地下车库地面金刚砂施工专业技术方案.pdf

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1、孙村 1#地居民回迁楼车库地面施工专项方案编制：审核：审批：江苏省建工集团孙村1#地工程部1、工程简况本工程为村内 1#地工程的地下车库地面，建筑面积约30000。2、编制依据本工程工程招标文件。河北名嘉建筑设计院提供的建筑施工图、结构施工图纸。建筑工程施工质量验收统一标准-（GB50300-2013）建筑地面工程施工质量验收规范-（GB50209-2010）建筑装饰装修工程施工质量验收规范-（GB50210-2013）3、地下车库地面设计做法考虑到地下车库面积较大，总面积30000m 2，先浇 70mm 厚 C25细石混凝土，然后再做金刚砂耐磨地面。具体做法如下：(1)1-2厚金刚砂耐磨骨料

2、，混凝土初凝时均匀撒布。(2)70厚 C25细石混凝土随捣随抹光（设置分仓缝间距4m）；(3)刷素水泥浆结合层一道；(4)钢筋混凝土现浇底板；4、施工准备4.1.技术准备4.1.1.编制地下车库地面专项施工方案，报分公司审核批准后，报监理、甲方审批后再实施。4.1.2 由技术部门组织相关人员会审图纸，集中统一解决图纸不明确的地方及某些细部的做法。4.1.3 编制好材料需用计划和进场计划及材料做好检验、实验计划。文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V

3、2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C

4、8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10

5、U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9

6、L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF1

7、0I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F

8、2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编

9、码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N54.1.4 地坪工程施工前，由技术部门组织相关人员进行三级交底，明确相关分项工程质量、工期、文明施工要求。4.2 现场准备4.2.1 工程施工前，安排好抹光机、铁抹子、（或塑料抹子）、切割机、汽油、电源、照明、水源等材料、料具堆场和加工场地。4.2.2 地下室内墙面已弹好+100cm水平线。4.2.3 埋在地面的线管已做完隐检手续。地面已清理干净。4.

10、2.4 金刚砂材料：（耐磨金刚砂型）混凝土表面耐磨材料混凝土表面耐磨材料为北京超硕新型材料有限公司开发监制，以金钢砂、高强耐磨水泥及耐磨助剂配制而成，具有高强、耐磨、无锈蚀、环保等特性。4.2.5 选派施工经验丰富、人员稳定、工人素质较好的作业班组进入本分部工程施工。施工前，工程部作好入场安全教育、施工技术交底、安全技术交底及工程部管理制度等各项教育、交底制度；5、施工工艺基层清理 测量放线做找坡灰饼 洒水湿润 刷素水泥浆结合层70 厚 C25细石砼面层随捣随抹铺撒耐磨材料抹光机压实铺撒耐磨材料抹光机压实、收光养护 分仓缝放线（44m）、机械切割缝 缝内嵌油膏 养护 验收6、施工部署6.1 浇

11、筑分区底板混凝土浇筑采用混凝土输送泵，按照地下室防火分区进行分块浇筑，负二层分5 个区，负一层分 7 个区，共分为 12 个部分，各个分区独立进行浇筑。各防火分区序号见附图。文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编

12、码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V

13、2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C

14、8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10

15、U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9

16、L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF1

17、0I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F

18、2N56.2 泵管布置地下室施工阶段混凝土输送泵管沿各防火分区旁的采光井或地下车库出入口边向下并进行固定，在车库内水平布置引到作业面。7、细石混凝土面层施工方法7.1 基层处理：先将灰尘清扫干净，然后将粘在基层上的垃圾铲掉，（如有油污污染地面，需用碱水将其刷掉，最后用清水将基层冲洗干净）。7.2 抹灰饼、放钢筋网片：按照墙、柱面上弹出+100cm水平标高线，测量出地面面层的水平线，弹在四周墙、柱面上。用与细石混凝土相同配合比的拌合料抹灰饼，横竖间距1.52.m，灰饼上标高就是找坡层面层标高。7.3 浇筑细石混凝土7.3.1 地面细石混凝土浇筑：将搅拌好的细石混凝土浇筑到地面基层上，紧接着用 2

19、m长刮杠顺着灰饼刮平，如有凹处及时用混凝土填平；用平板振荡器进行振捣。7.3.2 抹面层：细石混凝土初凝后，撒一层干拌水泥砂(1：1=水泥：砂)拌合料揭面，撒匀再用2m长刮杠刮平，(操作时均要由内往外退着走)。当面层灰面吸水后，用铁抹子抹平，将干水泥砂拌合料与细石混凝土的浆混合，使面层达到结合紧密。7.3.3 骨料：a:为确保地面工程质量每天浇注混凝土的面积不得大于1500平M。b:混凝土强度不得小于C25不得加早强剂。有良好的和易性，混凝土表面能起浆，为减少泌水，应严格控制混凝土水灰比（不高于0.5）和坍落度（不大于14cm）。振捣棒充分振捣，确保混凝土密实，用钢磙等压平。由于耐磨层的厚度只

20、有 1.5 2.5mm，所以耐磨地面的平整度取决于混凝土的平整度。缩水后的文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P

21、3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8

22、HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4

23、H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6

24、 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I

25、7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N

26、5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5平整度为 5mm,混凝土初凝前，人踩上去留下34mm 痕迹且表面无明水时，进行下步工序。根据施

27、工面积计算好用量，每平M5kg耐磨骨料,将规定用量耐磨材料，按先边角、阳光直晒和风口部位，再由前往后依次均匀铺撒于混凝土面层。铺撒耐磨材料时施工人员应穿软质平底鞋。当耐磨材料吸收混凝土中水分返潮时，用抹光机压实。边角、阳光直晒和风口部位的混凝土面层水分蒸发快，易干燥、硬化，应先用塑料抹子搓平提浆，再用铁抹子压光。大面积施工则采用抹光机，由前往后、左右往复充分压实。当混凝土面层已干燥则必须立即用抹光机对其强行提浆（同时可少量洒些水），稍事后用抹光机往复压实。7.4 养护：面层抹压完24h 后进行浇水养护，每天浇水2 次。7.5 分仓缝放线：在混凝土浇筑终凝以后可以进行分仓缝放线，按44m间距弹线

28、，在柱中线留设缝深30mm、宽 5mm 的分仓缝，柱与柱间留设缝深30mm、宽 5mm 的分仓缝，并在柱四周距柱100mm 留设缝深 30mm、宽 5mm 的分仓缝，全部用填缝剂填充。7.6 机械切割分仓缝：面层完工3 天左右应及时进行切缝处理，以防止混凝土裂缝的产生。按设计要求在地面弹出分格线，调整切缝机切割深度，按分割线标志进行切割。对墙根，柱根等部位切割不到的部位以及顶头缝部位，改用云石机切割。7.7 分仓缝内嵌油膏，嵌油膏前必须用气泵对分仓缝进行清理，清理干净以后方可以嵌油膏。7.8 质量验收标准文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编

29、码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V

30、2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C

31、8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10

32、U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9

33、L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF1

34、0I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F

35、2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N57.8.1 保证工程：面层的材质、强度(配合比)和密实度必须符合设计要求和施工规范的规定。面层与基层的结合必须牢固，空鼓面积必须规范允许范围内。7.8.2 基本工程：面层表面洁净，无裂纹、脱皮、麻面和起砂等现象。地沟坡度符合设计要求，沟内无积水、保证水能够流

36、入集水坑内。7.8.3 允许偏差工程：表面平整度 5，用 2m靠尺和楔形塞尺检查。8、注意事项8.1 在操作过程中，注意运灰双轮车不得碰坏门框及铺设在基层的各种管线。8.2 面涂养护：面涂施工完成后所有进入地下车库的通道要全部封闭，并在通道口挂上明显“禁止入内”的标志牌，同时施工方安排专人值班看管，三天内禁止上人，7 天以内不可与水、酸、碱等化学物品接触，若不慎沾涂，应立刻用干布擦干净。8.3 面层养护时间符合要求可以上人操作时，防止硬器划伤地面。8.4 基层混凝土必须振捣密实，并用刮扛找平至地面水平标高。8.5 分隔缝的切割应在耐磨地面施工完23 天内进行，太早易对地面造成损坏，太晚则混凝土

37、已产生裂缝。8.6 每道工序严格进行自检和复检，不合格不进行下道工序。8.7 对工人进行施工前的技术培训和安全教育，严格遵守施工现场的各项规定。与甲方、监理人员保持密切合作。8.8 严格控制电器开关，由专人负责看管。文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H

38、6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6

39、ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7

40、X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5

41、文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:C

42、V3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3

43、G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 H

44、N10U4H6N9L6 ZF10I7X6F2N59、质量通病防治9.1 空鼓、裂缝9.1.1 基层清理不彻底、不认真：在抹水泥砂浆之前必须将基层上的粘结物、灰尘、油污彻底处理干净，并认真进行清洗湿润，这是保证面层与基层结合牢固、防止空鼓裂缝的一道关键性工序，如果不仔细认真清除，使面层与基层之间形成一层隔离层，致使上下结合不牢，就会造成面层空鼓裂缝。9.1.2 涂刷水泥浆结合层不符合要求：在已处理洁净的基层上刷一遍水泥浆，目的是要增强面层与基层的粘结力，因此这是一项重要的工序，涂刷水泥浆调度要适宜(一般 0.4 0.5 的水灰比)，涂刷时要均匀不得漏刷，面积不要过大，砂浆铺多少刷多少。一般往往是

45、先涂刷一大片，而铺砂浆速度较慢，已刷上去的水泥浆很快干燥，这样不但不起粘结作用，相反起到隔离作用。9.2 地面起砂9.2.1 养护时间不够，过早上人：水泥硬化初期，在水中或潮湿环境中养护，能使水泥颗粒充分水化，提高水泥砂浆面层强度。如果在养护时间短强度很低的情况下，过早上人使用，就会对刚刚硬化的表面层造成损伤和破坏，致使面层起砂、出现麻坑。因此，水泥地面完工后，养护工作的好坏对地面质量的影响很大，必须要重视，当面层抗压强度达5MPa时才能上人操作。9.2.2 使用过期、标号不够的水泥、水泥砂浆搅拌不均匀、操作过程中抹压遍数不够等，都是造成起砂现象。9.3 面层不光、有抹纹：必须认真按前面所述的

46、操作工艺要求，用铁抹子抹压的遍数去操作，最后在水泥终凝前用力抹压不得漏压，直到将前遍的抹纹压平、压光为止。文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X

47、6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文

48、档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV

49、3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G

50、2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN10U4H6N9L6 ZF10I7X6F2N5文档编码:CV3V2P3G2C8 HN