橋梁墩柱模板配置5_第1頁(yè)
橋梁墩柱模板配置5_第2頁(yè)
橋梁墩柱模板配置5_第3頁(yè)
全文預(yù)覽已結(jié)束

下載本文檔

版權(quán)說(shuō)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(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)

文檔簡(jiǎn)介

橋梁墩柱模板配置計(jì)劃表,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,

編號(hào),墩臺(tái)類型名稱,采用通用圖號(hào),縱向?qū)挾?園端直徑),墩柱坡度,墩柱高度h(m),頂帽高度(m),一套模板計(jì)劃配置,,,,,全管段墩柱個(gè)數(shù),計(jì)劃配模套數(shù),總體模板計(jì)劃配置,,,,,備注

,,,,,,,頂帽,墩身H=0.5m,墩身H=1m,墩身H=1.5m,墩身H=2m,,,頂帽,墩身H=0.5m,墩身H=1m,墩身H=1.5m,墩身H=2m,

1,雙線園端型實(shí)體矮墩,叁橋通（2007）4330-Ⅲ-B,3,直坡,4,0,1,1,,1,,19,1,1,1,0,1,0,頂帽部分模板高2m

,,,3,,3.5,0,1,,,1,,10,1,1,0,0,1,0,

,,,計(jì)劃加工數(shù)量：,,,,,,,,,,,1,1,,1,,

2,雙線流線型園端實(shí)體墩,叁橋通（2007）4330-Ⅰ-B,2,直坡,1.5,3,1,,,1,,26,1,1,,0,1,0,

,,,,,2,3,1,,,,1,20,1,1,,0,0,1,

,,,,,2.5,3,1,1,,,1,21,1,1,,0,0,1,

,,,,,3,3,1,,1,,1,25,1,1,,1,0,1,

,,,,,3.5,3,1,,,1,1,19,1,1,,0,1,1,

,,,,,4,3,1,,,,2,19,1,1,,0,0,2,

,,,,,4.5,3,1,1,,,2,13,1,1,,0,0,2,

,,,,,5,3,1,,1,,2,30,1,1,,1,0,2,

,,,,,5.5,3,1,1,1,,2,36,1,1,,1,0,2,

,,,,,6,3,1,,,,3,4,1,1,,0,0,3,

,,,,,6.5,3,1,1,,,3,2,1,1,,0,0,3,

,,,,,7,3,1,,1,,3,6,1,1,,1,0,3,

,,,,,7.5,3,1,1,1,,3,5,1,1,,1,0,3,

,,,,,8,3,1,,,,4,1,1,1,,0,0,4,

,,,,,8.5,3,1,1,,,4,5,1,1,,0,0,4,

,,,,,9,3,1,,1,,4,6,1,1,,1,0,4,

,,,,,9.5,3,1,1,1,,4,5,1,1,,1,0,4,

,,,計(jì)劃加工數(shù)量：,,,,,,,,,,,7,4,4,2,9,

3,雙線流線型園端實(shí)體墩,叁橋通（2007）4330-Ⅰ-B,2.3,直坡,10,3,1,,,,5,3,1,1,,0,0,5,

,,,,,10.5,3,1,1,,,5,2,1,1,,0,0,5,

,,,,,11,3,1,,1,,5,5,1,1,,1,0,5,

,,,,,11.5,3,1,1,1,,5,9,1,1,,1,0,5,

,,,計(jì)劃加工數(shù)量：,,,,,,,,,,,1,1,1,0,5,

4,雙線流線型園端實(shí)體墩,叁橋通（2007）4330-Ⅰ-B,2.5,直坡,13.5,3,1,,,1,6,1,1,1,,0,1,6,

,,,計(jì)劃加工數(shù)量：,,,,,,,,,,,1,,0,1,6,

5,雙線流線型園端實(shí)體墩,叁橋通（2007）4330-Ⅰ-B,2.8,直坡,15.5,3,1,,,1,7,1,1,1,,0,1,7,

,,,計(jì)劃加工數(shù)量：,,,,,,,,,,,1,,0,1,7,

6,雙線單圓柱橋墩,叁橋通（2007）4334-B,4,直坡,2.5,3.5,1,,,1,1,2,1,1,,0,1,1,40m現(xiàn)澆梁主墩

,,,計(jì)劃加工數(shù)量：,,,,,,,,,,,1,,0,1,1,

7,雙線園端形橋墩,叁橋通（2007）4340-Ⅱ-B,3.6+50/h*2,變坡50：1,2.5,3,1,,1,1,,2,1,1,1,,,1,40+64+40連續(xù)梁橋墩主墩

,,,,,3,3,1,,1,,1,2,1,1,,1,0,1,

,,,,,3.5,3,1,,,1,1,2,1,1,1,1,0,1,

,,,,,7.5,3,1,,,1,3,1,1,1,1,1,0,3,

,,,,,8,3,1,,,,4,1,1,1,,0,0,4,

,,,計(jì)劃加工數(shù)量：,,,,,,,,,,,1,1,1,0,4,

8,雙線園端形橋墩,叁橋通（2007）4340-Ⅱ-B,2.5,直坡,2,3,1,,,,1,1,1,1,0,0,0,1,40+64+40連續(xù)梁橋墩邊墩

,,,,,2.5,3,1,1,,,1,1,1,1,1,0,0,1,

,,,,,3,3,1,,1,,1,1,1,1,0,1,0,1,

,,,,,3.5,3,1,1,1,,1,1,1,1,1,1,0,1,

,,,,,5,3,1,,1,,2,1,1,1,0,1,0,2,

,,,,,5.5,3,1,1,1,,2,1,1,1,1,1,0,2,

,,,計(jì)劃加工數(shù)量：,,,,,,,,,,,1,1,1,0,2,

9,雙線園端形橋墩,叁橋通（2007）4340-Ⅱ-B,2.5+50/h*2,變坡50：1,10.5,3,1,,1,1,4,1,1,1,,1,1,4,40+64+40連續(xù)梁橋墩邊墩

,,,,,11.5,3,1,,,1,5,1,1,1,,0,1,5,

,,,計(jì)劃加工數(shù)量：,,,,,,,,,,,1,,1,1,5,

10,雙線園端形橋墩,叁橋通（2007）4340-Ⅰ-B,3,直坡,1.5,1,1,,,1,,2,1,1,,0,1,0,32+48+32連續(xù)梁橋墩主墩

,,,,,6,1,1,,,,3,2,1,1,,0,0,3,

,,,計(jì)劃加工數(shù)量：,,,,,,,,,,,1,,0,1,3,

11,雙線園端形橋墩,叁橋通（2007）4340-Ⅰ-B,2,直坡,5,3,1,,1,,2,3,1,1,,1,0,2,32+48+32連續(xù)梁橋墩邊墩

,,

溫馨提示

  • 1. 本站所有資源如無(wú)特殊說(shuō)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(qǐng)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(qǐng)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(yè)內(nèi)容里面會(huì)有圖紙預(yù)覽，若沒(méi)有圖紙預(yù)覽就沒(méi)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. 人人文庫(kù)網(wǎng)僅提供信息存儲(chǔ)空間，僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理，對(duì)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(duì)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(qǐng)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(shí)也不承擔(dān)用戶因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。

最新文檔

評(píng)論

0/150

提交評(píng)論