松濤混凝土施工組織設計

1、1目錄第1章基本資料........................................................................................11.1工程概況.............................................................................................11.2施工條件.............

2、.................................................................................11.2.1工程地質條件...........................................................................11.2.2施工場地及運輸條件.....................................

3、..........................21.2.3水文氣象...................................................................................3第2章施工導流設計...............................................................................42.1導流方式方案的選

4、擇..........................................................................42.1.1導流方式的選擇.......................................................................42.1.2導流方案的選擇................................................

5、.......................42.2導流標準的選用................................................................................52.2.1導流建筑物級別的選用...........................................................52.2.2洪水標準.....................

6、..............................................................62.3初步確定導流方案..............................................................................62.3.1泄流建筑物的選擇......................................................

7、.............62.3.2擋水建筑物（圍堰）型式選擇...............................................62.3.3尺寸初步確定...........................................................................72.4具體確定導流方案..........................................

8、....................................72.4.1導流洞泄流能力計算...............................................................72.4.2調洪演算...................................................................................82.4.3圍堰高度修正.

9、..........................................................................82.4.4隧洞設計...................................................................................82.4.5圍堰設計...........................................

10、......................................112.5導流建筑物的施工............................................................................122.5.1圍堰的施工.............................................................................122.

11、5.2隧洞的施工.............................................................................132.6其它措施說明....................................................................................142.6.1度汛、過冰措施..........................

12、...........................................1431.1初步估算導流隧洞面積......................................................................421.2初步估算圍堰高度..............................................................................

13、421.3初擬方案工程量計算..........................................................................461.3.1圍堰填方計算...........................................................................461.3.2隧洞挖方計算...............................

14、............................................491.4泄流能力計算......................................................................................501.4.1有壓流計算...................................................................

15、............501.4.2明流計算...................................................................................521.5調洪演算............................................................................................621.6確定調整后的圍堰

16、高度....................................................................661.7封堵蓄水............................................................................................66附B混凝土施工組織設計計算書.................................

17、......................682.1砂石原料開采量..................................................................................682.2材料的需要量......................................................................................682.3確定

18、開采強度......................................................................................712.4采運機械選定......................................................................................722.5篩洗設備的選定.....................

19、.............................................................732.6堆料場的選定......................................................................................752.7混凝土拌合系統(tǒng)生產能力..............................................