《工程量计算书》word版
题目:某教学楼施工组织设计院系:网络教育学院
专业:土木工程
姓名:
指导教师:谢老师
目录
第一章:基础工程·······················( 1 ). 1.1 场地平整······················( 1 )
1.2 桩基人工挖土····················( 1 )
1.3 桩基础工程量·····················( 1 )第二章:钢筋、混凝土工程··················( 2 )
2.1 地梁工程量······················( 2 )
2.2 底层柱、梁、楼板工程量················( 5 )
2.2.1 柱·························( 5 )
2.2.2 梁·························( 6 )
2.2.3 楼板·······················( 9 )
2.3 三层柱、梁、楼板工程量················ ( 10)
2.3.1 柱 (10)
2.3.2 梁 (10)
2.3.3 楼板 (15)
2.4 顶层柱、梁、楼板工程量 (15)
2.4.1 柱 (15)
2.4.2 梁 (16)
2.4.3 楼板 (16)
第三章:砌体结构工程量 (17)
3.1 底层 (17)
3.1.1 墙量 (17)
3.1.2 地面 (17)
3.2 三层 (17)
3.2.1 墙量 (17)
3.2.2 地面 (18)
3.3 顶层 (18)
3.3.1墙量 (18)
3.3.2 屋面 (18)
3.4 女儿墙 (18)
3.4.1 墙量 (18)
3.4.2 抹灰 (18)
第四章:脚手架工程量 (19)
附表:1-5层工程量总计
h
第一章基础工程
1.1 场地平整
S=(68.04+4)*(21.24+4)=1818.290m2
1.2 桩基人工挖土
单桩:(12+0.6+0.2)*1/4*3.14*0.82 =6.431 m3
共计:1.3*48*6.431=401.294 m3
1.3 桩基础工程量
J1:共8根
1)混凝土工程量:V=3.14D2HN/4=0.7854*0.8*0.8*12.8.*8=51.47 m3 2)钢筋:
a. 主筋:G=12.8*12*0.888*8*1.02=1113.00Kg
b. 箍筋:G=8.076*12.8*8*1.02=843.52 Kg
c. 钢筋小计:1113.00+843.52=1956.52 Kg
J2:共4根
1)混凝土工程量:V=3.14D2HN/4=0.7854*0.9*0.9*12.8.*4=32.57 m3 2)钢筋:
a. 主筋:G=12.8*12*0.888*4*1.02=556.50Kg
b. 箍筋:G=8.076*12.8*4*1.02=421.76 Kg
c. 钢筋小计:556.50+421.76=978.26 Kg
J3:共20根
1)混凝土工程量:V=3.14D2HN/4=0.7854*0.8*0.8*12.8.*20=128.68 m3 2)钢筋:
a. 主筋:G=12.8*12.13*0.888*20*1.02=3014.37Kg
b. 箍筋:G=8.076*12.8*20*1.02=2108.81 Kg
c. 钢筋小计:3014.37+2108.81=5123.18 Kg
J4:共16根
1)混凝土工程量:V=3.14D2HN/4=0.7854*0.8*0.8*12.8.*16=102.94 m3 2)钢筋:
a. 主筋:G=12.8*13*0.888*16*1.02=2411.50Kg
b. 箍筋:G=8.076*12.8*16*1.02=1087.04 Kg
c. 钢筋小计:2411.50+1087.04=3498.54 Kg
桩基工程量总计:
桩-混凝土:V=315.66 m3
桩-钢筋:G=11556.5 Kg
第二章钢筋混凝土工程
2.1 地梁工程量
模板:S=( 2.1+3.0)*0.35*2*8+6.6*0.35*2*4+4.8*2*16*0.35+(3.0+2.1+1.5)*0.4*2*6+(3.0+2.1)*0.35*2*6+(3.3+2.4)
*0.3*2*6+
4.5*0.4*2*6+3.9*0.35*2*5+3.6*0.5*2*2+3.0*0.5*2*2
=222.87 m3
钢筋:
DL1: 8根
a. 主筋:
G=[(3.0+2.1)*1.21*6*5.1*1.58*4]*8=554.06Kg
b. 箍筋:
l=[(0.3-0.06)+(0.35-0.06)]*2-0.1=0.96
n=(5.1-0.060)/0.20+1=25.2
G=0.395*l*n*8=72.81 Kg
c.钢筋小计:554.06+72.81=626.87 Kg
DL2: 4根
a. 主筋:
G=[6.6*2.98*4+6.6*2.47*2+6.6*2.0*2+6.6*1.58*2]*4=634.13Kg
b. 箍筋:
l=[(0.3-0.06)+(0.35-0.06)]*2-0.1=0.96
n=(6.6-0.060)/0.20+1=31
G=0.395*l*n*4=47.02 Kg
c.钢筋小计:634.13+47.02=681.15 Kg
DL3: 6根
a. 主筋
G=[(3.0+2.1+1.5)*4*2.47+(3.0+2.1+1.5)*4*2.0+(3.0+2.1+1.5* 2* 1.58)]*6 =833.18Kg
b. 箍筋:
l=[(0.3-0.06)+(0.4-0.06)]*2-0.10=1.06
n=[(3.0+2.1+1.5)-0.60]/0.20+1=31
G=0.395*l*n*6=77.88 Kg
c. 钢筋小计:833.18+77.88=911.06 Kg
DL4: 16根
a. 主筋:
G=(4.8*4*1.21+4.8*2*2.0+4.8*4*1.58)*16 =1164.29Kg
b. 箍筋:
l=[(0.3-0.06)+(0.35-0.06)]*2-0.10=0.96
n=(4.8-0.60)/0.20+1=18
G=0.395*l*n*16=109.21 Kg
c. 钢筋小计:1164.29+109.21=1273.50 Kg
DL5:6根
a. 主筋:
G=(3.0+2.1)*(2*2.0+2*1.21+2*1.58+4*1.58)*6 =486.54Kg
b. 箍筋:
l=[(0.3-0.06)+(0.45-0.06)]*2-0.10=1.16
n=[(3.0+2.1)-0.60]/0.20+1=23.5
G=0.395*l*n*6=65.98 Kg
c. 钢筋小计:486.54+65.98=552.52 Kg
DL6:6根
a. 主筋:
G=1.5*3*(3*2.0+5*1.58)*6=375.3Kg
b. 箍筋:
l=[(0.3-0.06)+(0.45-0.06)]*2-0.10=1.16
n=(1.5*3-0.60)/0.20+1=20.5
G=0.395*l*n*6=54.75 Kg
c. 钢筋小计:375.3+54.75=430.05 Kg
DL7:6根
a. 主筋:
G=3.3*(8*1.21+4*1.58)*6 =316.8Kg
b. 箍筋:
l=[(0.3-0.06)+(0.3-0.06)]*2-0.10=0.86
n=(3.3-0.60)/0.15+1=19
G=0.395*l*n*6=38.73 Kg
c. 钢筋小计:316.8+38.73=355.53 Kg
DL8: 6根
a. 主筋:
G=2.4*(8*1.21+4*1.58)*6 =230.4Kg
b. 箍筋:
l=[(0.3-0.06)+(0.3-0.06)]*2-0.10=0.86
n=(2.4-0.60)/0.10+1=19
G=0.395*l*n*16=38.73 Kg
c. 钢筋小计:230.4+38.73=269.13 Kg
DL9: 5根
a. 主筋:
G=3.9*(6*1.21+4*1.58)*5=264.81Kg
b. 箍筋:
l=[(0.3-0.06)+(0.35-0.06)]*2-0.10=0.96
n=(3.9-0.60)/0.20+1=17.5
G=0.395*l*n*5=34.13 Kg
c. 钢筋小计:264.81+34.13=298.94 Kg
DL10: 2根
a. 主筋:
G=(3.0+3.6)*(6*2.98+2*3.85)*2=337.66Kg
b. 箍筋:
l=[(0.3-0.06)+(0.5-0.06)]*2-0.10=1.26
n=[(3.0+3.6)-0.60]/0.15+1=41
G=0.395*l*n*2=40.81 Kg
c. 钢筋小计:337.66+40.81=378.47 Kg
钢筋工程量总计:5736.411 Kg
混凝土工程量:
V=(2.1+3.0)*0.35*0.30*8+6.6*0.35*0.30*4+4.8*0.35*0.3*16+(3.0+2.1+1.5)*0.4*0.3*6+(3.0+2.1)*0.35*0.3*6+(3.3+2.4)
*0.3*0.3*6+(1.5+1.5+1.5)*0.4*0.3*6+3.9*0.35*0.3*5+
3.6*0.5*0.3*2+3.0*0.5*0.3*2=3
4.4 m3
2.2 底层柱、梁、楼板工程量计算
2.2.1 柱-模扳:
Z-1:18根 b*h=0.45*0.45 h=4.35-0.45
S=18*0.45*(4.35-0.45)*4=126.36 m2
Z-2:6根 b*h=0.45*0.45 h=4.35-0.45
S=6*0.45*(4.35-0.45)*4=42.12 m2
Z-3:8根 b*h=0.45*0.45 h=4.35-0.45
S=8*0.45*(4.35-0.45)*4=56.16 m2
Z-4:4根 b*h=0.45*0.45 h=4.35-0.45
S=4*0.45*(4.35-0.45)*4=28.08 m2
Z-5:2根 b*h=0.5*0.5 h=4.35-0.45
S=2*0.5*(4.35-0.45)*4=15.6 m2
Z-6:2根 b*h=0.4*0.4 h=4.35-0.45
S=2*0.4*(4.35-0.45)*4=12.48 m2
Z-7:2根 b*h=0.4*0.4 h=4.35-0.45
S=2*0.4*(4.35-0.45)*4=12.48 m2
Z-8:2根 b*h=0.5*0.5 h=4.35-0.45
S=2*0.5*(4.35-0.45)*4=15.6 m2
底层柱模板工程量总计:308.88 m2
柱-钢筋: