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地下车库地面修补方案.pdf

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1、地下车库地面修补方案地下车库地面修补方案一、工程概况及渗漏部位特征.1 1、工程概况 .1 2、渗漏部位特征.1 二、施工部署 .2 1、施工目标 .2 2、施工原则 .2 3、施工顺序 .2 4、施工方法 .2 三、质量措施 .5 四、安全文明 .6 一、工程概况及渗漏部位特征1、工程概况工程名称:星火智谷移动互联网产业园一期工程建设单位:南京互信互通科技有限公司设计单位:南京城镇建筑设计咨询有限公司监理单位:南京腾江工程建设监理有限责任公司施工单位:江苏南通三建集团有限公司工程地址:南京市浦口区星火路东侧,东南大学成贤学院西侧,地铁 3 号线星火路站以南、东大路以北。2、渗漏部位特征1.地

2、下室跨度多为8、4m,跨度较大;整个地下室标高由北向南1、5%坡度降低;2.基础防水层施工中,下沉柱墩位置未做防水层,仅做筏板平面位置;3.混凝土抗渗要求不满足,混凝土内部有收缩裂缝;4.施工时,质量通病引起的渗漏;地下车库地面修补方案5.渗漏区域主要分布在第三防火分区、第五防火分区。二、施工部署1、施工目标实现表面无积水、无水渍;雨季无明显渗漏特征。2、施工原则本工程已经处于竣工验收阶段,地下室整体地库已完成全部工作。现场渗漏处理主要采用注浆封堵,但就是考虑到可能无法完全封堵,还要采取引流、疏导措施。所有,施工主要本着“注浆封堵、埋管疏导”疏堵结合的原则来处理。3、施工顺序整个地下车库标高由

3、北向南呈1、5%坡度降低,因此施工顺序也由北向南开始;为了在施工时不影响其她区域正常使用,以中间过道为分界,先施工西侧,完成后在施工东侧,以此类推,直至全部施工完。4、施工准备1、先接电布置照明。2、加工注浆嘴。在外径为6mm、长度大于60mm 的铜管一端焊上边长为3040mm、厚度为 1、5mm 左右的方形贴片,铁片中间开注浆孔,直径等于铜管外径,且铁片周边钻有一定数量、排列规则的小孔。5、施工方法1、寻找渗漏点根据地面水渍。在水渍两侧0、5m 范围内做出标记。2.表面切割沿走向在基层表面切割出深度为40mm50mm、宽度为 100mm 的 U 形凹槽,然后在凹槽内进行处理。3、注浆封堵修补

4、漏点采用贴嘴注浆修补。材料选用聚氨酯注浆液,无毒、无味、无污染、不燃烧。与水产生化学反应后,借其缓慢膨胀与持续压力,可将灌浆胶渗透至细微裂缝、蜂窝、孔洞及钢筋四周,达到止水效果。2、1 施工工艺工艺流程:文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9

5、 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3

6、Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7

7、文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:C

8、W1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E1

9、0X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5

10、HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J

11、3D10S9 ZP1J3Y7A8A7地下车库地面修补方案清理基层标注渗漏位置贴嘴封缝压风检查灌浆清理注浆嘴(复灌嵌缝,此两工序根据灌后就是否仍有渗水而确定就是否增加)检查验收还原面层（1）清理基层将原地面面层凿除至混凝土层。将基层表面的垃圾铲除清扫干净,并用清水冲洗干净擦干后,仔细检查底板开裂部位,并对底板渗漏部位做好标注。(2)贴嘴:根据裂缝情况,确定注浆嘴位置。对于规则裂缝,缝宽小于 0、3mm 时,按间距 200mm 布置,缝宽大于 0、3mm 时,按间距 300mm 布嘴。对于不规则裂缝,在裂缝交叉点及裂缝端部均需布置注浆嘴。(图 1)贴嘴施工时,在漏水大的部位用堵漏灵胶泥做小围堰,引

12、开流水。将 ECH-1型粘胶抹在注浆嘴上底板上,要求注浆孔周围1cm2不能抹胶,以免堵塞进浆孔。贴嘴时用定位针穿过进浆管,对准缝口插上,然后将注浆嘴压向混凝土表面,1 分钟后,抽出定位针。（3）封缝贴嘴 1-3 小时后,对于渗水的裂缝先用堵漏灵封住,待干后涂抹一层ECH-型胶水,当 ECH-型胶水不沾手时,刮抹一层 ECH-型胶水两遍,厚度大于 20mm,宽度沿裂缝两遍各150mm。待 12 小时,ECH-型胶水固化后,用堵漏灵加固厚度30mm,宽度超过两遍各 30mm,形成中间高,两边低的伞型覆盖。(图 2)文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7

13、文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:C

14、W1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E1

15、0X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5

16、HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J

17、3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9

18、 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3

19、Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7地下车库地面修补方案(4)压风检查封缝完成并养护 2 小时后即可进行压风检查各孔的贯通情况,压风压力小于0、3mPa。检查前先将各注浆嘴接上塑料软管,检查 1#孔时,将 2#孔软管的另一端插入水中,其她孔封闭。当对1#孔压风,2#孔软管出现气泡时,表示

20、贯通。按此方法依次检查。（5）灌浆1、注浆嘴的封盖:灌浆之前用盖子将除1#、2#孔外的注浆嘴封盖;2、注浆的顺序及原则:从下至上,从一边至另一边,从宽处至窄处。同步多点,逐步推进,以浆赶水,保持足够的压力与足够的进浆时间,稳压闭浆时间充分(裂缝越深,该时间越长);3、浆液配制:浆液的配制由双组注射泵本事完成,不需人工配制;4、灌浆压力的确定:根据裂缝的宽度,确定灌浆压力。裂缝宽度与压力关系见表缝宽0、1mm 0、1mm0、3mm 0、3mm 灌浆压力0、81、0MPa 0、6、8MPa 0、50、8MPa 5.注浆:注浆采用同步多点(6 孔)灌注方式;文档编码:CW1H7E10X5V5 HO7

21、V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D1

22、0S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP

23、1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A

24、8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编

25、码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H

26、7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5

27、V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7地下车库地面修补方案5、1 开始时,先将 1#孔接上灌浆管,2#孔打开,企业孔封闭。当浆液从1#孔灌入时,观察从开启的2#孔流出的液体,同时测出进浆时的孔口压力,调整空压机的输出压力知道孔口压力达到要求的压力;

28、5、2 1#孔开始注浆时,从 2#孔流出的液体就是水,逐渐有浆液伴水流出,当流出的液体就是半浆半水时,将 3#孔打开,释放一部分水;5、3 当 2#孔流出的就是纯浆时,暂时封闭 2#孔;5、4 当 1#孔注浆时间达到15 分钟后,并联 2#孔注浆。如 1#孔注浆时间达到 15 分钟后,2#孔仍未出现纯浆液时,可直接接上 2#孔并联注浆(经多次实验确定,第 1115分钟进浆量很小,低于 1ml/min);5、5 如上步骤重复进行直到16#孔同时进浆。当 7#孔有纯浆液流出并已满足时间的要求时,封闭 1#孔,并将注浆接头移至7#孔注浆,同时 8#孔打开;如此依次直至结束。（6）注浆嘴的清除灌浆结束

29、 48 小时后,铲除注浆嘴,将不平整的部位及孔洞采用环氧胶泥封堵平整。(7)检查验收检查注浆效果,若个别部位仍有渗漏现象,必须重灌,直至不渗不漏为止。自检合格后,报监理、甲方验收,验收合格后,方可进入下道工序。6、引流、疏导在墙根部位开凿明沟水槽引流至就近集水井,并在开凿修补的区域内,靠中间位置埋设 40PVC排水管,管材上部每隔1m 钻孔用于排水,所有埋设的排水管就近排向低处墙根的明沟内。此举措就是为了在注浆封堵未达到理想效果时,将渗漏的水排走,从而能保证地面无积水、无水渍。三、质量措施1、为了保证工程质量与进度,开工前对操作人同进行质量管理教育,强调施工质量的重要性。2、工程质量严格执行三

30、检制度,首先要在施工小组内实行自检制度,当工人在施工操作或完成一道工序时,要随时认真地对其操用工艺按照施工方案要求进行自检,严文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J

31、3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9

32、 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3

33、Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7

34、文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:C

35、W1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E1

36、0X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7地下车库地面修补方案把质量关,明确质

37、量责任。3、项目专职质量员对施工工艺、操作方法及时监督,对工程质量进行全程监控,发现问题,及时反工,坚决杜绝质量事故的发生。四、安全文明1、为确保安全文明施工,加强全体员工的安全教育,现场管理人员进场施工前必须对所有工人进行技术与安全交底;2、在施工区域外设置围挡与明显的标识,夜间设置警示灯,确保行人及施工人员安全。3、室内施工前在场地周边必须设置塑料垫布,保护其它部位地面砖不被污染。4、施工周边必须要有1、5m的安全距离;5、施工产生的垃圾,要全部装袋,集中堆放,以免影响周围的环境。6、施工用临时电线,必须采用绝缘导线,并用瓷瓶架空。7、严格遵守施工现场的安全制度,在施工过程中安检员要进行不

38、定时检查、汇报。正确使用操作工具,及时进行维修保养,杜绝安全事故发生。文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10

39、X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 H

40、O7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3

41、D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9

42、ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y

43、7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文

44、档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7地下车库地面修补方案文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A

45、8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编

46、码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H

47、7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5

48、V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7

49、V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D1

50、0S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP1J3Y7A8A7文档编码:CW1H7E10X5V5 HO7V5J3D10S9 ZP

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关键词：: 地下车库地面修补方案

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