2021年楼地面工程监理实施细则.pdf

乐活城商住小区二期工程监理实施细则（楼地面工程监理细则）内容提要：专业工程特点监理工作流程监理工作要点监理工作方法及措施项目监理机构（章）：专业监理工程师：总监理工程师（签字）：日期：年月日江苏省住房和城乡建设厅监制楼地面工程监理细则1编制目的：编制并执行本细则，监督施工单位严格按设计和规范要求施工，控制本工程项目地面工程的施工质量，保证地面工程按质按量如期完成，并能与后续工序顺利交接。精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 1 页，共 17 页2编制依据及适用范围：本细则依据本工程项目的监理规划、与地面工程相关的标准、设计文件和技术资料及已批准的施工组织设计编写。适用于本工程项目地面工程施工及验收的监督管理。3职责：本细则由本工程项目部土建监理工程师编写，项目总监理工程师审核批准，项目监理部组织实施，项目土建监理工程师具体执行并对其负相应的责任。4工程概况：（按本工程项目地面工程设计内容略述）5监理工作内容：5.1 监理工作流程：5.2 主要材料核定流程：5.3 质量控制要点及目标值序号质量控制要点及目标值控制手段与方法1原材料(水泥、砂、石子、片石、各种板块、木质板)等质量检查合格证、质保书等，抽查规格、尺寸、颜色、见证取样等施工单位施工准备，报审表单监理检查施工准备，审签报审表，通报业主施工单位实施施工,质量自检监理平行检查，隐蔽部位旁站检查施工完成，施工单位自检评定，工程报验现场检查，审查报验表，总监签认，通报业主验收通过施工单位进场前报审，报审监B2.7 表提供质量证明资料和样品监理审核，征求业主意见，签回报审表，资料封存，样品封样施工单位采购进场，报审表A9表，附数量清单，质量证明文件，监理验收检验，按规定见证取样送检签认报审表，通报业主投入使用精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 2 页，共 17 页文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 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ZX9E9W10F4C82各层厚度平整度水准仪、尺量、靠尺3板块面层表面平整度、缝格平直、接缝高低差、缝宽及踢脚线上口平直、牢固无空鼓拉线、尺量、靠尺、塞尺检查、小锤轻击4面层邻接处的镶边用料及尺寸符合设计要求和施工规范规定、边角整齐光滑观察和尺量检查5加填土密实度，各层垫层构造层强度（配合比）、厚度、标高查环刀取样检测报告，控制配合比、水准仪、量尺6楼梯踏步和台阶的铺贴板块的缝隙宽度一致，相邻两步高差不超过 10mm，防滑线顺直观察或尺量检查7地漏和供排除液体用的带坡度面层不倒泛水，无积水，与地漏（管道）结合处严密牢固无渗漏观察或泼水检查8木搁栅必须安装牢固、平直，面层必须铺钉牢固无松动，粘结牢固无空鼓观察脚踩或用锤击检查9木板面层表面平整度，拼缝平直、缝宽、踢脚线上口平直拉线、尺量、靠尺、塞尺检查10木搁栅、毛地板和垫木必须做防腐处理观察5.4 施工监理内容5.4.1 施工准备阶段监理工作.熟悉设计图纸及有关施工验收规范、规程及技术标准。精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 3 页，共 17 页文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 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ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8.审查工程分包单位资质检查施工单位质保体系，质安人员到位情况。.审核施工方案，其施工要点应符合工程建设标准强制性条文（房屋建筑部分）和楼地面工程的施工及验收规范的有关规定。.审查承包单位编制的本项目专业作业计划，其工期应符合施工组织设计的要求并与其它分项工程衔接；依据工程合同造价控制市场市场采购材料的价格，控制专业工程造价，避免投资费用的增加。.检查施工单位材料准备情况（数量、品种、规格等）。.检查主要材料出厂合格证、质保书，核实材料质量，核签施工单位填报的“工程材料报审表”，对不合格材料则退回“报审表”，并监督其退出现场，砂石应现场取样送检并做好配合比试验报告。.检查机械设备进场情况，审批“主要工程设备选型报审表”5.4.2 施工阶段质量监理工作：.基土（层）工程施工监理工作.检查基土工程清理情况，底层回填土前场地模板头、塑料瓶、树根等杂物应清理干净，楼面应用水清洗干净，并清除水渍。.回填土土质必须符合设计与规范有关规定的要求，并控制最优含水量。.回填土应分层夯实，每层虚铺厚度：用机械时一般不应大于300MM，用人工夯实不应大于 200MM，每层压实土的干容重及密实度应符合设计要求不小于0.9，并按规定取样送检。精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 4 页，共 17 页文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8.回填标高应做控制。.垫层工程施工监理工作.灰土垫层：铺设于干燥基土上，厚度不小于100MM，灰土垫层所用灰土拌合料用消石灰和粘土按设计比例拌制而成，且拌制比例准确，拌合均匀。颜色一致，并保持一定温度，铺设时应分层铺平夯实，施工间隔应清扫干净。.砂和砂石垫层，控制厚度：砂垫层不小于60MM，砂石垫层不小于 100MM，铺垫时不得含有草根等杂质，石子最大粒径不得大于垫层厚度2/3，砂垫层压实时洒水湿润，砂石垫层须摊铺均匀，碾压不少于三遍。并压至不松动为止，密度符合设计要求。.碎、卵（石）垫层：须采用强度均匀，级配适当且不风化石料，厚度不小于60MM，最大粒径不得大于垫层厚2/3，摊铺均匀，表面空隙应以粒径为525MM 细石填缝。.碎砖垫层：厚度不小于100MM，粒径不得大于 60MM，不得在已铺设好的垫层上用锤击的方法进行碎砖加工，铺摊时须均匀，洒水湿润后用机械人工夯实成表面平整，夯实后厚度不应大于虚铺厚度的3/4。.三合土垫层：采用石灰、碎砖、砂按一定配合比拌制，石灰必须熟化，砂应采用中砂或中粗砂、配合比须满足设计要求，每层虚铺厚度不应大于 150MM，并应铺平夯实，夯实后厚度一般为虚铺厚度 3/4。.炉渣垫层：用炉渣或用水泥、炉渣的拌合料、配合比须满足设计要求，且拌制均匀，厚度不小于 80mm，炉渣垫层内埋设管道时，管道周围用细石混凝土予以稳固，垫层施工完毕后，待其凝固后方可进入下一道工序施工。.砼垫层：厚度不应小于60mm，砼强度等级不小于C10，浇筑时应分区段，其宽度一般为 34 米，浇筑前基层应湿润，根据设计要求预留孔洞。精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 5 页，共 17 页文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8.找平层工程施工监理工作.铺设找平层时，应将下一层表面清理干净，采用水泥砂浆、砼做找平层时，其下层应予湿润，铺设时先刷以水灰比为0.4 0.5 的水泥浆一遍，并随刷随铺。.在预制砼板上铺设找平层前，须做好板缝间的填嵌和板端间的防裂构造装置，符合设计要求后方可施工，板缝间应用不低于C20级细石砼填嵌，在常湿下养护3 天。.所有碎石或卵石粒径不大于找平层厚度2/3，砼标号一般不低于C15且应满足设计要求，水泥砂浆配合比不宜小于1:3。.保温层与防水（潮）层施工监理工作.防水（潮）层所用沥青为建筑道路石油沥青，所用油毡应为不低于350号石油沥青油毡。.铺设保温层与防水（潮）层前，其下一层表面应洁净、平整、干燥，对掺有水泥拌合物的表面，还须坚实，不得有空鼓、裂缝起砂现象，铺设完毕后，应做蓄水试验。.用松散材料做保温层，应分层铺平拍实，用板、块状材料做保温层，应分层错缝铺贴，每层应采用同一厚度的板、块材料，铺设厚度均应符合设计要求，用沥青粘贴板、块材料时，应边刷、边贴、边压实，务使沥青饱满，防止板、块料翘曲。.铺贴卷材必须及时压实，挤出的沥青胶结材料要趁热刮去，并不得有皱折，空鼓翘边和封口不严等缺陷。.面层施工监理工作.混凝土面层：精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 6 页，共 17 页文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8a.检查原料：所用碎石或卵石，应级配适当，其粒径不应大于 15mm 和面层厚度的 2/3；b.检查坍落度和标号：坍落度不应大于 30mm，砼标号需满足设计要求和不应低于C20，振捣需密实，且按规定做试块；c.检查施工过程：应在初凝前完成抹平工作，终凝前完成压光工作，必要时加适量 1:21:2.5 水泥砂浆抹平压光；d.材料、施工和质量检验尚应符合砼结构工程施工及验收规范（GB50204-92）；e.面层与基层的结合必须牢固、无空鼓。.水泥砂浆面层：a.检查原料：砂：中砂或粗砂含泥量不应大于3%，水泥宜用硅酸盐水泥或普通硅酸盐水泥，标号不低于425号，水泥砂浆配合比应满足设计规范要求；b.检查施工过程：水泥砂浆必须拌合均匀，颜色一致，应随铺随拍实，抹平工作应在初凝前完成，压光工作在终凝前完成；c.检查防裂措施：在管道等产生局部过薄处，应采取防裂措施，可用细铁丝网铺于该处后再施工；d.面层与基层的结合必须牢固无空鼓。.水磨石面层：a.检查原料：石粒应坚硬可磨，粒径414mm，水泥标号不低于425 号，水泥中掺入颜料宜为水泥重量的3%6%，或由试验确定；b.检查配合比：拌合料的配合比宜用1:1.5 1:2.5（水泥:石粒）厚度除特殊要求外，精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 7 页，共 17 页文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4C8文档编码:CG10K4P5P5X3 HD4S5H2Q5O6 ZX9E9W10F4