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article------>{"id":1068,"cid":20,"subCid":null,"title":"日蘭巨菏項目召開標線首件總結會","shortTitle":null,"tagId":null,"attr":null,"articleView":null,"source":"王偉","author":"admin","description":"近日，日蘭巨菏改擴建項目工程二標段做了標線試驗段施工，總監辦實驗室，對現場試驗段進行檢測，并于11月25日晚召開了總結會。第一次交通轉序采用路側1（行車道）+1（硬路肩）和中分帶側2個行車道，中間設置","img":"","content":"<p style=\"text-align: justify; text-indent: 37px; margin-bottom: 0px; margin-left: 0px;\"><span style=\"font-size: 16px;\"><span style=\"line-height: 33px;\"><span style=\"font-family:;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\"><span style=\"font-family: 仿宋_GB2312;\">近日，日蘭巨菏改擴建項目工程二標段做了標線試驗段施工，總監辦實驗室，對現場試驗段進行檢測，并于</span>11月25日晚召開了總結會。</span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px; margin-bottom: 0px; margin-left: 0px;\"><span style=\"font-size: 16px;\"><span style=\"line-height: 33px;\"><span style=\"font-family:;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\"><span style=\"font-family: 仿宋_GB2312;\">第一次交通轉序采用路側</span>1（行車道）+1（硬路肩）和中分帶側2個行車道，中間設置緩沖帶，所有車道分界線按照臨時標線施劃，臨時標線采用常溫溶劑型反光涂料，車道邊緣線寬20cm。按照規范要求結合不同的施工階段設置保通所需臨時標線，所有車道分界線按照臨時標線施劃，臨時標線以縱向標線為主，主要為行車道分界線和車行道邊緣線，車行道分界線采用白色虛線，線寬0.15米，實線段長6米，虛線段長9米；行車道邊緣線采用白色單實線，線寬為0.2米?？紤]臨時標線使用周期較短，標線材料選用常溫溶劑型反光涂料。標線厚度0.5mm+0.2mm，常溫溶劑型標線無需加熱，將常溫溶劑（丙烯酸）裝入配料桶中，涂料經靜態混合器后，由噴嘴噴出。常溫溶劑型標線采用內混雙組份噴涂機。考慮臨時標線使用周期較短，標線材料選用常溫溶劑型反光涂料。標線厚度0.5mm+0.2mm，常溫溶劑型標線無需加熱，將常溫溶劑（丙烯酸）裝入配料桶中，涂料經靜態混合器后，由噴嘴噴出。常溫溶劑型標線采用內混雙組份噴涂機。</span></span></span></span></span></p><p style=\"text-align: justify;\"><span style=\"font-size: 14px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\"><span style=\"font-family: 仿宋_GB2312;\"> 經現場對二標試驗段的檢測，標線逆反射系數平均值</span>263，滿足設計大于150要求，摩擦系數平均值53BPN，滿足設計45要求，厚度平均值1.19mm，大于設計0.7（+0.1，0）mm要求，經現場反饋的試驗數據，均符合設計及規范要求。這次會議的召開，標志著日蘭巨菏改擴建項目又向前跨越了一步。</span></span></span></span></p><p></p>","orderBy":null,"status":0,"pv":1446,"link":null,"createdAt":"2020-11-26 13:00:01","updatedAt":"2025-01-23 03:28:39","field":{},"tags":[]}
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