鋼筋籠(螺旋箍筋)工程量自動(dòng)計(jì)算表

鋼筋籠工程量自動(dòng)計(jì)算表,,,,,,,,,,,,

輸入?yún)^(qū),樁,,,主筋,,加勁筋,,,箍筋,,,

,樁徑(㎜),樁長(zhǎng)(m),"保護(hù)層厚

(㎜)",直徑(㎜),根數(shù)(根),直徑(㎜),長(zhǎng)度(m),間距(㎜),直徑(㎜),"加密區(qū)

長(zhǎng)度(m)","加密區(qū)

間距(㎜)","非密區(qū)

間距(㎜)"

,400,13.2,50,16,5,12,1.086,2000,8,2,100,200

注：將上表輸入?yún)^(qū)填完整即可！以下為自動(dòng)計(jì)算區(qū),,,,,,,,,,,,

序號(hào),名稱,,直徑(㎜),單根長(zhǎng)度(m),根數(shù)(根),長(zhǎng)度合計(jì)(m),,質(zhì)量合計(jì)(㎏),,單位質(zhì)量kg/m,,備注

1,計(jì)算結(jié)果,,總計(jì),91.37,13,149.60,,140.50,,10.64,,

,,,10mm內(nèi),77.08,2,77.08,,30.44,,2.31,,

,,,10mm外,14.29,11,72.52,,110.04,,8.34,,

2,主筋,,16,13.20,5,66.00,,104.25,,7.90,,

3,加勁鋼筋,,12,1.09,6,6.52,,5.79,,0.44,,

4,加密區(qū)螺旋箍筋,,8,20.61,1,20.61,,8.14,,0.62,,

5,非加密區(qū)螺旋箍筋,,8,56.47,1,56.47,,22.30,,1.69,,

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螺旋箍筋外長(zhǎng)度計(jì)算公式(非密區(qū)),,,,,,,螺旋箍筋外長(zhǎng)度計(jì)算公式(加密區(qū)),,,,,

序號(hào),名稱,代碼,數(shù)量(m),公式及說(shuō)明,,,序號(hào),名稱,代碼,數(shù)量(m),公式及說(shuō)明,

1,垂直長(zhǎng)度,H,11.200,指主筋的長(zhǎng)度,,,1,垂直長(zhǎng)度,H,2.000,指主筋的長(zhǎng)度,

3,箍筋間距,@,0.200,,,,3,箍筋間距,@,0.100,,

5,主筋直徑,d,0.016,,,,5,主筋直徑,d,0.016,,

7,箍筋直徑,p,0.008,,,,7,箍筋直徑,p,0.008,,

9,樁徑,D,0.400,,,,9,樁徑,D,0.400,,

11,保護(hù)層厚,b,0.050,,,,11,保護(hù)層厚,b,0.050,,

12,螺旋箍筋長(zhǎng)度(螺旋部分),,55.405,=H/h*SQRT(h^2+(D-2b+P)^2*3.14^2)+12.5*P注：外長(zhǎng)度不扣主筋直徑,,,12,螺旋箍筋長(zhǎng)度(螺旋部分),,19.546,=H/h*SQRT(h^2+(D-2b+P)^2*3.14^2)+12.5*P注：外長(zhǎng)度不扣主筋直徑,

13,上下各一個(gè)箍筋,,1.067,在最上端和最下端各存在一個(gè)圓形箍筋,,,13,上下各一個(gè)箍筋,,1.067,在最上端和最下端各存在一個(gè)圓形箍筋,

14,螺旋箍筋總長(zhǎng)度,,56.472,螺旋部分+上下各一個(gè)圓形箍筋,,,14,螺旋箍筋總長(zhǎng)度,,20.613,螺旋部分+上下各一個(gè)圓形箍筋,

,,,本公式已考慮圓形箍筋兩段彎勾，另外還需考慮搭接,,,,,,,,,

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