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国道206大汶河收费站连续配筋混凝土路面设计
引用本文:杜惠荣,孙宇静. 国道206大汶河收费站连续配筋混凝土路面设计[J]. 山西建筑, 2009, 35(5)
作者姓名:杜惠荣  孙宇静
作者单位:潍坊市公路勘察设计院,山东,潍坊,261031
摘    要:指出在对收费站路面进行设计时,普通的钢筋混凝土路面和连续配筋混凝土路面在采用上各有优缺点,针对国道206大汶河收费站的实际工程情况,对广场平面线形布置进行了优化,对连续配筋混凝土路面的设计作了具体分析,积累了收费站路面设计经验.

关 键 词:国道206  收费站路面  路面比较  连续配筋混凝土路面

On the pavement design of the continuously reinforced concrete in Dawenhe toll stations along 206 national highway
DU Hui-rong,SUN Yu-jing. On the pavement design of the continuously reinforced concrete in Dawenhe toll stations along 206 national highway[J]. Shanxi Architecture, 2009, 35(5)
Authors:DU Hui-rong  SUN Yu-jing
Abstract:The paper points out the common reinforced concrete pavement and the continuously reinforced concrete pavement have their own advantages and disadvantages in the design of the pavement of toll stations,optimizes the planar linear planning of the square by aiming at the factual situation of Dawenhe toll stations along 206 national highway,analyzes the design of the continuous reinforced concrete pavement,and accumulates experiences for the pavement design of toll stations.
Keywords:206 national highway  toll station's pavement  comparison of pavements  continuous reinforced concrete pavement  
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