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article------>{"id":1864,"cid":20,"subCid":null,"title":"濟濰高速項目二駐地辦進行邊坡深部水平位移監測","shortTitle":null,"tagId":null,"attr":null,"articleView":null,"source":"王啟新","author":"admin","description":"濟南至濰坊高速公路，是山東省“九縱五橫一環七射多連”高速公路網中“射三”線，西接京滬高速濟南至萊蕪段，東接濰日高速。施工4標段樁號范圍為：K49+470～K66+700，長度為17.230KM，其中挖","img":"/public/uploads/material/2021-06-21/60cfe3f487bef_thumb.jpg","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: 27.85pt; 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: 等線;\"><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\">濟南至濰坊高速公路，是山東省</span><span style=\"font-family:仿宋\">“九縱五橫一環七射多連”高速公路網中“射三”線，西接京滬高速濟南至萊蕪段，東接濰日高速。施工4標段樁號范圍為：K49+470～K66+700，長度</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\">為</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\">17.230KM，</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\">其中</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\">挖方</span><span style=\"font-family:仿宋\">936.1萬方</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\">邊坡最高為六級，采用臺階式邊坡，邊坡平臺設置寬度為</span><span style=\"font-family:仿宋\">2米。</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: 27.85pt; 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: 等線;\"><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\">近日駐地辦監理人員同四標項目部測量班對挖方區五級邊坡及四級邊坡處進行深層位移監測。本段深層位移觀測點共計</span><span style=\"font-family:仿宋\">30處，由于開挖限制及現場客觀情況本次只對四處測量點進行了測量。深層位移監測采用便攜式測斜儀進行監測，測斜管是內壁帶有導槽的垂直空心管，監測時使測斜儀測讀器處于工作狀態，將測頭導輪插入測斜管導槽內，緩慢地下放至管底，然后由管底自下而上沿導槽全長每隔0.5m讀一次數據，記錄測點深度和讀數。測讀完畢后，將測頭旋轉180°插入同一對導槽內，以上述方法再測一次，當讀數有異常時及時補測。通過監測數據編制深層側向變形的曲線圖表，進而反映施工期間邊坡深層位移的變形情況。邊坡施工期間，每15天觀測一次固定樁位移，雨季7天觀測1次，遇強降雨及突發性暴雨應每天1次觀測，邊坡施工完成后至道路通車1年半時間內，每1個月觀測1次，若變形明顯加大，應持續監測。</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;\"><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: 等線;\"> <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\">高路塹邊坡邊坡穩定是一個復雜的、多參數巖土力學問題</span><span style=\"font-family:仿宋\">,尤其對于地質條件復雜、有較大潛在危害的路塹高邊坡,單靠理論分析很難把握其穩定狀態,必須建立動態監測體系。只有對路塹邊坡表面、地下變形監測獲取的信息進行綜合分析,才能把握路塹邊坡的安全穩定。</span></span></span></span></span></span></span></span></span></p><p style=\"text-align:center\"><img src=\"/public/uploads/ueditor/image/20210621/A-8/1624237058378292.jpg\" title=\"1624237058378292.jpg\" alt=\"fileUpload.jpg\"/></p><p><br/></p>","orderBy":null,"status":0,"pv":1519,"link":null,"createdAt":"2021-06-21 08:57:43","updatedAt":"2025-02-01 23:48:21","field":{},"tags":[]}
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news------>[{"id":6537,"title":"東泰設計咨詢公司召開2024年年會暨總公司年會會議精神傳達會議","shortTitle":"","img":"","createdAt":"2025-01-25T03:44:47.000Z","description":"2025年1月23日下午，東泰設計咨詢公司在總公司六樓會議室召開2024年年會暨總公司年會會議精神傳達會議。本次會議旨在總結過去一年的工作成效，深入分析當前面臨的挑戰與機遇，規劃下一步的工作內容與方向，同時傳達總公司年會的重要精神，進一步凝聚共識，明確發展方向。會議由設計咨詢公司副總經理韋新主持。\n\n首先，由副總經理李振勇對設計一院的工作情況及2025年的工作計劃進行了詳細的匯報。他總結了設計一院...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態","path":"/xinwenzhongxin/jicengdongtai"},{"id":6536,"title":"東泰咨詢和襄高速全線首座梁場順利拆除","shortTitle":"","img":"","createdAt":"2025-01-25T03:40:52.000Z","description":"近日，在和襄高速項目公司張書記、業代處領導及各參建方的見證下，山東東泰工程咨詢有限公司和襄高速第二駐地辦監理的四號梁場順利完成拆除工作。此次拆除不僅標志著項目進入了一個新的階段，也展示了團隊在復雜工程環境中的卓越執行能力和高效管理水平。四號梁場是全線第一個完成制梁任務及梁場拆除工作，為后續施工奠定了堅實基礎，贏得了業主方及地方交通局的高度評價。\n在項目建設過程中，東泰咨詢和襄高速第二駐地辦始終堅持...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態","path":"/xinwenzhongxin/jicengdongtai"},{"id":6534,"title":"安鶴總監辦組織冬季施工安全防護及交通安全設施現場觀摩會","shortTitle":"","img":"","createdAt":"2025-01-22T00:23:42.000Z","description":"為深入開展平安百年品質工程創建，全面落實安鶴高速項目春節、兩會期間安全管理要求，穩固提升項目事故防控能力，1月20日，山東東泰工程咨詢有限公司安鶴高速總監辦組織項目各參單位在二標段淇濱西互通開展了冬季施工安全防護及交通安全設施現場觀摩會。項目公司領導及監理單位、各項目部相關安全管理人員共計30余人參會。\n二標項目部安全總監從便道標識指示牌規范設置、路基成型路基行車道規劃、施工現場工完料清、施工現場...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態","path":"/xinwenzhongxin/jicengdongtai"},{"id":6533,"title":"2023年淄博市普通國省道養護工程順利通過竣工驗收","shortTitle":"","img":"","createdAt":"2025-01-20T02:33:42.000Z","description":"根據交通運輸部《公路工程竣（交）工驗收辦法》、《公路工程竣（交）工驗收辦法實施細則》、《公路養護工程管理辦法》和省交通運輸廳《關于進一步明確普通國省道新（改、擴）建、養護工程項目竣工驗收工作的通知》等相關規定和要求，淄博市交通運輸局于2025年1月16日對山東東泰工程咨詢有限公司監理的2023年淄博市普通國省道養護工程等項目進行了竣工驗收。\n會議聽取了項目執行情況報告、設計工作報告、施工總結報告、...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態","path":"/xinwenzhongxin/jicengdongtai"},{"id":6532,"title":"東泰咨詢和襄高速（六安段）項目全線首個房建工程主體結構順利封頂","shortTitle":"","img":"","createdAt":"2025-01-17T03:14:49.000Z","description":"2025年1月16日，在全線高速公路建設的熱潮中，山東東泰工程咨詢有限公司和襄高速第二駐地辦監理的東河口收費站綜合樓順利封頂，是2025年01標完成的第一個重要節點目標，亦是全線首個房建工程主體結構完成封頂任務，標志著和襄高速項目房建工程建設取得階段性成果，為項目的后續施工奠定了堅實基礎。\n和襄高速六安段項目路線全長170.595公里，共設有8個收費站。該收費站綜合樓位于安徽省六安市金安區東河口鎮...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態","path":"/xinwenzhongxin/jicengdongtai"},{"id":6531,"title":"安鶴項目開展安全生產風險隱患排查整治，消除冬施安全隱患","shortTitle":"","img":"","createdAt":"2025-01-17T01:16:10.000Z","description":"為進一步落實交通運輸部今冬明春安全生產工作部署要求，有效防范遏制安全生產事故發生，確保建設項目安全生產形勢穩定，2025年1月14日，省交通運輸廳第二調研組對山東東泰工程咨詢有限公司監理的安鶴項目2024年風險隱患排查整治情況進行了檢查指導。\n本次檢查主要針對項目安全防護、消防管理、施工監測、特種設備和特種作業人員管理、冬季安全生產措施落實、值班值守、春節部分工程停工和節后復工安全部署、應急預案、...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態","path":"/xinwenzhongxin/jicengdongtai"},{"id":6530,"title":"西藏G318線提質改造工程項目辦召開2024年度工作總結暨表彰大會","shortTitle":"","img":"","createdAt":"2025-01-16T07:47:40.000Z","description":"2025年1月14日，西藏自治區G318線提質改造工程項目管理辦公室召開2024年度工作總結暨表彰大會，項目辦的部室以上領導、各設計、施工、監理、檢測單位的負責人參加了此次會議。\n\n各參建單位的負責人詳細總結了2024年的工作情況及2025年的工作計劃后，項目辦的部室負責人及指揮長也對2024年的工作進行了評述，肯定了一年來取得的成績、存在的問題及不足，對春節、冬歇期及2025年的工作計劃進行部署...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態","path":"/xinwenzhongxin/jicengdongtai"},{"id":6529,"title":"東泰咨詢和襄高速第二駐地辦喜獲2024年勞動競賽先進班組、 優秀試驗室及多項個人榮譽","shortTitle":"","img":"","createdAt":"2025-01-16T07:42:05.000Z","description":"近日，安徽六安和襄高速公路有限公司組織召開和襄高速2025年工作會暨勞動競賽表彰大會，參加本次表彰大會的主要有項目公司領導班子，部門及業代處負責人、各設計單位現場負責人、各監理單位負責人，中心試驗室、兩個總包部領導班子及各部門負責人，各作業隊負責人及受到表彰的先進個人等。\n在此次表彰會上，山東東泰工程咨詢有限公司和襄高速第二駐地辦獲得和襄高速2024年勞動競賽先進班組、和襄高速2024年四季度優秀...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態","path":"/xinwenzhongxin/jicengdongtai"},{"id":6528,"title":"喜報！公司員工被評為2022-2023年度淄博市“百對優秀師徒”稱號","shortTitle":"","img":"","createdAt":"2025-01-14T07:15:23.000Z","description":"為深入學習貫徹習近平新時代中國特色社會主義思想，全面貫徹黨的二十大和二十屆二中、三中全會精神，培育發展新質生產力，發揮高技能人才的示范引領作用，淄博市委組織部、市總工會、市人力資源和社會保障局在全市開展了名師帶高徒推薦培育活動。近日，經過層層推選，山東東泰工程咨詢有限公司二公司吳戰、張學鋒兩名同志從眾多師徒中脫穎而出，被評為2022-2023年度淄博市百對優秀師徒榮譽稱號，這是公司第六對師徒獲此殊...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態","path":"/xinwenzhongxin/jicengdongtai"},{"id":6527,"title":"西藏G318線提質改造工程項目橋梁梁板吊裝全部完成","shortTitle":"","img":"","createdAt":"2025-01-13T07:37:56.000Z","description":"1月11日，由山東東泰工程咨詢有限公司監理的西藏G318線提質改造工程項目K3532+071.208天橋跨徑25m的箱梁順利吊裝完成，標志著該項目的大中橋梁板吊裝已經全部完成。\n\n\n\n該項目全長62.113km，其中大橋2座、中橋2座、小橋4座、天橋1座、涵洞158道，大橋、天橋采用樁基礎，其他橋梁、涵洞采用混凝土擴大基礎。大中橋、天橋采用跨徑20--25m的預應力箱梁，小橋、涵洞采用跨徑6m以下...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態","path":"/xinwenzhongxin/jicengdongtai"}]
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