A STUDY ON DESIGN METHOD OF BURIED STEEL COLUMN BASES

Jin Bo

doi:10.13204/j.gyjz200807025

Volume 38 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(7): 98-102

Jin Bo, . A STUDY ON DESIGN METHOD OF BURIED STEEL COLUMN BASES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 98-102. doi: 10.13204/j.gyjz200807025

Citation:

Jin Bo, . A STUDY ON DESIGN METHOD OF BURIED STEEL COLUMN BASES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 98-102. doi: 10.13204/j.gyjz200807025

Jin Bo, . A STUDY ON DESIGN METHOD OF BURIED STEEL COLUMN BASES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 98-102. doi: 10.13204/j.gyjz200807025

Citation:

Jin Bo, . A STUDY ON DESIGN METHOD OF BURIED STEEL COLUMN BASES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 98-102. doi: 10.13204/j.gyjz200807025

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A STUDY ON DESIGN METHOD OF BURIED STEEL COLUMN BASES

doi: 10.13204/j.gyjz200807025

Jin Bo¹,

1.
1. Hangzhou Radio and TV University Hangzhou 310012;
2.
2. School of Architecture &Engineering,Zhejiang University Hangzhou 310027

Received Date: 2007-12-20
Publish Date: 2008-07-20

Abstract

Abstract

A theoretical study is carried out on the current design approach of embedded steel column bases.The load transfer within embedded bases is analyzed.Because of the studs,part of the axial load is transferred from steel to foundation concrete.An analytical solution is presented for the axial load in the concrete.Through calculated examples it is found that the axial force in the concrete is 25%～35% of the total axial force of the column.Based on this finding,the design methods of shear stud and the column base plate are proposed.Based on the shear and bending moment transfer of the embedded steel column bases,the strength check is proposed,and for side columns and corner columns,horizontal U-rebars are proposed to prevent horizontal punch shear failure of concrete,method for determining the area of the U-rebars is presented.Embedded steel column bases have inadequate vertical punch shear strength below.It is presented a method for avoiding this punch shear failure by adding horizontal short steel beams at the base.
- embedded steel column base,
- load transfer shear,
- strength,
- composite column

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References(4)

References

[2] 日本建筑学会.钢构造限界状态设计指针同解说.2002

JGJ 99-98 高层民用建筑钢结构设计规程

[3] 陈富生,邱国华,范重.高层建筑钢结构设计.北京:中国建筑工业出版社,2000

[4] 李国强.多高层建筑钢结构设计.北京:中国建筑工业出版社,2004

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沈阳化工大学材料科学与工程学院沈阳 110142

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