綜合廳裝修滿堂腳手架施工方案

1、合成劇場(chǎng)等8項(xiàng)（國(guó)家大劇院舞美基地）觀眾廳滿堂腳手架安全專(zhuān)項(xiàng)施工方案0目錄1編制依據(jù)編制依據(jù).............................................................................................................................................................11.1、合成劇場(chǎng)等8項(xiàng)（國(guó)家大劇

2、院舞美基地）圖紙..................................................................................11.2、主要規(guī)范、規(guī)程、標(biāo)準(zhǔn)、法律、法規(guī)..................................................................................................12工程概況工程概況.

3、............................................................................................................................................................22.1、工程簡(jiǎn)介.......................................................

4、...........................................................................................22.2、架體施工特點(diǎn)、重點(diǎn)及難點(diǎn)分析..........................................................................................................23施工

5、安排施工安排.............................................................................................................................................................23.1、施工工期................................................

6、..................................................................................................23.2、技術(shù)準(zhǔn)備：................................................................................................................

7、..............................23.3、材料準(zhǔn)備..................................................................................................................................................33.4、施工機(jī)械及設(shè)備準(zhǔn)備.....................

8、.........................................................................................................33.5、職責(zé)分工與勞動(dòng)力組織：...................................................................................................

9、...................34模架設(shè)計(jì)方案及施工工藝模架設(shè)計(jì)方案及施工工藝.................................................................................................................................44.1、架體選型原則.....................................

10、.....................................................................................................44.2、架體選型..............................................................................................................

11、....................................44.3、技術(shù)參數(shù)及架體設(shè)計(jì)..............................................................................................................................44.4、架體構(gòu)造措施.................................

12、.........................................................................................................44.5、施工工藝流程........................................................................................................

13、..................................64.6、材料質(zhì)量標(biāo)準(zhǔn)與驗(yàn)收..............................................................................................................................74.7、安裝質(zhì)量標(biāo)準(zhǔn)與驗(yàn)收................................

14、..............................................................................................94.8、架體的檢查和驗(yàn)收.................................................................................................................

15、...............105施工安全保證措施施工安全保證措施...........................................................................................................................................115.1、保證安全組織保障措施...............................

16、.........................................................................................115.2、施工過(guò)程注意事項(xiàng).....................................................................................................................

17、...........115.3、安全保證措施........................................................................................................................................115.4、預(yù)防坍塌事故的安全技術(shù)措施..........................................

18、..................................................................115.5、預(yù)防高空墜落事故安全技術(shù)措施........................................................................................................125.6、監(jiān)測(cè)監(jiān)控....................

19、............................................................................................................................136應(yīng)急預(yù)案應(yīng)急預(yù)案.....................................................................................

20、......................................................................146.1、重點(diǎn)防范部位概況................................................................................................................................146.2、風(fēng)險(xiǎn)

21、隱患................................................................................................................................................146.3、控制措施................................................................

22、................................................................................146.4、施救措施..................................................................................................................................

23、..............157附件附件...................................................................................................................................................................18附件一：平面及剖面布置圖......................

24、...........................................................................................................18附件二：計(jì)算書(shū)........................................................................................................

25、.............................................18合成劇場(chǎng)等8項(xiàng)（國(guó)家大劇院舞美基地）舞蹈、戲劇、綜合排練廳滿堂腳手架安全專(zhuān)項(xiàng)施工方案22工程概況工程概況2.12.1工程工程簡(jiǎn)介簡(jiǎn)介本工程合成戲劇排練廳、舞蹈排練廳、綜合排練廳為精裝修區(qū)域，頂部石膏板吊頂，吊頂高度相對(duì)較高，吊頂和墻面裝修施工，需在各個(gè)廳堂搭設(shè)滿堂腳手架，為墻面和頂棚裝修施工提供平臺(tái)。2.22.2架體施工特點(diǎn)、重點(diǎn)及難點(diǎn)分析架體

26、施工特點(diǎn)、重點(diǎn)及難點(diǎn)分析舞蹈廳地面距結(jié)構(gòu)面高度為8.2米、戲劇廳8.2米、綜合排練廳為11.1米，滿堂紅腳手架高度分別為6米、6米、9.5米。四周做欄桿1.5米高。材料的進(jìn)場(chǎng)與運(yùn)輸為最大難點(diǎn)。措施：現(xiàn)場(chǎng)最重構(gòu)件為25KG，普遍重量在20kg左右，長(zhǎng)度普遍在2米左右，而立桿間距1.5m1.5m，未超過(guò)建質(zhì)[2009]87號(hào)中單點(diǎn)集中荷載700KG的限值，不屬于危大架體范疇腳手架操作層堆放構(gòu)件保證均勻，禁止集中堆放。3施工安排施工安排3.1

27、3.1施工工期施工工期滿堂紅腳手架2017年9月20日開(kāi)始搭設(shè)，施工周期為12天。3.23.2技術(shù)準(zhǔn)備：技術(shù)準(zhǔn)備：3.2.1由技術(shù)部牽頭，組織各部門(mén)及各專(zhuān)業(yè)對(duì)圖紙認(rèn)真審閱，進(jìn)行相關(guān)交底，辦理設(shè)計(jì)洽商，對(duì)圖紙中存在的施工問(wèn)題進(jìn)行論證，并確定施工方案，將問(wèn)題在施工前解決。3.2.2根據(jù)工程結(jié)構(gòu)特點(diǎn)及質(zhì)量目標(biāo)，選擇合適的設(shè)計(jì)方案，保證架體的穩(wěn)定性。3.2.3對(duì)于架體進(jìn)行計(jì)算、驗(yàn)算。3.2.4由物資部和質(zhì)量部牽頭，對(duì)現(xiàn)場(chǎng)的材料進(jìn)行抽查，保證材料