三跨空冷支架结构挡风墙阵风系数风洞试验研究

赵更歧; 白国良; 李晓文

doi:10.13204/j.gyjz200903013

三跨空冷支架结构挡风墙阵风系数风洞试验研究

doi: 10.13204/j.gyjz200903013

1.
1. 西安建筑科技大学,西安 710043;
2.
2. 郑州大学土木工程学院,郑州 450002

基金项目:

国家自然科学基金资助项目(50778150);陕西省13115科技创新工程重大科技专项(2007ZDKG-39)

详细信息

作者简介:
赵更歧,男,1970年7月出生,博士研究生

计量
- 文章访问数: 97
- HTML全文浏览量: 7
- PDF下载量: 65
- 被引次数: 0
出版历程
- 收稿日期: 2008-03-11
- 刊出日期: 2009-03-20

WIND TUNNEL TEST FOR GUST FACTOR OF WIND-BREAK WALL OF THREE-SPAN AIR-COOLED CONDENSER STRUCTURE SYSTEM

1.
1. Xi'an University of Architecture &Technology,Xi'an 710055,China;
2.
2. School of Civil Engineering of Zhengzhou University,Zhengzhou 450002,China

摘要

摘要: 空冷支架结构体型独特,空冷平台以上有较高的挡风墙,性质属于围护结构,但又与结构一起随风振动,与规范上所说的围护结构不同,因此不能直接采用规范给出的阵风系数,抗风计算时仅参考国外一些参数,是否准确无法验证。通过1/150三跨刚性模型风洞试验,考虑风向角、周围建筑物、风机是否转动等因素,得到三跨空冷支架结构挡风墙在不同工况下的阵风系数,并对其分布规律进行分析,提出设计建议。得到的各种参数不仅为空冷支架结构体系的抗风设计提供了依据,而且为我国行业规程关于空冷凝汽器支架结构体系风参数相关条文的进一步修订和完善提供了基础研究资料。
- 空冷支架结构 /
- 挡风墙 /
- 阵风系数 /
- 风洞试验
Abstract: Air-cooled condenser structure system has a wind-bread wall above platform. Whose behavior belongs to an enclosure the of structure, and can vibrate with the wind together with structure. It is different from the enclosures specified by codes, therefore, the gust factor in the code can not be used directly. Through 1/150 three-span model wind tunnel test, taking account of wind angle, the surrounding buildings, whether the fan rotats, it is obtained the gust factor of wind-break wall of three-span air-cooled condenser structure system under different conditions. These parameters not only provide a basis for wind-resistant design, but also provide the basic research data for formulating the professional regulations of our country.
- air-cooled condense structure system /
- wind-bread wall /
- gust factor /
- wind tunnel test

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参考文献(5)

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[3] .黄本才. 结构抗风分析原理及应用[M]. 上海: 上海同济大学出版社, 2001: 26-58.

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[5] .The Boundary Layer Wind Tunnel Laboratory, Wind tunnel testing at the Boundary Layer Wind Tunnel Laboratory, the University of Western Ontario: A general outline, The Boundary Layer Wind Tunnel Laboratory, Faculty of Engineering Science, The University of Western Ontario, London, Ontario, Canada, Nov. 1994, 116: 533-541.

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