种养殖基地牛舍.xls

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1、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3.243GJ-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*6t0.0330.1510.077

2、0.00615 -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 412t0.0070.173C120*50*20*2.5t1.75759.76系杆t-120*14t0.0550.150.1214-150*14t0.0690.150.1514 t=10t0.080.2440.07514XG1t0.0983.25214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

3、*40m211.7584.72.51=6t2.209 0.8836=250.414 0.1656=200.331 0.1324=100.1650.066M160.069 0.0276120.007 0.0028C120*50*20*2.51.757 0.7028=40.099 0.0396=140.124 0.049642*3.00.098 0.039232*2.51.540.616牛牛舍舍合合计计6.8136.8132.7252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te=a

4、 d=a*bfgh=e*f*gi=dh/1000=60.508365247.147.8880.718=60.35296247.133.2490.499=60.58149247.154.7760.822=250.07042196.2527.6320.414=200.0576215718.0860.271=60.0144247.11.3560.02=100.00855478.52.6850.04=60.011627447.12.1910.033=200.006441574.0190.06M160.73241.579524.6250.069=60.0096447.11.8090.027=60.032

5、447.16.0290.09=100.048478.515.0720.045120.17160.888482.4170.007C120*50*20*2.559.714.90625292.9031.757=140.0182109.93.9560.055=140.02252109.94.9460.069=100.0183478.55.7460.0842*3.03.25212.145426.9770.098=4311.5794.7370.09932*2.584.711.818675 154.0421.5440*40211.751=6=25=20=10甲烷化工程量计算书M1612C120*50*20*2.5=4=1442*3.032*2.5套数M1641.5795224M2081.5795288M1621.5795222M1611.5795211备注5.099123567891060套60预埋在圈梁上预埋在圈梁上？孔17.5孔d=22孔d=18孔d=21