清水公寓26号楼施工组织设计

目   录
1、中文摘要……………………………………………………………1
2、英文摘要……………………………………………………………2
3、目录…………………………………………………………………3
4、工程量计算…………………………………………………………4
5、施工项目时间计算…………………………………………………40
6、工程量清单…………………………………………………………42
7、清单及预算…………………………………………………………46
8、工程概况……………………………………………………………50
9、施工总部署…………………………………………………………50
10、施工平面布置及管理…………………………………………… 58
11、重难点技术措施………………………………………………… 59
12、定位、测量和沉降观测………………………………………… 64
13、地下室及基础施工方案………………………………………… 67
14、防水工程施工方案………………………………………………102
15、保证工期的管理措施……………………………………………114
16、季节性施工措施…………………………………………………119
17、降低成本计划……………………………………………………126
18、致谢………………………………………………………………128
19、参考文献…………………………………………………………129

工程量计算：

平整场地：
     S =（A+kH）×L-地下室面积
       =（23.57+0.33×9.35）×100.93-93.19×20.74
       =757.58㎡
基础桩：
              800工程桩，共87根
               700工程桩，共96根
               600工程桩，共19根
               600抗拔桩，共17根
          新增 800支撑桩，共10根
 800工程桩作支撑，共1根
挖基础土方：
     土方长100.93m，宽23.57m，地下一层层高5.25m，地下二层层高4.1m，二类土，机械开挖（坑内作业），放坡系数为1:0.33 
         k=0.33     H=9.35m    A=23.57m     L=100.93m
基础土方V=（A+kH）×H×L=（23.57+0.33×9.35）×9.35×100.93=25154.68㎥
回填土：
      地下室为93.19m×20.74m
回填土体积V=25154.68-93.19×20.74×9.35=7083.37㎥
钢筋：
一层墙柱，层高为3.9m
一：柱型号钢筋计算
   Vkzz1=16×S25×3.9+3.9÷0.1×{0.55×4+（0.28×2+0.55×2）+0.65×2}×S12
   Vkzz2=5×S25×3.9+15×S25×3.9+3.9÷0.1×{0.55×4+（0.28×2+
0.55×2）+0.65+0.64+0.94+0.34}×S12
Vkzz3（3A）=5×S20×3.9+17×S20×3.9+3.9÷0.1×{0.85×4+（0.14×4+0.55×4）+0.94+1.24+0.34}×S12
Vkzz4=5×S20×3.9+15×S25×3.9+3.9÷0.1×{（0.85×2+0.25×2）+0.94+0.34+（0.61×2+0.55×2）+（0.28×2+0.61×2）
  +0.71}×S12
Vkzz5=5×S20×3.9+17×S25×3.9+3.9÷0.1×{（0.85×2+0.55×2）+（0.55×4+0.14×4）+（1.15×2+0.25×2）+1.24+0.34} 
×S12
Vkzz6（6A）=18×S25×3.9+3.9÷0.1×{（0.85×2+0.55×2）+（0.14×4+0.55×4）+（0.4×2+0.85×2）+0.95}×S12
Vkzz7=20×S25×3.9+3.9÷0.1×{0.65×4+（0.15×8+0.65×8）}×S12
Vkzz8=4×S20×3.9+20×S25×3.9+3.9÷0.1×{（0.2×2+0.85×2）+0.28+（0.94×2+0.55×2）+（0.39×2+0.94×2）+1.04+（0.18×4+0.55
        ×4）}×S12
Vkzz9=5×S20×3.9+15×S25×3.9+3.9÷0.1×{0.55×4+（0.38×2+0.55×2）+0.65+0.34+0.94+（0.85×2+0.25×2）}×S12
Vkzz10（10A）=24×S25×3.9+3.9÷0.1×{（1.35×2+0.55×2）+（0.39×2+1.45×2）+（0.19×6+0.55×6）+0.65}×S12
Vkzz11=26×S25×3.9+3.9÷0.1×{（1.5×2+0.55×2）+（0.39×2+1.5×2）+1.6+（0.19×8+0.55×8）}×S12
Vkzz12=22×S25×3.9+3.9÷0.1×{（0.85×2+0.75×2）+（0.19×4+0.85×4）+（0.16×4+0.75×4）+0.84}×S12
Vkzz13=20×S25×3.9+3.9÷0.1×{（0.67×2+0.65×2）+（0.17×4+0.67×4）+（0.15×4+0.65×4）}×S12
Vkzz14=5×S20×3.9+19×S25×3.9+3.9÷0.1×{（0.85×2+0.25×2）+0.94+0.34+（0.85×2+0.55×2）+（0.38×2+0.85×2）+0.95+（0.18×2+0.55×2）+0.64}×S12
Vkzz15=15×S25×3.9+3.9÷0.1×{（0.55×2+0.59×2）+（0.36×2+0.59×2）
+0.69+0.64+（0.25×2+0.93×2）+1.02+（0.13×2+0.25×2）}
×S12

VAZ1=10×S18×3.9+3.9÷0.1×{（0.45×2+0.25×2）+（0.15×2+0.25×2）}×S10
VAZ2=19×S16×3.9+3×S20×3.9+3.9÷0.1×（1.04×2+0.25×2）×S12+3.9÷0.1×{（0.19×2+0.25×2）+（0.15×2+0.25×2）+0.29+（0.2×2+0.55×2）+0.28}×S10
VAZ3=13×S16×3.9+6×S20×3.9+3.9÷0.1×（0.25×2+0.72×2）×S12+3.9÷0.1×{（0.19×2+0.25×2）+（0.2×2+0.55×2）+0.28}×S10
VAZ4=16×S16×3.9+6×S20×3.9+3.9÷0.1×（0.25×2+1.25×2）×S12+3.9÷0.1×{（0.2×4+0.25×4）+（0.19×2+0.55×2）+0.28}×S10
VAZ5=11×S16×3.9+3×S20×3.9+3.9÷0.1×（0.57×2+0.25×2）×S12+3.9÷0.1×{0.34+0.28+（0.2×2+0.55×2）}×S10
VAZ6=12×S16×3.9+6×S20×3.9+3.9÷0.1×（0.25×2+0.95×2）×S12+3.9÷0.1×{0.34+0.34+0.28+（0.2×2+0.55×2）}×S10
VAZ7=13×S16×3.9+3×S20×3.9+3.9÷0.1×（0.25×2+0.63×2）×S12+3.9÷0.1×{0.34+0.34+（0.25×2+0.55×2）}×S10
VAZ8=12×S16×3.9 +3.9÷0.1×{（0.5×2+0.2×2）+0.28}×S10
VAZ9=14×S16×3.9+3.9÷0.1×（0.25×2+0.5×2）×S12+3.9÷0.1×{0.34+0.28+（0.2×2+0.55×2）}×S10
VAZ10=14×S16×3.9+3.9÷0.1×（0.55×2+0.25×2）×S12+3.9÷0.1×（0.34+0.34）×S10
VAZ11=15×S16×3.9+3×S20×3.9+3.9÷0.1×（0.25×2+0.94×2）×S12+3.9÷0.1×{0.28+0.34+（0.23×2+0.25×2）}×S10
VAZ12=21×S16×3.9+3×S20×3.9+3.9÷0.1×{（0.2×2+0.55×2）+（0.25×2+1.24×2）}×S12+3.9÷0.1×{（0.19×6+0.25×6）+0.28}×S10
VAZ13=17×S16×3.9+3×S20×3.9+3.9÷0.1×（0.25×2+0.9×2）×S12+3.9÷0.1×{0.34+（0.25×2+0.55×2）+0.34+（0.18×2+0.25×2）}×S10
VAZ14=17×S16×3.9+3×S20×3.9+3.9÷0.1×（0.25×2+0.8×2）×S12+3.9÷0.1×{0.34+0.34+（0.15×2+0.25×2）}×S10

VKZ1（1A）=16×S20×3.9 +3.9÷0.16×{（0.55×2+0.55×2）+（0.4×4+0.55×4）+0.65+0.65}×S10
VKZ2=12×S18×3.9 +3.9÷0.16×{0.45×4+（0.18×4+0.45×4）}×S8
VKZ3=18×S20×3.9 +3.9÷0.1×{（0.43×2+0.9×2）+0.53+（0.16×4+0.43×4）+（0.16×2+0.9×2）}×S10
VKZ4=20×S20×3.9 +3.9÷0.1×{（0.4×2+0.97×2）+（0.14×2+0.97×2）+（0.15×6+0.4×6）}×S10
VKZ5=14×S18×3.9 +3.9÷0.16×{（0.35×2+0.45×2）+0.45+0.65+（0.28×2+0.35×2）}×S10
VKZ6=8×S18×3.9 +3.9÷0.16×{（0.35×4+0.27×4）}×S8
VKZ7=10×S18×3.9 +3.9÷0.1×（0.35×2+0.45×2）×S10+3.9÷0.1×{（0.17×2+0.35×2）+0.55}×S8
VKZ8=16×S18×3.9 +3.9÷0.16×{（0.31×2+0.91×2）+1.01+（0.19×4+0.31×4）}×S10
VKZ9=24×S20×3.9 +3.9÷0.16×{（0.5×2+1.4×2）+（0.19×8+0.5×8）}×S10

VDZ1=21×S20×3.9 +3.9÷0.1×{（0.25×2+0.85×2）+0.34+0.55×4+0.64+0.65+（0.28×2+0.55×2）}×S10
VDZ2=22×S20×3.9 +3.9÷0.1×{（0.25×2+0.85×2）+0.94+0.55×4+0.64+0.65+（0.28×2+0.55×2）}×S10
VDZ3=21×S20×3.9 +3.9÷0.1×{（0.25×2+0.85×2）+0.34+0.55×4+0.64+0.65+（0.28×2+0.55×2）}×S10

VDZQ1=34×S20×3.9 +3.9÷0.1×{（0.3×2+1.51×2）+（0.25×2+1.1×2）}×S12+3.9÷0.1×{（0.25×2+0.5×2）+1.6+（0.16×4+0.3×4）+0.39+0.34+（0.13×2+0.25×2）}×S10
VDZQ2=38×S20×3.9 +3.9÷0.1×{（0.73×2+0.31×2）+（1.95×2+0.25×2）}×S12+3.9÷0.1×{（0.15×2+0.31×2）+0.83+（0.14×10+0.25×10）}×S10
VDZQ3=37×S22×3.9 +3.9÷0.1×{（0.3×2+1.95×2）+（0.85×2+0.67×2）}×S12+3.9÷0.1×{（0.13×6+0.3×6）+2.05+（0.11×2+0.85×2）+（0.12×4+0.67×4）+0.67}×S10
VDZQ4=39×S22×3.9 +3.9÷0.1×{（0.3×2+2.05×2）+（0.67×2+0.65×2）}×S12+3.9÷0.1×{2.15+（0.14×8+0.3×8）+（0.12×4+0.67×4）+0.74}×S10
VDZQ5=33×S22×3.9 +3.9÷0.1×{（0.3×2+1.95×2）+0.65×4}×S12+3.9÷0.1×{2.05+（0.14×6+0.3×6）+0.39+0.74+0.74+（0.14×2+0.65×2）}×S10
VDZQ6=44×S20×3.9 +3.9÷0.1×{（0.3×2+0.7×2）+（0.3×2+2.34×2）
+（0.3×2+0.6×2）}×S12+3.9÷0.1×{0.39+0.79+2.43+0.39+
0.69+（0.13×10+0.3×10）+0.39}×S10
VDZQ7=54×S20×3.9 +3.9÷0.1×{（0.4×2+0.91×2）+（0.3×2+2.6×2）+（0.6×2+0.55×2）}×S12+3.9÷0.1×{0.48+（0.12×2+0.4×2）+2.68+（0.14×10+0.3×10）+0.64+0.69+（0.12×2+0.6×2） }×S10

二：查表得：
S25=490.9mm2            S22=380.1mm2
S20=314.2mm2            S18=254.5mm2
S16=201.1mm2            S12=113.1mm2
S10=78.5mm2             S8=50.3mm2

三：计算钢筋体积  
Vkzz1=0.0534m3        Vkzz2=0.0345m3             Vkzz3（3A）= 0.0770m3
Vkzz4=0.0714m3        Vkzz5=0.0825m3             Vkzz6=0.0742m3
Vkzz7=0.0780m3        Vkzz8=0.0960m3             Vkzz9=0.0710m3
Vkzz10（10A）=0.1078m3    Vkzz11=0.1177m3            Vkzz12=0.0868m3
Vkzz13=0.0716m3        Vkzz14=0.0942m3            Vkzz15=0.0713m3

VAZ1=0.0167m3                    VAZ2=0.0414m3                    VAZ3=0.0334m3
VAZ4=0.0453m3                    VAZ5=0.0268m3                    VAZ6=0.0357m3
VAZ7=0.0294m3                    VAZ8=0.0209m3                    VAZ9=0.0248m3
VAZ10=0.0274m3                   VAZ11=0.0313m3                   VAZ12=0.0499m3
VAZ13=0.0387m3                   VAZ14=0.0313m3                       

VKZ1=0.0352m3                    VKZ2=0.0172m3          VKZ3=0.0482m3
VKZ4=0.0527m3                    VKZ5=0.0190m3          VKZ6=0.0110m3
VKZ7=0.0149m3                    VKZ8=0.0326m3          VKZ9=0.0612m3

VDZ1=0.0520m3                    VDZ2=0.0552m3                     VDZ3=0.0530m3                        

VDZQ1=0.1161m3                   VDZQ2=0.0944m3                    VDZQ1=0.1238m3
VDZQ4=0.1180m3                   VDZQ5=0.1080m3                    VDZQ6=0.1260m3
VDZQ7=0.1523m3                       

四：一层墙柱钢筋计算
1.    墙筋体积计算：
V墙筋=墙宽÷0.15×层高×墙长÷0.15×S截面+墙宽÷0.15
×墙长×层高÷0.15×S截面
因为S截面都是S12，所以公式可简化为
V墙筋=2×墙宽÷0.15×层高×墙长÷0.15×S12
轴26-L～26-H： 
V墙筋=2×2×3.9×（1.14+3.56+0.84+1.5+1.5+1.9+1.6+1.26
+1.34+1.34+1.46+3.36+1.76+1.46+1.45+1.2+1.26+1.34
+1.34+1.46+3.36+1.76+1.46+1.5+3.9）÷0.15×S12
   =690.93×S12
  轴26-G～26-C：
      V墙筋=2×2×3.9×（2.15+2.67+1.22+1.46+3.36+1.76+1.46+
3.68+1.24+1.46+3.36+1.76+1.46+0.9+0.7+1.54+
0.7）÷0.15×S12
           =223.53×S12

2.柱钢筋体积计算：
轴26-M：14×KZ2+4×KZ5+3×KZZ1

轴26-L～26-H:
      =2×AZ13+2×AZ14+KZ9+KZ1+2×DZQ2+2×KZ8+2×KZZ15+2×KZ1+2×KZZ9+AZ1+KZZ4+2×ZA1+ZA10+KZZ2+DZ2+ZA8+3×ZA9+ZA6+ 2×KZZ6+2×KZZ6+2×AZ13+KZZ4+2×ZA1+ZA10+
KZZ2+DZ2+ZA8+ 3×ZA9+3×KZZ1+2×KZZ7+KZ3+2×DZQ2+
DZQ6+DZQ7+KZZ6+ KZZ7+KZZ14+墙筋

轴26-G～26-H：
        =DZQ1+KZZ6+KZZ7+2×AZ313+DZ2+AZ8+3×AZ9+3×AZ1+KZZ5+
KZZ1+ KZZ7+DZQ3+DZQ4+KZZ9+ZA13+7×KZZ6+2×KZZ10+3×KZZ6A+2×AZ13+2×KZZ12+2×KZZ7+6×KZZ1+KZZ11+
DZQ5+KZZ6+KZZ10A+2× KZZ4+3×ZA1+DZ2+AZ8+3×AZ9+
KZZ3+KZZ12+2×KZZ6+KZZ7+KZZ1+2×AZ1+KZ6+2×KZ7+墙筋

轴26-M：V8表示为截面直径为8的钢筋体积
          V8=（14×105.3+4×101.4）×S8=1879.8×S8
          V12=3×210.24×S8=603.72×S8
          V18=(14×12×3.9+4×14×3.9)×S18=873.6×S18
          V25=3×16×3.9×S25=187.2×S25

轴26-L～26-H：
         V10=（2×122.46+2×57.72+363.58+177.94+2×220.35+2×
197.73+2×179.94+85.8+124.8+323.31+131.04+250.77+
3×82.68+95.94+2×122.46+2×85.8+124.8+323.31+
131.04+3×82.68+88.92+299.14+2×220.35+365.82+
443.43）×S10=5764.61×S10
V12=（2×89.7+2×81.9+2×252.72+2×376.35+2×
319.41+323.31+250.77+3×58.5+93.6+2×351.39+2×89.7+323.31+250.77+3×58.5+93.6+351.39+
3×201.24+2×351+2×252.72+354.12+418.08+
351.39+457.47+323.31+690.93）×S12=10539.43×S12
V16=（2×17+2×17+14+12+3×14+12+2×17+14+12+3×14+12）×3.9×S16=1021.8×S16
V18=（2×16+10+2×10+2×10）×3.9×S18=319.8×S18
V20=（2×3+24+16+2×34+2×16+5+5+22+5+5+22+6+18+2×38+44+54+ 5）×3.9×S20=1454.7×S20
V25=（2×15+2×15+17+2×18+15+15+18+3×16+2×20+18+19+ 15）×3.9×S25=1173.9×S25
轴26-G～26-C：
         V8=（60.48+2×38.76）×S8=138×S8
V10=（250.77+2×122.46+323.31+131.04+3×82.68+3×85.8+408.33+373.23+122.46+2×122.46+317.46+3×85.9+131.04+3×82.68+2×85.8+2×39）×S10
=3808.26   ×S10
V12=（246.48+351.39+351+2×89.7+3×58.5+387.66+201.24+
351+ 294.06+286.26+319.41+89.7+7×351.39+2×546.78+3×351.39+2×89.7+2×395.46+2×351+6×201.24+600.6+
276.9+351.39+546.78+2×323.31+3×58.5+338.52+395.46+2×351.39+351+201.24+223.53）×S12=15853.95×S12
V16=（2×17+12+3×14+17+2×17+12+3×14）×3.9×S16
=752.7×S16
V18=（3×10+3×10+2×10+8+2×10）×3.9×S18=421.2×S18
V20=（34+2×3+22+5+5+3+2×5+22+5）×3.9×S20=436.8×S20
V22=（37+39+33）×3.9×S22=425.1×S22
V25=（18+20+17+16+20+15+7×18+2×24+3×18+2×22+2×20+6×16+26+18+24+2×15+17+22+2×18+20+16）×3.9×S25
=2819.7×S25

3.钢筋质量计算：M8表示为截面为8的钢筋质量
           M8=（1879.8+138）×S8×7.85×100=0.197(t)
M10=（5764.61+3808.26）×S10×7.85×100=5.9(t)
M12=（603.72+10538.43）×S12×7.85×100=12.97(t)
M16=（1021.8+75.27）×S16×7.85×100=2.8(t)
M18=（873.6+319.8+421.2）×S18×7.85×100=3.23(t)
M20=（1454.7+436.8）×S20×7.85×100=4.67(t)
M22=425.1×S22×7.85×100=1.27(t)
M25=（187.2 +1173.9+2819.7）×S25×7.85×100=16.11(t)

一层钢筋总质量
M=0.2+5.9+23.97+2.8+3.23+4.67+1.27+16.11=58.15(t)

五：计算其余层钢筋质量
     二层层高为3.57m，所以二层钢筋总质量M=58.15×3.57÷3.9=52.23(t)
      三层至十八层层高为2.9m，跃层也为2.9m
三层钢筋总质量M=58.15×2.9÷3.9=43.24(t)
机房层：层高为3.2m
      VAZ19=2×S20×3.2+8×S16×3.2+（0.5×2+0.2×2）×3.2÷0.15×S10+{0.28+（0.2×2+0.32×2）}×3.2÷0.15×S8=0.0109m3
机房层钢筋总体积V=2×ZA12+2×AZ1+AZ1+2×AZ10+2×AZ11+2×AZ1+2×AZ1+2×AZ14+AZ19+3×AZ1+2×AZ3+AZ4+2×AZ12+2×AZ1+2×AZ2+2×AZ1+AZ11+AZ1+AZ2+KZ1+2×AZ2+2×AZ1+AZ5
+ AZ8+AZ1+3×AZ1+AZ4+2×AZ3+2×AZ1+墙筋
              =25×AZ1+5×AZ2+4AZ3+2AZ4+AZ5+AZ8+2×AZ10+3AZ11+4× AZ12+2×AZ14+AZ19+墙筋
         =25×0.0167+5×0.0414+2×0.0453+0.0268+0.0209+2×0.0274+4×0.0499+2×0.0313+0.0109+墙筋
         =1.0907+3.3056
         =4.3963 m3
机房层总质量M=4.3963×7.85=38.47(t)

六：计算全部墙柱钢筋总质量
总质量M=一层+二层+三层×18+机房层
       =58.15+52.23+43.23×18+38.47
       =926.94(t)
                           
七：板钢筋计算：长89.95m，宽18m
二层板筋：上下层钢筋间距均为0.15m
 钢筋体积V=(18÷0.15×89.95×S10+89.95÷0.15×18×S10) ×2    
           =3.39m3
钢筋质量M=3.39×7.85=26.6（t）

三层板筋：与二层一样，则M=26.6（t）

四层板筋：部分底层钢筋间距为0.2m，其余均为0.15m
          S0.2表示间距为0.2m的板面积
   S0.2=6.7+7.95+5.46×0.9+4.06×2.16+12.81+4.35+5.39+
5.46×0.9+6.7+4.93×1.1+0.96×5.52+1.36+1.86×2.8+1.86×2.81+5.76× 1.4×2+5.23+3.06×3.06+1.69×8.06+1.26×2.76+0.48×2.46+2.34×2.46+2.26×1.86+5.24+6.01+1.69×6.26+1.86×2.26+ 2.46×2.34+0.48×2.46+0.48×2.16+4.28×2+（1.09×3.6+1.69×1.56）×2+1.26×2.76×2+5.83×2+5.24×2+4.76×2+ 3.06×2.46+0.48×2.16+6.66+1.86×3.5+6.36×2.08+ 1.75×6+5.76×1.4×2+2.2× 4.06+0.9×5.4+6.7+5.23+
5.83×1.56
     =340.15 m2
钢筋体积V=（18×89.95-340.15）÷0.15×S10×4+340.15÷0.15
×S10×2+340.15÷0.2×S10×2
         =3.3 m3
钢筋质量M=3.3×7.85=25.9（t）
五～十七层奇数层板筋：部分上下层钢筋间距为0.15m，其余均为0.2m
      S0.15=18.08+0.46×2.46+26.65+0.72×3.36
         =48.28 m2
      V=（18×89.95-48.28）÷0.2×S10×4+48.28÷0.15×S10×4
     =3.59 m3
    M=3.59×7.85=28.2（t）

六～十六层偶数层板筋：间距均为0.2m
   V=18×89.95÷0.2×S10×4
    =2.54 m3
   M=2.54×8.75=19.95（t）

十八层板筋：与五层一样，则M=28.2（t）
跃层板筋：部分为0.2m，部分为0.15m，其余板面用14钢筋，间距0.15m，
           板底用10钢筋，间距0.15m 
S0.2=1.8×2.75+5.76×1.4×2×2+5.53×2×2+1.98×2.64+3.06×3.06+ 3.06×2.53+5.23+5.8×1.56
 =95.94 m2
S0.15=13.1+13.6=26.7 m2
V=95.94÷0.2×S10×4+26.7÷0.15×S10×4+（89.95×18-95.94-26.7）÷0.15×S14×2+（89.95×18-95.94-26.7）÷0.15×S10×2
=4.85 m3
M=4.85×7.85=38.07（t）
板钢筋总质量M=26.6+26.6+25.9+28.2×7+19.95×6+28.2+
38.07=462.47（t）
梁钢筋计算
     计算标准层钢筋：
计算公式=纵筋根数×梁长×S截面+{（梁截面长-0.015）+（梁截面宽-0.015）}×2×梁长÷箍筋间距×S截面
 轴26-M：V=8×44.84×S22+4×44.84×S14+（0.285+0.655）×2+48.34÷0.13×S8+8×44.84×S22+4×44.84×S14+(0.285+
0.655) ×2×44.84÷0.15×S10
          =0.42m3
 轴26-L：V=10×5.1×S25+6×5.1×S16+(0.335+0.655) ×2×5.1÷0.13×S10+ [10×5.4×S25+6×5.4×S16+(0.335+0.625) ×2×5.4÷0.13×S10]×2+10×4.9×S25+6×4.9×S16+(0.335+0.655) ×2×4.9÷0.13× S10+28×6.23×S25+2×6.23×S20+(0.575+1.085) ×2 ×6.23÷0.15×S14+30×9.14×S25+2×9.14×S20+(0.575+1.085)×2×  9.14÷0.1×S14+38×7.44×S25+2×7.44×S20+(0.575+1.485) × 2×7.44÷0.1×S16+10×2.04×S25+4×2.04×S16+(0.335+0.655)×2×6.83÷0.16×S10+10×5.35×S25+4×5.35×S16+(0.335+ 0.625) ×2  ×4.14÷0.16×S10
          =0.85m3
轴26-H：V=10×4.9×S25+6×4.9×S16+(0.335+0.655) ×2×4.9÷0.13×S10+14×6.12×S25+2×6.12×S20+(0.585+0.985) ×2×6.12÷0.1×S14+6×3.6×S16+(0.225+0.385) ×2×3.6÷0.16×S8+[4×5.4×S16+4×5.4×S20+(0.285+0.585) ×2×5.4÷0.13×S8] ×2+4×4.52×S20+6×4.52×S22+(0.285+0.655) ×2×4.52÷0.16×S12+4×5.78×S20+6×5.78×S22+(0.285+0.655) ×2×5.78÷0.16× S10+6×2.46×S18+4×2.46×S14+(0.225+0.485) ×2×2.46÷0.1×S10+3×8.54×S20+(0.585+1.485) ×4×7.2÷0.1×S14+4×14.13×S22+4×14.13×S20+(0.285+0.585) ×2×14.13÷0.16×S10+6×9.6×S20+(0.285+0.585) ×2×9.6÷0.16×S10+10×10.57×S25+(0.335+0.685) ×4×10.57÷0.16×S10
         =1.06 m3
轴26-G：V=6×7.7×S22+(0.285+0.685) ×2×7.7÷0.16×S10+9×9.03×S25+8×9.03×S28+(0.585+0.985) ×4×9.03÷0.1×S10+6×13.85×S22+(0.285+0.585) ×2×13.85÷0.15×S8+4×8.17×S18+4×8.17×S20+(0.285+0.685) ×2×8.17÷0.13×S8+6×5.41×S20+(0.285+0.685) ×2×5.41÷0.16×S10
          =0.48 m3
轴26-E：V=13×4.3×S25+17×4.3×S28+2×4.3×S20+(0.585+0.985) ×4×4.3÷0.1×S14+6×11.55×S22+(0.285+0.585) ×2×11.55÷0.16×S10+4×5.78×S20+6×5.78×S22+4×5.78×S16+(0.335+0.655)×4×5.78÷0.16×S10+11×7.62×S25+27×7.62×S28+(0.585+1.785) ×4×3.62÷0.1×S16+10×9.47×S25+(0.385+0.785) ×4×9.47÷0.16×S10+13×4.62×S25+17×4.62×S28+2×4.62×S20+(0.585+0.985) ×4×4.62÷0.1×S16+10×3.06×S25+(0.335+0.655) ×4×3.06÷0.16×S10+7×11.6×S20+(0.285+0.585) × 2×11.62÷0.16×S10+6×3.12×S20+(0.285+0.585) ×2×3.12÷0.16×S10
         =0.93 m3

轴26-D～26-B：V=4×5.2×S16+(0.225+0.415) ×2×5.2÷0.15×S8+14×10.9×S25+6×10.9×S16+(0.385+0.785) ×4×10.9÷0.13×S10 +[6×13×S16+(0.225+0.625) ×2×13÷0.15×S8] ×2+10×36.43×S16+(0.335+0.655) ×4×36.43÷0.16×S10+3×9.45×S18+3×9.45×S20+(0.225+0.655) ×2×9.45÷0.15×S8+6×8.28×S20+(0.225+0.625) ×2×8.28÷0.15×S8+10×4.92×S25+4×4.92×S16+(0.335+0.655) ×4×4.92÷0.16×S10
             =0.84 m3
横向总质量M=（0.42+0.85+1.06+0.48+0.93+0.84）×7.85=35.95（t）
纵向总质量M=38.34（t）
则标准层钢筋总质量M=(35.95+38.34) ×19=1411.51（t）

整幢楼钢筋用量M=1411.51+462.47+926.94=2800.92（t）
模板：   三层一个轮回，用六次后报废
            
    

板体积=167.76㎥   梁突下面积=238.56÷0.3=800㎡

墙柱表面积：
西面墙柱周长：
轴26-M：       0.5×8×4+{（0.6+0.4）×2}×2+0.6×4×2=24.8 m 

轴26-L～26-H： 3.56×2+（0.54+1.44）×2+7.84+2.8+3.24×2+2.64×2+（5.56× 2+3.48）+2.8+2.8+13.2+8.6+（6.64+5.92+1.34×2）+6.9+26.68+3.0×2=130 m

轴26-G～26-C： 5.4+2.8+2.3+3.18+4.44+10.3+9.94+2.4+2.84+5.44+
5.64+12.76+29.98+2.8+2.8+3.0+3.0×2+2.8×2+4×2+3×2+2.8=134.42 m

东面墙柱周长：

轴26-M：       2.0×8=16 m

轴26-L～26-H：（8.6+6.12+3.3×2）+26.68+2.4×2+2.8+2.84+2.8+（5.56×2+3.48）+6.88+7.8+2.8+2.8+13.8
=109.92 m

轴26-G～26-C： 3.4×2+2.4×6+2.8+2.8+4.3+3.0+3.68+16.22+（31.48+2.7）+2.94+5.04+6.4+3.4+3.0+2.8+
8.88+2.8+1.6+1.8×2=128.64 m

墙柱表面积总=（24.8+130.3+134.42+16+109.92+128.64）×2.9
=1577.83㎡

所以模板总面积S=（1577.83+1398+800×2）×3=13727.5㎡  

混凝土：
整块房子分东西两面，以中间的伸缩缝为界
一：1.二层西面：
轴26-M:      0.5×0.5×8+0.4×0.6×2+0.6×0.6×2 = 3.2㎡

0.3×0.94+0.3×1.74+0.3×5.34+0.3×1.74+0.3×0.6 = 3.10㎡

轴26-L～26-H:    0.7×0.7×2+1.44×0.54+{（0.6×0.6+0.3×0.38）+0.36×0.96}×2+
{（0.3×2+0.48×0.36）×2+0.24×1.5}= 3.74㎡

               0.7×0.7×2+（0.6×0.6×2+0.3×4.5）+（0.6×0.66+0.24×5.46+0.3×0.6）=3.40㎡

（0.6×0.6×2+0.3×2.2）+（0.6×0.6+0.3×2.25）=1.05㎡

电梯井： 0.38×0.3+0.24×2.6+0.24×4.5+0.3×2.6+0.3×（0.38+1）+0.24×2.06=3.64㎡

0.6×0.8×2=0.96㎡

轴26-G～26-C:  （0.3×0.54+0.3×1.265+0.3×0.6）+0.7×0.7+0.3×
0.85+0.3×1.92+3.64+0.735×0.735=6.22㎡

0.6×0.6+0.7×0.7+（2×0.6×0.6+0.3×4.28）+0.6×0.8×2+0.6×0.9×2=3.09㎡

0.6×0.8=0.48㎡

（0.6×0.6+0.6×0.9+0.3×2.75）+（0.6×0.9+0.3×3.47）+
（1.1×0.35+0.6×0.9）+（1.4×0.35+0.7×0.72）=5.23㎡

0.6×0.9×2+0.6×1.4×2+0.6×0.8×4=4.68㎡

西面墙柱总=3.2+3.10+3.74+3.40+1.05+3.64+0.96+6.22
+3.09+0.48+5.23+4.68
=43.58㎡

2.东面墙柱：    
轴26-M :   0.36+（0.48×2+0.3×1.7）+0.5×0.5×6+0.4×0.6×2=3.81㎡

轴26-L～26-H:  0.138+2.2824-0.6×0.66+3.64+0.36×3+0.49×2+0.46×0.94+1.31=9.46㎡

{（0.75+0.65）×0.35+0.35×1.69}+（0.95×0.36+0.35×1.68+0.65×0.6）=2.40㎡

  0.49+（0.6×0.9+0.6×0.6+0.3×4.5）=2.74㎡

轴26-G～26-C:   0.48+2×0.72+0.36×3+0.49×2+0.72+0.36×3+0.54×2+（0.6×0.6×2+0.3×6）+3.64+1.8×0.3=13.56㎡

1.55×0.6+（0.7×0.7+1.3×0.35）+0.6×1.24+（0.6×0.9+0.3×1.7）=3.67㎡

0.2×2+0.16=0.56㎡

东面墙柱总：3.81+9.46+2.40+2.74+13.56+3.67+0.56=38.83㎡

总面积S=38.83+43.58=81.41㎡            层高2.9M

总体积V=81.41×2.9=236.06㎥

3.板：① 西   40.8×20.86+4.48×17.15+1.263×15.55+1.74×9.64=964.33㎡

② 东   44.84×20.86+17.54×3.9=1003.77㎡

板总面积S=1968.1㎡            板厚120mm

板总体积V=1968.1×0.12=236.17㎥

4.梁体积V：①西面横梁  
轴26-M: 0.35×0.67×4.56×2+0.35×0.64×5.4×2+0.3×0.67×41.24+0.6×1.1×5.72=16.62㎥
                 
轴26-L～26-H:   0.3×0.6×2.22+0.6×1.2×5.72+0.35×0.67×4.7+0.6×1.0×3.06+0.24×0.4×2.46=9.53㎥
                 
0.3×0.6×（4.52+5.76）+0.24×0.5×1.26×2+0.24×0.5×1.1×2+0.3×0.6×5.85×2=4.52㎥

0.4×0.8×5.72+0.6×1.0×0.3+0.3×0.6×4.2+0.24×0.6×5.72+0.3×0.6×3.0+0.24×0.4×4.1=6.14㎥

轴26-G～26-C:  0.3×0.6×6.05+0.6×1.0×2.85+0.6×1.0×5.48+0.24×0.5×0.51×2+0.24×0.5×1.1×2=6.47㎥

（2.76+4.24）×0.3×0.7+0.6×1.0×3.7+0.3×0.6×11.4+0.24×0.5×（3.53+3）+0.35×0.67×5.75=7.49㎥

0.35×0.67×（4.2+3）+0.35×0.6×5.6+0.3×0.6×5.72+0.35×0.67×13+0.6×1.1×4.2+0.24×0.67×9.35=10.22㎥

0.35×0.67×3.62+0.4×0.8×4.92×2+{（1+4.8）×2}×0.24×0.64+0.3×0.67×1.8+0.24×0.44×3.3=6.41㎥

②东面横梁
轴26-M:   0.3×0.67×39.2+0.6×1.5×7.1+0.35×0.67×1.8+（3.9+2.03）×0.6×1+0.35×0.67×4.3+0.35×0.61×1.7=18.8㎥

轴26-L～26-H:  0.35×0.64×5.35+0.35×0.67×4.14+（3.5+3.02）×0.35×0.7+0.24×0.4×2.46+0.4×1.74=4.17㎥

（4.8+2.05）×0.3×0.6+0.3×0.6×4.64+0.24×0.4×（3.6+2.52）+0.24×0.4×1.1×2+0.24×0.4×1.9=3.05㎥

轴26-G～26-E～26-C:  0.6×1.8×（7.47+5.01）+0.6×1.8×7.62×2+（3+2.72+7.62+2.58）×0.35×0.67+（0.28+2.82） 
×0.4×0.8+0.3×0.7×6.34=36.80㎥

（3.8+3+4.81）×0.3×0.6+0.3×0.7×4.81+0.35×0.67×3.06+0.6×1×4.62+0.24×0.64× 8.28+
0.57+1.78=10.21㎥
 
（5.24+4.92）×0.4×0.8+0.35×0.67×3.12+0.35×0.67×0.96+（3.82+5.35）×0.3×0.6+0.3×0.7×5.07=6.92㎥
 

③ 西纵：64.73㎥                       

④ 东纵：75.84㎥

除掉板厚V=238.56㎥

二层全部V=236.17+236.06+238.56=710.79㎥
二．三层：
1. ① 墙柱西面（多）：
0.24×0.74+0.35×0.5+0.24×1.94+0.24×1.82+0.3×0.72+0.24×5.47+（0.54+1.08）×0.24=3.12㎡

（1.2+0.3+5.57）×0.24+0.79×0.24+（1.7+0.3+1.76+1.6+0.3+3.73+1.27）×0.24=4.44㎡

② 东面（多）：
（3.74+1.6+0.3+3.73）×0.24+0.24×6.39-0.56+0.24×4.67+3.29×0.24+0.45×0.24=5.24㎡

（0.3+1.56）×0.24+2.14×0.24+0.84×0.24=1.16㎡

总面积S=43.58+38.83+3.12+4.44+5.24+1.16=96.4㎡

强柱总体积V=96.4×2.9=279.5 m3      
2.板总体积V=236.17-17.54×3.9=167.76 m3

3.梁总体积为240 m3 ：
所以三层总体积V=279.5+167.76+240=687.26 m3

三.机房层：
1.墙柱：
轴26-L～26-H:  0.13×2+0.56+0.2×2+{（0.64+1.44）×0.24+（0.12+0.9）×0.24}+（2+0.48）×0.2×2=7.07㎡

3.64+0.24+0.3+1.24×0.24+0.24×0.24×4+（3.89×0.24+0.3×0.48）+（3.47×0.24+0.3×0.96）=6.90㎡

轴26-G～26-B:   0.3×1.98+（2×0.24+0.48×0.3）+（0.3+2.1）×0.24+（0.3+2.34）×0.24+（2+0.12）×0.24=2.94㎡

2.6×0.24×2+2.84×0.24+（2.54×0.24×2+3.96×0.24）+0.4×0.24+1.42×0.24=4.54㎡

3.34×0.24+2.46×0.24+2.17+2.64×0.24+0.4×0.24+1.08+1.12+0.59+0.62+0.58=8.28㎡

0.13×2+1.19+（0.54+2.1+0.4）×0.24+0.74+3.64+0.35×1.02+0.25+（0.3+2.94+0.3）×0.24=8.03㎡

墙柱总体积V=总面积S×2.9=109.50 m3

2.梁：
0.24×0.5×（4.74+5.46）+0.24×0.4×2.46+10×0.24×0.5+（4.36+2.8）×0.24×0.5=3.52 m3

（2.94+3.66）×0.24×0.5+11.3×0.24×0.5+（3.56+0.9+1.86）×0.24×0.5+（1.86+4.92+4.92）×0.3×0.5+3.26×0.24×0.5+5.8×2×
 0.24×0.64=5.17 m3

（1.34+1.96+2.16+1.26+3.96+5.46+1.76+1.86+3.96+1.86+5.28）×0.24×0.4=2.