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article------>{"id":861,"cid":20,"subCid":null,"title":"鄆城互通主線橋預應力蓋梁順利澆筑完成","shortTitle":null,"tagId":null,"attr":null,"articleView":null,"source":"陳海濤","author":"admin","description":"鄆城互通主線橋位于日蘭高速巨野西至菏澤段改擴建工程鄆城互通立交，本項目設計對此橋進行拆除重建，其新橋結構形式為：上部結構為20m+22m+20m預應力簡支箱梁，下部結構為樁基礎、柱式墩、肋板臺，左幅蓋","img":"/public/uploads/material/2020-10-13/5f852c224a944_thumb.jpg","content":"<p style=\"text-align: justify; text-indent: 37px;\"><span style=\"font-size: 14px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\"><span style=\"font-family: 仿宋_GB2312;\">鄆城互通主線橋位于日蘭高速巨野西至菏澤段改擴建工程鄆城互通立交，本項目設計對此橋進行拆除重建，其新橋結構形式為：上部結構為</span>20m+22m+20m預應力簡支箱梁，下部結構為樁基礎、柱式墩、肋板臺，左幅蓋梁設計為預應力蓋梁。橋梁全長68.08m，橋梁交角為70°</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"font-size: 14px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\">2020年10月11日下午，位于主線k232+267處的鄆城互通主線橋左幅內測2#蓋梁開始澆筑。據悉：該橋是日蘭高速巨菏段唯一一座設計為預應力蓋梁的橋梁，該預應力蓋梁結構設計長寬高為：14.04m×1.7m×1.6m，最長端懸臂為4.63m，上中下各三排鋼絞線共計9束，每束15根，采用單端張拉。</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"font-size: 14px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\"><span style=\"font-family: 仿宋_GB2312;\">由于日蘭高速自開工以來一直處于正常運營狀態(tài)，且車流量較大，經過兩次導改以后，現(xiàn)狀為左幅拼寬段與右幅主線段正常通行，左幅拆除完成后正在進行緊張的施工，受兩側既有結構影響，作業(yè)區(qū)域受限，施工難度增大，在施工過程中總監(jiān)辦的領導多次會同項目部負責人到現(xiàn)場指導工作，攻堅克難，協(xié)同解決了鋼絞線穿束困難、擠壓錨頭作業(yè)區(qū)域受限、鋼筋干擾堵頭板等問題?，F(xiàn)場監(jiān)理緊盯現(xiàn)場，對施工過程中所出現(xiàn)的問題及時發(fā)現(xiàn)并督促技術員進行整改，把問題消滅在萌芽中，做到事前控制。經過現(xiàn)場實際量測，波紋管定位準確、鋼筋數(shù)量、間距滿足要求、預埋筋位置準確、模板支立牢固。在澆筑之前對現(xiàn)場施工作業(yè)人員統(tǒng)一進行了系統(tǒng)的安全技術交底，確保操作規(guī)范，作業(yè)安全；與此同時加強現(xiàn)場施工過程控制，澆筑之前灑水沖洗，振搗密實，嚴格按照施工方案及總監(jiān)辦下發(fā)文件要求施工，科學統(tǒng)籌配置機械設備，嚴格按照施工作業(yè)順序操作，確保了此次澆筑順利完成。</span></span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"font-size: 14px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\"><span style=\"font-family: 仿宋_GB2312;\"><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;\">日蘭高速巨菏段改擴建項目一標段鄆城互通主線橋舊橋預應力蓋梁的順利澆筑，成功拉開了預應力蓋梁施工的序幕，為以后的預應力蓋梁施工積累了寶貴的經驗，更為左幅順利保通、右幅盡早拆除提供了有力保證，向重要的節(jié)點工期邁進了堅實的一步。</span></span></span></span></span></span></span></span></span></span></span></span></p><p style=\"text-align: center;\"><span style=\"font-size: 14px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\"><span style=\"font-family: 仿宋_GB2312;\"><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;\"><img title=\"1602563115624003.jpg\" alt=\"1.jpg\" src=\"//public/uploads/ueditor/image/20201013/A-8/1602563115624003.jpg\"/></span></span></span></span></span></span></span></span></span></span></span></span></p><p></p>","orderBy":null,"status":0,"pv":1923,"link":null,"createdAt":"2020-10-13 12:25:22","updatedAt":"2025-01-21 15:46:20","field":{},"tags":[]}
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