超高支模架方案

1、鼎仁（萊克）國際汽車商貿(mào)園（一期）【高支模專項施工方案】四川省建筑機械化工程公司宜賓鼎仁項目部第1頁目錄1.工程概況......................................................................................................................................................12.高支模部位及情況介

2、紹..............................................................................................................................12.1情況介紹.....................................................................................

3、......................................................12.2立桿下基礎(chǔ)處理...............................................................................................................................23.高支模重要性...................

4、...........................................................................................................................24.編制依據(jù)和說明.......................................................................................

5、...................................................25、高支模體系設(shè)計總思路............................................................................................................................35.1水平桿設(shè)置.......................

6、................................................................................................................35.2剪刀撐設(shè)置...................................................................................................

7、....................................45.3梁支模立桿設(shè)置...............................................................................................................................55.4連墻件設(shè)置.....................................

8、..................................................................................................76.高支模系統(tǒng)總體部署..............................................................................................................

9、.....................86.1高支模系統(tǒng)材料選擇.......................................................................................................................86.2高支模系統(tǒng)材料檢查驗收....................................................

10、...........................................................87、模板支撐體系設(shè)計..................................................................................................................................138、高支模施工方法.........

11、...........................................................................................................................148.1施工工序........................................................................................

12、................................................148.2模板組拼精度要求........................................................................................................................148.3模板定位..............................

13、...........................................................................................................158.4模板的支設(shè)規(guī)范要求...................................................................................................

14、..................158.5滿堂架搭設(shè).....................................................................................................................................168.6剪刀撐的設(shè)置................................................

15、.................................................................................178.7核驗標(biāo)高..................................................................................................................................

16、.......178.8柱模安裝.........................................................................................................................................178.9梁模安裝..........................................................

17、...............................................................................188.10板模安裝...................................................................................................................................

18、....188.11邊梁模板加固...............................................................................................................................198.12高低強度砼交接處理..............................................................

19、.....................................................198.13穿梁、板孔、洞口模板...............................................................................................................19鼎仁（萊克）國際汽車商貿(mào)園（一期）【高支模專項施工方案】四川省建筑機械化工程

20、公司宜賓鼎仁項目部第3頁13高支模支架監(jiān)測措施...............................................................................................................................3113.1高支撐模板支架重點監(jiān)測措施...................................................

21、................................................3113.2高支撐模板支架搭設(shè)時監(jiān)測措施...............................................................................................3213.3高支撐模板支架使用時監(jiān)測措施.....................................

22、..........................................................3313.4高支撐模板支架拆除時監(jiān)測措施...............................................................................................3414、高支撐模板支架應(yīng)執(zhí)行的強制性條文..........................

23、......................................................................3515、成品保護.............................................................................................................................................

24、...3616、高支模安全應(yīng)急預(yù)案............................................................................................................................3616.1危險源......................................................................

25、.....................................................................3616.2機構(gòu)設(shè)置.......................................................................................................................................3616.3

26、應(yīng)急救援工作程序.......................................................................................................................3716.4救援方法...................................................................................

27、....................................................3817.高支模設(shè)計計算......................................................................................................................................3917.1750750mm框架柱設(shè)計計算.

28、....................................................................................................3917.24001250現(xiàn)澆框架梁設(shè)計計算...............................................................................................441