橋梁各種常規(guī)支架計算方法_第1頁
已閱讀1頁,還剩49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(jìn)行舉報或認(rèn)領(lǐng)

文檔簡介

1、橋梁常規(guī)支架計算方法橋梁常規(guī)支架計算方法中鐵某局某公司施工技術(shù)部中鐵某局某公司施工技術(shù)部20102010年9月3目錄1支架在橋梁施工的用途支架在橋梁施工的用途................................................................................................................................72支架計算依據(jù)和荷載計算

2、支架計算依據(jù)和荷載計算............................................................................................................................72.12.1設(shè)計計算依據(jù)設(shè)計計算依據(jù)..................................................................

3、......................................................................72.22.2施工荷載計算及其傳遞施工荷載計算及其傳遞........................................................................................................................72.

4、2.1側(cè)模荷載........................................................................................................................................72.2.2底模荷載...................................................................

5、.....................................................................82.2.3橫向分配梁....................................................................................................................................82.2.4縱梁

6、................................................................................................................................................82.2.5立桿(臨時墩)...............................................................

7、.............................................................92.2.6地基荷載為立桿(臨時墩)下傳集中荷載。............................................................................92.32.3材料及其力學(xué)的性能材料及其力學(xué)的性能.................................

8、...........................................................................................92.3.1竹(木)膠板.....................................................................................................................

9、...............92.3.2熱(冷)軋鋼板............................................................................................................................92.3.3焊縫............................................................

10、....................................................................................92.3.4連接螺栓..............................................................................................................................

11、........102.3.5模板拉桿......................................................................................................................................102.3.6方木..........................................................

12、....................................................................................102.3.7熱軋普通型鋼...........................................................................................................................

13、...102.3.8地基或臨時墩擴(kuò)大基礎(chǔ)(樁基礎(chǔ))..........................................................................................112.3.9相關(guān)建議..............................................................................................

14、........................................112.42.4貝雷梁貝雷梁..................................................................................................................................................112.4.1國產(chǎn)貝雷梁簡介......

15、....................................................................................................................112.4.2桁架片力學(xué)性質(zhì)..........................................................................................

16、................................122.4.3桁架片組合成貝雷梁的力學(xué)性能..............................................................................................122.4.4桁架容許內(nèi)力............................................................

17、..................................................................123箱梁模板設(shè)計計算箱梁模板設(shè)計計算......................................................................................................................................1

18、23.13.1箱梁側(cè)模箱梁側(cè)模..............................................................................................................................................123.1.1側(cè)模面板計算..................................................

19、............................................................................133.1.23.1.2豎向次楞計算豎向次楞計算........................................................................................................................

20、......133.1.3水平主楞(橫向背肋)計算......................................................................................................143.1.4對拉桿計算.................................................................................

21、.................................................153.23.2箱梁底模箱梁底模..............................................................................................................................................153.2.1底模面板計算

22、..............................................................................................................................163.3.2底模次楞(橫向分配梁)計算..........................................................................

23、........................163.2.3底模主楞(縱梁)計算..............................................................................................................174滿堂支架計算滿堂支架計算......................................................

24、........................................................................................174.14.1立桿及底托立桿及底托..................................................................................................................

25、........................184.1.1立桿強度及穩(wěn)定性(通過模板下傳荷載)..............................................................................184.1.2立桿強度及穩(wěn)定性(依照《建筑施工扣件式鋼管腳手架安全技術(shù)規(guī)范》)........................184.1.3立桿壓縮變形.................

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(hù)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(fù)責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)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(zhǔn)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