摘要
本文主要介绍某体育训练中心的楼层组合网架结构：重荷载作用下，采用角钢杆件时，下弦节点的特殊处理方法；上弦预制混凝土板的形式和节点构造；制作安装的主要技术措施。
Abstract This paper introduces 31.72m×58m composite floor structure made up of space truss and R.C. slab for a gymnasium,consisting of the special form and construction of the lower chord joint under a heavyload during use of the angle steel bar members,the shape and joint construction of the upper chord made ofprecast reinforced concrete slab,and the major technical measures of fabrication and erection.
出处
《空间结构》
CSCD
1995年第3期37-41,共5页
Spatial Structures
