一种钢桁梁主桁杆件制作方法

By using the inverted assembly method, a specific welding sequence, and low energy parameters, the problem of welding deformation of the main truss members of the steel truss was solved, achieving high-precision and high-strength welding results that meet the requirements of heavy load and fatigue resistance.

CN121315591BActive Publication Date: 2026-07-17CHINA RAILWAY BAOJI BRIDGE YANGZHOU CO LTD +1

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
CHINA RAILWAY BAOJI BRIDGE YANGZHOU CO LTD
Filing Date
2025-12-01
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

In the existing technology, the welding sequence of the main truss members of the steel truss is unreasonable, which leads to welding deformation and affects the geometric accuracy of the members and the accuracy of the hole group position.

Method used

Using an inverted method and a specific welding sequence, the inside of the box is welded first, then the outside. Combined with a flipping welding process, welding is carried out in sections and steps, using low-energy welding parameters to control the distribution of welding heat and reduce deformation.

Benefits of technology

Effectively control welding deformation, ensure accurate box opening dimensions, improve weld strength and connection reliability, meet heavy load and fatigue resistance requirements, and extend service life.

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Abstract

本发明公开一种钢桁梁主桁杆件制作方法,涉及钢桁梁制作方法技术领域,其包括以下步骤:S1:制作上弦杆:进行零部件的切割下料和制作,然后采用倒装法进行零部件的组装,在组装时,进行焊接加工;S2:制作下弦杆:进行零部件的切割下料和制作,然后采用倒装法进行零部件的组装,在组装时,进行焊接加工;S3:制作腹杆;S4:完成钢桁梁主桁杆件的试装,合格后,完成制作。本发明解决了现有技术中钢桁梁主桁杆件制作时焊接顺序不合理影响主桁杆件质量的技术问题。
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