1、钢结构安装工序质量控制表27表H225正极平台J0101 钢结构预制工序质量控制表Quality control table for erection of steel structure项目: 常熟美克尼扩建项目工艺设备安装 Project 工程施工单位:上海和安工业设备安装 Subcontractor 有限公司图 号: 水性车间架台 Drawing No.分图号 Points drawing number MKN-J-施2-01材 质Material立柱:Q235A平台钢板:SUS304执行标准Standard for executionGB50205-2001检 查 项 目Inspect
2、ion item等级 Grade结 论conclusion签名Signature备注 Note预制PrefabricationC平台、扶梯、栏杆检查Platform ,stair handrailC焊缝检查Inspection of welds B立柱编号ColumnCode No.偏 差 值(mm) Deviation value平台编号Platform Numbers No.标高Elevation (mm)偏 差 值(mm)Deviation value高度Height(mm)垂直度Verticality涂装 厚度 Coating thickness(m)长度length(mm)宽度 Wi
3、dth(mm)对角线差Diagonal sent(mm)涂装厚度 Coating thickness(m)2/1000 (mm)1-1-3B22970.62351-1-T7290071501518.521341-1-3C22970.42471-1-T629005319.5126031451-1-3D22970.82151-1-T529003630.51829.521341-1-2D229712441-1-T429002369.5124441261-1-1A2297.092361-1-T329002369.5119931171-1-1C22970.32371-1-T229002369.51199
4、21211-1-1D22970.52441-1-T129002624.52369.54144 备注 钢结构预制工序质量控制表Quality control table for erection of steel structure项目: 常熟美克尼扩建项目工艺设备安装 Project 工程施工单位:上海和安工业设备安装 Subcontractor 有限公司图 号: 水性车间架台 Drawing No.分图号 Points drawing number MKN-J-施2-5-01材 质Material立柱:Q235A平台钢板:SUS304执行标准Standard for executionGB5
5、0205-2001检 查 项 目Inspection item等级 Grade结 论conclusion签名Signature备注 Note预制PrefabricationC平台、扶梯、栏杆检查Platform ,stair handrailC焊缝检查Inspection of welds B立柱编号ColumnCode No.偏 差 值(mm) Deviation value平台编号Platform Numbers No.标高Elevation (mm)偏 差 值(mm)Deviation value高度Height(mm)垂直度Verticality涂装 厚度 Coating thickn
6、ess(m)长度length(mm)宽度 Width(mm)对角线差Diagonal sent(mm)涂装厚度 Coating thickness(m)2/1000 (mm)2-4-3B25970.62352-4-T31929160090021342-4-3A25970.42472-4-T2192931001424.531452-4-2B25970.82152-4-T1192931002374.521342-4-2A259712442-4-1A/118260.92362-4-1B/118260.3237 备注 钢结构预制工序质量控制表Quality control table for erec
7、tion of steel structure项目: 常熟美克尼扩建项目工艺设备安装 Project 工程施工单位:上海和安工业设备安装 Subcontractor 有限公司图 号: 油性车间架台 Drawing No.分图号 Points drawing number MKN-J-施1-2-06材 质Material立柱:Q235A平台钢板:SUS304执行标准Standard for executionGB50205-2001检 查 项 目Inspection item等级 Grade结 论conclusion签名Signature备注 Note预制PrefabricationC平台、扶梯
8、、栏杆检查Platform ,stair handrailC焊缝检查Inspection of welds B立柱编号ColumnCode No.偏 差 值(mm) Deviation value平台编号Platform Numbers No.标高Elevation (mm)偏 差 值(mm)Deviation value高度Height(mm)垂直度Verticality涂装 厚度 Coating thickness(m)长度length(mm)宽度 Width(mm)对角线差Diagonal sent(mm)涂装厚度 Coating thickness(m)2/1000 (mm)2-3-1
9、14990.62352-3-TI16504400250021342-3-214990.42472-3-A14990.82152-3-B14991244 备注 钢结构预制工序质量控制表Quality control table for erection of steel structure项目: 常熟美克尼扩建项目工艺设备安装 Project 工程施工单位:上海和安工业设备安装 Subcontractor 有限公司图 号: 油性车间架台 Drawing No.分图号 Points drawing number MKN-J-施1-2-18材 质Material立柱:Q235A平台钢板:SUS304
10、执行标准Standard for executionGB50205-2001检 查 项 目Inspection item等级 Grade结 论conclusion签名Signature备注 Note预制PrefabricationC平台、扶梯、栏杆检查Platform ,stair handrailC焊缝检查Inspection of welds B立柱编号ColumnCode No.偏 差 值(mm) Deviation value平台编号Platform Numbers No.标高Elevation (mm)偏 差 值(mm)Deviation value高度Height(mm)垂直度Ve
11、rticality涂装 厚度 Coating thickness(m)长度length(mm)宽度 Width(mm)对角线差Diagonal sent(mm)涂装厚度 Coating thickness(m)2/1000 (mm)1-2-3D27970.62351-2-T929002774.5163321341-2-3C27970.42471-2-T829004249.5163331451-2-3B27970.82151-2-T729002774.5126021341-2-2A279712441-2-T629004249.5126041261-2-1C27970.92361-2-T52900
12、2774.5215531171-2-1B27970.32371-2-T42900215580921211-2-1D27970.52441-2-T32900215599941441-2-T22900215599931361-2-T129002389.521502143 备注 钢结构预制工序质量控制表Quality control table for erection of steel structure项目: 常熟美克尼扩建项目工艺设备安装 Project 工程施工单位:上海和安工业设备安装 Subcontractor 有限公司图 号: 水性车间架台 Drawing No.分图号 Points
13、drawing number MKN-J-施2-1-21材 质Material立柱:Q235A平台钢板:SUS304执行标准Standard for executionGB50205-2001检 查 项 目Inspection item等级 Grade结 论conclusion签名Signature备注 Note预制PrefabricationC平台、扶梯、栏杆检查Platform ,stair handrailC焊缝检查Inspection of welds B立柱编号ColumnCode No.偏 差 值(mm) Deviation value平台编号Platform Numbers No
14、.标高Elevation (mm)偏 差 值(mm)Deviation value高度Height(mm)垂直度Verticality涂装 厚度 Coating thickness(m)长度length(mm)宽度 Width(mm)对角线差Diagonal sent(mm)涂装厚度 Coating thickness(m)2/1000 (mm)2-1-5A25970.62352-1-T1627003299129921342-1-2B25970.42472-1-T1527003299119931452-1-3B25970.82152-1-T1427003299119921342-1-4A259
15、712442-1-T1327003299124941262-1-3A25970.92362-1-T1227003299124931172-1-4B25970.32372-1-T1127003299102421212-1-2A25970.52442-1-T102700130094941442-1-5B25970.62452-1-T9270032991894.531362-1-1A/125970.72222-1-T827003299119921432-1-1A/225970.52352-1-T727003299129931212-1-T6270032991299122 备注 钢结构预制工序质量控制
16、表Quality control table for erection of steel structure项目: 常熟美克尼扩建项目工艺设备安装 Project 工程施工单位:上海和安工业设备安装 Subcontractor 有限公司图 号: 水性车间架台 Drawing No.分图号 Points drawing number MKN-J-施2-1-21材 质Material立柱:Q235A平台钢板:SUS304执行标准Standard for executionGB50205-2001检 查 项 目Inspection item等级 Grade结 论conclusion签名Signatu
17、re备注 Note预制PrefabricationC平台、扶梯、栏杆检查Platform ,stair handrailC焊缝检查Inspection of welds B立柱编号ColumnCode No.偏 差 值(mm) Deviation value平台编号Platform Numbers No.标高Elevation (mm)偏 差 值(mm)Deviation value高度Height(mm)垂直度Verticality涂装 厚度 Coating thickness(m)长度length(mm)宽度 Width(mm)对角线差Diagonal sent(mm)涂装厚度 Coati
18、ng thickness(m)2/1000 (mm)2-1-T527003299119921342-1-T427003299119931452-1-T327003299124921342-1-T227003299124941262-1-T1270032991024.53117 备注 钢结构预制工序质量控制表Quality control table for erection of steel structure项目: 常熟美克尼扩建项目工艺设备安装 Project 工程施工单位:上海和安工业设备安装 Subcontractor 有限公司图 号: 油性车间架台 Drawing No.分图号 Po
19、ints drawing number MKN-J-施2-1-07材 质Material立柱:Q235A平台钢板:SUS304执行标准Standard for executionGB50205-2001检 查 项 目Inspection item等级 Grade结 论conclusion签名Signature备注 Note预制PrefabricationC平台、扶梯、栏杆检查Platform ,stair handrailC焊缝检查Inspection of welds B立柱编号ColumnCode No.偏 差 值(mm) Deviation value平台编号Platform Numbe
20、rs No.标高Elevation (mm)偏 差 值(mm)Deviation value高度Height(mm)垂直度Verticality涂装 厚度 Coating thickness(m)长度length(mm)宽度 Width(mm)对角线差Diagonal sent(mm)涂装厚度 Coating thickness(m)2/1000 (mm)2-1-1A22770.62352-1-T127005050156621342-1-2A22770.42472-1-T227006250.5156631452-1-3A22770.82152-1-T327004964.5156621342-1
21、-4A227712442-1-5A22770.92362-2-1B22770.32372-2-2B22770.52442-2-3B22770.62452-2-4B22770.72222-2-5B22770.52352-2-A22770.62432-2-B22770.2234 备注 钢结构预制工序质量控制表Quality control table for erection of steel structure项目: 常熟美克尼扩建项目工艺设备安装 Project 工程施工单位:上海和安工业设备安装 Subcontractor 有限公司图 号: 厂区管架 Drawing No.分图号 Point
22、s drawing number MKN-J-施0-0-02材 质Material立柱:Q235A执行标准Standard for executionGB50205-2001检 查 项 目Inspection item等级 Grade结 论conclusion签名Signature备注 Note预制PrefabricationC平台、扶梯、栏杆检查Platform ,stair handrailC焊缝检查Inspection of welds B立柱编号ColumnCode No.偏 差 值(mm) Deviation value平台编号Platform Numbers No.标高Elevation (mm)偏 差 值(mm)Deviation value高度Height(mm)垂直度Verticality涂装 厚度 Coating thickness(m)长度length(mm)宽度 Width(mm)对角线差Diagonal sent(mm)涂装厚度
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