高支模施工方案(專家論證修改)_第1頁
已閱讀1頁,還剩70頁未讀 繼續(xù)免費閱讀

下載本文檔

版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請進行舉報或認領(lǐng)

文檔簡介

1、[鍵入文字]目錄1、編制說明及依據(jù)、編制說明及依據(jù)......................................................................................................51.1編制說明.....................................................................................

2、.........................51.2編制依據(jù)..............................................................................................................51.2.1相關(guān)的法律法規(guī)、規(guī)章和規(guī)范性文件.......................................................

3、51.2.2相關(guān)的規(guī)范標準...........................................................................................52、工程概況、工程概況........................................................................................................

4、..........62.1工程總體概況......................................................................................................62.2建筑設(shè)計概況........................................................................................

5、..............62.3高支模設(shè)計概況..................................................................................................62.3.1高支模范圍該工程結(jié)構(gòu)樓面標高、層高...................................................62.3.2高支模部位及面積概況.......

6、........................................................................72.3.3高支模部位構(gòu)件情況...................................................................................72.3.4高支模部位基礎(chǔ)情況...................................

7、................................................72.3.5高支模區(qū)域與非高支模區(qū)域的關(guān)系...........................................................72.4施工要求....................................................................................

8、..........................73、施工計劃、施工計劃..................................................................................................................83.1施工進度計劃..........................................................

9、............................................83.2材料及設(shè)備計劃..................................................................................................84、模板支撐體系的主要搭設(shè)方法及檢查驗收、模板支撐體系的主要搭設(shè)方法及檢查驗收...........................

10、...............................94.1模板支撐體系的搭設(shè)方法..................................................................................94.1.1材料要求..................................................................................

11、.....................94.1.2模板支撐體系的選用.................................................................................104.1.3設(shè)計原則............................................................................................

12、.........104.1.4高支模搭設(shè)方法及構(gòu)造要求.....................................................................104.1.5高支模支撐體系與墻柱連接要求.............................................................124.2模板支撐體系的驗收...........................

13、.............................................................124.2.1驗收程序.....................................................................................................12[鍵入文字]7、監(jiān)測措施、監(jiān)測措施............................

14、....................................................................................227.1監(jiān)測點得布設(shè)....................................................................................................227.1.1支架水平位移監(jiān)測點的布設(shè)......

15、...............................................................227.1.2支架沉降監(jiān)測點的布設(shè).............................................................................227.1.3變形預(yù)警....................................................

16、.................................................227.2監(jiān)測具體措施....................................................................................................227.3監(jiān)測職責(zé)及分工................................................

17、................................................247.3.1安裝、檢查驗收階段.................................................................................247.3.2混凝土澆注階段.............................................................

18、............................247.3.3模板拆除階段.............................................................................................248、高支模安全文明保證措施、高支模安全文明保證措施...........................................................

19、.........................248.1安全文明施工措施............................................................................................248.2環(huán)保措施.................................................................................

20、...........................259、施工應(yīng)急救援預(yù)案、施工應(yīng)急救援預(yù)案................................................................................................259.1高支模施工中易發(fā)生重大事故的部位.......................................................

21、.....259.2應(yīng)急準備和響應(yīng)組織準備................................................................................259.3施工現(xiàn)場的應(yīng)急處理設(shè)備和設(shè)施管理............................................................279.4應(yīng)急準備和響應(yīng)..........................

22、......................................................................279.4.1傾覆事故應(yīng)急準備與響應(yīng)預(yù)案.................................................................279.4.2高空墜落事故應(yīng)急準備和響應(yīng)預(yù)案...........................................

23、..............2810、勞動力計劃、勞動力計劃..........................................................................................................3011、梁板模板及支撐體系計算、梁板模板及支撐體系計算........................................................

24、..........................3011.1高支模部位構(gòu)件詳情......................................................................................3011.2高支模支撐布置情況表.............................................................................

25、.....3011.3梁板支撐搭設(shè)示意圖......................................................................................3411.4梁支撐體系驗算..............................................................................................3511.5板

溫馨提示

  • 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 眾賞文庫僅提供信息存儲空間,僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護處理,對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對任何下載內(nèi)容負責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當內(nèi)容,請與我們聯(lián)系,我們立即糾正。
  • 7. 本站不保證下載資源的準確性、安全性和完整性, 同時也不承擔(dān)用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。

評論

0/150

提交評論