- CSCD核心中文核心科技核心
- RCCSE(A+)公路运输高质量期刊T1
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收稿日期: 2008-12-05
修回日期: 2008-12-29
网络出版日期: 2009-11-17
Design of Lightweakening and Antiglare Structure at Tunnel Portal
Received date: 2008-12-05
Revised date: 2008-12-29
Online published: 2009-11-17
以甘肃省某高速公路隧道洞口为例,通过对几种不同洞门减光防眩构造物(遮光棚、遮阳棚、遮光板)的比较研究,指出遮光棚不仅可解决减光过渡的问题,还可达到防眩的效果;通过对2种不利工况的分析,得出20°入射角是导致驾驶员失能眩光的角度。提出了遮光棚设计应注意的事项,如拱肋间距、铝合金管环向间距、亮度等。
艾杰, 杨宝林, 李玉平 . 隧道出口减光防眩设计[J]. 隧道建设, 2009 , 29(1) : 57 -60 . DOI: B
Taking the lightweakening and antiglare design of an expressway tunnel portal in Gansu, China as an example, the authors make the comparative analysis on the operational performance of different kinds of lightweakening structures at tunnel portal. The analysis results show that lightweakening shed can not only solve the problem in the transition section of lightweakening, but also has antiglare effects. Then, the authors, by analyzing on two adverse working condition, put forward that 20°angle of incidence is the angle that induces the glare of drivers, and the points to which attention should be paid for lightweakening shed design, such as arch ribs interval, circumferential spacing of aluminium alloy pipes and luminance.
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