2021年光明路彩色透水地面施工方案山东.pdf

光明路彩色透水地面施工方案山东光明路彩色透水地面施工方案(山东)光明路彩色透水地坪施工方案工程名称：彩色透水地坪工程施工单位：烟台市和祥海绵建筑地坪工程有限公司编 制 人:孙吉杰彩色透水地坪施工方案彩色透水混凝土地坪是一种多孔、轻质、无细骨料的高承载混凝土产品，是由粗骨料、强化剂、稳定剂、增强剂、分散剂等外加剂和表面包覆一层胶结密封剂相互粘结而形成孔穴均匀分布的蜂窝状结构的，故具有透水、透气、散热、高承载的特点；透水混凝土作为绿色环保型和生态型的道路材料，经过色彩搭配，地坪整体美观，透水效果好，雨水收集充分，具有良好的经济效益和生态环境效益，同时透水混凝土具有吸声降噪、抗洪涝灾害、缓解城市的“热岛效应”、散热除冰化雪等作用；对于恢复不断遭受破坏的生态环境是一种创造性的材料。一、进场前准备：A.骨料：骨料强度要符合国家标准，要求粒径均匀、无过多粉尘。选择骨料的最大粒径不能超过透水混凝土施工断面厚度的1/4；B.水泥：强度等级必须为统一品牌符合国家标准的,普通硅酸盐水泥；C.胶结料：是矿物添加料，是提高砼强度的必要材料。其细度在0.10.5 的颗粒达到 85%以上，硅含量在94%以上，是一种高细度分散性极好的矿物添加料，其颗粒可以均匀填充到水泥颗粒之中，使水泥胶结更充分、更密实，大大提高透水砼强度。透水砼的塌落度和水灰比都极小、流动性差，加入胶结料可以大大提高透水砼的粘稠度改良砼和易性，使其在施工时更容易操作，以确保面层的平整度和快速施工的要求。D.浓缩染料：为有色无机粉料，与水泥搅拌后可使其带有颜色。提高混凝土的高性能承载及颜色的均衡性，达到耐久性的要求。确保不褪色，不变色，不脱落的最佳效果。在使水泥拥有各种颜色的同时提高砼的强度。G封闭剂：在透水混凝土表面喷涂固化封闭剂，使透水混凝土达到色泽光亮，增强其耐久性、耐磨性、抗冻性、抗酸碱性的效果。机械：强制式搅拌机、混凝土滚平机、振动压实机、运输车、铲车、手推车、路面切割机、喷涂机。工具：平铁锨、耙子、墩锤、手锤、铝合金刮尺、3m直尺、水准仪、经纬仪、钢尺、橡皮锤、小线、40-50kg 压辊、喷水壶、压板等 A、透水砼下面的结构层或基础已施工完并经验收合格。B、水平标高控制线已测完并经预检合格。C、设置在砼层中的井座已完并经验收合格。D、基础盲沟及排水系统验收合格。E、其他设施安装到位或预埋工作验收合格。F、路沿石或界隔石安装完毕验收合格。G、绿化种植土回填、铺设或种植基本结束验收合格。H、非透水基层（垫层施工）完毕验收合格。A、砼配合比已试配确定。B、根据设计要求结合现场具体条件进行艺术地坪深化设计，图案、承载厚度及重量、颜色需得到业主认可签字为准。C、大面积施工前，按选定的颜色做出样板。D、如透水砼基础施工由第三方操作，双方施工人员必须密切配合，相互协调；完成做好透水砼施工前的交接工作。E、注意天气变化，避免雨天和大风天（即6 级以上含 6 级）施工，温度较高应避开中午高温时间；进入冬季连续5 天气温低于 5 摄氏度应停止施工。F、对操作人员进行施工技术及安全技术、进度要求、质量要求、成品保护保养要求的交底。二、透水砼施工 1、施工测量：a、测量放线；b、应严格按照图纸设计要求布设控制线和轴线；c、开工测量：开工前测量人员首先熟悉图纸作好交接工作。对甲方提供导线点和水准点加固保护，进行钉桩、定点布控，并作好点标记。文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2 d、测量资料由专人负责，并及时对基线进行复核，如有较大的变化请监理认可后使用。2、透水混凝土搅拌、运输：a.现场搅拌站的建立:原材料的堆放按照方便上料、最节省空间为原则进行放置。搅拌机占地约20m2，原材料储备的数量至少为每天施工数量的3 倍，各种助剂需有库房存放。搅拌站占地约300 m2。b.现场搅拌工艺及运输。计量：配合比严格按设计要求执行，为了计量快捷，可在第一次称量后在车、桶里画上明显标线，但每次仍须称量。搅拌：将物料放入搅拌机里搅拌，搅拌一分钟后视拌合物的工作性适当加水，直到拌合物达到要求为止。运输：拌合物由工程车或手推车运至施工地点；运距不得超过2 公里。4、透水混凝土铺筑：A.基础透水砼摊铺基础透水砼在摊铺时，先由人工处理平整。此时的摊铺高度要高于设计摊铺高度10mm(砼厚会因密实而使其高度下降，下降高度约10mm);再用平板振动器振捣；基础透水砼标高一般以两侧道牙石或模板为参考，来控制道路中部透水砼与两侧保持水平。透水砼基础与面层摊铺要同步进行，如间隔超过30 分钟要注意做好界面处理，界面处理时要采用接浆的方法，严禁将水泥浆直接泼洒在透水基础层上。如基础摊铺时间过长(2 小时以上)未进行面层摊铺的，要在基础混凝土上进行有效覆盖，避免透水混凝土失水影响强度。B.面层透水混凝土的摊铺（注：面层透水混凝土搅拌要严格按我公司所提供透水砼的配合比进行操作：搅拌时骨料、水泥、水、胶结料、浓缩燃料、等添加方式和顺序要严格按规范执行。）人工将透水混凝土粗摊平，整平次数不得低于3 次，确保透水面层达到理想的密实状态。尽量缩短面层透水砼的操作时间；施工时间过长，在人工收面环节会导致骨料之间不易粘结，从而降低施工效率；因此必须采用摩擦整平机和收面机及时与摊铺压实同步进行。文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2人工进行面层补料。5、路面切缝：透水混凝土路面养护7 天后开始切缝。a.缩缝间距 6m，缝宽5-8mm，缝深不小于混凝土厚的1/3（缩缝应在混凝土强度达到设计强度的25%30%时完成）。b.胀缝间距 18m，缝宽15-20mm，缝深贯穿混凝土，达到级配沙石层；（露骨料透水砼膨胀缝事先预留可用专用开槽工具人工进行开槽处理（合理设置膨胀缝，胀缝要求贯穿透水混凝土，达到土层，胀缝宽度15-20mm，间距 c.与其它工作面（基础不同）、建筑立体交接处，设置沉降缝，缝宽15-20mm，缝深贯穿混凝土，达到级配砂石层；6、喷涂封闭剂：以上所有的工序施工完毕后，采用高压清洗机对透水混凝土的表面进行清洗，表面干燥 24 小时后即可进行喷涂封闭剂，刚喷涂完的地面周围应设置保护栏或醒目明示警告语，勿使行人、车辆入内，避免造成表面污染或损毁未干的封闭剂涂层；透水混凝土强度符合要求后方可通行使用。透水混凝土养护期一般为28 天或按照同条件的600 度为基本养护要求。7、特殊天气条件下的施工：在雨季经常会遇到雨水天气，雨天施工应做好以下的措施。a.准备正常一天施工面积的塑料布或彩条布。b.防雨篷搭设应有足够高度，便于进行施工。c.摊铺中遇到阵雨时，应立即用塑料布覆盖尚未硬化的混凝土路面。d.被暴雨冲刷的路面，应尽早铲除重铺。e.降雨后再开工前，排除路面基层积水再进行施工。烟台市和祥海绵建筑地坪工程有限公司 2021年 5 月 20 日文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2文档编码:CH10K4A5K5R4 HC9E7W9D9S1 ZQ6M9H10U4I2