鋼筋工程量計(jì)算表格實(shí)例_第1頁
鋼筋工程量計(jì)算表格實(shí)例_第2頁
鋼筋工程量計(jì)算表格實(shí)例_第3頁
鋼筋工程量計(jì)算表格實(shí)例_第4頁
鋼筋工程量計(jì)算表格實(shí)例_第5頁
已閱讀5頁,還剩380頁未讀 繼續(xù)免費(fèi)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(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)

文檔簡介

,柱鋼筋工程量計(jì)算表,,,,,,,,,,,,,,,,,,,,,,座,,層,,,

構(gòu)件名稱,構(gòu)件截面,,截面周長,保護(hù)層厚,構(gòu)件高度,鋼筋位置,直徑,,根部錨固長,頂部錨固長度,單根長度,每件根數(shù),構(gòu)件數(shù),根數(shù),鋼筋長度,,,,,,,,箍筋長度,,,,電渣壓力焊接頭,箍筋根數(shù)計(jì)算

,長,寬,,,,,Ⅰ,Ⅱ,,(m),(m),,,,12mm,14mm,16mm,18mm,20mm,22mm,25mm,28mm,6mm,8mm,10mm,12mm,,

KZ1,0.5,0.5,2,0.03,10.25,角筋,,0.02,0.3,0.24,11.33,4,14,56,,,,,634.48,,,,,,,,336,

,,,,,,b側(cè)筋,,0.02,0.3,0.24,11.33,4,14,56,,,,,634.48,,,,,,,,,

,,,,,,h側(cè)筋,,0.02,0.3,0.24,11.33,4,14,56,,,,,634.48,,,,,,,,,

,,,,,,箍筋,0.01,,,,2.00,88,14,1232,,,,,,,,,,,2464,,,88

,,,,,,箍筋,0.01,,,,1.45,88,14,1232,,,,,,,,,,,1786.4,,,

,,,,,,箍筋,0.01,,,,1.45,88,14,1232,,,,,,,,,,,1786.4,,,

KZ2,0.5,0.5,2,0.03,10.15,角筋,,0.025,0.3,0.3,11.39,4,4,16,,,,,,,182.24,,,,,,112,

,,,,,,b側(cè)筋,,0.025,0.3,0.3,11.39,6,4,24,,,,,,,273.36,,,,,,,

,,,,,,h側(cè)筋,,0.02,0.3,0.24,11.33,4,4,16,,,,,181.28,,,,,,,,,

,,,,,,箍筋,0.01,,,,2.00,98,4,392,,,,,,,,,,,784,,,98

,,,,,,箍筋,0.01,,,,1.61,98,4,392,,,,,,,,,,,631.12,,,

,,,,,,箍筋,0.01,,,,1.45,98,4,392,,,,,,,,,,,568.4,,,

KZ3,0.9,0.5,2.8,0.03,10.25,角筋,,0.025,0.3,0.3,11.39,4,4,16,,,,,,,182.24,,,,,,128,

,,,,,,b側(cè)筋,,0.025,0.3,0.3,11.39,8,4,32,,,,,,,364.48,,,,,,,

,,,,,,h側(cè)筋,,0.025,0.3,0.3,11.39,4,4,16,,,,,,,182.24,,,,,,,

,,,,,,箍筋,0.01,,,,2.80,105,4,420,,,,,,,,,,,1176,,,105

,,,,,,箍筋,0.01,,,,2.18,105,4,420,,,,,,,,,,,915.6,,,

,,,,,,箍筋,0.01,,,,1.50,105,4,420,,,,,,,,,,,630,,,

,,,,,,箍筋,0.01,,,,1.73,105,4,420,,,,,,,,,,,726.6,,,

KZ4,1.2,0.5,3.4,0.03,10.25,角筋,,0.025,0.3,0.3,11.39,4,2,8,,,,,,,91.12,,,,,,64,

,,,,,,b側(cè)筋,,0.025,0.3,0.3,11.39,8,2,16,,,,,,,182.24,,,,,,,

,,,,,,h側(cè)筋,,0.025,0.3,0.3,11.39,4,2,8,,,,,,,91.12,,,,,,,

,,,,,,箍筋,0.01,,,,3.40,106,2,212,,,,,,,,,,,720.8,,,106

,,,,,,箍筋,0.01,,,,2.54,106,2,212,,,,,,,,,,,538.48,,,

,,,,,,箍筋,0.01,,,,1.62,106,2,212,,,,,,,,,,,343.44,,,

,,,,,,箍筋,0.01,,,,1.93,106,2,212,,,,,,,,,,,409.16,,,

KZ5,0.5,0.4,1.8,0.03,10.15,角筋,,0.018,0.3,0.216,11.30,4,12,48,,,,,,,542.4,,,,,,288,

,,,,,,b側(cè)筋,,0.018,0.3,0.216,11.30,4,12,48,,,,,,,542.4,,,,,,,

,,,,,,h側(cè)筋,,0.018,0.3,0.216,11.30,4,12,48,,,,,542.4,,,,,,,,,

,,,,,,箍筋,0.008,,,,1.75,88,12,1056,,,,,,,,,,1848,,,,88

,,,,,,箍筋,0.008,,,,1.46,88,12,1056,,,,,,,,,,1541.76,,,,

,,,,,,附加筋,,0.016,0.3,0.192,8.31,2,12,24,,,199.44,,,,,,,,,,,40

,,,,,,附加箍,0.008,,,,1.25,,,,,,,,,,,,,,,,,

KZ6,0.5,0.4,1.8,0.03,10.15,角筋,,0.018,0.3,0.216,11.30,4,4,16,,,,,,,180.8,,,,,,96,

,,,,,,b側(cè)筋,,0.018,0.3,0.216,11.30,4,4,16,,,,,,,180.8,,,,,,,

,,,,,,h側(cè)筋,,0.018,0.3,0.216,11.30,4,4,16,,,,,180.8,,,,,,,,,

,,,,,,箍筋,0.008,,,,1.75,88,4,352,,,,,,,,,,616,,,,88

,,,,,,箍筋,0.008,,,,1.46,88,4,352,,,,,,,,,,513.92,,,,

KZa,0.37,0.3,1.34,0.03,5.7,主筋,,0.016,0.3,0.192,6.73,4,6,24,,,161.52,,,,,,,,,,48,

,,,,,,箍筋,0.008,,,,1.29,49,6,294,,,,,,,,,,379.26,,,,49

GDZ1,1.85,0.25,4.2,0.03,10.25,主筋,,0.018,0.3,0.216,11.30,28,4,112,,,,1265.6,,,,,,,,,224,

,,,,,,箍筋,0.01,,,,4.20,105,4,420,,,,,,,,,,,1764,,,105

,,,,,,箍筋,0.01,,,,0.43,210,4,840,,,,,,,,,,,361.2,,,

,0.5,0.5,2,0.03,,箍筋,0.01,,,,2.00,105,4,420,,,,,,,,,,,840,,,

,,,,,,箍筋,0.01,,,,1.45,105,4,420,,,,,,,,,,,609,,,

,,,,,,箍筋,0.01,,,,0.68,105,4,420,,,,,,,,,,,285.6,,,

GDZ1a,1.8,0.25,4.1,0.03,10.25,主筋,,0.018,0.3,0.216,11.30,28,2,56,,,,632.8,,,,,,,,,112,

,,,,,,箍筋,0.01,,,,4.10,105,2,210,,,,,,,,,,,861,,,105

,,,,,,箍筋,0.01,,,,0.43,210,2,420,,,,,,,,,,,180.6,,,

,0.5,0.5,2,0.03,,箍筋,0.01,,,,2.00,105,2,210,,,,,,,,,,,420,,,

,,,,,,箍筋,0.01,,,,1.45,105,2,210,,,,,,,,,,,304.5,,,

,,,,,,箍筋,0.01,,,,0.68,105,2,210,,,,,,,,,,,142.8,,,

GDZ2,1.2,0.25,2.9,0.03,10.25,主筋,,0.018,0.3,0.216,11.30,20,4,80,,,,904,,,,,,,,,160,

,,,,,,箍筋,0.01,,,,2.90,105,4,420,,,,,,,,,,,1218,,,105

,,,,,,箍筋,0.01,,,,0.43,105,4,420,,,,,,,,,,,180.6,,,

,0.5,0.5,2,0.03,,箍筋,0.01,,,,2.00,105,4,420,,,,,,,,,,,840,,,

,,,,,,箍筋,0.01,,,,1.45,105,4,420,,,,,,,,,,,609,,,

,,,,,,箍筋,0.01,,,,0.68,105,4,420,,,,,,,,,,,285.6,,,

GDZ2a,1.15,0.25,2.8,0.03,10.25,主筋,,0.018,0.3,0.216,11.30,20,10,200,,,,2260,,,,,,,,,400,

,,,,,,箍筋,0.01,,,,2.80,105,10,1050,,,,,,,,,,,2940,,,105

,,,,,,箍筋,0.01,,,,0.43,105,10,1050,,,,,,,,,,,451.5,,,

,0.5,0.5,2,0.03,,箍筋,0.01,,,,2.00,105,10,1050,,,,,,,,,,,2100,,,

,,,,,,箍筋,0.01,,,,1.45,105,10,1050,,,,,,,,,,,1522.5,,,

,,,,,,箍筋,0.01,,,,0.68,105,10,1050,,,,,,,,,,,714,,,

GDZ3,1,0.25,2.5,0.03,10.25,主筋,,0.018,0.3,0.216,11.30,20,4,80,,,,904,,,,,,,,,160,

,,,,,,箍筋,0.01,,,,2.50,105,4,420,,,,,,,,,,,1050,,,105

,,,,,,箍筋,0.01,,,,0.43,105,4,420,,,,,,,,,,,180.6,,,

,0.5,0.5,2,0.03,,箍筋,0.01,,,,2.00,105,4,420,,,,,,,,,,,840,,,

,,,,,,箍筋,0.01,,,,1.45,105,4,420,,,,,,,,,,,609,,,

,,,,,,箍筋,0.01,,,,0.68,105,4,420,,,,,,,,,,,285.6,,,

GDZ6,1,0.25,2.5,0.03,10.25,主筋,,0.018,0.3,0.216,11.30,14,2,28,,,,316.4,,,,,,,,,56,

,,,,,,箍筋,0.01,,,,2.50,105,2,210,,,,,,,,,,,525,,,105

,0.5,0.5,2,0.03,,箍筋,0.01,,,,2.00,105,2,210,,,,,,,,,,,420,,,

,,,,,,箍筋,0.01,,,,1.45,105,2,210,,,,,,,,,,,304.5,,,

GDZ7,0.5,0.5,2,0.03,10.25,主筋,,0.018,0.3,0.216,11.30,12,23,276,,,,3118.8,,,,,,,,,552,

,,,,,,箍筋,0.08,,,,3.66,99,23,2277,,,,,,,,,,,8333.82,,,99

,,,,,,箍筋,0.08,,,,3.11,105,23,2415,,,,,,,,,,,7510.65,,,

GAZ1,0.25,0.4,1.3,0.03,10.25,主筋,,0.018,0.3,0.216,11.30,6,23,138,,,,1559.4,,,,,,,,,276,

,,,,,,箍筋,0.08,,,,2.96,69,23,1587,,,,,,,,,,,4697.52,,,69

GDZa,0.87,0.25,2.24,0.03,10.25,主筋,,0.018,0.3,0.216,11.30,22,2,44,,,,497.2,,,,,,,,,88,

,,,,,,箍筋,0.01,,,,2.24,105,2,210,,,,,,,,,,,470.4,,,105

,0.5,1.1,3.2,0.03,,箍筋,0.01,,,,3.20,105,2,210,,,,,,,,,,,672,,,

,,,,,,箍筋,0.01,,,,2.65,105,2,210,,,,,,,,,,,556.5,,,

,,,,,,箍筋,0.01,,,,1.50,105,2,210,,,,,,,,,,,315,,,

GDZb,1.65,0.25,3.8,0.03,10.25,主筋,,0.018,0.3,0.216,11.30,26,2,52,,,,587.6,,,,,,,,,104,

,,,,,,箍筋,0.01,,,,3.80,105,2,210,,,,,,,,,,,798,,,105

,,,,,,箍筋,0.01,,,,0.43,210,2,420,,,,,,,,,,,180.6,,,

,0.5,0.5,2,0.03,,箍筋,0.01,,,,2.00,105,2,210,,,,,,,,,,,420,,,

,,,,,,箍筋,0.01,,,,1.45,105,2,210,,,,,,,,,,,304.5,,,

,,,,,,箍筋,0.01,,,,0.68,105,2,210,,,,,,,,,,,142.8,,,

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

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(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)頁內(nèi)容里面會(huì)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. 人人文庫網(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。

評(píng)論

0/150

提交評(píng)論