總建筑面積 4677. 3m2（10884. 0m2 ） , 底層占地面積 1152m 2（1757. 2m2 ）， 結(jié)構(gòu)類型為框架結(jié)構(gòu),建筑層數(shù)五層， 局部六層， 建筑高度, 18. 00m（23. 90m）。
摘 要······························································································································ I
第 1 章 工程概況及方案選擇························································································· 1
1.1 編制依據(jù) .................................................................................................................. 1
1.2 工程概況 .................................................................................................................. 1
1.2.1 建筑概況 ........................................................................................................ 1
1.2.2 室內(nèi)外飾面做法一覽表 ................................................................................ 2
1.2.3 工程結(jié)構(gòu)設(shè)計概況 ........................................................................................ 2
1.2.4 工程條件 ........................................................................................................ 3
1.2.5 工程地質(zhì)情況 ................................................................................................ 3
1.2.6 施工準(zhǔn)備 ........................................................................................................ 3
1.3 主要施工方案的選擇 .............................................................................................. 4
第 2 章 主要分部分項工程施工方案············································································· 6
2.1 工程測量及沉降觀測 ............................................................................................. 6
2.1.1 準(zhǔn)備工作 ....................................................................................................... 6
2.1.2 測量儀器 ....................................................................................................... 6
2.1.3 測量人員配備 ............................................................................................... 6
2.1.4 軸線定位與角度控制 ................................................................................... 6
2.1.5 平面及標(biāo)高控制 ........................................................................................... 6
2.1.6 沉降觀測 ....................................................................................................... 7
2.2 人工挖孔樁基施工 ................................................................................................. 7
2.2.1 施工工藝 ....................................................................................................... 7
2.2.2 測量放線 ....................................................................................................... 7...............
