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主方支圆钢管结构加强型K节点承载力研究
引用本文:杜俊松 张 琴. 主方支圆钢管结构加强型K节点承载力研究[J]. 山西建筑, 2014, 0(23): 55-56
作者姓名:杜俊松 张 琴
作者单位:宁夏大学土木与水利工程学院,宁夏银川750021
摘    要:为了确保钢管结构的安全可靠,有必要对钢管相贯节点进行加强,主要对主管上加套管的方法进行了分析,当节点加强套管的厚度尺寸是定值时,建议主管长度是加强套管长度的2倍,当加强套管的长度为定值时,建议主管厚度是加强套管的厚度的1.43倍。

关 键 词:钢管结构  承载力研究  加强型K节点

Research on loading capacity of enhanced K node of steel pipe structure at main supported circular plate
DU Jun-song,ZHANG Qin. Research on loading capacity of enhanced K node of steel pipe structure at main supported circular plate[J]. Shanxi Architecture, 2014, 0(23): 55-56
Authors:DU Jun-song  ZHANG Qin
Affiliation:(Institute of Civil and Hydraulic Engineering, Ningxia University, Yinchuan 750021, China)
Abstract:The paper indicates the tubular joints of the steel pipe should be reinforced to ensure the safety and reliability of the steel pipe struc-ture,analyzes the inner pipe of the main pipe,and indicates the thickness of the joint reinforced pipe is the constant value,and suggests the length of the main pipe should be 2 times of the one of the reinforced inner pipe,and the length of the reinforced inner pipe is the constant value and the thickness of the main pipe is 1. 43 times of the one of the reinforced inner pipe.
Keywords:steel pipe structure  research on loading capacity  enhanced K node
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