新型的钢管混凝土柱环梁节点施工方法  

New construction method of ring-girder joint of CFST column

作　　者：孙克[1] 李正阳 Sun Ke;Li Zhengyang(Hebei University of Engineering Civil Engineering,Handan 056038,China)

机构地区：[1]河北工程大学土木工程学院,河北邯郸056038

出　　处：《山西建筑》2018年第8期84-87,共4页Shanxi Architecture

摘　　要：介绍了一种新型的钢管混凝土柱环梁节点的施工方法,并已经在河北省某项目上得到应用。通过这种新型的钢管混凝土柱环梁节点的施工方法,解决了钢管混凝土柱环梁节点现场施工中的难点,有效地缩短了工期,节约了成本,创造了很大的经济效益及社会效益,并且这种新型的施工方法具有极高的适用性和推广性。This paper introduces a new type of CFST column ring beam node construction method.This new construction method has been applied to a project in Hebei Province.Through the new construction method of the ring-girder node of the CFST column,the difficulties in the field construction of the ring-girder node of the CFST column are solved,effectively shorten the construction period,saving costs,creating a high economic efficiency,having a great social benefits.And this new construction method has a very high applicability and promotion.

关 键 词：钢管混凝土柱环梁节点 新型施工方法 锚固板 

分 类 号：TU765[建筑科学—建筑技术科学]