门式钢架详图

Teklastructures工程名称项目名称审定审核核对设计设计单位施工单位图名图号设计阶段专业钢结构比例日期工程编号版本郭鑫钢架01:201:8011.03.20141+0.00平面布置图详图设计远帆工程制图电话：[phone]QQ:598597162:20+0.00平面布置图DETBDETAD44D22Teklastructures工程名称项目名称审定审核核对设计设计单位施工单位图名图号设计阶段专业钢结构比例日期工程编号版本郭鑫钢架01:101:8011.03.20141+8.350平面布置图详图设计远帆工程制图电话：[phone]QQ:598597162:10C-C1:10D-D1:10+8.350平面布置图GL-2GL-2GL-2GL-2GL-2GL-4GL-2GL-3GL-4CCGL-7GL-2BBAAGL-6GL-1GL-2GL-5GL-2GL-5GL-2DDGL-7GL-4GL-2GL-2GL-7GL-4GL-2GL-6GL-5GL-2GL-6GL-2GL-5GL-2GL-2GL-5GL-2GL-2GL-1GL-9GL-8GL-2GL-5GL-2GL-2GL-7GL-4GL-2GL-6GL-6D22M20-TS10.9M20-TS10.9M20-TS10.9M20-TS10.9Teklastructures工程名称项目名称审定审核核对设计设计单位施工单位图名图号设计阶段专业钢结构比例日期工程编号版本郭鑫钢架01:151:8011.03.20141屋面梁布置图详图设计远帆工程制图电话：[phone]QQ:598597162屋面梁布置图WL-1WL-7WL-2WL-2WL-3WL-2WL-8M20-TS10.9Teklastructures工程名称项目名称审定审核核对设计设计单位施工单位图名图号设计阶段专业钢结构比例日期工程编号版本郭鑫钢架01:8011.03.20141A-轴线立面布置图详图设计远帆工程制图电话：[phone]QQ:598597162轴线立面布置图GZ-3GDL-4SJ-2GDL-4GL-4GDL-1SJ-2SJ-2SJ-2GDL-3GZ-3GZ-1GL-4GDL-4SJ-2SJ-2GDL-3SJ-2GDL-3GZ-3GL-4GZ-3GDL-4SJ-2SJ-2GDL-3SJ-2GDL-3GZ-3GL-4GL-4SJ-2GDL-2SJ-2GZ-6GL-8Teklastructures工程名称项目名称审定审核核对设计设计单位施工单位图名图号设计阶段专业钢结构比例日期工程编号版本郭鑫钢架01:8011.03.20141C-轴线立面布置图详图设计远帆工程制图电话：[phone]QQ:598597162轴线立面布置图GZ-4SJ-2GDL-4GL-5GDL-2SJ-2SJ-2SJ-2GDL-3GL-5GZ-2GZ-4GDL-4SJ-2SJ-2GDL-3SJ-2GDL-3GZ-4GL-5GZ-4SJ-2GDL-4SJ-2GDL-3GDL-4SJ-2GDL-3GZ-4GL-5GL-5SJ-2GDL-1SJ-2GZ-7GL-5Teklastructures工程名称项目名称审定审核核对设计设计单位施工单位图名图号设计阶段专业钢结构比例日期工程编号版本郭鑫钢架01:8011.03.201411、7-轴线立面布置图详图设计远帆工程制图电话：[phone]QQ:598597162轴线立面布置图1-轴线立面布置图KFZ-1KFZ-2WL-3GZ-6GL-1GZ-7KFZ-1KFZ-2WL-1GZ-1GL-1GZ-2Teklastructures螺栓汇总表螺栓规格类型等级总数构件标记GZ-1M12×30C68GZ-1M20×50TS10.92GZ-1M20×60TS10.98A.B为A.B级螺栓C为C级安装螺栓C1为C级永久螺栓HS为大六角头高强螺栓TS为扭剪型高强螺栓零件编号材料规格长度数量单重(kg)总重(kg)材质构件材料清单件1GZ-1共单重：916.74总重：916.74kgkg2PL10*19528014.294.29Q235B3PL10*22055919.659.65Q235B4PL10*22050018.648.64Q235B5PL10*10643043.5814.31Q235B6PL10*10635622.965.93Q235B7PL10*22022913.953.95Q235B8PL10*220111301192.22192.22Q235B9PL10*220115901200.16200.16Q235B10PL10*19627213.173.17Q235B12PL10*10627212.232.23Q235B21PL20*400650140.8240.82Q235B35PL6*8014080.262.11Q235B45PL6*16015091.1310.17Q235B46PL6*16025681.9315.43Q235B47PL6*8024680.614.86Q235B52PL8*29631415.415.41Q235B58PL8*10025020.991.98Q235B59PL8*8025020.821.65Q235B63PL8*10631412.072.07Q235B67PL8*479490110.9610.96Q235B68PL8*430116121313.28313.28Q235B70PL8*10643062.8617.17Q235B72PL8*22044016.086.08Q235B79PL16*220581116.0516.05Q235B81L100*830713.773.77Q235B86C161032120.3720.37Q235B本图重量合计：916.74kg工程名称项目名称审定审核核对设计设计单位施工单位图名图号设计阶段专业钢结构比例日期工程编号版本郭鑫钢架01:151:3511.03.20141柱子构件图详图设计远帆工程制图电话：[phone]QQ:598597162Φ14B-B1:15214236113107C-C1:15146455519054464560100608Φ22D-D1:1560401828045812Φ22E-E1:15Teklastructures螺栓汇总表螺栓规格类型等级总数构件标记GZ-2M12×30C68GZ-2M20×50TS10.92GZ-2M20×60TS10.98A.B为A.B级螺栓C为C级安装螺栓C1为C级永久螺栓HS为大六角头高强螺栓TS为扭剪型高强螺栓零件编号材料规格长度数量单重(kg)总重(kg)材质构件材料清单件1GZ-2共单重：916.74总重：916.74kgkg2PL10*19528014.294.29Q235B3PL10*22055919.659.65Q235B4PL10*22050018.648.64Q235B5PL10*10643043.5814.31Q235B6PL10*10635622.965.93Q235B7PL10*22022913.953.95Q235B8PL10*220111301192.22192.22Q235B9PL10*220115901200.16200.16Q235B10PL10*19627213.173.17Q235B12PL10*10627212.232.23Q235B21PL20*400650140.8240.82Q235B35PL6*8014080.262.11Q235B45PL6*16015091.1310.17Q235B46PL6*16025681.9315.43Q235B47PL6*8024680.614.86Q235B52PL8*29631415.415.41Q235B58PL8*10025020.991.98Q235B59PL8*8025020.821.65Q235B63PL8*10631412.072.07Q235B67PL8*479490110.9610.96Q235B68PL8*430116121313.28313.28Q235B70PL8*10643062.8617.17Q235B72PL8*22044016.086.08Q235B79PL16*220581116.0516.05Q235B82L100*830713.773.77Q235B86C161032120.3720.37Q235B本图重量合计：916.74kg工程名称项目名称审定审核核对设计设计单位施工单位图名图号设计阶段专业钢结构比例日期工程编号版本郭鑫钢架01:151:3511.03.20141柱子构件图详图设计远帆工程制图电话：[phone]QQ:598597162:1522822212397C-C1:15146534719054464560100608Φ22D-D1:15406018280452Φ2282E-E1:15Teklastructures螺栓汇总表螺栓规格类型等级总数构件标记GZ-3M12×30C36GZ-3M20×50TS10.94GZ-3M20×60TS10.98A.B为A.B级螺栓C为C级安装螺栓C1为C级永久螺栓HS为大六角头高强螺栓TS为扭剪型高强螺栓零件编号材料规格长度数量单重(kg)总重(kg)材质构件材料清单件5GZ-3共单重：917.17总重：4585.87kgkg1PL10*215650110.9710.97Q235B3PL10*22055919.659.65Q235B4PL10*22050018.648.64Q235B5PL10*10643043.5814.31Q235B6PL10*10635622.965.93Q235B7PL10*22022913.953.95Q235B8PL10*220111301192.22192.22Q235B9PL1