Main Structure Column Q355/Q235 H- steel , Box column is also available Rafter, Beam Q355/Q235 H- steel Surface processing options 1. Epoxy zinc-rich primer + epoxy mica intermediate paint (120μm thickness) 2. Hot dip galvanization...
PURPOSE:To enhance working efficiency and secure the quality in a steel skeleton member erection method by restricting reinforcement work at a high place to the panel zone part. CONSTITUTION:On the ground reinforcement work is carried out around each steel column 1 and steel beam 10, a column ...
A bolt (8), or cross-bolt, is mounted at the open end of the truss and a number of such bolts can be distributed along the length of the truss, to achieve effective transmission of horizontal forces into the reinforced-concrete ceiling. The bars (3) may be screwed to a continuous ...
Main Structure Column Q355/Q235 H- steel , Box column is also available Rafter, Beam Q355/Q235 H- steel Surface processing options 1. Epoxy zinc-rich primer + epoxy mica intermediate paint (120μm thickness) 2. Hot dip galvanization Sub Structure Purlin Q355B, C...
Raftered roof steel eave block - has head plate welded on top of trusses on reinforced-concrete ceilingThe truss-supported roof has the base roof-beam (4) resting on steel eave blocks. The horizontal trusses (2) are assembled onto the reinforced-concrete ceiling (1) or concreted into this,...
1.Concrete Footing ⇒ 2.Concrete Footing ⇒ 3.Base Plate⇒ 4.End Wall Girt ⇒ 5. Portal Bracing⇒ 6.Main Frame Straight Column ⇒ 7.Wall Bracing ⇒ 8.Framed Opening ⇒ 9. End Wall Wind Column⇒ 10. Roof Bracing⇒ 11. Main Frame Rafter ⇒12.Jack Beam⇒ 13. Main...
3)Butt-welding on construction site:we require all the grooves should be bevelled on the upper rafter/column when it comes to bolt connection for web plates(see illustration 3). For the scenario of welding on web plates, please refer to the illustration ...
3)Butt-welding on construction site:we require all the grooves should be bevelled on the upper rafter/column when it comes to bolt connection for web plates(see illustration 3). For the scenario of welding on web plates, please refer to the illustration ...
[and require a bituminous paint on concrete to base plate interface]. They have omitted the fastener call out for the connection between railing panel sections. We have proposed using a 3/8" HDG A307 bolt to connect the railing sections. The application is an outdoor environment next to a ...
Main Structure Column Q355/Q235 H- steel , Box column is also available Rafter, Beam Q355/Q235 H- steel Surface processing options 1. Epoxy zinc-rich primer + epoxy mica intermediate paint (120μm thickness) 2. Hot dip galvanization Sub Structure Purlin Q355B, C/Z steel section,...