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article------>{"id":3744,"cid":21,"subCid":null,"title":"臺背回填首件施工","shortTitle":null,"tagId":null,"attr":null,"articleView":null,"source":"楊耀康","author":"admin","description":"2022年10月21日，總監辦領導與一駐地辦人員、項目部人員一同參與并對臺背回填首件施工提出了寶貴的的意見。臺背回填首件工程計劃施工時間為2022年10月21日～2022年10月28日，工期8天。臺背","img":"","content":"<p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 28pt; text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\">2022年10月21日，總監辦領導與一駐地辦人員、項目部人員一同參與并對臺背回填首件施工提出了寶貴的的意見。</span></span></span></span></span></span></span></span></p><p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 28pt; text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">臺背回填首件工程計劃施工時間為</span><span style=\"font-family:仿宋\">2022年10月21日～2022年10月28日，工期8天。臺背回填首件工程選于K85+356.6人行通道，回填碎石土方量467.32m3，橋臺及基礎為U型臺及樁基，上部為預制鋼筋砼實心板。本路段地勢平坦開闊，基本無地下管線及農房建筑，機械進場便利，受外界干擾小，能在短期內完成試驗，對后續施工有較好的指導作用。</span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 28pt; text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">施工準備方面包括：</span><span style=\"font-family:仿宋\">1.技術準備2.現場準備3.安全施工準備4.施工材料準備5.施工機械準備（小松270挖掘機一臺，22t壓路機一臺、</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">HCR-90N</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; color: rgb(0, 0, 0);\"><span style=\"font-family:仿宋\">手扶式震動夯</span></span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; color: rgb(0, 0, 0);\"><span style=\"font-family:仿宋\">一輛、</span></span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; color: rgb(0, 0, 0);\"><span style=\"font-family:仿宋\">20m3</span></span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; color: rgb(0, 0, 0);\"><span style=\"font-family:仿宋\">灑水車一輛、</span><span style=\"font-family:仿宋\">15m3自卸車一輛、</span></span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; color: rgb(0, 0, 0);\"><span style=\"font-family:仿宋\">YP50 高速液壓夯</span></span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; color: rgb(0, 0, 0);\"><span style=\"font-family:仿宋\">一輛</span></span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">）。</span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 28pt; text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">主要工序施工方法包括：</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">清理現場</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">、</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">測量放樣</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">、</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">臺背回填范圍</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">、</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">基底處理</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">、</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">臺階開挖</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">（</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">舊路基部分及新擴建路基部分均開挖臺階，橫向臺階寬</span><span style=\"font-family:仿宋\">2.66m，高1.33m，其余臺階寬不小于1.6m，高度0.8m；縱向臺階寬2m，高1.34m，其余臺階寬不小于1.2m，高度0.8m。臺階向內傾斜4%，臺階立面向路基填料側傾斜15°，自下而上開挖一級及時填筑一級。臺階開挖、壓實與臺背填筑同步進行，以確保臺階穩定。所有臺階采用人工配合機械開挖，開挖到壓實度滿足要求為止，所有臺階必須進行壓實度檢測。超挖部分采用與臺背回填相同的材料和工藝同步進行回填。</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">）、</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">臺背回填</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">（</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">回填材料：</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">橋臺臺后填料采用碎石土分層填筑，分層厚度不大于</span><span style=\"font-family:仿宋\">15cm，分層壓實度≥96%。碎石土施工方法</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">：</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">填筑前應在臺身背面左、右分別用紅白油漆畫出通長的分層厚度壓實線，并在每條線上標注相應層數，松鋪厚度不大于</span><span style=\"font-family:仿宋\">20cm，分層壓實厚度不大于150mm，死角處人工整平，填料層面達到平整均勻，填料層面坡度與橋臺流水橫坡一致。每一層均需報檢并拍攝留存影像資料，報檢合格后方可進行下一層填筑。</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">）</span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"> 首件施工完成后，由駐地監理工程師組織召開由總監辦、駐地辦和施工單位有關人員參加的現場檢查驗收會議，對首件工程進行認真驗收，合格后，由總監、駐地監理工程師簽署首件認可文件。首件工程經認可后，方可做為標準組織該分項工程的大面積實施。</span></span></span></span></p><p><br/></p>","orderBy":null,"status":0,"pv":1003,"link":null,"createdAt":"2022-10-28 09:19:58","updatedAt":"2025-01-18 13:17:33","field":{},"tags":[]}
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