钢筋工程量计算表-案例教程.pdf

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钢筋工程量计算表
工程名称：4#桥
直径计算一个构构件总长度每米质量备注
构件名称钢筋名称总根数合计(kg)
(mm)长度(m)件根数数量(m)（kg）
条形基础板横向钢筋￠122.42497343830.060.888737.092.5－2×.0.04
板纵向钢筋￠85.9212784497.280.395196.436－2×0.04
梁纵向钢筋(下)￠256.675735233.453.850898.785.92＋2×15d
梁纵向钢筋(上)￠206.545735228.902.470565.385.92＋2×15d；（6÷0.2＋1）×2
梁箍筋￠102.1627434911.400.616561.42(0.6＋0.35)×2＋2×10d
KZ1主筋￠204.925821678.802.470194.64①轴柱8.425－3.5=4.925
5.509821688.142.470217.71②轴柱9.009－3.5=5.509
6.093821697.492.470240.80③轴柱9.593－3.5=6.093
6.6768216106.822.470263.85④轴柱10.176－3.5=6.676
7.2598216116.142.470286.87⑤轴柱10.759－3.5=7.259
7.8428216125.472.470309.91⑥轴柱11.342－3.5=7.842
8.2808216132.482.470327.23⑦轴柱11.780－3.5=8.280
（0.3－0.03×2）×2×2＋2×10d;
箍筋￠81.12318356.160.395140.68(4.925＋5.509＋6.093＋6.676＋7.259＋7.842＋
8.280)÷0.15＋7
拉结筋￠80.4318127.20.39550.240.3－0.03×2＋2×10d
KL103(6A)上部通长筋￠1848.89224195.562.000391.12（48.025＋48.876）÷2－0.025×2＋2×15d
上部钢筋￠188224322.000642/3×2×6
5.3322421.322/3×2×4
￠202.4792.18
4224162/4×2×4
￠221.331222.662.98019.852/3×2
12442/4×2
受扭钢筋￠1248.40428387.20.888343.83（48.025＋48.876）÷2－0.025×2
下部钢筋￠164.03632624.221.57838.222＋2.036
￠204.03632624.222.47059.822＋2.036

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￠2221282.980381.4440×2－2×8=64

钢筋工程量计算表

工程名称：4#桥
直径计算一个构构件总长度每米质量备注
构件名称钢筋名称总根数合计(kg)
(mm)长度(m)件根数数量(m)（kg）
￠25402241603.85061620×2
（0.65＋0.2）×2＋2×10d；
加密区：(1.5×0.7－0.05)×13/0.1=130；
箍筋￠81.8649729941848.840.395730.29
非加密区：（48.4－1.5×0.7－0.3×7）/0.2=227
附加箍：35×4=140
KL101（1B）上、下部钢筋￠166.436636231.481.578365.276－0.025×2＋2×15d
(0.35＋0.2)×2＋2×10d
加密区：((0.4×1.5－0.05)×2＋2×(1－0.15))/0.1=28
箍筋￠81.26426252317.520.395125.42非加密区：(4－1.5×0.4×2)/0.2=14

KL102(1B)上、下部钢筋￠166.4361638.581.57860.886－0.025×2＋2×15d
(0.35＋0.2)×2＋2×10d
箍筋￠81.264214252.920.39520.90加密区：((0.4×1.5－0.05)×2＋2×(1－0.15))/0.1=28
非加密区：(4－1.5×0.4×2)/0.2=14
L101(3)上部钢筋￠166.4331319.291.57830.446－0.025×2＋2×15d
下部钢筋￠146.4331319.291.21023.346－0.025×2＋2×15d
箍筋￠81.263013037.80.39514.93(0.35＋0.2)×2＋2×10d;5.95/0.2
L102(3)上、下部钢筋￠166.43617102655.861.5781034.956－0.025×2＋2×15d
箍筋￠81.263017510642.60.395253.83(0.35＋0.2)×2＋2×10d;5.