工程量计算表(梁板柱)
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第 2 页,共 4 页
-保护层锚固值弯锚-保护
层
锚固值弯锚净跨长长度
505042561218742561218742005424 505042561218742561218742005424 182542561218742561218742002012 182542561218742561218742002012
505032568035532568035544005760 505032574842332574842344005896 1791.66732568035532568035544002147 1791.66732574842332574842344002215 1791.66732568035532568035544002147
505042561218742561218742005424 505042561218742561218742005424
915042561218742561218783009524
300 915042574832342574832383009796长度等于净跨+2*15D83008660 3191.66742568025542568025583003447 3191.66742568025542568025583003447
915042561218742561218783009524
83003067 915042574832342574832383009796长度等于净跨+2*15D83008660 3191.66742568025542568025583003447
第 3 页,共 4 页
-保护层锚固值弯锚-保护
层
锚固值弯锚净跨长长度
3191.66742568025542568025583003447 5097875612-2635756123739105134
第 4 页,共 4 页