非常好的门式钢架用钢量指标.doc

8米檐高门钢厂房用钢量单位：kg/m2钢材跨度柱距无吊车时有二台一台Q-5t吊车时mm刚架次结构总计刚架吊车梁次结构总计Q235126.018.19.127.222.118.110.28.29.041.335.37.514.29.623.820.719.412.09.99.542.238.89.013.79.823.515.614.714.010.59.839.435.0186.015.78.824.519.315.89.17.28.837.231.87.512.69.321.916.513.610.88.99.336.631.89.011.99.521.413.612.812.910.19.536.032.4246.017.09.526.519.318.07.46.19.536.233.67.516.49.025.418.617.18.36.99.035.933.09.013.19.222.314.413.610.07.89.233.630.6306.018.78.226.920.220.06.25.18.234.633.37.517.28.725.919.319.27.25.78.735.233.69.015.08.923.915.815.58.16.58.932.830.9366.022.57.930.424.324.15.34.57.937.536.57.520.38.528.822.822.56.24.98.537.535.99.019.58.728.220.720.17.15.78.736.534.5Q345126.015.29.024.220.316.68.67.08.837.732.47.512.99.622.519.117.910.38.99.338.736.19.011.79.821.512.511.811.89.29.533.830.5186.013.38.822.116.214.17.76.38.832.729.27.511.59.320.813.411.69.48.09.332.128.99.010.29.519.710.910.110.98.59.531.328.1246.014.49.523.916.114.66.25.39.531.829.47.513.29.022.214.913.57.25.99.031.128.49.010.59.219.711.811.18.76.99.229.727.2306.014.98.223.115.815.55.34.48.229.328.17.513.88.722.515.214.96.15.08.730.028.69.012.08.920.911.811.57.05.78.927.726.1366.017.97.925.819.118.04.53.97.931.529.87.516.38.524.817.817.55.24.38.531.530.39.015.78.724.414.914.46.25.08.729.828.1注：1.刚架计算条件：单跨刚架，檐口高度8.0m，焊接H型钢柱无吊车时为变截面铰接柱，有吊车时为等截面刚接柱吊车梁为不对称截面焊接H型钢截面，Q345仅用于刚架及吊车梁2.荷载考虑：恒载0.2KN/m2，活载，基本风压吊车2台（1台）5t轻级工作制单梁吊车（地面操纵）.3.次结构包括（墙面）檩条、上墙墙架、支撑等构件。可以提供一点点供参考 墙梁，檩条：，7kg左右 主钢架：14kg左右 支撑系统：1。5kg左右 沿沟：自己算一下吧，补充楼上 有吊35t 22kg/m2 无吊 10-12kg/m2 条件：8m高24m跨左右，风载0.5左右 仅指刚架部分.本人的提供一些大家共同参考： 首先分有行车和无行车，有行车分行车的吨位和