1+(0.12x0.06+0.12x0.125+0.12x0.185+0.12x0.25)x2=0.6438m2
1600基础截面积:
S1.6=0.25x0.5+0.37x1+(0.12x0.06+0.12x0.125+0.12x0.185+0.12x0.25+0.12x0.315)x2=0.7136m2
1000基础长度:
L1=3.5+1.5+4.8+3.6+3.3+4.5+3+1.3+1.8+0.3+2+1.3+2+1.3+1.8-0.12
+3.6+3.3-0.12+1.3-0.6+2-0.6-1.8-1.8-1.8-2-2.5-1.8=35.36m
1200基础长度:
L1.2=(3.5-1.055)×2+3.5+1.5-0.12=9.77m
1400基础长度:
L1.4=4.8-1.155=3.65m
1600基础长度:
L1.6=4.8-1.33=3.47m
V总=35.36×0.5394×2+9.77×0.5838×2+(3.645×0.6438)×2+3.47=56.73m3
5
垫层体积
m3
65.658
V=(75.08×0.4+27.97×0.1)×2=65.658m3
6
地圈梁
m3
5.4795
V=0.3×0.25×(3.5+1.5+4.8+3.6+3.3+4.5+2+1.3+1.8+3+2+1.3+2+1.3+(3.5-0.12)×4+(1.5+0.24)×2+(4.8-0.12)×2+2+1.3+1.8-0.2+3.6+3.3-0.12+2+1.3=5.4795m3
7
防潮层
m3
33.705
0.25×(58.82+76)=33.705m2
8
柱体积
m3
3.71
V=(0.24×0.24×1.5×26+0.25×0.25×1.5×6+0.3×0.4×1.5×5=3.71m3
9
房心填土
m3
94.1204
[(3.5-0.24)×(2-0.24)+(3.5-0.24)×(1.8-0.24)+(2-0.24)×(1.5-0.24)+(6.9-0.24)×(4.8-0.24)+(2-0.24)×(3.5-0.24)+(1.3-0.12)×(5-0.24)+(3.50.12)×(3-0.24)+91.5-0.14)×(1.3+1.8+3+2-0.24)+(4.8-0.24)×(4.5-0.24)+(3-0.24=3.3-0.24)×0.12]×0.6×2=94.1204m3
10
基础回填方量
m3
372.81
V填=89.504+283.304-65.66-23.32-56.73=227.098m3
基础砖用量:
V=56.73-5.48-3.71=47.54m3
基础混凝土用量:
V=5.478+(3.71+0.3996)+1.55+23.32=34.4576m3
基础挖方用量:
V=89.504+283.304=372.81m3
11
砌砖墙
m3
422.2
外墙:
[(4.5+5)×2+23.04×2]×0.24=47.3m3
内墙:
4.8×0.24×3×3+3.5×0.24×3×8+(23.04-3.44×2)×0.24×3+(23.04-3×2)×0.24×3+1.5×3×0.24×4=58.75m3
门窗洞口体积:
M1=2.1×1×0.24×10=5.01m3M2=0.9×2.1×0.24×30=13.608m3
M3=0.8×2.1×10×0.24=4.032m3M4=0.7×2.1×0.24×10=3.528m3M5=1.5×2×0.24×2×1=0.72m3TLM1=3×2.5×0.24×10=18m3TLM3=1.8×2.5×0.25×20=21.6m3C2=1.2×1.6×0.24×10=4.608m3C3=1.5×1.2×0.24×3=1.296m3C4=1.2×1.2×0.24×10=3.456m3C8=1.8×0.6×0.24×4=1.0368m3GC=0.9×1.2×0.24×10=2.592m3TC1=1.8×1.8×0.24×20=15.552m3TC2=1.5×2.1×0.24×10=7.56m3MD1=0.9×2.1×0.24×12=5.443m3V总=108.032m3砖砌体总量:
(47.3+58.75)×5-108.032=422.2m3
12
支模板
m2
2053.82
楼面模板:
254.9m2构造柱模板:
0.24×3×2×22=31.68m2梁模板:
外QL:
(22.8×2+9.8×2)×0.24=15.648m2LL2-01:
9×0.5×4+9×0.25=20.25m2XL2-02(A):
1.5×4×0.5+1.5×0.25×2=3.75m2L2-01
(1):
4.8×4×0.4+4.8×0.25×2=10.08m2LL2-02
(1):
3×2×4×0.4+0.25×3×2=11.1m2XL2-01(A):
1.5×8×0.4+0.25×2.6=2.73m2LL2-03
(1):
2.6×0.4×2+0.25×1.5×2=3.15m2L2-02
(1):
1.5×8×0.3+0.25×1.5×4=4.35m2L2-04
(1):
3.44×4×0.35+0.25×2×3.44=6.536m2内QL:
(22.8-3.44×2)×2×0.24+4.8×6×0.24+(22.8-3-2.6-3)×2×0.24+3.5×16×0.24+1.5×8×0.24=37.69m2TL02:
2.6×2×0.4+2.6×0.2=2.6m2总量:
124.184×5=620.92m2支模板总量=254.9×5+31.68×5+620.92=2053.82m2
13
现浇混凝土
m2
309.95
楼面混凝土:
[(254.9+9×1.5+3×1.5×2+2.6×1.5)-2.6×3.5]×0.1=27.22m2梁混凝土:
外QL:
(22.8×2+9.8×2)×0.14×0.24=2.19m2LL2-01:
0.25×0.4×9+0.25×0.4×1.5=1.05m2L2:
0.25×0.3×4.8×2=0.72m2LL2-02
(1):
0.25×0.3×3×2+0.25×0.3×1.5×2=0.675m2L2-02
(1):
0.25×0.2×1.5×2=0.15m2XL2-01(1A):
0.25×0.3×1.5×4=0.45m2L2-03
(1):
0.25×0.3×1.5×2=0.225m2XL2-02(1A):
0.25×0.4×1.5×3=4.6m2L2-04
(1):
0.25×0.25×2×2=0.25m2内QL:
(22.8-4)×0.24×0.14+(22.8-6-2.6)×0.24×0.14+3.5×8×0.24×0.14+1.5×4×0.24×0.14=22.68m2梁混凝土总量:
(22.68+10.31+27.22)×5=301.05m2柱混凝土量:
GZ:
0.24×0.24×3×26=4.49m2Z1:
0.3×0.4×3×5=1.8m2GZ1:
0.25×0.35×3×6=1.575m2LZ:
0.24×0.24×3×6=1.0368m2柱混凝土总量:
8.9m2现浇混凝土总量8.9+301.05=309.95m2
14
拆模量
m2
2053.82
拆模量:
2053.82m2
15
基础钢筋
t
2.2
1440×0.22+1560×1.21=2204.59kg=2.2t
16
柱钢筋量
t
22.03
GZ1:
16:
L=3m14:
L=3m箍筋:
φ8:
[(250-60)+(350-60)]×2+120=1080n=40GZ:
φ12:
L=3m箍筋:
φ6:
(240+240)×-30×8+100=820n=20Z1:
φ16:
L=3mφ14:
L=3m箍筋:
φ8:
[﹙300-60﹚+﹙400-60﹚]×2+120=1280n=20Z2:
16:
L=3m箍筋:
φ8:
[﹙300-60﹚+﹙300-60﹚]×2+120=1080n=20L2:
12L=3mφ6:
820n=20总量:
16:
3×4×6×5+3×4×5×5+3×4×2×5=780m14:
3×4×5×3+3×2×5×5=330m12:
3×4×26×5+3×4×6×5=1920mφ8:
1.08×20×6×5+1.28×20×5×5+1.08×20×2×5=1504mφ6:
0.82×20×26×5+0.82×20×6×5=2624m柱子钢筋重量:
780×1.58+330×1.21+1920×0.888+1504×0.395+2624×0.22=4508.02kg=4.51t钢筋总量:
3.86+10.85+0.55+0.66+2.2+4.51=22.03t
17
梁钢筋量
梁钢筋量
板钢筋量
t
t
t
23.98
3.857
10.85
L2-01:
12:
5040-50+12×2+2×150=5314mm30:
5040-50+2×30+2×150=5350mmφ6:
[﹙250-50﹚+(400-50)]×2+100=1200mmn=[(800-50)/100+1]×2+2600/100-1=30小计:
L12:
5.314×2×2×5=106.28mL30:
5.35×2×2×5=107mLφ6:
1.2×30×2×5=360mL2-02:
12:
1740-