旋挖、灌注、钻孔桩工程量计算excel表格计算模板

EXCEL计算旋挖、钻孔、灌注桩工程量较软件更快更方便

旋挖

说明：未注明部分单位为mm,红色字体部分为需手工输入的部分需重点注意。

桩径入岩空桩加劲

混凝土保护（直桩半深度段长纵筋直根纵筋锚纵筋锚箍直

桩号层厚度径）径（m）度(m)径数固倍数固长度径

140170170170170170170170170170170800400100050080040090045090045090045090045090045090045090045090045011.211.211.211.211.211.211.211.211.211.211.21614121412141214121412141214121412141214121435560455404554045540455404554045540455404554045540455401014141414141414141414

EXCEL计算旋挖、钻孔、灌注桩工程量较软件更快更方便

旋挖、钻孔、灌注桩工程量

加劲箍间加劲箍搭单个加劲箍筋直加密区桩非加密区桩加密区螺距接长度箍长度径桩长长长距

。

200030020003002000300200030020003002000300200030020003002000300200030020003002717.163251.962623.963069.843069.843069.843069.843069.843069.843069.843069.848100008115008130008150008150008150008150008150008150008150008150008000200015001000030008000700080007000800070008000700080007000800070008000700080007000100100100100100100100100100100100

10000

EXCEL计算旋挖、钻孔、灌注桩工程量较软件更快更方便

工程量计算excel表格

非加密区螺距

200200加密区箍筋长度(m)

184.434087444.58477837非加密区箍加密区钢筋重非加密区钢筋筋长度(m)量(Kg)重量(Kg)

26.0877797672.8293324310.30154247139.441699317.6056372855.06273823螺旋箍筋总重(Kg)

83.130874972.6683755200210.592272634.33943694200194.661188587.3973294200194.661188587.3973294200194.661188587.3973294200194.661188587.3973294200194.661188587.3973294200194.661188587.3973294200194.661188587.3973294200

194.6611885

87.397329483.1586766276.8678101176.8678101176.8678101176.8678101176.8678101176.8678101176.8678101176.8678101113.5599568634.5114574334.5114574334.5114574334.5114574334.5114574334.5114574334.5114574334.51145743

96.7186335111.379268111.379268111.379268111.379268111.379268111.379268111.379268111.379268

EXCEL计算旋挖、钻孔、灌注桩工程量较软件更快更方便

格

纵筋重量(Kg)

233.5162368149.7621888加劲箍重量(Kg)

10.058926326.7420898钢筋笼重量（Kg）

326.706038249.172654入岩工程量(立方米)0.50240.785桩芯混凝土工程量(立5.0249.0275空桩段土方(立方米)0.602880.942土方工程量(立方米)5.626889.9695161.70336186.5808186.5808186.5808186.5808186.5808186.5808186.5808186.5808

23.7990548282.2210480.50246.53120.602887.1340831.5555607329.5156280.635859.537750.7630210.300831.5555607329.5156280.635859.537750.7630210.300831.5555607329.5156280.635859.537750.7630210.300831.5555607329.5156280.635859.537750.7630210.300831.5555607329.5156280.635859.537750.7630210.300831.5555607329.5156280.635859.537750.7630210.300831.5555607329.5156280.635859.537750.7630210.300831.5555607

329.515628

0.63585

9.53775

0.76302

10.3008