高大模板安全專項(xiàng)施工方案

1、高速公路收費(fèi)天棚 高 大 模 板 安 全 專 項(xiàng) 施 工 方 案1目 錄1、編制依據(jù) 、編制依據(jù)..................................................................................................................11.1 法律法規(guī).............................................

2、...........................................................................................11.2 規(guī)范標(biāo)準(zhǔn) .......................................................................................................................

3、.................12、工程概況 、工程概況..................................................................................................................12.1 工程總體概況.................................................................

4、...............................................................12.2 建筑結(jié)構(gòu)特征 ...............................................................................................................................12.2.1 基礎(chǔ)圖 .......

5、...............................................................................................................................12.2.2 柱網(wǎng)定位圖 ................................................................................

6、..............................................22.2.3 結(jié)構(gòu)圖 7.95m 處 .....................................................................................................................22.2.4 結(jié)構(gòu)圖 11.35m 處 ..................

7、.................................................................................................32.2.5 高支模區(qū)分布及特點(diǎn) ..........................................................................................................

8、...33、支撐架設(shè)計(jì) 、支撐架設(shè)計(jì)..............................................................................................................43.1 結(jié)構(gòu)層 7.95M 處支撐架 ........................................................................

9、........................................43.1.1 樓板 120 厚 ..............................................................................................................................43.1.2 梁支撐架設(shè)計(jì)參數(shù) ......................

10、............................................................................................43.2 結(jié)構(gòu)層 11.35M 處支撐架 ...........................................................................................................

11、...43.2.1 樓板 120 厚 ..............................................................................................................................43.2.2 梁支撐架設(shè)計(jì)參數(shù) ...........................................................

12、.......................................................53.3 高支模搭設(shè)圖示.............................................................................................................................53.4 鋼管格構(gòu)柱設(shè)置................

13、.............................................................................................................63.5 基礎(chǔ)處理......................................................................................................

14、...................................73.6 施工要求 .........................................................................................................................................74、施工計(jì)劃 、施工計(jì)劃.........................

15、.........................................................................................84.1 施工進(jìn)度計(jì)劃........................................................................................................................

16、.........84.2 材料及設(shè)備計(jì)劃.............................................................................................................................84.3 勞動(dòng)力計(jì)劃................................................................

17、.....................................................................85、模板支撐體系的主要搭設(shè)方法及檢查驗(yàn)收 、模板支撐體系的主要搭設(shè)方法及檢查驗(yàn)收..........................................................9高速公路收費(fèi)天棚 高 大 模 板 安 全 專 項(xiàng) 施 工 方 案37.4 模板安裝安全技術(shù)要求....

18、...........................................................................................................177.5 模板支撐搭設(shè)安全技術(shù)要求...............................................................................................

19、........187.6 模板拆除安全技術(shù)措施..............................................................................................................197.7 混凝土澆筑...........................................................................

20、.......................................................197.7.1 混凝土澆筑方式 .................................................................................................................197.7.2 澆筑路線 .......................

21、......................................................................................................207.8、監(jiān)測(cè)措施 ...........................................................................................................

22、........................207.8.1 日常檢查、巡查 ..................................................................................................................207.8.2 監(jiān)測(cè)點(diǎn)得布設(shè) ...................................................

23、..................................................................217.8.3 變形預(yù)警 .............................................................................................................................217.8.4 監(jiān)測(cè)儀器 ...

24、...........................................................................................................................217.8.5 監(jiān)測(cè)具體措施 ..................................................................................

25、...................................217.8.6 監(jiān)測(cè)職責(zé)及分工 .................................................................................................................228、應(yīng)急救援預(yù)案 、應(yīng)急救援預(yù)案......................................

26、..................................................................228.1 高支模施工中易發(fā)生重大事故的部位......................................................................................228.2 應(yīng)急準(zhǔn)備和響應(yīng)組織準(zhǔn)備.............................

27、.............................................................................238.3 應(yīng)急處理設(shè)備和設(shè)施管理 ..........................................................................................................248.4 應(yīng)急準(zhǔn)備和響應(yīng)......

28、....................................................................................................................248.4.1 傾覆事故 ...........................................................................................

29、..................................248.4.2 高空墜落事故 .....................................................................................................................259、梁板模板搭設(shè)參數(shù)圖例及支撐體系計(jì)算 、梁板模板搭設(shè)參數(shù)圖例及支撐體系計(jì)算..............

30、..............................................269.1 高支模部位構(gòu)件...........................................................................................................................269.2 樓板 120 厚........................

31、...........................................................................................................269.3 梁 300×900 ............................................................................................

32、........................................339.4 梁 450×1400 ..................................................................................................................................469.5 基礎(chǔ)處理措施 ...............