宽厚板工程厂房柱肩梁节点设计  

Design of Column Shoulder Beam Nodes in Wide Plate Engineering Building

作　　者：旷咏红 李海洋 

机构地区：[1]鞍钢集团工程技术有限公司,鞍山114021

出　　处：《冶金设备管理与维修》2014年第4期67-70,共4页Metallurgical Equipment Management and Maintenance

摘　　要：介绍了宽厚板工程主轧跨42m柱距、450t位吊车厂房柱肩梁节点计算模型，节点截面设计形式，节点构造及其焊缝形式等，为大柱距、大吨位吊车厂房柱肩梁节点设计提供了参考。Introduce the calculation model of the column shoulder nodes of 450t crane building with 42m column spacing in the main rolling yard of wide plate engineering, design form of node section, node structure, and welding seam type, etc. It provides a reference for the node design of the column shoulder beam in the building with big column spacing and heavy crane.

关 键 词：大柱距 大吨位吊车 柱肩梁 节点设计 

分 类 号：TU472.5[建筑科学—结构工程]