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1、目录1 编制说明.1 1.1 编制依据1 1.2 编制原则1 1.3 适用范围2 2 工程简况.2 3 人员、机械设备.2 3.1 管理人员组织2 3.2 劳动力组织2 3.3 主要机械设备3 4 材料 .4 5 施工安排.4 6 施工方案.5 6.1 施工准备5 6.2 工艺流程5 6.3 施工工艺6 6.4 质量标准9 7 质量保证措施.10 7.1 质量保证体10 7.2 施工现场质量管理10 8 安全保证措施.12 8.1 安全保证体系12 8.2 施工现场管理12 8.3 机械操作安全技术要点13 8.4 施工用电安全保证技术要点13 9 文明环境保证措施.14 9.1 环保施工保证
2、措施14 9.2 文明施工保证措施15 10 其它要求.15 10.1 混凝土供应15 10.2 圆角 17 10.3 照明和用水17 10.4 施工缝 17 10.5通道的施工.17 10.6 面裂缝的控制17 10.7 裂缝修复方案18 金刚砂耐磨地面施工方案1 编制说明1.1 编制依据1.1.1 施工图纸中国机械工业第三设计研究院施工图纸。1.1.2 规范和标准(1)建筑工程施工质量验收统一标准（GB 50300-2001）(2)建筑地面工程施工及验收规范（GB 50209-2002）(3)建筑机械使用安全技术规程（JGJ33-2001）。(4)建筑施工安全检查标准（JGJ59-2011
3、）。(5)施工现场临时用电安全技术规范（JGJ46-2005）。1.2 编制原则确保技术方案针对性强、操作性强；施工方案经济、合理。坚持技术先进性、科学合理性、经济适用性与实事求是相结合。根据周边环境及工期要求等条件选择最具实用性的施工方案和机具设备。1.2.1 技术可靠性原则根据本工程特点，依据类似工程施工经验，选择可靠性高、可操作性强的施工技术方案进行施工。1.2.2 经济合理性原则针对工程的实际情况，本着可靠、经济、合理的原则比选施工方案，施工过程实施动态管理，从而使金刚砂耐磨地面工程施工达到既经济又优质的目的。文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G
4、1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3
5、B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5
6、Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O
7、3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9
8、Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10
9、W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G
10、3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V81.2.3 环保原则施工前充分调查了解工程周边环境情况，紧密结合环境保护进行施工。施工中认真作好文明施工，减少空气、用水、噪音等污染。1.3 适用范围本施工方案适用于三环襄轴工业园N31.N41.N51厂房金刚砂耐磨地面工程施工。2 工程简况三环襄轴工业园N31、N41、N51厂房位于襄阳市邓城大道。总建筑面积28588 平方 M。所有车
11、间地坪素土夯实，压实系数0.90 以上，200 厚水泥稳定层，200 厚 C25砼基层，面层采用金属骨料金刚砂。3 人员、机械设备3.1 管理人员组织管理人员配置见附表3-1 表 3-1 管理人员配置序号姓名职务工作内容1 王艳庆工程部经理施工总负责2 吴正颜工程总工技术负责人，负责施工现场技术管理工作，对工程质量、安全、生产负责。负责技术方案审核、报审、技术培训。3 华天理工程副经理组织现场施工生产，负责物资、设备调配。4 罗成测量员负责现场控制点移交，轴线、标高复测、定位，控制结构高程、平整度。5 庞春林技术员做好技术服务，工程报检、过程记录。3.2 劳动力组织劳动力配置见表 3-1 文档
12、编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F
13、2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A
14、8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8
15、文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P
16、5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S
17、8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1
18、V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8表 3-2：劳动力配置表序号工种人数工作内容1 班长2 负责协调指挥各工序的操作，控制金刚砂耐磨地面等安全、质量，排除施工中的各种故障。2 技术负责人1 负责现场技术指导和检查，结果施工中出现的问题，监督和控制施工工艺的实施，负责地坪的质量工作。3 泥工20 负责现场
19、混凝土浇筑、振捣、抹平、养护4 面层工人18 负责金刚砂撒布、打磨、固化剂喷洒、研磨5 机操工6 负责整平仪、打磨机、研磨机、翻斗车、切割机等设备的操作6 水电工1 负责施工现场照明、水管安装等7 机电维修工2 负责所有设备的维修和检修8 木工12 负责模板安装9 杂工7 负责混凝土养护、覆盖、基底杂物清理等3.3 主要机械设备机械设备主要投入计划详见表3-3：拟投入的机械设备计划表表 3-3：拟投入的机械设备计划表序号设备名称用途数量备注1 激光整平仪混凝土整平、控制高程1 2 平板振动器混凝土平面振捣12 手动式，4 台备用3 打磨机混凝土表面打磨、压光4 其中1 台为坐式，1 台备用4
20、吸水机吸取表面多余水分1 5 抛光机固化剂施工后，表面抛光1 增加亮度6 研磨机固化剂施工后，表面研磨1 增加表面光滑度文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3
21、O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK
22、9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR1
23、0W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3
24、G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:
25、CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 H
26、R10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V87 切割机伸缩缝切割3 8 插入式振捣器混凝土内部振捣5 2 台备用9 砼运输车砼运输8 10 翻斗车运输车无法到达，转运砼4 11 模板加工、
27、安装设备模板安装12 其它辅助设备4 材料4.1 金刚砂：采用西卡牌金属耐磨骨料，要求产品必须具有出厂证明材料、合格证等内容，要求供应商提供授权委托书等相关资料，报监理和业主审批后方可用于本工程。根据设计要求每平方M用量为 5kg，而进场的袋装金刚砂每袋25kg，地坪混凝土施工之前，先核算预备浇筑的部分需要的金刚砂袋数，现场控制使用量。4.2 固化剂：采用西卡牌液态固化剂，要求产品必须具有出厂证明材料、合格证等内容，要求供应商提供授权委托书等相关资料，报监理和业主审批后方可用于本工程。根据设计要求每平方M用量为 0.35kg，在使用之前，先核算预备使用的部位需要的数量，以控制现场使用量。4.3
28、 混凝土：设计要求采用普通硅酸盐水泥、黄砂、自来水、级配卵石、粉煤灰和外加剂拌和的 C25水泥混凝土。4.4 模板：设计要求地坪厚度为200mm，要求采用18#槽钢作为模板进行安装，对模板的表面平整度、刚度以及顺直情况进行检查。5 施工安排根据对总工期的要求、施工图纸以及施工队伍的实际施工能力，对施工顺序、部位、时间安排等进行总体规划，具体如下：要求施工队伍必须上报施工进度计划，按照图纸上的分区进行编号，根据施工计划对应相应的编号（详施工编号图），按照从内到外、先生产区后通道的顺序进行施工。施工队要根据安排，提前通知次日计划要施工的区域或部位，由工程部安排模板文档编码:CK9Q3B8P5F2
29、HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8
30、ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档
31、编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F
32、2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A
33、8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8
34、文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P
35、5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8安装、混凝土计划以及报检，根据计划计算材料的需用量，提前安排水、电以及人员值班。根据施工工期要求和施工能力，确定每日施工面积为15002000m 2，施工总顺序为：N51厂房、N31厂房、N41厂房。时间安排：大的方向：开始施工至2 月 10 号完成 N51 厂房；N31、N41 地面暂不施工；小
36、的方向：每日尽量安排早上施工混凝土，傍晚施工金刚砂面层、6 天以后施工固化剂。由于该项工作的重要性，要求施工队伍必须先施工一小块区域，由工程部、监理、业主对施工工艺、效果进行验证，达到要求后方可进行大面积施工。6 施工方案6.1 施工准备6.1.1 技术准备(1)认真熟悉建筑施工图纸，根据设计图纸要求和国家现行规范及工艺规程编制施工方案并向班组进行技术交底，进行样板段的施工。(2)由业主、监理、施工方共同做好金刚砂材料的选样、订货工作，并及时报监理、业主审核批准。根据设计图纸要求，提前做好砼的安排工作。(3)地坪下水稳层压实，按设计标高设置模板，用水准仪随时检测模板标高，对偏差处用楔形块调整。
37、(4)按规范要求，按纵横轴线分仓分隔缝。6.2 工艺流程工艺流程见下图文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR
38、10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS
39、3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码
40、:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2
41、HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8
42、ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档
43、编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8金刚砂耐磨地坪施工工艺流程图6.3 施工工艺6.3.1 测量放样依建筑物结构基准墨线（如墙面50cm线），用水准仪在地坪浇筑区域内定出水稳层预定(混凝土预定)浇筑厚度，设置水平高程标记，并认真复
44、核，控制最大凹凸偏差在：极值 10(mm)，代表值-20(mm)。6.3.2 水稳层铺筑、模板安装水泥稳定层在摊铺前要对基层的质量进行复验，符合分项工程质量要求后，方施工准备（人员、机械设备、材料）水稳层验收、模板安装浇筑混凝土初凝激光整平、提浆局部人工整平、拉浆撒布第一遍金刚砂（50%）撒布第二遍金刚砂（50%）打磨 34 遍切缝（24 小时后）养护喷洒固化剂(6 天后）嵌缝清除水分及灰浆完工、保洁、清场文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P
45、5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S
46、8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1
47、V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B
48、8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y
49、4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3
50、G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q3B8P5F2 HR10W5Y4S8A8 ZS3G3O3G1V8文档编码:CK9Q