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高速公路互通立交加减速车道长度设计
引用本文:张慧杰,程 炜.高速公路互通立交加减速车道长度设计[J].交通标准化,2012(12):130-132.
作者姓名:张慧杰  程 炜
作者单位:中国公路工程咨询集团有限公司,北京,100097
摘    要:高速公路互通立交加减速车道是高速公路事故多发地点,其长度是影响安全性的因素之一.在总结国内外加减速车道长度计算方法的基础上,提出不同主线设计速度对应不同匝道设计速度下的合理加减速车道长度,可为高速公路互通立交加减速车道安全设计、管理提供技术支持.

关 键 词:高速公路互通立交  加减速车道  驾驶需求  加速度

Length Design of Acceleration and Deceleration Lane at Expressway Interchange
ZHANG Hui-jie,CHENG Wei and CHENG Wei.Length Design of Acceleration and Deceleration Lane at Expressway Interchange[J].Communications Standardization,2012(12):130-132.
Authors:ZHANG Hui-jie  CHENG Wei and CHENG Wei
Institution:(China Highway Engineering Consulting Group Co., Ltd., Beijing 100097, China)
Abstract:Acceleration and deceleration lane at expressway interchange is the location where expressway ac- cident frequently happens; it is one of the factors which affect safety. This paper summarizes the calculation method of length of acceleration and deceleration lane at home and abroad. Meanwhile, according to different de- sign speed of cardinal line matching along with different design speed of ramp, the paper proposes rational length of acceleration and deceleration lane. The research achievement could provide technical support for safety design and management of acceleration and deceleration lane in expressway interchange.
Keywords:expressway interchange  acceleration and deceleration lane  driving demand  acceleration
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