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尚都國際中心地基處理施組(已修改)

2025-01-29 23:40 本頁面
 

【正文】 目 錄1 編制依據(jù) ......................................................................................................................5 國家現(xiàn)行有關(guān)規(guī)范 ...........................................................................................................5 尚都國際中心招標文件及有關(guān)技術(shù)文件 .......................................................................52 工程概況 ......................................................................................................................6 工程概況 ...........................................................................................................................6 場地工程地質(zhì)和水文地質(zhì)條件 .......................................................................................6 工程地質(zhì)條件 ...........................................................................................................6 水文地質(zhì)條件 ...........................................................................................................7 工程特點、難點及主要對策 ...........................................................................................73 基坑降水設(shè)計 ...............................................................................................................8 基坑降水目的 ...................................................................................................................8 降水條件分析 ...................................................................................................................8 降水設(shè)計計算 ...................................................................................................................8 設(shè)計結(jié)果 .......................................................................................................................10 特殊情況處理 ...............................................................................................................10 槽壁滲水 .....................................................................................................................10 電梯井、集水坑滲水 .................................................................................................10 基坑周邊建筑物不均勻沉降處理 ...............................................................................104 基坑支護設(shè)計 ...........................................................................................................10 基坑支護方案確定 .......................................................................................................10 土層參數(shù)取值 ...............................................................................................................11 基坑東側(cè)地層參數(shù) .....................................................................................................11 基坑南區(qū)西側(cè)地層參數(shù) .............................................................................................11 基坑其它部位地層參數(shù) .............................................................................................12 (BC 段) ..............................................................................................12 護坡樁設(shè)計 .................................................................................................................12 錨桿設(shè)計 .....................................................................................................................12 (XZ 段) ..........................................................................12 護坡樁設(shè)計 .................................................................................................................12 錨桿設(shè)計 .....................................................................................................................13 (CD、STW 段 )..........................................................................................13 護坡樁設(shè)計 .................................................................................................................131 錨桿設(shè)計 .....................................................................................................................13 (PQRS 段) ..........................................................................................13 護坡樁設(shè)計 .................................................................................................................13 錨桿設(shè)計 .....................................................................................................................13 (MNP)段 ............................................................................................14 護坡樁設(shè)計 .................................................................................................................14 錨桿設(shè)計 .....................................................................................................................14 (DE)段 ...............................................................................................14 護坡樁設(shè)計 .................................................................................................................14 錨桿設(shè)計 .....................................................................................................................15 (FG)段 ...................................................................................15 護坡樁設(shè)計 .................................................................................................................15 錨桿設(shè)計 .....................................................................................................................15 (HJ) 段 ..............................................................................................15 護坡樁設(shè)計 ...............................................................................................................16 錨桿設(shè)計 ...................................................................................................................16 土釘支護設(shè)計 .............................................................................................................16 冠梁設(shè)計 .....................................................................................................................16 樁間土支護設(shè)計 .......................................................................................................
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