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      綜合管溝外防水工程施工技術交底.doc

      更新時間: 2024-02-29
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      上傳會員: 龍龍
      所屬欄目: 路橋技術交底
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      資料簡介

      交底內容:
      1. 綜合管溝工程防水等級為2級,主體結構采用防水混凝土,迎水面采用無機防水涂料涂刷,施工縫嵌鋼板止水帶,變形縫采用中埋式橡膠止水帶。
      2. 無機防水涂料的主要性能應符合《地下工程防水技術規范》(GB50108-2001)及《地下防水工程質量驗收規范》(GB50208-2002)的相關規定。
      3. 本工程采用的無機防水涂料有水泥基滲透結晶型防水涂料和水基滲透型防水涂料兩種。中環路綜合管溝除標準斷面采用水基滲透型防水涂料外,其它部位采用水泥基滲透結晶型防水涂料;11號路綜合管溝采用水泥基滲透結晶型防水涂料。
      4. 綜合管溝防水工程施工期間,要做好排水工作,地下水位應降低至防水工程底部最低標高以下至少30cm,直至防水工程全部完成為止。 基坑周圍的地面水必須排除或控制,不得流入基坑。基坑中不應積水,如有積水,要排除,嚴禁帶水或帶泥漿進行防水工程施工。
      5. 基面必須平整牢固。用2m長直尺檢查,基面與直尺間的最大空隙不超過5mm,且每米長度內不得多于一處,空隙間只允許有平緩變化。基層表面應清潔干燥。當干燥有困難時,應涂刷潮濕基面處理劑。陰陽角處,均應做成圓弧形或鈍角。
      6. 所有的表面都應清除疏松的物質、脫模劑、油圬、膠及其它異物。如有必要,應用高壓清洗法以除去污物、灰塵及塵垢。
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      Cards on the table contents:
      1. Combined duct work for the two water levels, the main structure using waterproof concrete, welcoming the use of inorganic waterproof paint brush, construction joints embedded steel water stop, deformation joint rubber water stop using the underground.
      2. Inorganic waterproof coating of the main performance should follow the "underground waterproof technical specifications" (GB50108-2001) and "underground waterproof construction quality acceptance" (GB50208-2002) with the relevant provisions.
      3. This project used a cement-based waterproof coating inorganic capillary crystalline waterproofing coating and water-permeable waterproof coating two. In addition to the standard loop section of Combined duct infiltration by water-based waterproof coating, the other parts of the use of cement-based capillary crystalline waterproofing coating; on the 11th Road in trench with cement-based capillary crystalline waterproofing coating.
      4. Combined duct during the construction of water works, drainage work to do, the water table should be lowered to the bottom of the lowest elevation of the following water works at least 30cm, until all the water project is completed. Surface water around the foundation to eliminate or control, not into the pit. Foundation should not be stagnant water, where stagnant water, to exclude prohibited conduct with water or water with mud construction.
      5. Based solid surface must be formed. 2m long ruler and check with the base surface and the maximum gap between the ruler does not exceed 5mm, and the length of each meter shall not exceed 1, allowing only a moderate gaps between the individual changes. Primary surface should be clean and dry. When drying difficulties should be brushing wet-based surface treatment agent. Yin and Yang corner, should be made of rounded, or obtuse.
      6. The surface should be cleared of all loose material, release agent, oil masonry, plastic and other foreign matter. If necessary, the application of high pressure cleaning method to remove the dirt, dust and grime.
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