| 注册
首页|期刊导航|防灾减灾工程学报|福建圆形土楼悬挑屋盖风荷载特性及气动抗风措施研究

福建圆形土楼悬挑屋盖风荷载特性及气动抗风措施研究

李玉学 郑千慧 李海云

防灾减灾工程学报2024,Vol.44Issue(2):333-342,10.
防灾减灾工程学报2024,Vol.44Issue(2):333-342,10.DOI:10.13409/j.cnki.jdpme.20221102002

福建圆形土楼悬挑屋盖风荷载特性及气动抗风措施研究

Study on Wind Load Characteristics and Aerodynamic Measures for Wind Resistance of Cantilevered Roofs of Fujian Circular Tulou

李玉学 1郑千慧 2李海云1

作者信息

  • 1. 石家庄铁道大学土木工程学院,河北 石家庄 050043||河北省风工程与风能利用工程技术创新中心,河北 石家庄 050043||石家庄铁道大学道路与铁道工程安全保障省部共建教育部重点实验室,河北 石家庄,050043
  • 2. 石家庄铁道大学土木工程学院,河北 石家庄 050043
  • 折叠

摘要

Abstract

The cantilevered roofs of Fujian circular Tulou are structures that are sensitive to winds,lo-cated in China's typhoon-prone areas.In order to improve the structures'resistance to wind disasters and ensure its wind-resistant safety,CFD numerical simulation was conducted to study the wind load distribution characteristics on the roofs.Aerodynamic measures to enhance wind resistance were pro-posed.The results showed that wind pressure on the windward side of the roofs was relatively large,and the absolute wind pressure coefficients at the ends of both the inner and outer cantilevered roofs,which were sensitive to wind loads,were the largest,reaching 1.5 and 0.75,respectively.The addi-tion of vertical or corrugated wind deflectors at the ends of the outer cantilevered roofs could mitigate the wind pressure on these sensitive parts to a certain extent.Generally,corrugated wind deflectors had a better effect on unloading wind pressure than their vertical counterpart.For corrugated wind de-flectors,when their relative height h/Hj=0.05(h being the height of the wind deflector and Hj being the distance from the ground to the roof ridge),inclination angle θ=45°,and corrugated arc radius R=5.5 m,the wind pressure unloading effect on the roof surface was the best.The wind pressure co-efficients at the ends of both the inner and outer cantilevered roofs were reduced by 40.1%and 54%,respectively.The corrugated design of the wind deflectors effectively blocked incoming wind flow to the cantilevered roofs,causing vortices formed by air flow impact to shift from the roof ends to the de-flector surface.Furthermore,the corrugations reduced the intensity of air flow vortices on the surfaces of both inner and outer cantilevered roofs,thereby efficiently unloading the wind load.

关键词

福建圆形土楼/悬挑屋盖/风荷载特性/抗风措施/卸载机理

Key words

Fujian circular Tulou/cantilevered roof/wind load characteristics/measures for wind resis-tance/unloading mechanism

分类

建筑与水利

引用本文复制引用

李玉学,郑千慧,李海云..福建圆形土楼悬挑屋盖风荷载特性及气动抗风措施研究[J].防灾减灾工程学报,2024,44(2):333-342,10.

基金项目

国家自然科学基金(51278314,51878040)、河北省自然科学基金(E2019210031)、中央引导地方科技发展资金项目(206Z5401G)资助 (51278314,51878040)

防灾减灾工程学报

OA北大核心CSTPCD

1672-2132

访问量0
|
下载量0
段落导航相关论文