某工程基礎(chǔ)分部分項(xiàng)施工方案（基礎(chǔ)為人工挖孔灌注樁）.r.doc

一、工程概況
   本工程*******，總建筑46000平方米，地下二層，地上二十八層，總高度97米，基礎(chǔ)為人工挖孔灌注樁，持力層為中風(fēng)化巖，一樁一柱，獨(dú)立承臺(tái)底板厚400，受力鋼筋為Ⅲ級(jí)。
  本工程地處*********，交通便利，但施工場(chǎng)地狹窄，經(jīng)項(xiàng)目部商定，鋼筋、模板制作場(chǎng)設(shè)于******，鋼筋、模板制作成型后，用汽車二次轉(zhuǎn)運(yùn)到施工現(xiàn)場(chǎng)綁扎、安裝。

二、施工順序
First, project survey
   The total construction project *******, 46,000 square meters, underground two-story, eight-story floor 20, with a total height of 97 meters, based on the manual digging pile, bearing layer of weathered rock, one of a column, an independent floor thick cap 400, the reinforced grade Ⅲ.
  The project is located in *********, convenient, but the narrow construction site, the Department agreed to by the project, reinforced, template production field located in ******, steel, forming the template production, the use of car Binding of secondary transfer to the construction site, installation.

Second, the construction sequence

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