1、活用软件巧对量1#办公楼活用软件巧对量1#办公楼1号办公楼定额计价工程量计算表序号工程项目单位计算式工程数量备注建筑面积首层m218*1/ADm215.65*(16.2+0.6)*2+(7.2-0.2)*(13.7+0.7)-(0.25*0.25-0.25*3.14*0.252)*2626.64阳台m2(3.78*(1.78-0.3)+(2+0.3)*(1.78-0.3))/29.00雨棚7.2*3.85/213.86小计649.47土方工程4场地平整m2649.471.4909.265挖基坑m 3挖土深度=1.9-0.45=1.45m体积=挖土底面积挖土深度+放坡增量JK-1 土方体积=2.
2、82.81.454=45.47JK-2 土方体积=3.83.81.452=41.88JK-3 土方体积=3.83.81.456=125.63JK-4 土方体积=5.83.81.456=191.75JK-5 土方体积=3.93.81.452=42.98JK-6 土方体积=3.83.91.452=42.98JK-2 土方体积=5.43.31.452-0.255.41.452=47.76合计:45.47+41.88+125.63+191.75+42.98+42.98+47.76=538.45538.451挖土深度1.5米,不计算放坡增量2扣除JK-2与JK-4相交部分的体积:0.255.41.452
3、6挖沟槽m 3挖土深度=0.65-0.45=0.2m沟宽=0.3+0.32=0.9垂直方向沟槽长=(16.2-8.2)2+(16.2-9.6)2+(16.2-9.7)2+(4.7+2.1+6.9-9.6)2=50.4m水平方向沟槽长=(37.8-25.6)3+(9.3-7.1)2+(6+7.2+6-8.7)+(7.2-0.9)+(6-2.5-1.9)2 +1.4792=63.958m体积=0.9(50.4+63.958)0.2-0.051.450.22=20.55520.5551.圆弧中心长=1.479扣除/A轴与基槽与基坑相交体积:0.051.450.223.结施02,右下DL-17房心回填
4、土(大堂)地面1m 3净空面积=(7.2-0.2)(3.65+2.1+4.7+0.25)=74.9体积=74.9(0.45-0.3) = 11.23511.235房心回填土(卫生间)地面2m 3净空面积=(3.3-0.1)(6.9+0.05)=22.24体积=22.24(0.45-0.2205) =5.15.1房心回填土(楼梯间)地面3m 3净空面积=(7.2-0.2)(6.9-3.65+0.25)=24.5体积=24.5(0.45-0.23) =5.395.39房心回填土(办公2)地面4m 3净空面积=(3.3-0.1)(4.7+2.5+0.05)+(1.78-0.1)(3.78-0.2)+
5、(2.0-0.1)(1.78-0.1)=32.4064体积=32.4064(0.45-0.22)=7.457.458回填土m2538.45+20.56+阳台基槽土方体积-室外地坪以下的基础体积(垫层、砖基础、柱基、柱、基础梁等)65.46混凝土工程9基础垫层m 3JC-1:2.22.20.14=1.936JC-2:3.23.20.12=2.048JC-3:3.23.20.16=6.144JC-4:5.23.20.16=9.984JC-5:3.33.20.12=2.112JC-6:3.33.20.12=2.112JC-2:2.74.80.12=2.592合计:1.936+2.048+6.144+
6、9.984+2.112+2.112+2.592=26.9326.9310独立基础C30m 3四棱台独立基础体积=abh+1/6h1ab+(a+a1) (b+b1)+a1b1JC-1:220.3+1/60.222+(2+0.6) (2+0.6)+0.60.6 4=6.2827JC-2:330.3+1/60.333+(3+0.6) (3+0.6)+0.60.6 2 =7.632JC-3: 22.896JC-4: 40.302JC-5: 7.92JC-6: 7.92JC-2:9.2833合计:6.2827+7.632+22.896+40.302+7.92+7.92+9.2833=102.236102
7、.23611C30框架柱KZm 3KZ1:0.50.5(1.3+14.4)4=15.7KZ2:0.50.5(1.2+14.4)2+(1.3+14.4) 4=23.5KZ3:0.50.5(1.2+14.4)6=23.4KZ4:0.50.5(1.2+14.4)12=46.8KZ5:0.60.5(1.2+14.4)2=9.36KZ6:0.50.6(1.2+14.4)2=9.36合计:15.7+23.5+23.4+46.8+9.36+9.36=128.12128.121.柱子断面相同,柱高从柱基算至屋顶板上皮 ,结施03柱基上台面标高即柱高起点。2.KZ2有6根,分为2根JC-2,4根JC-2,起点-
8、1.2m、-1.3m。12C30梯柱TZ1m 3首层TZ1:0.30.2(1.95+0.1)3=0.369二、三层TZ1:0.30.21.832=0.648合计:0.369+0.648=1.0171.017结施11楼梯详图,TZ1有3根13C25构造柱GZm 3首层:C2424两侧=0.250.25(3.9-0.5)+0.050.253.4+0.050.25(3.4-2.4) -0.050.180.2524=1.052二层:C2424两侧=0.250.25(3.6-0.5)+0.050.253.1+0.050.25(3.1-2.4)-0.050.180.252 4=0.9472三层:C2424
9、两侧=同上四层:C2424两侧=0.250.25(3.4-0.6)+0.050.252.8+0.050.25(2.8-2.4)-0.050.180.2524=0.842合计:1.052+0.9472+0.9472+0.842=3.78843.7884以C2424两侧为例1结施01图九、图十构造柱位置、断面2构造柱在C2424两侧也称为包框柱,窗洞口高度时一侧咬合。墙高-窗高两侧咬合。3.咬合尺寸:砖墙咬合60;砌块咬合1004. -0.050.180.252,两侧马牙槎结施01,(6)外墙窗下的砼现浇带首层:M5021两侧=0.250.25(3.9-0.5)+0.050.253.4+0.050
10、.25(3.4-2.1) 2=0.54250.5425 屋面层:0.30.240.8432+0.270.490.842=2.15752.1575建施07女儿墙的墙体是240砖砌墙,咬合6014C30基础梁DLm 3梁断面=0.3 0.55梁长:垂直方向轴=(16.2-1.5)4=58.8,轴=(16.2-1.6)2=29.2轴=(13.7-1.5)2=24.4水平方向、轴=(37.8-3.5)3=102.91/A轴+=(19.2-1.5)+7.2-0.3=24.6A轴、段+段=(9.3-1)2=16.6弧长=(6.0-2.5-0.25+23.142.35/4-0.25)2=13.38梁长合计:
11、58.5+29.2+24.4+102.9+24.6+16.6+13.38=269.885m体积=0.3 0.55梁长=0.30.55269.885=44.5344.53结施02,四分之一圆长=直径3.14/415C30框架梁KLm 3首层:KL1 梁断面250500,梁长=6-2.5+23.14(2.5-0.125)/4-0.5=6.7291 体积=梁断面梁长2=1.6823KL2 梁断面300500,梁长=9.3-0.52=8.3 体积=0.30.58.32=2.49KL3 梁断面250500,梁长=(6-0.35-0.15)2+(7.2-0.5)=17.7体积=0.250.517.7=2.
12、2125KL4 梁断面300600,梁长=7.2-0.5=6.7 体积=梁断面梁长1=1.206KL5 梁断面300500,梁长=15.3-0.53=13.8 体积=梁断面梁长4=8.28KL6 梁断面300500,梁长=37.8-0.57=34.3 体积=梁断面梁长=5.145KL7 梁断面300500,梁长=16.2-0.53=14.7体积=梁断面梁长2=4.41KL8 梁断面300600,梁长=(7.2-0.5)2+(6.9-0.5)2=26.2 体积=梁断面梁长=4.716KL9 梁断面300600,梁长=16.2-0.25-0.52-0.35=14.6体积=梁断面梁长2=5.256K
13、L10 梁断面300600,梁长=13.7-0.53=12.2体积=梁断面梁长2=4.392合计:1.6822+2.49+2.2125+1.206+8.28+5.145+4.41+4.716+5.256+4.39239.7916C30楼梯梁L1m 3首层:梁断面300550,梁长=7.2-0.3体积=梁断面梁长=1.13851.138517C30楼梯梁TL1m 3首层:梁断面200400,梁长=3.25-0.25体积=梁断面梁长=0.20.43.0=0.240.24结施11楼梯详图,TL1有3根,算1根18C30楼梯梁TL2m 3首层:梁断面200400,梁长=1.6-0.25-0.1+1.6-0.1-0.1=2.65体积=梁断面梁长=0.20.42.65=0.2120.212结施11楼梯详图,TL2有2根19C25过梁GLm 3首层:M1021=0.20.12(1.0+0.252)20=0.72 C0924=0.250.12(0.9+0.25+0.175)4=0.159 C1824=0.250.18(1.8+0.35)2=0.194 C1524=0.250.18(1.5+0.252)2=0.18 C1624=0.250.18
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