厂区道路施工方案.pdf

场区道路施工方案一、工程概况西安市热力总公司泾渭新城热力中心项目场区施工道路范围为：厂区内主干道及次干道，建设单位根据使用用途区分为承重路面及非承重路面；承重路面为厂区西侧南大门至除盐水站及脱硫脱硝综合楼11 轴，干煤棚北侧道路；其余道路为非承重道路。道路具体做法：1、承重路面路基开挖至设计标高后由下至上做法依次为：300mm 厚 3:7 灰土垫层，300mm 厚二灰级配碎石（石灰、粉煤灰、碎石重量比 8:17:75），300mm 厚 C30混凝土。2、非承重路面路基开挖至设计标高后由下至上做法依次为：300mm 厚 3:7 灰土垫层，300mm 厚 C30混凝土。道路宽度为：厂区西侧南大门至干煤棚北侧道路宽度为；干煤棚北侧道路宽度为；厂区北侧道路宽度为4m；其余道路宽度为7m。二、编制依据中国市政工程华北设计研究总院设计图纸；建筑施工手册第三版；砼结构及地基处理施工及验收规范2002 版。三、工程量砼（C30）：1420m3 土方开挖：3683m33：7 灰土回填：1680m3 二灰碎石垫层：850m3四、施工程序定位及高程控制路基开挖并碾压3：7 灰土回填二灰碎石垫层施工砼道路施工侧石及缘石施工五、施工方法路基开挖首先由项目部测量人员将道路定位线用白灰撒出，并实测实际场地标高，然后根据厂区道路设计标高，用反铲进行开挖，并予留200mm 人工清底，然后用18T压路机进行碾压，至少碾压34 遍后由项目部试验人员作土壤干容重试验合格后方可进行下一道工序的施工。当遇有软土地基不能满足荷载要求时，具体情况写出书面报告，报监理和业主，需将此部分软土全部挖出，重新分层回填3：7 灰土。灰土回填3：7 灰土回填前必须将地基内的杂质、碎砖等垃圾清理干净，用自卸汽车倒运好土至施工现场，白灰必须提前七天淋水熟化后用细筛过筛，要求过筛后白灰的粒径不得大于 5mm，回填土也必须采用1515mm 筛网过筛，并按照理论配合比人工充分拌合均匀，用装载机平铺至路基上，要求虚铺厚度为20cm，然后用 18T压路机进行碾压，一次碾压成型，碾压前灰土上适当撒水以保证灰土碾压密实，碾压完毕后由项目部试验人员作干容重试验，合格后进行下一道工序施工，路基两侧压路机压不到地方，采用立式打夯机分层夯实，每层厚度150mm。二灰碎石垫层施工二灰石采用厂拌法进行二灰碎石的施工。二灰碎石施工在交付合格的二灰土底基层上进行，施工前，清除底基层上干燥的浮土及杂物；使底基层表面清洁，底基层的试验各项指标合格。采用自卸汽车运输，人工配合机械摊铺，18T压路机进行碾压，一次碾压成型，碾压前保证二灰石含水率略大于试验室测定的含水率，碾压完毕后进行养护，待压实系数试验测定合格后方可进行下道工序。二灰石施工工艺见下图：文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 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HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3砼路面施工砼路面根据道路宽度大于7m的施工采用二次成型，先施工一半，宽度小于7m的道路采用一次成型。模板采用【25 槽钢支模，用 12 钢筋 600钉入路基内固定槽钢，模板上必须按设计要求抄出标高并找好坡度，砼要求严格按照砼配合比进行过磅称量，特别是外加剂必须称量准确，并派专人负责加料和看模，砼入模后先用平板振捣器振捣密实，槽钢内侧处用插入式振捣器振捣至表面泛浆不再冒气泡为止，然后两人用108钢管从一头均匀地碾压砼表面23 遍，然后用木抹子收面后再用铁抹子将表面压光，至少抹压 34 遍，待砼快初凝时用毛刷拉毛，道路30m设 15mm 宽伸缩缝内填泡沫塑料板，上部 20mm 灌沥青，浇筑完毕2 小时后用塑料布覆盖养护，至少养护 14 天，同时每个工作班次必须留设同条件试块及标养试块各一组。养护完毕用砼切割机沿路面横向6m切缝内灌沥青。六、质量保证措施本工程质量目标为工程合格率为100%。准 备 工 作施 工 放 样厂 拌摊 铺 混 合 料整形碾压接缝和调头处理养生试铺调整配合比试验运 输文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 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ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3路基必须碾压密实，3：7 灰土中的粘土和白灰必须、按规范过筛，并充分拌合均匀，严禁用装载机拌合。砼搅拌必须严格按照施工配合比进行过磅称量，特别是外加剂必须称量准确，砼砼采用商品混凝土必须振捣密实，抹压及时并在浇筑完毕24 小时进行养护，并作同条件及标养试块各一组。砼路面强度未达到80%期间严禁车辆通行，道路施工必须保证纵、横向及排水沟坡度，保证排水畅通，路面 30m设 15mm 宽伸缩缝，内填泡沫塑料板，上部20mm 灌沥青，养护完毕后用砼切割机沿路面横向6m切缝内灌沥青。七、安全保证措施7.1 本工程危险点源：机械伤害、触电。防范措施路基开挖时反铲周围3m范围内严禁站人。采用打夯机进行夯实路基时，操作人员必须戴绝缘手套，穿绝缘鞋，接线工作必须由专职持证人员进行。夜间施工必须有充足的照明，砼振捣人员也必须穿雨鞋，戴绝缘手套。砼浇筑完毕后在路端头搭设高防护栏杆，防止车辆通行损坏路面。木工压刨机必须专人使用，专人维护并挂安全操作规程牌。文明施工施工人员一定要作好文明施工，做到“谁施工谁负责”、“边施工、边清理”，搞好工完料尽场地清。施工场地一定要做到文明整洁，不留死角。安全设施设置搅拌机旁应悬挂安全操作规程牌，操作人员必须经培训合格持证上岗。文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 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HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3木工压刨机也必须悬挂安全操作规程牌，操作人员必须经培训合格后持证上岗，所有机械必须做好接地。八、劳动力组织计划施工负责人：1 人技术负责人：1 人技术员：2 人测量工：2 人木工：8 人砼工：6 人瓦工：12人九、施工进度施工进度安排详见上报的工期安排。文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 ZL4M6A8P3I3文档编码:CK3C1Q1K4I8 HA4C10Y10N6J7 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