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高速公路立交安全影响区范围确定è
引用本文:钟连德,徐秋实,孙小端,贺玉龙,陈永胜. 高速公路立交安全影响区范围确定è[J]. 北京工业大学学报, 2009, 35(6): 780-784
作者姓名:钟连德  徐秋实  孙小端  贺玉龙  陈永胜
作者单位:北京工业大学交通工程北京市重点实验室,北京,100124;交通部公路科学研究院公路交通安全技术交通行业重点实验室,北京,100088;北京工业大学交通工程北京市重点实验室,北京,100124
基金项目:交通部科技项目,交通部公路科学研究院科研创新和人才培养项目 
摘    要:为了便于高速公路安全的分析及事故预测模型的建立,明确了高速公路"立交安全影响区"这一概念,分别以500 m和100 m为统计单元,研究立交桥两侧5 km范围内的事故发生水平.结果表明:以500 m为间隔划分单元是合适的,能满足实际的需要,通过比较立交中心桩号两侧1 km、2 km、3 km和4 km范围内、外的事故发生水平,确定了立交安全影响区的范围,并给出了理论上立交区的事故水平分布图.

关 键 词:高速公路  立交安全影响区  事故分布  统计分析

Confirmation of Safety Influencing Range of Freeway Interchange
ZHONG Lian-de,XU Qiu-shi,SUN Xiao-duan,HE Yu-long,CHEN Yong-sheng. Confirmation of Safety Influencing Range of Freeway Interchange[J]. Journal of Beijing Polytechnic University, 2009, 35(6): 780-784
Authors:ZHONG Lian-de  XU Qiu-shi  SUN Xiao-duan  HE Yu-long  CHEN Yong-sheng
Affiliation:1;2;1.Key Lab of Traffic Engineering;Beijing University of Technology;Beijing 100124;China;2.Research Institute of Highway;Ministry of Communications;Beijing 100088;China
Abstract:The concept"Safety Influencing Range of Freeway Interchange"was defined in this paper.The highway accident distribution was studied by taking 500 m and 100 m as the statistical unit separately in 5 km range on both sides of the interchange,and the result indicates that it is suitable to take 500 m as statistical unit,and based on analyzing and comparing the accident frequency in and outside of 1 km,2 km,3 km,4 km range respectively,the safety influencing range of freeway interchange was confirmed.The theore...
Keywords:freeway  interchange  distribution of traffic accident  statistical analysis  
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