土木毕设论文之工程量计算Word文档格式.docx
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V=0.9×
0.3×
6.6×
2=3.564m3
KLAf,截面尺寸:
400,个数:
V=(0.3×
6.6+0.3×
2.45+0.3×
0.4×
2.95)×
2=4.362m3
KLAd,截面尺寸:
2,长度=3.05+3.55=6.6m
V=(0.9×
6.6)×
2=5.148m3
KLAb,截面尺寸:
2=4.356m3
KLAy=KLAd
V=5.148m2
KLAw,截面尺寸:
2,长度=3.05-0.6=2.95m
2,长度=3.55-0.3=3.25m
2.95+0.3×
3.25)×
2=6.308m3
Lu,截面尺寸:
200×
500,个数:
0.5×
2=0.132m3
KL23,截面尺寸:
750,个数:
1,长度=63.8-12×
0.6-0.8=55.8m
0.75×
55.8=12.56m3
KL24,截面尺寸:
55.8=10.044m3
KL25,截面尺寸:
1700,个数:
2,长度=4.65×
4-1=17.6m
2,长度=5.8-0.6=5.2m
1000,个数:
1,长度=8-0.6=7.2m
600,个数:
2,长度=3.5-0.5=3m
1.7×
17.6+0.3×
5.2)×
1×
7.2+0.3×
3×
2=25.716m3
KL26,截面尺寸:
800,个数:
1,长度=4.65×
4+5.8-2.4-0.8=21.2m
4+5.8-3.2=21.2m
0.8×
21.2+0.3×
21.2=9.858m3
合计:
95.482m3
2)三层
L14,截面尺寸200×
2=0.536m3
2=2.121m3
2,长度=3.05+3.55-1.2=5.4m
5.4)×
2=4.716m3
2=4.626m3
Lab,截面尺寸,200×
300,个数:
2=0.354m3
KLAy,截面尺寸:
2=5.94m3
2=6.662m3
96.345m3
3)二层
850,个数:
1,长度=7.2+3.05+3.55-1.5=12.3m
0.85×
12.3=3.1365m3
2=2.3865m3
LAb,截面尺寸,200×
KLg,截面尺寸:
1,长度=7.2+3.05+1.35-1.2=10.4m
10.4=2.652m3
LA1-1,截面尺寸:
500,个数:
1,长度=3.55m
3.55=0.5325m3
LA1-2,截面尺寸:
1,长度=3.55-1.35=2.2m
2.2=0.022m3
LA14-1,截面尺寸:
1,长度=3.5-1.6=1.9m
1.9=0.285m3
0.70×
55.8=11.718m3
0.6-0.8-7.2=48.6m
300×
700,个数:
48.6+0.3×
7.2=10.26m3
900,个数:
2-0.7=8.6m
1,长度=6+7.2=13.2m
2,长度=14m
0.9×
8.6+0.3×
14)×
13.2=13.05m3
1,长度=7.2m
1,长度=63.8-7.5-7.2=49.1m
7.2+0.3×
49.1=12.8835m3
86.554m3
4)首层
12.3=2.583m3
LA1-1,截面尺寸:
250×
2,长度=3.55+3.55-0.3=3.25m
V=0.25×
3.25×
2=0.8126m3
2,长度=3.55+3.55-1.2=5.4m
5.4×
2=1.62m3
2=2.772m3
2=4.392m3
LAd,截面尺寸:
2,长度=7.2+3.05+3.55-1.2=12.6m
12.6×
2=5.292m3
2,长度=7.2+3.05+3.55-1.8=12m
12×
2=5.04m3
2,长度=7.2+3.05-1.2=9.05m
2,长度=3.55m
9.05+0.3×
3.55)×
2=4.866m3
2,长度=7.2-0.6+3.55-0.6=9.55m
2,长度=3.05-0.6=2.55m
9.55+0.3×
2.55)×
2=4.776m3
10.4=2.184m3
7.2=8.802m3
500,个数:
2,长度=63.8-12×
700,个数:
2,长度=8-0.6=7.2m
KL25-1,截面尺寸:
0.6-0.8-7.2-2.4=46.2m
46.2+0.3×
7.2=8.442m3
0.6-0.8-7.2-3.8=44.8m
44.8+0.3×
7.2=8.232m3
69.428m3
总计:
347.809m3
2.钢筋混凝土柱
1)四层
结构柱:
尺寸:
600×
600,个数:
47,柱高;
3.9m
400×
7,柱高;
V=0.6×
47×
3.9+0.4×
7×
3.9=72.54m3
构造柱:
300,个数:
13,柱高;
3.2m
13×
3.2=2.5m3
75.04m3
5.4m
5.4+0.4×
5.4=100.4m3
3.7m
3.7=2.89m3
103.29m3
328.05m3
3.钢筋混凝土楼板
1)四层:
300厚
B1:
(4.65-0.45)×
(7.2-0.3)=28.98m2,个数:
4
V=34.776m3
B2:
(4.65-0.45-0.15)×
(7.2-0.3)=27.945m2,个数:
8
V=67.068m3
110厚
3.55×
(4.65×
4+5.8-1.3)-0.7×
0.7=81.515m2,个数:
2
V=17.933m3
100厚
(3.05-0.6)×
(63.8-12×
0.3)+(0.9+6.8)×
7.2=208.95m2,个数:
1
(1.35-0.2)×
(3.5-0.15)=3.8525m2,个数:
V=21.28m3
141.057m3
2)三层:
5.8×
3.55=20.59m2,个数:
V1=4.5298m3
2-1.85-0.4)×
3.55=25.028m2,个数:
V2=5.506m3
1.15×
3.5=4.025m2,个数:
V1=0.805m3
(1.5-0.4)×
3.55=3.905m2,个数:
V2=0.781m3
(1.85-0.2)×
3.55=5.8575m2,个数:
V3=1.172m3
V4=20.895m3
135.533m3
3)二层:
(3.5-0.2)×
3.55=11.715m2,个数:
V1=2.577m3
(5.8-0.1)×
V2=4.4517m3
V3=5.506m3
(8-0.6)×
3.55=25.26m2,个数:
V4=5.6232m3
(1.5-0.5)×
3.55=3.55m2,个数:
V1=0.781m3
(1.85-0.15)×
3.55=4.025m2,个数:
V2=0.805m3
V3=1.328m3
0.3)+6.8×
7.2=202.47m2,个数:
V4=20.247m3
合计144.558m3
4)首层:
3.55=20.59m2,个数:
3.55=25.56m2,个数:
V3=5.6232m3
1.05×
3.55=3.7275m2,个数:
V1=0.746m3
(1.35-0.25)×
(3.5-1.6)=2.09m2,个数:
V2=0.418m3
(1.5-0.2)×
3.55=4.615m2,个数:
V3=0.923m3
3.55=6.035m2,个数:
V3=1.207m3
V4=20.47m3
141.267m3
562.445m3
4.钢筋混凝土楼梯
一层:
1)踏步体积:
第一跑:
=三角形面积(1/2×
踏步宽度×
踏步高度)×
梯板净宽×
踏宽数。
=0.3×
0.1585×
1.75×
13
=0.541m3
第二跑:
2)梯板体积:
第一跑
板净宽×
楼梯斜长×
梯板厚度
=1.75×
1.131×
3.9×
0.13
=1m3
=梯板净宽×
3)休息平台体积:
=(1.95-0.25×
2)×
(1.75×
2+0.1)×
0.1
=0.522m3
3.604m3
二层:
12
=0.499m3
=0.0.499m3
=0.926m3
3.6×
=0.9256m3
3.372m3
三层:
10.348m3
5.钢筋混凝土过梁:
门窗洞口不小于500时设钢筋混凝土过梁
过梁长度为门窗洞口宽度加500,过