施工组织设计下载简介
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滑移脚手架专项施工方案27515.342.80500.260
2768.924.50290.149
模板工程(承插式)安全专项施工方案编制、审核要点.doc27926.771.20840.432
28016.342.60500.258
2856.116.10190.098
2867.120.30240.123
2892.25.8090.048
2905.816.00260.133
2912.15.7090.047
2932.15.7090.047
2945.816.00260.133
2952.25.8090.048
2960.00.0000.000
2970.81.7030.014
2992.25.8090.048
3006.617.70290.147
3012.15.7090.047
3020.71.7030.014
3032.15.7090.047
3046.617.70290.147
3052.25.8090.048
3060.00.0000.000
3070.00.0000.000
3080.00.0000.000
3090.00.0000.000
3110.00.0000.000
3441.12.5030.015
3451.12.5030.015
3601.12.5030.015
3671.12.5030.015
3682.25.8090.048
3695.816.00260.133
3722.15.7090.047
3752.15.7090.047
3765.816.00260.133
3782.25.8090.048
3810.00.0000.000
3840.81.7030.014
3870.00.0000.000
3922.25.8090.048
3936.617.70290.147
3962.15.7090.047
3970.71.7030.014
3992.15.7090.047
4006.617.70290.147
4022.25.8090.048
4050.00.0000.000
4070.00.0000.000
4090.00.0000.000
4120.00.0000.000
4140.00.0000.000
NODEUx(mm)Uy(mm)Uz(mm)
180.71.90.10.30.31.1
270.92.40.10.34.712.9
360.71.90.10.410.127.6
430.30.80.00.013.135.7
450.30.70.20.513.236.3
1107.520.40.00.01.13.1
11814.238.60.10.10.61.5
11914.238.50.00.07.419.9
上海某工程地源热泵施工组织设计12013.737.00.00.07.419.9
12113.737.00.00.07.419.9
12214.238.50.00.07.419.9
NODERx(kN)Ry(kN)Rz(kN)
1232.25.80.00.055.7149.1
1252.15.70.00.079.5212.9
荷载总值:TQx=0.0kNTQy=0.0kNTQz=388.8kN
工况(2)1.20静+1.40活1
JC/T 545-2020标准下载荷载总值:TQx=0.0kNTQy=0.0kNTQz=1296.0kN