CAJ | 학술논문

通过湖南醴茶高速公路路面工程实践，提出了在桥隧比高、路面基层施工段落短且不连续，以及由于作业面交付不及时造成短段落的两种情况下，水泥稳定粒料结构层两层连铺施工技术。给出了两层连铺施工技术中，水泥选择、水稳混合料最长延迟时间、施工设备配置和组合、下层作业段最长长度、关键施工控制点等关键技术的计算方法和控制措施。
통과호남례다고속공로로면공정실천，제출료재교수비고、로면기층시공단락단차불련속，이급유우작업면교부불급시조성단단락적량충정황하，수니은정립료결구층량층련포시공기술。급출료량층련포시공기술중，수니선택、수은혼합료최장연지시간、시공설비배치화조합、하층작업단최장장도、관건시공공제점등관건기술적계산방법화공제조시。
Based on the road construction engineering practice, this paper proposed continuous laying of cement stabilized material structure in the condition of high ratio of bridge and tunnel, short construction section and discontinuous of pavement base and work surface not in time. Meanwhile, this paper introduced the cement selection, the longest extra time of water stabilized mixture, construction equipment, the longest section of construction lower layer, key construction control points and so on.