种养殖基地牛舍.xls

甲烷化工程量计算书 序号 工程名称 单位数量 计算式构件 数量长宽高 abcd 种养殖基地牛舍工程量计算书图纸 工程号12BYNB03-5 一钢架梁3.243 GJ-1 -160*6t0.718 3.177280.160.00615 -160*6t0.4992.2060.160.00615 -234*6t0.8222.4850.2340.00615 -160*25t0.4140.440.160.02515 -240*20t0.2710.240.240.0215 -90*6t0.020.160.090.00615 -90*10t0.040.0950.090.0115 -77*6t0.0330.1510.0770.00615 -80*20t0.060.080.080.0215 钢梁预埋螺栓t0.0690.73215 屋面檩条t 屋面檩托板=6t0.0270.080.1215 屋面檩托板=6t0.090.20.1615 墙上檩托板 =10t0.0450.240.23 螺杆 412t0.0070.173 C120*50*20*2.5t1.75759.76 系杆t -120*14t0.0550.150.1214 -150*14t0.0690.150.1514 t=10t0.080.2440.07514 XG1t0.0983.25214 活动区外围铁栅栏t 钢管02*4t0.099321 钢管32*2.5t1.5484.710 钢丝网40*40m211.7584.72.51 =6t2.209 0.8836 =250.414 0.1656 =200.331 0.1324 =100.1650.066 M160.069 0.0276 120.007 0.0028 C120*50*20*2.51.757 0.7028 =40.099 0.0396 =140.124 0.0496 42*3.00.098 0.0392 32*2.51.540.616 牛牛舍舍合合计计 6 6. .8 81 13 32.7252 螺栓套 螺栓 216套6 螺栓 M20套11 螺栓 M16套11 螺栓 M16套11 型钢类型 单根长度 m/面积m2 单个构 件根数 理论重量 （kg/m） 单个构件 重量kg 总重量t 备注 e=a d=a*bfgh=e*f*gi=dh/1000 5.099 =60.50836497247.147.8880.7181 =60.35296247.133.2490.4992 =60.58149247.154.7760.8223 =250.07042196.2527.6320.4145 =200.0576215718.0860.2716 =60.0144247.11.3560.027 =100.00855478.52.6850.048 =60.011627447.12.1910.0339 =200.006441574.0190.0610 M160.73241.579524.6250.06960套 =60.0096447.11.8090.027 =60.032447.16.0290.09 =100.048478.515.0720.045预埋在圈梁上 120.17160.888482.4170.007预埋在圈梁上 C120*50*20*2.559.714.90625292.9031.757 =140.0182109.93.9560.055 =140.02252109.94.9460.069 =100.0183478.55.7460.08 42*3.03.25212.145426.9770.098 =4311.5794.7370.099 32*2.584.711.818675 154.0421.54 40*40211.751 =6 =25 =20 =10 M16 甲烷化工程量计算书 12 C120*50*20*2.5 =4？ =14 42*3.0 32