工程量自動計算表樓梯鋼筋砼_第1頁
工程量自動計算表樓梯鋼筋砼_第2頁
工程量自動計算表樓梯鋼筋砼_第3頁
工程量自動計算表樓梯鋼筋砼_第4頁
工程量自動計算表樓梯鋼筋砼_第5頁
全文預覽已結(jié)束

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

"鋼筋識別碼:1為主筋,2為箍筋,3為拉結(jié)筋,4為中間箍筋,5為不規(guī)則鋼筋,6機械接頭",,,,,,,,,,,,主筋,,,箍筋,,

名稱,標高段,鋼筋種類,數(shù)量,鋼筋類型,鋼筋大小,鋼筋識別碼,鋼筋長度,根數(shù),附加長度,下料長度,根數(shù),Ⅲ25以內(nèi),Ⅱ25以內(nèi),Ⅰ25以內(nèi),Ⅰ25以內(nèi),Ⅱ25以內(nèi),接頭

1#樓梯,,,,,,,,,,,,,,,,,

梯級,-0.05,底層主筋,1,3,18,1,5.341797238,7,,5.342,7,74.752,,,,,

,2.134,面層主筋,1,3,18,1,7.380797238,7,,7.381,7,103.285,,,,,

,,兩側(cè)主筋,1,3,22,1,7.640797238,8,,7.641,8,182.543,,,,,

,2.134,底層主筋,1,3,18,1,6.828590444,7,,6.829,7,95.558,,,,,

,4.15,面層主筋,1,3,18,1,5.129590444,7,,5.130,7,71.782,,,,,

,,兩側(cè)主筋,1,3,22,1,5.389590444,8,,5.390,8,128.761,,,,,

,箍筋,,1,2,14,2,3.2252,124,,3.225,124,,,,,483.645,

,拉結(jié)筋,,1,1,8,3,0.4424,664,,0.442,664,,,,115.999,,

,馬凳,,1,2,12,1,0.77,12,,0.770,12,,8.210,,,,

3#樓梯,,,,,,,,,,,,,,,,,

起步,,罩筋,1,1,8,1,1.11,10,,1.110,10,,,4.383,,,

,,頂主筋,1,2,18,1,2.816,2,,2.816,2,,11.259,,,,

,,水平筋,1,1,8,1,2.196,8,,2.196,8,,,6.937,,,

TL1,,主筋,1,3,18,1,2.732,4,,2.732,4,21.846,,,,,

,,箍筋,1,1,8,2,1.3544,14,,1.354,14,,,,7.488,,

,,主筋,3,3,18,1,2.932,4,,2.932,4,70.337,,,,,

,,箍筋,3,1,8,2,1.3544,15,,1.354,15,,,,24.068,,

TZ1,,主筋,2,2,16,1,2.322,4,,2.322,4,,29.342,,,,

,,箍筋,2,1,8,2,0.8544,8,,0.854,8,,,,5.398,,

梯級,-4.05,底層主筋,1,2,12,1,3.148649404,18,,3.149,18,,50.356,,,,

,-2.72,起步負筋,1,1,8,1,1.265,12,,1.265,12,,,5.994,,,

,,上步負筋,1,1,8,1,2.165,12,,2.165,12,,,10.259,,,

,,休息平臺底筋,1,2,12,1,1.74,18,,1.740,18,,27.828,,,,

,,水平筋,1,1,8,1,1.7,36,,1.700,36,,,24.167,,,

體息平臺,-2.72,,,,,,,,,,,,,,,,

,水溝左側(cè),底筋,1,1,8,1,2.248,10,,2.248,10,,,8.877,,,

,,面筋,1,1,8,1,2.488,10,,2.488,10,,,9.825,,,

,排水溝,底筋,1,2,10,1,1.51,10,,1.510,10,,9.317,,,,

,,面筋,1,1,8,1,1.37,10,,1.370,10,,,5.410,,,

,水溝右側(cè),底筋,1,1,8,1,2.128,10,,2.128,10,,,8.403,,,

,,面筋,1,1,8,1,2.368,10,,2.368,10,,,9.351,,,

,,分布筋,1,1,8,1,1.7,48,,1.700,48,,,32.223,,,

梯級,-2.72,底層主筋,1,2,16,1,5.811192702,18,,5.811,18,,165.223,,,,

,-0.05,起步負筋,1,2,10,1,1.615,12,,1.615,12,,11.958,,,,

,,上步負筋,1,2,10,1,1.865,12,,1.865,12,,13.809,,,,

,,水平筋,1,1,8,1,1.7,36,,1.700,36,,,24.167,,,

,馬凳,,1,2,12,1,0.57,10,,0.570,10,,5.064,,,,

,馬凳,,1,2,12,1,0.47,16,,0.470,16,,6.681,,,,

2#樓梯,,,,,,,,,,,,,,,,,

Q1,第一段,外側(cè)豎向主筋,1,2,12,1,5.3,6,,5.300,6,,28.254,,,,

,,內(nèi)側(cè)豎向主筋,1,2,12,1,5,6,,5.000,6,,26.655,,,,

,,水平筋,2,2,12,1,1.506,21,,1.506,21,,56.199,,,,

,,拉結(jié)筋,1,1,8,3,0.3424,36,,0.342,36,,,,4.868,,

,第二段,外側(cè)豎向主筋,1,2,12,1,5.634,6,,5.634,6,,30.035,,,,

,,內(nèi)側(cè)豎向主筋,1,2,12,1,5.334,6,,5.334,6,,28.435,,,,

,,水平筋,2,2,12,1,1.656,23,,1.656,23,,67.682,,,,

,,拉結(jié)筋,1,1,8,3,0.3424,38,,0.342,38,,,,5.138,,

,第三段,外側(cè)豎向主筋,1,2,12,1,6.636,6,,6.636,6,,35.376,,,,

,,內(nèi)側(cè)豎向主筋,1,2,12,1,6.336,6,,6.336,6,,33.777,,,,

,,水平筋,2,2,12,1,1.656,28,,1.656,28,,82.395,,,,

,,拉結(jié)筋,1,1,8,3,0.3424,40,,0.342,40,,,,5.408,,

,第四段,外側(cè)豎向主筋,1,2,12,1,6.97,6,,6.970,6,,37.157,,,,

,,內(nèi)側(cè)豎向主筋,1,2,12,1,6.67,6,,6.670,6,,35.558,,,,

,,水平筋,2,2,12,1,1.656,30,,1.656,30,,88.281,,,,

,,拉結(jié)筋,1,1,8,3,0.3424,42,,0.342,42,,,,5.679,,

,第五段,外側(cè)豎向主筋,1,2,12,1,7.638,6,,7.638,6,,40.718,,,,

,,內(nèi)側(cè)豎向主筋,1,2,12,1,7.338,6,,7.338,6,,39.119,,,,

,,水平筋,2,2,12,1,1.656,33,,1.656,33,,97.109,,,,

,,拉結(jié)筋,1,1,8,3,0.3424,44,,0.342,44,,,,5.949,,

L1,,主筋,40,3,20,1,3.14,4,,3.140,4,1239.943,,,,,

,,主筋,40,2,16,1,2.844,4,,2.844,4,,718.756,,,,

,,箍筋,40,2,10,2,1.518,12,,1.518,12,,,,,449.578,

,,箍筋,40,1,8,2,1.118,6,,1.118,6,,,,105.956,,

梯級,,底筋,1,2,12,1,1.62,544,,1.620,544,,783.012,,,,

81.39410298,,面筋,1,2,12,1,1.705,544,,1.705,544,,824.096,,,,

,,加強筋,1,2,12,1,0.905,544,,0.905,544,,437.424,,,,

,,長通筋,1,2,12,

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)容里面會有圖紙預覽,若沒有圖紙預覽就沒有圖紙。
  • 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. 人人文庫網(wǎng)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。
  • 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