浙江省黄龙体育中心主体育场斜拉索锚固节点模型试验研究  

Study on Model Test of Anchoring Joint of Stay Cable for the Main Stadium of Dragon Sports Center in Zhejiang Province

作　　者：赵鹏飞[1] 郝成新[1] 钱基宏[1] 宋涛[1] 赵基达[1] 张维嶽[1] 翟彬[1] 

机构地区：[1]中国建筑科学研究院,北京100013

出　　处：《建筑结构学报》2001年第3期70-74,共5页Journal of Building Structures

摘　　要：本文概要介绍了浙江省黄龙体育中心主体育场斜拉索锚固节点模型试验的全过程，包括模型的设计、制作、加载、量测等方面。本次试验工作分为两部分：设计强度试验和极限承载能力试验。通过对试验过程和试验结果的分析，研究了这种斜拉索锚固节点的受力特性和可行性，为类似节点的设计提供了参考和依据。This paper introduces the experimental process on the model test of anchoring joints of stay cables used in the main stadium of Dragon Sports Center in Zhejinang Province,including the design and manufacture of the model,loading method ,measurements,etc.This experiment consisted of two phases:design strength test and ultimate bearing capacity test.By analysis of the experimental process and results,the working characteristics and feasibility of the anchoring joint of stay cable are studied.Besides,the design basis for similar joints is also supplied in the paper.

关 键 词：斜拉索 锚固节点 模型试验 体育中心 

分 类 号：TU393.3[建筑科学—结构工程] TU317.1