雨水管道安裝技術交底記錄.doc
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交底內容：
1、本工程管道施工采用墊塊法。
2、溝槽開挖完畢后，進行槽底整平夯實，若有地下水，則鋪一層12cm后的毛石墊層并砂漿灌縫。
3、槽底整平后，用經緯儀定出管線的中心線，并打下控制樁�？刂茦堕g距不得大于15m。
3、在控制樁上測放高程，掛雙線施工，頂線用以控制高程，側線用以控制直順度。
4、雨水管道為鋼筋砼承插接口，內徑為D400，施工時采用人工下管。
5、管道對接時，大口應朝向上游，并將承插口表面清理干凈。
6、管道對接后，調節接口的環向間隙，使之均勻。并檢查管道的高程及直順度，符合設計要求，方可進行管道的接口工作。
7、承插口結構如下圖所示：
8、填塞砂漿采用干硬性1:1水泥砂漿，三角灰抹口砂漿采用1:2.5水泥砂漿。
9、砂漿應填塞密實，首先在承口底部墊一層砂漿，然后將插口插入，填塞干硬性水泥砂漿，并用木條搗實，管節間隙內搗實后，外部抹三角帶。
10、接口施工完畢后，應注意管節接口的養生，用草袋覆蓋并灑水，不得出現裂縫現象。
11、溝槽安裝完畢后，再澆筑管道基礎。
Cards on the table contents:
1, the project pipeline construction method using pads.
2, after the trench excavation, carried out the entire bottom level compaction, if ground water, then a layer of 12cm cushion after the rubble and mortar pouring.
3, bottom, after leveling, using theodolite set the pipeline centerline, and lay the control pile. Control the spacing between piles shall not be greater than 15m.
3, measured at the control post on the release elevation, linked to two-lane construction, the top line to control the elevation, lateral line straight for the control of smooth degree.
4 rain for the reinforced concrete pipe socket interface, inner diameter D400, under the control of artificial construction.
5, pipe butt, the big mouth and should be directed to the upstream and the surface bearing socket clean.
6, pipe butt, the adjustment ring interface to the gap, so that uniform. And check the height and straight along the pipeline degree, meet the design requirements before proceeding to the work pipeline interface.
7, bearing socket structure as shown below:
8, packing mortar 1:1 cement mortar with dry hard, triangular gray wipe mouth with 1:2.5 cement mortar.
9, mortar should be dense packing, the first pad in the socket at the bottom of a layer of mortar, and then jack insert, packing dry hard cement mortar, and with a wooden tamping, tamping tube section inside the gap, the external wipe belt.
10, interface construction has been completed, should pay attention to health management section of the interface, covered with straw bags and watering, no cracks in the phenomenon.
11, trench after installation, and then pouring channel basis.