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高速公路宽幅路面排水系统改善措施

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为了提升道路通行能力,高速公路改扩建工程已在我国许多省(自治区)组织开展实施,目前将双向四车道改为双向八车道或将双向六车道改为双向十车道的居多.高速公路改扩建后,路幅宽度大幅加宽,雨水排出路面的路径显著增长,极易在超高缓和段、凹形竖曲线底部、立交分合流超宽路段出现路面排水不畅的现象,严重影响行车安全.通过调研广东省多条高速公路改扩建工程的路面排水情况,针对排水不畅的特殊路段,需采取以下改善措施:重做或接长超高缓和段纵向排水沟,并将与其衔接的横向排水管管径加大、间距加密;对排水不畅的填方路基段采用"平缘石+路肩纵向排水沟"进行边部排水改造;加铺排水沥青路面,平缘石顶面应与排水沥青面层层底标高保持一致,超高缓和段中分带处采用镂空盖板梳齿状矩形纵向排水沟,便于排水沥青路面路表水和下渗水的快速排出;可在凹形竖曲线底部两侧辅助增设横向缝隙式排水沟,在立交分合流三角区加设纵向缝隙式排水沟,同时加强混凝土护栏路段的排水设计;对于扩宽桥面,可在汇水侧桥面铺装边缘设置纵向矩形排水明沟,并适当加大、加密竖向泄水管的管径和间距,提高桥面的排水效率.
Investigation and Research on Improvement Measures of Drainage System of Wide Expressway
With the aim to improve the road capacity,reconstruction and extension of expressways have been implemented in numerous provinces in China.At present,most of the expressways have been changed from two-way four-lane to eight-lane or from six-lane to ten-lane.As a result of the project,the breadth of road will be apparently increased and the path of rainwater out of the road will be significantly extended,which will easily cause poor drainage on the surface of the superelevation gentle slope section,concave vertical curve bottom and interchange confluence ultra-wide section,which will seriously affect driving safety.By investigating the drainage situation of a number of reconstructed and extended expressways in Guangdong Province,the following improvements should be adopted for those sections with poor drainage.Firstly,rework or lengthen the longitudinal drainage ditches of the ultra-high section.Increase the diameter and tighten the spacing of the horizontal drainage pipes connected to it.Secondly,use both flush curb and longitudinal drainage ditches to perform the reconstruction of side drainage for the filled embankment sections with poor drainage.Thirdly,add drainage asphalt pavement and the top surface of the flush curb should be consistent with the bottom level of the drainage asphalt surface.Use hollow cover comb-shaped rectangular longitudinal drainage ditch at the separator of the ultra-high section,which is convenient for the rapid discharge of surface water and infiltration water on the pavement.Fourthly,add transverse gap drainage ditches on both sides of the bottom of the concave vertical curve.Add longitudinal gap drainage ditches in the intersection flow triangle area.At the same time,it has been necessary to strengthen the drainage design of concrete guardrail sections.Fifthly,for the widening of the bridge deck,set up longitudinal rectangular open ditches at the edge of the deck on the catchment side.And increase the diameter and tighten the spacing of the vertical drainage pipes appropriately to improve the drainage efficiency of the bridge deck.

heavy rainfall areaswide expresswaydrainage systemimprovement measures

骆保国、豆莹莹、李林涛、周彦、许新权、梁文习

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广东省高速公路发展股份有限公司,广东 广州 510623

广东华路交通科技有限公司,广东 广州 510420

广东交科技术研发有限公司,广东 广州 510550

强降雨地区 宽幅路面 排水系统 改善措施

广东省交通集团科技项目

JT2022YB30

2024

广东公路交通
广东省交通科技有限公司

广东公路交通

影响因子:0.311
ISSN:1671-7619
年,卷(期):2024.50(2)
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