(完整word版)屋面工程监理细则(改)(word文档良心出品).pdf

监理实施细则工程名称：实施阶段：监 理 工 程 师：总监理工程师：1 xxxxxxxx 有限公司年月屋面工程监理实施细则1 专业工程特点1.1 设计工程概况本工程位于陆家坝HD52号地块，南临湖东路，东临大升路，西北临河；建筑总面积69982，其中地下车库为3154，村委会为2471；共 19 幢单体，其中 1#14#、17#、18#为五层砖混结构，建筑高度 18.6m，屋面防水层使用年限大于20 年；15#、16#为十八层框剪结构，建筑高度54.6m，屋面防水层使用年限大于20 年；村委会为四层框架结构，建筑高度18.6m，屋面防水层使用年限大于20年。1.2 专业工程概况1.2.1 平屋面：（由上而下）（1）40 厚 C25细石砼（内配 6200 双向）刚性防水（保护）层。（2）油毡一层隔离层。（3）20 厚 1:3 水泥砂浆找平层。（4）65 厚泡沫玻璃保温层。（5）1.2 厚三元乙丙高分子防水卷材。（6）1.5 厚 JS防水涂料。（7）20 厚 1:3 水泥砂浆找平层。（8）C15加气混凝土碎骨料找坡2%（最薄处 20厚）。（9）现浇钢筋混凝土屋面板。1.2.2 坡屋面：（由上而下）文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C62（1）深灰色水泥瓦。（2）挂瓦条 3030（加防水隔阻膜）。（3）顺水条 4020500。（4）20 厚 1:3 水泥砂浆找平。（5）65 厚泡沫玻璃，另加双向木条6530 分隔1200。（6）1.2 厚三元乙丙高分子防水卷材。（7）20 厚 1:3 水泥砂浆找平。（8）钢筋混凝土结构层。1.2.3 外檐沟做法：（由上而下）（1）防水层：1.2 厚三元乙丙高分子防水卷材上浅色反光涂料保护层。（2）防水层：1.5 厚 JS防水涂料。（3）找平层：20 厚 1:2 水泥砂浆找平，抹灰。（4）找坡层：素砼找坡1%。（5）结构层：现浇钢筋砼檐沟。1.3 专业工程监理细则编制依据1.3.1 监理规划、监理合同和施工合同1.3.2 建设工程相关标准、设计文件和技术资料：（1）建筑工程施工质量验收统一标准GB50300-2013（2）屋面工程施工质量验收规范GB50207-2012（3）屋面工程技术规范 GB50345-2012 1.3.3 施工组织设计、专项施工方案2 监理工作的流程文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 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签认填写屋面施工申请承包商审核施工申请监理工程师审核结果承包商自检合格、并申报检验批质量评定表承包商验收找平层(保温层)监理工程师（平行检验）屋面卷材的施工承包商找平层(保温层)施工承包商承包商自检合格申报验收申请承包商现场检查验收监理工程师结果监理工程师签署分项检验批质量验收单总监理工程师签署分部（子分部）工程质量评审核内容屋 面 专 业 施 工 队 伍的资质及人员资格屋 面 施 工 的 专 项 方案及操作说明原 材 料 的 试 验 报 告及质量证明施 工 作 业 环 境 的 审查工序间的交接验收旁站监理（监理员）旁站监理（监理员）返工处理承包商N Y 文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C64 3 监理工作要点3.1 质量控制要点及目标值3.1.1 屋面找坡层和找平层的监理控制要点及目标值（1）找坡层宜采用轻骨料混凝土；找坡材料应分层铺设和适当压实，表面应平整。（2）找平层宜采用水泥砂浆或细石混凝土；找平层的抹平工序应在初凝前完成，压光工序应在终凝前完成，终凝后应进行养护。（3）找平层分格缝纵横间距不宜大于6m，分格缝的宽度宜为5mm-20mm。3.1.2 屋面保温层的监理控制要点及目标值（1）保温材料的导热系数、表观密度或干密度、抗压强度或压缩强度、燃烧性能，必须符合设计要求。（2）板块材料保温层采用干铺法施工时，板状保温材料应紧靠在基层表面上，应铺平垫稳；分层铺设的板块上下层接缝应相互错开，板间缝隙应采用同类材料的碎屑嵌填密实。（3）板块材料保温层采用粘贴法施工时，胶粘剂应与保温材料的材性相容，并应贴严、粘牢；板块材料保温层的平面接缝应挤紧拼严，不得在板块侧面涂抹胶粘剂，超过2 mm的缝隙应采用相同材料板条或片填塞严实。（4）板块材料保温层采用机械固定法施工时，应选择专用螺钉和垫片；固定件与结构层之间应连接牢固。3.1.3卷材防水层的监理控制要点及目标值（1）屋面坡度大于 25%时，卷材应采取满粘和钉压固定措施。（2）卷材铺贴方向与搭接缝应符合相关验收标准的规定。（3）冷粘法铺贴卷材应符合下列规定：胶粘剂涂刷应均匀，不应露底，不应堆积。应控制胶黏剂涂刷与卷材铺贴的间隔时间。文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C65 卷材下面的空气应排尽，并应辊压粘牢固。卷材铺贴应平整顺直，搭接尺寸应准确，不得扭曲、皱折。接缝口应用密封材料封严，宽度不应小于10mm。（4）热粘法铺贴卷材应符合下列规定：熔化热熔型改性沥青胶结料时，宜采用专用导热油炉加热，加热温度不应高于 200，使用温度不宜低于180。粘贴卷材的热熔型改性沥青胶结料厚度宜为1.0mm-1.5mm。采用热熔型改性沥青胶结料粘贴卷材时，应随刮随铺，并应展平压实。(5)热熔法铺贴卷材应符合下列规定：火焰加热器加热卷材应均匀，不得加热不足或烧穿卷材。卷材表面热熔后应立即滚铺，卷材下面的空气应排尽，并应辊压粘贴牢固。卷材接缝部位应溢出热熔的改性沥青胶，溢出的改性沥青胶宽度宜为 8mm。铺贴的卷材应平整顺直，搭接尺寸应准确，不得扭曲、皱折。厚度小于 3mm 的高聚物改性沥青防水卷材，严禁采用热熔法施工。(5)自粘法铺贴卷材应符合下列规定：铺贴卷材时，应将自粘胶底面的隔离纸全部撕尽。卷材下面的空气应排尽，并应辊压粘贴牢固。铺贴的卷材应平整顺直，搭接尺寸应准确，不得扭曲、皱折。接缝口应用密封材料封严，宽度不应小于10mm。低温施工时，接缝部位宜采用热风加热，并应随即粘贴牢固。3.1.4 涂膜防水层的监理控制要点及目标值（1）防水涂料应多遍涂布，并应待前一遍涂布的涂料干燥成膜后，再涂布后一遍涂料，且前后两遍涂料的涂布方向应相互垂直。文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C66（2）铺设胎体增强材料应符合下列规定：胎体增强材料宜采用聚酯无纺布或化纤无纺布。胎体增强材料长边搭接宽度不应小于50mm，短边搭接宽度不应小于 70mm。上下层胎体增强材料的长边搭接缝应错开，且不得小于幅宽的1/3。上下层胎体增强材料不得相互垂直铺设。（3）多组分防水涂料应按配合比准确计量，搅拌应均匀，并应根据有效时间确定每次配制的数量。3.1.5 瓦屋面的监理控制要点及目标值（1）平瓦和脊瓦应边缘整齐，表面光洁，不得有分层、裂纹和露砂等缺陷；平瓦的瓦爪与瓦槽的尺寸应配合。（2）基层、顺水条、挂瓦条的铺设应符合相关验收标准的规定。（3）挂瓦及瓦铺装的尺寸应符合相关验收标准的规定。3.2 进度控制要点及目标值3.2.1 控制的目标是建设工程施工合同所约定的工期目标。3.2.2 跟踪监督承包单位实际进度，并在监理例会上进行分析和评价。3.2.3 严重偏离计划时，应分析原因，研究措施，提出改进建议。3.3 造价控制要点及目标值3.3.1 严格执行施工合同中确定的合同价、单价和工程款支付方法。3.3.2 合理、公正的处理变更、索赔引起的费用增减。3.3.3 总造价分解的预算造价作为屋面工程造价的最终控制值。3.4 安全监理要点及目标值3.4.1 严格审查专项施工方案中的安全技术措施是否符合国家颁布的安全技术规范。文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C6文档编码:CN7T3R2G10M3 HU7B8J3I6D8 ZA3A7N9T1C67 3.4.2 专项施工方案应有明确的安全管理目标，安全生产管理机构及配备专职的安全生产管理人员。3.4.3 应建立健全的安全生产责任制度和制定专业工种的安全技术操作规程。3.4.4 定期参加安全检查，检查施工单位按规定对每位职工进行上岗前的三级安全教育。3.4.5 监理人员在实施监理过程中必须加强安全检查、发现安全隐患应根据情况的严重性发出 监理工程师通知单 或 工程暂停令。4 监理工作方