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1、住宅工程质量常见问题专项治理技术措施管理措施：1.公司严格按照工程建设施工企业质量管理标准GB50430的规定，建立健全企业质量保证体系，建立企业内部质量监督检查和考核机制，对企业所承揽的各项工程项目的施工进行全过程的质量管理。2.按照关于在全市住宅工程建设中推行样板施工作业方法的通知文件要求，工程开工时，每个工程都要在施工现场制作样板间或样板示范区，以施工样板引路，指导施工作业人员严格按标准化实施作业。3.对易发生常见问题的分项工程、关键工序和关键部位，各项目技术负责人要对施工人员进行技术交底；现场质量检查员应加强施工过程的质量检查，不符合要求的检验批、分项工程不得验收和进入下道工序施工。4
2、.认真做好检验批、分项、分部工程验收工作。严格材料进场的质量验收，不符合设计和产品标准要求的材料严禁使用到工程上。特别要加强工序与工序之间检验批的质量验收，保证分项、分部工程到达合格标准。在工程施工中，严格执行工程质量常见问题防治技术措施，使工程质量常见问题得到有效的治理。技术措施：根据工程施工特点，编制工程质量常见问题预防技术措施：一、屋面渗漏原因分析：1.保温层厚度不够，找平层水泥砂浆配比不准确，强度不足找平层压光不实，养护不好，面层酥松、起砂、起皮等。2.找平层不做界格，不留通气道、通气口。3.屋面坡度小特别是女儿墙根部、天沟和泄水口处。4.突出屋面的烟囱、管道、上人孔、变形缝、高低跨处
3、、女儿墙根部弧度不好，泛水高度不够，防水卷材封口不好。5.部分工程女儿墙、高低跨处仍采用留挑檐泛水老做法。6.屋面防水层厚度不够。预防措施：1.所用原材料应符合国家规定标准和施工标准要求。2.保温层厚度必须符合设计要求，假设设计无要求时，保温层最薄处女儿墙部位、泄水口部位不能小于100mm，应用块状保温材料，不允许用现场珍珠岩的做法。3.找平层水泥砂浆要严格控制水泥用量，水泥与砂的比例不能大于 13,找平层要适时压实、压光，并及时养护，养护时要有保湿措施，抹找平层时要留置分格缝，缝宽为20mm，分格缝间做排气道时宜为30-40mm，排气道间距为6m纵横设置，相互文档编码:CZ2D4K10R6F
4、5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1
5、 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文
6、档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R
7、6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1
8、Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S
9、4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K1
10、0R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4连通，并于大气连通的排气管相通，排气管设在排气道纵横交叉处，排气管应用D75mm 的金属管制作，上部有防水帽，铺贴防水层时，排气道应做附加层。4.抹找平层时必须严格控制排水坡向和坡度，坡度应不小于2%，泄水口处要明显低于大面。5.突出屋面的上人孔、烟囱、管道、变形缝、高低跨，女儿墙根部必须做好凹
11、面弧，不得出现直角。泛水高度不得小于250mm，防水材料要埋入凹槽内固定密封，墙体为砼时，收头可用金属压条钉压牢固，凹槽抹灰时，要预先抹 1-2 次厚与女儿墙立面抹灰一次成活，抹到凹槽下平，不得先抹女儿墙灰，再抹堵凹槽灰，以免形成水平裂缝。突出层面的管根部位防水材料高度不宜小于 250mm，封口处要用金属箍固定，变形缝包括伸缩缝、沉降缝和抗震缝，三者做法基本相同，装饰前要认真清理变形缝内的杂物，清理感觉后，变形缝内宜填充泡沫塑料或沥青麻丝，并用防水材料封盖，顶部加扣混凝土盖板或金属盖板，金属盖板加工时咬口，并充分考虑变形缝的大小留置变形补偿。文档编码:CZ2D4K10R6F5 HT1U8Y8E
12、1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8
13、S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K
14、10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y
15、8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8
16、H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D
17、4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U
18、8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S46.根据标准规定泛水今后不宜采用外挑6cm的老做法，上人屋面或刚性防水屋面，施工时与山墙、女儿墙以及突出屋面结构交接处，留置缝隙并做柔性密封处理。7.防水卷材的粘结材料，每层厚度不小于1mm 面层厚度不小于 2mm。8.工程竣工前屋面必须做24 小时蓄水实验，观察有无渗漏，检查结果应甲、乙双方负责人签字盖章及监理人
19、员列入竣工资料存档。二、地面下沉原因分析：1.回填土料含有大量有机杂质和大块。2.填土未按规定厚度分层回填夯实，或底部松填，仅外表夯实，密实度不够。3.房心处局部有软弱土层或地坑、坟坑、积水坑等地下坑穴，施工时未处理或未发现，使用时超重造成局部塌陷。预防措施：1.对房心原自然软弱土层进行处理；有机杂质清理干净，地坑、坟坑、积水坑等进行认真处理。文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码
20、:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5
21、 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1
22、ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档
23、编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6
24、F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z
25、1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4
26、文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S42.选择符合要求的土料回填；按所选用的压实机械性能；通过实验确定含水量控制范围内，每层铺土厚度、压实遍数、机械行驶速度；严格进行水平分层回填、压夯实；加强现场检验，使其到达要求的密实度。3.回填前，将槽中积水排净；淤泥、松土、杂物清理干净；回填土按要求采取严格分层填、夯实；控制土料中不得含有直径大于 5cm 的土块，及较多的干土块；严禁用水沉法回填土。三、楼地面空鼓裂形成原因及预防措施：1.由于铺细石混凝土之前基层不干净。如有水泥浆皮及油污，或刷水泥浆结合层时面积过大用扫帚扫、甩浆等都易导致面层空鼓。2.由于混凝
27、土的坍落度过大滚压后面层水分过多，终凝前尚未完成抹压工序，造成面层结构不紧而开裂。当面层灰面吸水后，用木抹子用力搓打、抹平，将干水泥砂拌合料与细石混凝土的浆混合，使面层到达结合紧密。3.由于水泥标号不够或使用过期水泥、水灰比过大抹压遍数不够、养护期间过早进行其他工序操作，都易造成起砂现象。在抹压过程中撒干水泥面 应撒水泥砂拌合料 不均匀，有厚有薄，外表形成一层厚薄不匀的水泥层，未与混凝土很好的结合，会造成面层起皮。文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D
28、4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U
29、8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7
30、S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ
31、2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT
32、1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7
33、Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:
34、CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S44.养护不好。面层抹压完24h 后有条件时可覆盖塑料薄膜养护进行浇水养护，每天不少于2次，养护时间一般至少不少于7d房间应封闭养护期间禁止进入。防止造成强度不够及外表起砂现象。四、地下室渗水原因分析：1.防水材料不合格，防水层现场成品保护不好、破损。2.混凝土振捣不密实，施工缝、变形缝、止水带设置不合理。3.预留的穿墙管道、洞口处处理不当。4.固定模板的拉筋无止水环或止水环焊接不好。预防措施：1.严格控制防水材料的质量，合理选用防水材料。混凝
35、土配合比的设计必须满足设计防水等级，不得边施工边试配。2.防水层施工完毕后，要注意现场保护，在绑扎钢筋、支撑模板工序过程中不得破坏防水层。3.地下室混凝土施工缝、变形缝的留置，要严格按照图纸和标准要求施工，如图纸无明确要求时，地下室底板与防水墙的施工缝应留在高于底板标高300左右的位置，并设置金属止水文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E
36、1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8
37、S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K
38、10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y
39、8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8
40、H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D
41、4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U
42、8Y8E1Z1 ZE7Q7S8H8S4带，变形缝处设置专用的橡胶止水带。4.预留的穿墙管道、洞口等，施工位置、标高要准确，在施工时要留置金属套管，套管四周要焊止水环，套管内要用柔性防水材料填塞严密。5.管道安装前对预留洞周边要进行凿毛处理，堵孔必须用膨胀细石混凝土。厨房、卫生间做面层前要认真核查地面坡度、坡向、高差、地漏高度，并作蓄水试验，确认无渗漏后方可进行面层施工。该项核查资料为隐蔽验收的主要内容，列入保证资料内容存档。五、外墙面渗水原因分析:1.砌体的砌筑砂浆不饱满、灰缝空缝，出现毛细通道形成虹吸作用，外墙饰面抹灰厚度不均匀导致收水快慢不均，抹灰易发生裂缝和脱壳，分格条底灰不密实有砂眼，
43、造成墙面渗水。2.门窗口与墙连接密封不严，窗口上部未设鹰嘴和滴水线；室外窗台板高于室内台板，室外窗台板未作顺水坡而导致倒水现象。文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 Z
44、E7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编
45、码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F
46、5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1
47、 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文
48、档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R
49、6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S43.后塞口窗框与墙体之间没有认真堵塞和嵌抹密封膏或窗框保护带没撕净，导致渗水。4.脚手眼及其他孔洞堵塞不当。5.外墙基层抹灰厚度不够强度
50、不够。6.外墙面层空裂贴面材料勾缝不密实。预防措施：1.组砌方法要正确，砂浆强度符合设计要求，坚持三一砌砖法。2.对组砌中形成的空头缝应装饰抹灰前将空头缝采用勾缝方法修整。3.饰面层应分层抹灰，分格条应在初凝后取出，注意压灰要密实，严防有砂眼和龟裂。4.门窗口与墙体的缝隙，应采用加有麻刀的砂浆自下而上塞灰压紧；勾灰缝时压实，防止有砂眼和毛细孔而导致虹吸作用；假设为铝合金和塑钢窗应填塞保温材料，缝隙封堵防水密封胶。5.门洞口的上部应设置鹰嘴或滴水线；室外窗台板必须低于室内窗台板并做成坡度利于顺水。文档编码:CZ2D4K10R6F5 HT1U8Y8E1Z1 ZE7Q7S8H8S4文档编码:CZ2D