钢平台计算表格式

工程量计算表3：钢结构工程 Steel Structure Works项目名称 Project Name:序号S/N图纸编号Drawing子目说明部位/标高/轴线计算公式 Calculation工程量Quantity单位Unit防火涂料FPP(M2)高强螺栓套备注RemarkItem DescriptionLocation/Level/AxisHM350*2501-5,A;6.35M1钢梁长长36.2宽36.2宽14.9宽14.9宽高0.25高高0.25高0.32厚厚0.32厚厚0.02厚0.02厚0.02厚0.02厚数量数量数量数量2钢梁HM350*2503,A-C; 6.35M长长理论重量理论4重量理论3重量理论6重量239.931.439.931.42.894.541.792.8112.03TTTTT45.9872.328.4344.7191.41钢梁3钢柱Ф245*16Ф95*21，A;1,C长长6.85宽6.85宽0.75高0.3高厚厚0.02厚0厚数量数量理论重量理论8重量293.64.631.280.25TT10.2116.184连接板节点 1梁-梁梁-柱长长长0.2宽0.3宽0.32宽0.16高0.3高0.13高厚厚厚0.01厚0.02厚0.01厚数量数量数量5加劲板节点 1钢板理论重量理论2重量理论4重量82.010.01607711.30.0226082.50.0099850.04867TTTT0.2560.180.1590.5956桁架L45*5长长长长14.9宽2.45宽36.2宽20.6宽0.45高0.45高0.45高0.45高0.45厚0.45厚0.45厚0.45厚0.01厚0.01厚0.01厚0.01厚数量数量数量数量理论重量理论32重量理论10重量理论14重量3635.335.335.335.318.952.7712.7710.19TTTT482.7670.56325.35259.56第page 1 页 of 共 3 页

计算 Prepared by:审核 Checked by:

项目名称 Project Name:序号S/N图纸编号Drawing子目说明部位/标高/轴线计算公式 Calculation工程量Quantity单位Unit防火涂料FPP(M2)高强螺栓套备注RemarkItem DescriptionLocation/Level/Axis平面斜撑平面斜撑平面斜撑平面斜撑平面斜撑平面斜撑平面斜撑平面斜撑平面斜撑平面斜撑平面斜撑平面斜撑平面斜撑立杆A-C方向A-C方向A-C方向1-5方向计算 Prepared by:

长长长长长长长长长长长长长长长长长长1.93宽2.03宽2.11宽1.63宽1.73宽2宽2.1宽1.8宽3.13宽1.9宽1.95宽1.82宽1.91宽0.35宽1.35宽1.15宽1.3宽1.62宽0.45高0.45高0.45高0.45高0.45高0.45高0.45高0.45高0.45高0.45高0.45高0.45高0.45高0.45高0.45高0.45高0.45高0.45高0.45厚0.45厚0.45厚0.45厚0.45厚0.45厚0.45厚0.45厚0.45厚0.45厚0.45厚0.45厚0.45厚0.45厚0.45厚0.45厚0.45厚0.45厚0.01厚0.01厚0.01厚0.01厚0.01厚0.01厚0.01厚0.01厚0.01厚0.01厚0.01厚0.01厚0.01厚0.01厚0.01厚0.01厚0.01厚0.01厚数量数量数量数量数量数量数量数量数量数量数量数量数量8816366441642162416数量308数量数量5252立面斜撑立面斜撑立面斜撑立面斜撑数量144数量22理论重量理论重量理论重量理论重量理论重量理论重量理论重量理论重量理论重量理论重量理论重量理论重量理论重量理论重量理论重量理论重量理论重量理论重量35.335.335.335.335.335.335.335.335.335.335.335.335.335.335.335.335.335.30.550.571.192.073.910.281.190.250.221.070.140.261.083.812.482.126.61.26TTTTTTTTTTTTTTTTTT13.914.6230.3852.8199.657.230.246.485.6327.363.516.5527.597.0263.1854.02168.2332.09第page 2 页 of 共 3 页

审核 Checked by:

项目名称 Project Name:序号S/N图纸编号Drawing子目说明部位/标高/轴线计算公式 Calculation工程量Quantity单位Unit防火涂料FPP(M2)高强螺栓套备注RemarkItem DescriptionLocation/Level/Axis1-5方向1-5方向1-5方向1-5方向1-5方向1-5方向1-5方向1-5方向桁架立面斜撑立面斜撑立面斜撑立面斜撑立面斜撑立面斜撑立面斜撑立面斜撑长长长长长长长长1.74宽1.25宽1.73宽1.37宽1.21宽1.11宽1.47宽1.49宽0.45高0.45高0.45高0.45高0.45高0.45高0.45高0.45高0.45厚0.45厚0.45厚0.45厚0.45厚0.45厚0.45厚0.45厚0.01厚0.01厚0.01厚0.01厚0.01厚0.01厚0.01厚0.01厚数量数量数量数量数量数量数量数量2264111120162222理论重量理论重量理论重量理论重量理论重量理论重量理论重量理论重量35.335.335.335.335.335.335.335.31.352.830.670.530.860.631.141.1682.9TTTTTTTTT34.517217.1313.5721.8115.9429.0529.532112.14长7预埋件Φ12长长长长长长宽0.3宽0.4宽宽宽宽宽高0.2高高高高高高厚厚厚厚厚厚厚厚0.01厚0.01厚厚厚厚厚数量数量数量数量数量数量数量理论重量理论54重量理论216重量理论重量理论重量理论重量理论重量5.650.360.090.030.12TTT计算 Prepared by:审核 Checked by:第page 3 页 of 共 3 页