地下室顶板岩棉板保温施工方案(内容全面-完美模板).pdf

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1、工程名称：综合改造工程编号：致：公司(监理单位)我方已根据施工合同的有关规定完成了地下室顶板岩棉板保温施工方案的编制，并经我单位技术负责人审查，请予以审查。承包单位（章）项 目 经 理日期专业监理工程师审查意见：专业监理工程师日期总监理工程师审核意见：工程监理机构（章）总监理工程师日期地下室顶板岩棉板保温施工方案批准：审核：编制：2015 年 3 月文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文

2、档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z1

3、0P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4

4、U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H

5、3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5

6、Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9

7、D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R

8、4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3地下室顶板岩棉板保温施工方案一工程简况拟建建筑为双塔楼形式、混凝土框架核心筒结构、桩（混凝土灌注桩）筏基础，总建筑面积8 万，南北为塔楼，中间为4 层裙房，地下2 层，地上22 层，建筑高度90M。地下二层为人防和车库，层高为3.90M，地下一层为车库，层高5.5M。本工程总建筑面积80750.62 平方 M；其中地上面积68493.36 平方M；地下面积1225.26平方 M。二编制依据(1)建设节能工程施工质量验收规范GB504112007(2)建筑工程施工质量验收统一标准GB50300 2001(3)

9、建筑装饰装修工程质量验收规范GB50201 2001(4)施工图纸(5)国家、地方、行业现行法律、法规三施工准备3.1 机具准备（1）主要机具水桶，剪刀，铲刀，手提式搅拌器，手推车，塑料桶，铁锹，铲刀，脚手架、锯齿型批刀，平口批刀，美工刀，铝合金刮尺，扫帚，滚筒，冲击钻，螺丝刀，切割机等。3.2 材料准备90 厚岩棉板、塑料膨胀钉、耐碱玻纤网格布、抗裂砂浆。3.3 作业条件文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6

10、ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档

11、编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10

12、P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U

13、6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3

14、文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z

15、10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D

16、4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3（1）地下室顶板经有关部门验收合格。（2）岩棉板、聚合物砂浆等外保温材料产品合格证齐全并经复试合格。（3）施工环境温度不得低于5 oC,不得高于40 oC。（4）检查所用材料是否符合设计要求，施工机具和工具是否符合使用要求，脚手架是否安全可靠，施工人员是否已进行培训等。四、施工工艺基层处理安装岩棉板安装固定件底层抗裂砂浆 耐碱玻纤网格布面层抗裂砂浆保温系统验收1.基层墙面处理清理主体施工时顶板遗留的钢筋头、废模板；清扫顶板的浮灰，清洗油污；2安装岩棉板2.1 安装岩棉板时宽度小于20

17、cm 的缝隙可用聚苯板填充；2.2 安装岩棉板时要预留出线盒开口；2.3 随时用 2m 靠尺和托线板检查平整度和垂直度，不符合要求时立即更正；2.4 岩棉板间缝隙应控制在2mm 以内，接缝处高差应控制在1mm 以内；3安装锚固件3.1 岩棉板安装锚固件，根据各单体工程的岩棉板材厚度来选择相应的锚固件且直径为?8，锚固件深入顶板内部有效锚固深度应不小于30mm。3.2 需要安装固定件的部位先用带有直径8mm 钻头的冲击钻在基层顶板上钻入深度不小于50mm 的孔；3.3 用手锤把锚固件的胀管打入预先钻好的孔内，保证顶部圆盘与岩棉板齐平；3.4 用手锤把钢钉打入胀管内，圆盘陷入岩棉板表面1mm。3.

18、5 锚固件数量：每块岩棉板上5 个锚固件，4 个角各 1 个，板中心1 个，总计5个锚固件。4打磨岩棉板不平整接缝处4.1 如果接缝处平整度偏差超过2mm，则用粗砂纸打磨平整；4.2 抹面层施工前应清除岩棉板表面上任何残留废屑；5底层抗裂砂浆5.1 岩棉板表面上用不锈钢抹子抹出23mm 厚已拌制好的抗裂砂浆；要求将岩棉板充分覆盖。5.2 每次抹抗裂砂浆面积应略大于一块网格布的面积。6铺设耐碱网格布文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9

19、HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 Z

20、C1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编

21、码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P

22、9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6

23、 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文

24、档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z1

25、0P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H36.1 抹完第一遍抗裂砂浆，胶浆尚未干时，立即铺设加强耐碱网格布，铺设时耐碱网的弯曲面应朝向顶板；6.2 铺设耐碱网时，从中央向四周用抹子抹平，直至耐碱网完全嵌入抗裂砂浆内；6.3 标准网格布需要搭接时，必须满足65mm 的搭接长度要求；7面层抗裂砂浆7.1 等第一遍抗裂砂浆表干（可碰触）后再抹一道2.03.0mm 厚的抗裂砂浆，抗裂砂浆的总厚度应控制在 5.0mm。7.2 面层抹面胶浆应完全覆盖网格布，表面平整度满足涂料和拉毛涂料饰面的相关要求。五施工验收1

26、检验批的划分根据建筑节能施工质量验收规程要求，相同材料、工艺和施工条件的保温工程按5001000m2 墙面面积为一个检验批。2材料验收及复试2.1 进入现场的各种材料的品种与技术性能应符合岩棉板保温系统相关质量要求。2.2 工程现场采用的岩棉板和抗裂砂浆等材料，进场时应对其性能进行见证取样送检复试，按每单体一整套系统检测报告。具体检测工程如下：1）岩棉板：岩棉板的导热系数、密度、抗压强度或压缩强度、燃烧性能；2）抗裂砂浆、耐碱网格布：干燥状态和浸水48h拉伸粘结强度3）锚固件拉拔力检测（每个检验批3 处）。4）现场实体检测。3施工过程中隐蔽工程验收3.1 岩棉板的厚度、密度应符合设计要求。3.

27、2 岩棉板与基层顶板的连接方式应符合设计要求。3.3 锚固件的数量、位置、锚固深度和拉拔力应符合设计要求。3.4 网格布铺设，压帖密实，不能有空鼓、皱褶、翘边、外露等现象，标准网布的水平、垂直方向搭接均不小于65mm。4岩棉板安装允许偏差和验收标准文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5

28、Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9

29、D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R

30、4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8

31、E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2

32、L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H

33、6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3岩棉板安装允许偏

34、差和检查方法项次工程允许偏差(rnm)检查方法1 表面平整3 用 2m 靠尺楔形塞尺检查2 立面垂直3 用 2m 垂直检查尺检查3 阴、阳角垂直3 用 2m 托线板检查4 阳角方正3 用 200mm 方尺检查5 接槎高差l 用直尺和楔形塞尺检查文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z1

35、0P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4

36、U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H

37、3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5

38、Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9

39、D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3文档编码:CK3F8E5Z10P9 HG5M2L9D4U6 ZC1Z3H6R4H3