1、种养殖基地工程量计算书序号 工程名称 单位数量计算式构件数量长宽高abcd种养殖基地鸡舍工程量计算书图纸 工程号xxx一钢架梁2.172GJ-1 -160*6t0.4082.4620.160.00611 -160*6t0.3662.2060.160.00611 -234*6t0.6032.4850.2340.00611 -160*25t0.3070.4450.160.02511 -240*20t0.1990.240.240.0211 -90*6t0.0150.160.090.00611 -90*10t0.030.0950.090.0111 -77*6t0.0240.1510.0770.0061
2、1 -80*20t0.0440.080.080.0211钢梁预埋螺栓t0.0510.73211屋面檩条t屋面檩托板=6t0.020.080.1211屋面檩托板=6t0.0660.20.1611墙上檩托板=10t0.090.240.26螺杆 412t0.0150.176C120*50*20*2.5t1.16659.394系杆t-120*14t0.0240.150.126-150*14t0.030.150.156 t=10t0.0340.2440.0756XG1t0.0283.2524XG2t0.0143.2522活动区外围铁栅栏t钢管02*4t0.09319钢丝网40*40m207.5169.1
3、731=6t1.502 0.50067=25t0.307 0.10233=20t0.2430.081=10t0.154 0.05133M16t0.0510.017=40.090.0312t0.0150.005C120*50*20*2.5t1.166 0.38867=14t0.0540.01842*3.0t0.0420.014鸡鸡舍舍钢钢结结构构合合计计t3.6241.208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te=a d=a*bfgh=e*f*gi=dh/1000=60.3
4、9392247.137.1070.408=60.35296247.133.2490.366=60.58149247.154.7760.603=250.07122196.2527.9460.307=200.0576215718.0860.199=60.0144247.11.3560.015=100.00855478.52.6850.03=60.011627447.12.1910.024=200.006441574.0190.044M160.73241.579524.6250.051=60.0096447.11.8090.02=60.032447.16.0290.066=100.048478.51
5、5.0720.09120.17160.888482.4170.015C120*50*20*2.559.3914.90625291.3821.166=140.0182109.93.9560.024=140.02252109.94.9460.03=100.0183478.55.7460.03442*3.03.25212.145426.9770.02842*3.03.25212.145426.9770.014=4311.5794.7370.0940*40207.511=6=25=20=10种养殖基地工程量计算书M16=412C120*50*20*2.5=1442*3.0套数M1641.5795224M2081.5795288M1621.5795222M1611.5795211备注3.42844套预埋在圈梁上预埋在圈梁上孔17.5孔d=22孔d=18孔d=21
