【正文】 .......................................................................................... 9 .............................................................................................................. 9 施工組織機構 ................................................................................................................ 10 .................................................................................................................... 10 .................................................................................................................... 10 .................................................................................................................... 10 .............................................................................................................11 目錄 III 進度計劃 .........................................................................................................................11 .....................................................................................................................11 .....................................................................................................11 安全生產 ........................................................................................................................ 12 ............................................................................................................ 12 ....................................................................... 錯誤 !未定義書簽。 ....................................................................... 錯誤 !未定義書簽。 ....................................................................................... 錯誤 !未定義書簽。 ................................................................................... 錯誤 !未定義書簽。 site basic earthquake intensidegrees, the groundwater is diving, no corrosion to concrete. Civil engineering pile base as the key,pile foundation due to the deep buried under the ground, and thus the quality of the pilefoundation has been difficult to control, and the pile foundation quality will directly influence the quality of housing, the construction anization design is according to a carrier pile the anization design. Carrier pile is different from the mon sense of the pile, which is posed ofan upper and lower part of the pile carrier part two pile for castinplace reinforced costructure or high strength prestressed concrete pipe pile。 關鍵詞 ：載體樁 混泥土管樁 技術核心 施工方案 進度 Abstract II Abstract The engineering pile, pile two single pile vertical bearing capacity characteristic value 850KN。 畢業(yè)設計（論文） 題 目： 海棠花苑 單位工程 施工組織設計 摘 要 I 摘 要 本工程樁一、工程樁二單樁豎向承載力特征值 850KN；試驗樁單樁豎向豎向承載力特征值 900KN； 5樓工程樁一、工程樁二單樁豎向承載力特征值 750KN；試驗樁單樁豎向豎向承載力特征值 800KN；場地地震基本烈度為 6 度，地下水主要為潛水，對混凝土無腐蝕性。 test pile single pile vertical bearing capacity characteristic value 900KN。 carrier is located at the pile end bottom, thdeep filling tamping vehicle, it is this type of pile core technology. Keywords: carrier pile concrete pipe pile technology core construction project schedule 目錄 III 目 錄 摘 要 ..................................................................................................................................... I Abstract..................................................................................................................................II 目 錄 .................................................................................................................................. III 工程概況 ........................................................................................... 錯誤 !未定義書簽。 ................................................................................... 錯誤 !未定義書簽。 ................................................................................... 錯誤 !未定義書簽。 ...................................................................................................................... 6 ...........................................................