A STUDY ON DESIGN METHOD OF BURIED STEEL COLUMN BASES

Jin Bo

doi:10.13204/j.gyjz200807025

Volume 38 Issue 7

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

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

Yang Yinghua, Wei Jun, Feng Zhen, Chen Chuanzheng. STUDY OF WIND-INDUCED VIBRATION RESPONSES AND WIND-INDUCED VIBRATION FACTOR FOR LONG-SPAN GABLE ROOFS SUPPORTED BY STEEL TRUSSES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 124-129. doi: 10.13204/j.gyjz201101028

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

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

PDF( 0 KB)

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

FullText(HTML)

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

Relative Articles

[1]	LIU Lei, HE Zhen, WANG Peng, CAI Xinhua, MENG Fanbing, LUO Tao. Experimental Research on Mechanical Properties of UHPC-RC Composite Columns Under Eccentric Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 153-160. doi: 10.13204/j.gyjzG22051009
[2]	WANG Peng, YU Bin, SHI Qingxuan, WANG Feng. Experimental Research on Seismic Performance of New-Type Steel Reinforced Concrete Composite Columns[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 113-120,127. doi: 10.13204/j.gyjzG21072801
[3]	MA Hailong, MA Yufei, YING Zhijie. Experimental Research on Conversion for Q-s Curves of Self-Anchored Test Piles and Construction of Conversion Formulas[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 142-148. doi: 10.13204/j.gyjzG21082401
[4]	MA Hailong, BAO Yanran, MA Yufei, YAO Wenhong. LOAD-TRANSFER LAWS OF A SINGLE PILE AND DETERMINATION OF REASONABLE POSITIONS FOR GROUTING ON PILE SIDES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 173-176,196. doi: 10.13204/j.gyjzG20091705
[5]	ZHOU Peng, MA Hailong. NUMERICAL ANALYSIS ON LOAD TRANSFER OF TENSILE PILES AND BOTTOM-UPLIFTED PILES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 147-152. doi: 10.13204/j.gyjzG20040901
[6]	BAI Zhengxian, GAO Jiawei, LIU Xuechun, ZHANG Dongjie, DENG Yuping, QIANG Shen, BAI Yaritu. RESEARCH ON THE CONNECTION PERFORMANCE OF GLASSFIBER REINFORCED PLASTICS CONNECTOR OF SANDWICH WALL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 169-176,183. doi: 10.13204/j.gyjz202002026
[7]	He Mingsheng, Wang Yong, Xia Duotian, Fu Xiaojian, Shi Leiwei. EXPERIMENTAL STUDY ON SHEARING STRENGTH OF THE NEW COMPOSITE BLOCK MASONRY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 94-98. doi: 10.13204/j.gyjz201305020
[8]	Jia Lian-guang, Li Qing-wen, Zhang Yue-guo. ANALYSIS OF SHEAR BEHAVIOR OF STEEL-CONCRETE CELLULAR COMPOSITE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 150-156,124. doi: 10.13204/j.gyjz201209032
[9]	Yi Hongwei, Huang Liang, Li Long, Yi Chujun, Wang Hui. RESEARCH ON THE MECHANICAL BEHAVIORS OF MULTI-ROW HOLE ALIGNMENT-TYPE INSULATION BLOCK MASONRY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 89-91. doi: 10.13204/j.gyjz201111019
[10]	Chen Bailing, Wang Lianguang, Qin Guopeng. EXPERIMENTAL RESEARCH ON STEEL-REINFORCED CONCRETE FILLED GFRP TUBE COLUMNS SUBJECTED TO AXIAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 1-5. doi: 10.13204/j.gyjz201110001
[11]	Wang Xiaolu, Zha Xiaoxiong, Cang Youqing, Yu Min. EXPERIMENTAL AND THEORETICAL RESEARCH ON GFRP-CFST COMPOSITE COLUMN UNDER AXIAL COMPRESSIVE LOAD[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 25-29. doi: 10.13204/j.gyjz201106005
[12]	Qin Guopeng, Wang Lianguang, Zhou Le. STUDY ON BEARING CAPACITY OF AXIALLY-LOADED GFRP TUBE COMPOSITE COLUMNS FILLED WITH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 72-75. doi: 10.13204/j.gyjz200910018
[13]	Shen Baohan. THE CHARACTERISTICS OF LOAD TRANSFER OF DX PILES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 5-12. doi: 10.13204/j.gyjz200805002
[14]	Tong Genshu, Guo Lixiang. A STUDY ON DESIGN METHOD OF ENCASED STEEL COLUMN BASES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 102-107. doi: 10.13204/j.gyjz20081025
[15]	Zhang Shimin, Yu Feng. LOAD TRANSFER AND BEARING CAPACITY OF PILES JACKED INTO SANDY DEPOSITS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 61-64. doi: 10.13204/j.gyjz200705016
[16]	Hu Hua, Gu Hengxing, Yu Dengrong. EXPERIMENTS AND ANALYSIS OF INFLUENCE ON VIBRATORY LOAD TO SHEAR STRENGTH OF RED CLAY IN XIAMEN[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 77-79,88. doi: 10.13204/j.gyjz200709017
[17]	Zhao Dazhou, Wang Qingxiang, Guan Ping. RESEARCH ON LOAD-BEARING CAPACITY OF STEEL TUBULAR COLUMNS FILLED WITH STEEL-REINFORCED HIGH-STRENGTHCONCRETE SUBJECTED TO COMPRESSION AND BENDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 84-85,93. doi: 10.13204/j.gyjz200509023
[18]	Pei Jie, Shui Weihou, Cao Hui. NEW MODEL OF LONG PILE LOAD TRANSFER FOR SOFT FOUNDATION IN SHANGHAI[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 50-54,49. doi: 10.13204/j.gyjz200507015
[19]	Peng Fuming, Yue Qingrui, Hao Jiping, Yang Yongxin. LOAD TRANSFER ANALYSIS OF STEEL STRUCTURES REPAIRED WITH FRP[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 26-30,109. doi: 10.13204/j.gyjz200508006
[20]	Chen Lun, Wang Haiyan, Shen Baohan, He Dexin, Sun Junping. FULL-SCALE TEST STUDY ON BEARING MECHANISM AND LOAD TRANSMISSION MODE OF DX PILES CAST-IN-SITU[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 5-8. doi: 10.13204/j.gyjz200403002