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article------>{"id":2767,"cid":20,"subCid":null,"title":"济南大西环项目一分部召开现浇梁支架施工方案专家评审会","shortTitle":null,"tagId":null,"attr":null,"articleView":null,"source":"龙万松","author":"admin","description":"2022年2月27日，济南大西环项目公司邀请有关专家在一分部会议室召开了现浇梁支架施工方案专家评审会。山东高速济南绕城西线公路有限公司、济南绕城高速公路二环线西环段总监办、第一监理组、总包部、一分部等","img":"/public/uploads/material/2022-03-02/621ec1f127f26_thumb.jpg","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: 33px\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8;font-family: Calibri, sans-serif\"><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\">2022</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\">年2月27日，济南大西环项目公司邀请有关专家在一分部会议室召开了现浇梁支架施工方案专家评审会。山东高速济南绕城西线公路有限公司、济南绕城高速公路二环线西环段总监办、第一监理组、总包部、一分部等单位代表参加了会议。</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: 33px\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8;font-family: Calibri, sans-serif\"><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\">本次评审的有梁庄枢纽AK1+004.078跨线桥第1联、第2联、第4联、第5联；BK0+597.941跨线桥第3联；CK0+827.988跨线桥第1联、第2联、第4联、第5联；EK0+826.981跨线桥第1联、第2联、第4联、第5联。十里望互通立交AK1+382.41 A匝道桥第3联；K16+307.5团结河大桥左幅桥跨组合为4*30+3*30m，右幅桥跨组合为30+2*35+20+3*30m共2联。</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: 33px\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8;font-family: Calibri, sans-serif\"><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\">会议首先听取了施工单位编制的专项施工方案汇报。与会专家讨论后给出了指导意见，认为内容较齐全，基本可行，建议细化地基处理方案，确保地基承载力满足支架设计要求，取消底托下垫木设置，同时优化地基横坡度；细化现浇箱梁支架高度、地质情况等工程情况说明，明确盘扣支架构造措施设置要求；优化立杆间距设置，对于平曲线桥梁，横向间距建议为同一规格；细化平曲线桥梁盘扣支架分段设置方案；建议采用两次浇筑，细化预应力张拉和管道压浆工艺措施，对平曲线半径较小的现浇桥梁，完善预应力筋张拉防崩方案；细化预压荷载计算，完善预压监测针对现浇箱梁易发坍塌、高空坠落，物体打击等事故类型，完善安全技术措施和现场应急处置方案。按意见修改完善按程序报批后可用于指导施工。</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: 33px\"><span style=\";padding: 0px;line-height: 1.8\"><span style=\";padding: 0px;line-height: 1.8;font-family: Calibri, sans-serif\"><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\">此次专家评审会议的召开，为规范现浇梁支架施工和监理提供了理论支持和依据，同时也标志着项目建设进入了快车道。</span></span></span></span></span></span></p><p style=\"text-align:center\"><img src=\"/public/uploads/ueditor/image/20220302/A-8/1646182910732788.jpg\" title=\"1646182910732788.jpg\" alt=\"fileUpload.jpg\"/></p><p><br/></p>","orderBy":null,"status":0,"pv":1735,"link":null,"createdAt":"2022-03-02 09:01:54","updatedAt":"2025-05-22 18:30:03","department":null,"field":{},"tags":[]}
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