【正文】 ......................................................................................................14 板模板設(shè)計(jì) ..............................................................................................................14 樓梯板模板設(shè)計(jì) ......................................................................................................17 其他部位模板 ............................................................................................................17六、模板的安裝 ...........................................................................................................................18 鋼管支撐搭設(shè)工藝 .............................................................................................................18 混凝土的澆筑方法 .............................................................................................................1混凝土的澆筑順序 ..................................................................................................1泵送混凝土的布料 ..................................................................................................20七、模板的拆除 ...........................................................................................................................202 / 68 模板拆除的一般要求 ........................................................................................................柱模板 拆除 ......................................................................................................................21 頂板、梁模板拆除 ............................................................................................................21八、模板的維護(hù)與修理 ...............................................................................................................22 模板使用過(guò)程中的注意事項(xiàng) ............................................................................................22 模板的維修 ........................................................................................................................22九、質(zhì)量保證措施 .......................................................................................................................23十、質(zhì)量通病的防治 ...................................................................................................................24模板軸線位移 ......................................................................................................................24模板變形 ..............................................................................................................................25標(biāo)高偏差 ..............................................................................................................................25其他 ......................................................................................................................................25十一、成品保護(hù)措施 ...................................................................................................................26十二、安全措施及文 明施工措施 ...............................................................................................26附錄計(jì)算書(shū) ...................................................................................................................................27 模板施工方工程案3 / 68一、編制依據(jù)及原則 編制依據(jù)1） 《風(fēng)神襄陽(yáng)公社工程施工圖》2） 《風(fēng)神襄陽(yáng)公社工程施工組織設(shè)計(jì)》3）規(guī)范規(guī)程《建筑施工模板安全技術(shù)規(guī)范》JGJ1622022《建筑施工安全檢查標(biāo)準(zhǔn)》JGJ592022《混凝土結(jié)構(gòu)工程施工質(zhì)量驗(yàn)收規(guī)范》GB502042022《建筑施工扣件式鋼管腳手架安全技術(shù)規(guī)范》 （JGJ1302022） ；《建筑施工門(mén)式鋼管腳手架安全技術(shù)規(guī)范》 （JGJ1282022） ；4）工程現(xiàn)場(chǎng)施工環(huán)境、條件5）變更、洽商 編制原則實(shí)用性：主要保證混凝土結(jié)構(gòu)的質(zhì)量，具體要求是：（1）接縫嚴(yán)密，不漏漿；（2）保證構(gòu)件的形狀尺寸和相互位置的正確；（3）模板的構(gòu)造簡(jiǎn)單，支拆方便。1 / 68目錄一、編制依據(jù)及原則 .....................................................................................................................3 編制依據(jù) ..............................................................................................................................3 編制原則 ..............................................................................................................................3 編制說(shuō)明 ...............................................................................................................................3二、工程概況 .................................................................................................................................3 工程概況 ..............................................................................................................................3 結(jié)構(gòu)設(shè)計(jì)概況 .......................................................................................................................4 特點(diǎn)、難點(diǎn)及施工重點(diǎn)分析 ...............................................................................................4三、施工準(zhǔn)備 .................................................................................................................................5 技術(shù)準(zhǔn)備 ..............................................................................................................................5 施工現(xiàn)場(chǎng)準(zhǔn)備 .......................................................................................................................5 施工機(jī)械準(zhǔn)備 ......................................................................................................................6 ...................................................................................................................................6 施工目標(biāo) ...............................................................................................................................6 施工內(nèi)容 ...............................................................................................................................6 項(xiàng)目組織管理機(jī)構(gòu) ...............................................................................................................6 勞動(dòng)力的組織與計(jì)劃 ...........................................................................................................8 施工流水段的劃分 ...............................................................................................................8 主要材料的備料計(jì)劃 .............................................