![GB 50372-2006 炼铁机械设备工程安装验收规范 (英文版)](https://wfqqreader-1252317822.image.myqcloud.com/cover/796/33688796/b_33688796.jpg)
5.8 Installation of Corridors,Truss
Ⅰ Dominant Items
5.8.1 The deformation and peeling of paint on steel element due to handling,piling and hoisting shall be corrected and repaired.
Check quantity:10% random check for elements and at least 4 pieces.
Check method:visual check or pull a line and check with a steel rule.
Ⅱ General Items
5.8.2 The padding plate of inclined loading bridge shall be closely contacted with the track and track beam.
Check quantity:10% random check for padding plates and at least 10 pieces.
Check method:manual hammering and visual check.
5.8.3 The allowable installation deviation of loading belt corridors truss and support shall meet the requirements in Table 5.8.3.
Check quantity:full check.
Check method:see Table 5.8.3.
Table 5.8.3 Allowable installation deviation of loading belt corridors truss and support(mm)
![img](https://epubservercos.yuewen.com/E66905/18000634601100806/epubprivate/OEBPS/Images/txt005_15.jpg?sign=1738894034-mKD8sJ7od4dxmf6WzNpJ0wsxDksxdHa7-0-c05f6518bd3dd2a4f58840ed000a8431)
Note:H refers to support height;L refers to truss length;I1 refers to distance of chord member between adjacent joints.
5.8.4 The allowable installation deviation for inclined loading bridge of charging car shall meet the requirements in Table 5.8.4.
Check quantity:full check.
Check method:see Table 5.8.4.
Table 5.8.5 Allowable installation deviation for inclined loading bridge of charging car(mm)
![img](https://epubservercos.yuewen.com/E66905/18000634601100806/epubprivate/OEBPS/Images/txt005_16.jpg?sign=1738894034-c9H7FIysSNq8ICGBuEQgw9e9k6DYBlmD-0-52074fc3eda8ce4583039b684bff2fb6)
Note:L refers to truss length;I1 refers to distance of chord member between adjacent joints.