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article------>{"id":4540,"cid":21,"subCid":null,"title":"濟菏二標波形梁護欄底座一級交底會","shortTitle":null,"tagId":null,"attr":null,"articleView":null,"source":"楊耀康","author":"admin","description":"2023年6月11日下午三點濟菏改擴建一駐地辦在濟菏改擴建二標段項目部召開了波形梁護欄底座一級交底會。會上表明了首件工程的目的:通過首件施工,驗證和確定其施工工藝流程、各項技術參數、工序銜接及施工保證","img":"","content":"<p style=\";padding: 0px;font-family: 'Microsoft YaHei';line-height: 1.6;color: rgb(51, 51, 51);white-space: normal;background-color: rgb(255, 255, 255);text-indent: 37px\"><span style=\";padding: 0px;font-size: 14px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 33px\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8;font-family: Calibri\"><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\">2023年6月11日下午三點濟菏改擴建一駐地辦在濟菏改擴建二標段項目部召開了波形梁護欄底座一級交底會。</span></span></span></span></span></span></span></span></p><p style=\";padding: 0px;font-family: 'Microsoft YaHei';line-height: 1.6;color: rgb(51, 51, 51);white-space: normal;background-color: rgb(255, 255, 255);text-indent: 37px\"><span style=\";padding: 0px;font-size: 14px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 33px\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8;font-family: Calibri\"><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\">會上表明了首件工程的目的:</span></span></span></span></span></span></span></span></p><p style=\";padding: 0px;font-family: 'Microsoft YaHei';line-height: 1.6;color: rgb(51, 51, 51);white-space: normal;background-color: rgb(255, 255, 255);text-indent: 37px\"><span style=\";padding: 0px;font-size: 14px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 33px\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8;font-family: Calibri\"><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\"><span style=\"font-family:仿宋_GB2312\">通過</span></span></span><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\"><span style=\"font-family:仿宋_GB2312\">首件</span></span></span><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\"><span style=\"font-family:仿宋_GB2312\">施工,</span></span></span><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\"><span style=\"font-family:仿宋_GB2312\">驗證和</span></span></span><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\"><span style=\"font-family:仿宋_GB2312\">確定</span></span></span><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\"><span style=\"font-family:仿宋_GB2312\">其</span></span></span><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\"><span style=\"font-family:仿宋_GB2312\">施工工藝流程、各項</span></span></span><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\"><span style=\"font-family:仿宋_GB2312\">技術</span></span></span><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\"><span style=\"font-family:仿宋_GB2312\">參數</span></span></span><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\"><span style=\"font-family:仿宋_GB2312\">、</span></span></span><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\"><span style=\"font-family:仿宋_GB2312\">工序銜接</span></span></span><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\"><span style=\"font-family:仿宋_GB2312\">及施工保證措施的可行性</span></span></span><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\"><span style=\"font-family:仿宋_GB2312\">。確定施工人員、機械、車輛等的合理配置,確保質量目標、安全目標和進度目標的實現。為本標段后續同類工程大面積施工提供數據支持,為施工工藝組合提供技術支持,為規范化施工創造條件,積累經驗。</span></span></span><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\"><span style=\"font-family:仿宋_GB2312\">總結施工過程中出現的問題及突發情況,保證在以后的同類工程施工過程中避免出現類似的問題。</span></span></span></span></span></span></span></span></span></p><h2 style=\"font-weight: normal;padding: 0px;font-family: 'Microsoft YaHei';font-size: 12px;color: rgb(51, 51, 51);white-space: normal;background-color: rgb(255, 255, 255)\"><span style=\";padding: 0px;font-size: 14px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8;break-after: avoid\"><span style=\";padding: 0px;line-height: 33px\"><span style=\";padding: 0px;line-height: 1.8;font-family: 楷體_GB2312\"><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\"> 重點、難點部位控制措施:</span></span></span></span></span></span></span></h2><p style=\";padding: 0px;font-family: 'Microsoft YaHei';line-height: 1.6;color: rgb(51, 51, 51);white-space: normal;background-color: rgb(255, 255, 255);text-indent: 37px\"><span style=\";padding: 0px;font-size: 14px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 33px\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8;font-family: Calibri\"><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\">混凝土蜂窩麻面預防措施:澆筑混凝土前,將模板打磨干凈刷油。混凝土必須按操作規程分層均勻振搗密實,嚴防漏振,每層混凝土均應以停止下沉,不出現氣泡,表面呈現泛漿為準。混凝土的振搗應分層搗固,澆筑層厚度不得超過規范規定。</span></span></span></span></span></span></span></span></p><p style=\";padding: 0px;font-family: 'Microsoft YaHei';line-height: 1.6;color: rgb(51, 51, 51);white-space: normal;background-color: rgb(255, 255, 255);text-indent: 37px\"><span style=\";padding: 0px;font-size: 14px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 33px\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8;font-family: Calibri\"><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\"><span style=\"font-family:仿宋_GB2312\">混凝土缺棱掉角預防措施:非承重模板在混凝土抗壓強度達到</span><span style=\"font-family:仿宋_GB2312\">2.5Mpa以上方可拆模,確保表面及棱角不會受到損壞。</span></span></span></span></span></span></span></span></span></p><p style=\";padding: 0px;font-family: 'Microsoft YaHei';line-height: 1.6;color: rgb(51, 51, 51);white-space: normal;background-color: rgb(255, 255, 255);text-indent: 37px\"><span style=\";padding: 0px;font-size: 14px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 33px\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8;font-family: Calibri\"><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\"><span style=\"font-family:仿宋_GB2312\">外觀尺寸偏差預防措施</span><span style=\"font-family:仿宋_GB2312\">:模板具有足夠剛度和強度;支撐體系保證足夠的整體穩定性。澆筑混凝土前,對軸線和幾何尺寸進行反復認真的檢查核對。澆筑混凝土時,隨時觀察模板情況,發現變形和位移要立即停止澆筑對模板加固。</span></span></span></span></span></span></span></span></span></p><p style=\"margin-top: 0px;margin-bottom: 8px;margin-left: 0;padding: 0px;font-family: 'Microsoft YaHei';line-height: 1.6;color: rgb(51, 51, 51);white-space: normal;background-color: rgb(255, 255, 255);text-indent: 37px\"><span style=\";padding: 0px;font-size: 14px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 33px\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8;font-family: Calibri\"><span style=\";padding: 0px;font-size: 19px;line-height: 1.8\"><span style=\";padding: 0px;font-size: 16px;line-height: 1.8;font-family: 仿宋_GB2312\">駐地辦監理工程師在會上還提出了關于模板選用、混凝土收面、拆模養生的問題。主要確定了模板全部采用定型鋼膜,混凝土收面必須是光面,采取一布一膜的養生方式使其時刻保持濕潤狀態。還強調了混凝土養生期間橋面盡量封閉,不允許重型車輛快速通行。</span></span></span></span></span></span></span></span></p><p><br/></p>","orderBy":null,"status":0,"pv":805,"link":null,"createdAt":"2023-06-15 09:31:57","updatedAt":"2025-01-09 18:51:21","field":{},"tags":[]}
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