A beam end variable cross-section connecting joint device

By designing a variable cross-section connection node device at the beam end, and utilizing a combination of I-beam connecting beams and trapezoidal webs, the problems of insufficient bearing capacity at the beam end of the wall column and complex construction were solved. This achieved efficient torque transfer and plastic hinge displacement, thereby improving the structural stress and seismic performance.

CN224351410UActive Publication Date: 2026-06-12SHAANXI HANGFEI EUROPEAN & AMERICAN STEEL CONSTRUCTION CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
SHAANXI HANGFEI EUROPEAN & AMERICAN STEEL CONSTRUCTION CO LTD
Filing Date
2025-04-11
Publication Date
2026-06-12

AI Technical Summary

Technical Problem

In wall-type column structures, the reduction in the weld length of the beam end flange makes the core area of ​​the node prone to damage such as weld tearing and flange buckling. Existing remedial measures increase construction complexity and may create new weak links.

Method used

A variable cross-section connection node device is adopted at the beam end. The connection between the beam and the steel column is fixedly connected. The cross-section is designed as an I-shaped cross-section, and the connection height is increased by using a trapezoidal web. Combined with a hybrid connection method of full welding and bolt welding, the efficient transmission of torque and the outward movement of plastic hinge are achieved.

Benefits of technology

It improves the structural stress and seismic performance, simplifies construction procedures, reduces costs, meets the design principle of strong nodes and weak components, and improves construction efficiency and safety.

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    Figure CN224351410U_ABST
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Abstract

The utility model belongs to the variable cross section field discloses the connecting joint device of beam end variable cross section, including: steel column, connecting beam, intermediate beam, splicing plate and connecting piece, one end of connecting beam is fixedly connected with steel column lateral wall, and the other end is fixedly connected with one end of intermediate beam, splicing plate sets up at the connecting place of connecting beam and intermediate beam, and connecting piece passes through splicing plate and is fixedly connected with connecting beam or intermediate beam, the cross section of connecting beam is I -shaped, steel column adopts full welding fixed mode with connecting beam, and connecting beam adopts bolt -welding mixed connection with intermediate beam, has reduced the complex working procedure of field welding and bolt mounting, the height of trapezoidal first web is increased through increasing the height of connecting beam and steel column connection, and the force couple moment of steel column is efficiently transferred, the bearing capacity and rigidity of steel column and connecting beam connection are strengthened, effectively reduce stress concentration, avoid the damage of steel column and connecting beam connection weld, promote the whole anti -seismic performance of structure.
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