简易工程量计算表.xls

9、地地梁梁、垫垫层层砼砼及及其其土土方方(机机械械挖挖土土)土土壤壤类类别别：一、二类室室外外地地坪坪标标高高（m）-0.3垫垫层层厚厚度度(M)(M)0.1垫垫层层单单边边突突出出(M)0.1垫垫层层单单边边工工作作面面宽宽(M)0.30钢钢筋筋砼砼地地面面厚厚度度(M)0轴号地梁编号数量宽m高m长m支座m其中外轴线长m砖基础宽m梁面标高m放坡系数挖土高度m地梁砼m3地梁模m2垫层砼m3垫层模m2挖土体积m3砖基础m3回填土m3外装饰m2原土夯实m21DL10.250.815.81.8140.18-0.10.602.8022.400.632.807.770.2525.044.26.32DL10.250.818.1641.80.18-0.50.31.003.2726.180.743.2719.551.47314.967.36383DL10.250.819.7619.760.18-1.051.553.9531.620.893.9562.533.73555.025.9288.892不歇的笨鸟友情修改本表原版来自于筑龙网，发布人：wln14 原创人：huangxjian编制日期：2023/4/8合计10.0280.202.2610.0289.855.4675.0210.1322.569、地地梁梁、垫垫层层砼砼及及其其土土方方(机机械械挖挖土土)土土壤壤类类别别：一、二类室室外外地地坪坪标标高高（m）-0.3垫垫层层厚厚度度(M)(M)0.1垫垫层层单单边边突突出出(M)0.1垫垫层层单单边边工工作作面面宽宽(M)0.30钢钢筋筋砼砼地地面面厚厚度度(M)0轴号地梁编号数量宽m高m长m支座m其中外轴线长m砖基础宽m梁面标高m放坡系数挖土高度m地梁砼m3地梁模m2垫层砼m3垫层模m2挖土体积m3砖基础m3回填土m3外装饰m2原土夯实m2不歇的笨鸟友情修改本表原版来自于筑龙网，发布人：wln14 原创人：huangxjian编制日期：2023/4/824、直直形形砖砖墙墙过梁支座长度(m):0.25钉钢丝网宽(m):0.2拉结筋长度m:1.2拉结筋直径mm:6拉结筋间距m:0.50楼层轴线号砖墙宽度m砖墙长度m支座宽m柱面钢网条数层高m梁高或板厚m外装饰面数梁面钢网条数同型墙数量层数门窗中钢丝网长度门门窗窗洞洞口口面面积积m2墙净体积m3外装饰面积m2内装饰面积m2钢丝网面积m2拉结筋重量kg墙净长m梁侧抹灰m2柱墙接触面m21A0.2414.280.9422.950.612526.7073.63492.9864.1642.62133.4133.411.281B0.1871.422.950.411413.009.7445.1245.1217.1221.3122.46.723.671B0.1811410.00不歇的笨鸟友情修改本表原版来自于筑龙网，发布人：wln14 原创人：huangxjian编制日期：2023/4/8合计83.3745.12538.1081.2863.94155.80140.1214.9524、直直形形砖砖墙墙过梁支座长度(m):0.25钉钢丝网宽(m):0.2拉结筋长度m:1.2拉结筋直径mm:6拉结筋间距m:0.50楼层轴线号砖墙宽度m砖墙长度m支座宽m柱面钢网条数层高m梁高或板厚m外装饰面数梁面钢网条数同型墙数量层数门窗中钢丝网长度门门窗窗洞洞口口面面积积m2墙净体积m3外装饰面积m2内装饰面积m2钢丝网面积m2拉结筋重量kg墙净长m梁侧抹灰m2柱墙接触面m2不歇的笨鸟友情修改本表原版来自于筑龙网，发布人：wln14 原创人：huangxjian编制日期：2023/4/84、独独立立基基础础砼砼(机机械械坑坑上上)土壤类别：垫层厚度（M）：0.1垫层单边突出宽(M):0单边工作面宽(M):编制日期：二二三年四月八日基基础础编编号号基基础础数数量量基基础础平平面面尺尺寸寸基基础础高高度度基础面标高m外地坪标高m放放坡坡系系数数挖土方高度(m)基础砼体积(m3)基础模板(m2)垫层砼(m3)垫层模板(m2)基础挖土(m3)回填土(m3)长长长1长2长3长4宽宽宽1宽2宽3宽4高高高1高2高3高4J-111111-1-0.31.7#N/A#N/A0.10.41.700.60J-281#N/A#N/AJ-36#N/A#N/AJ-43#N/A#N/AJ-612#N/A#N/AJ-76#N/A#N/AJ-86#N/A#N/AJ-96#N/A#N/AJ-106#N/A#N/AJ-111#N/A#N/AJ-122#N/A#N/AJ-133#N/A#N/AJ-144#N/A#N/AJ-154#N/A#N/AJ-161#N/A#N/AJ-171#N/A#N/AJ-188#N/A#N/AJ-196#N/A#N/AJ-205#N/A#N/AJ-214#N/A#N/AJ-223#N/A#N/A不歇的笨鸟友情修改独立基础砼计算表黄小健表格原创J-232#N/A#N/AJ-246#N/A#N/AJ-2a1#N/A#N/ATJ-11#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A合合计计1061061.71.7#N/A#N/A#N/A#N/A0.10.10.40.41.71.70.60.6ABCDEFGHIJKLMNOPQSTUVWXYZAAAB基基础础编编号号基基础础数数量量基基础础平平面面尺尺寸寸基基础础高高度度基础面标高m外地坪标高m放放坡坡系系数数挖土方高度(m)基础砼体积(m3)基础模板(m2)垫层砼(m3)垫层模板(m2)基础挖土(m3)回填土(m3)长长长1长2长3长4宽宽宽1宽2宽3宽4高高高1高2高3高4不歇的笨鸟友情修改独立基础砼计算表黄小健表格原创4、独独立立基基础础砼砼(机机械械坑坑上上)土壤类别：一、二类：12三类：3四类:4垫层厚度（M）：0.1垫层单边突出宽(M):0.1单边工作面宽(M):0基础编号基础数量基础平面尺寸基础高度基础面标高m外地坪标高m土壤类别挖土方高度(m)基础砼体积(m3)基础模板(m2)垫层砼(m3)垫层模板(m2)基础挖土(m3)回填土(m3)Aa1a2a3a4Bb1b2b3b4Hjh1h2h3h4h5J-123.1001.400.80.8-7.6-6.6531.756.9414.41.0561.9656.7648.76J-284.5211-7.6-6.6531.9572.001048.27211.04407.57327.30J-363.90.550.52.600.51.50.50.50.5-7.6-6.6532.4560.9091.86.8888.28457.18389.39J-435.253.21.61.6-7.6-6.6532.5580.6481.125.5595.31331.52245.32J-6123.40.30.52.600.71.40.50.50.4-7.6-6.6532.35107.95166.5612.09615.36785.95665.91J-763.10.250.52.400.61.40.50.50.4-7.6-6.6532.3545.6576.445.1487.08357.01306.21J-861.81.80.60.6-7.6-6.6531.5511.6625.922.44.8115.70101.64J-962.72.31.20.60.6-7.6-6.6532.1544.71724.356.48278.70229.64J-10640.40.53.10.30.51.60.60.50.5-7.6-6.6532.5578.54107.528.3169545.23458.38J-1114.62.30.4510.50.5-7.6-6.6531.958.5112.91.21.4655.6845.97J-1225.90.72.90.651.20.60.6-7.6-6.6532.1529.1735.763.7823.68175.45142.49J-1335.65.11.21.2-7.6-6.6532.15102.8277.049.2226.66365.58253.54J-1445.40.452.90.451.20.60.6-7.6-6.6532.1559.1871.046.9446.96329.03262.90J-1544.22.10.3510.50.5-7.6-6.6531.9529.4047.64.0485.36199.32165.87J-161220.60.6-7.6-6.6531.552.404.80.4840.8821.5618.68J-1712.80.42.20.3510.50.5-7.6-6.6531.954.588.50.721.0839.5234.22J-1882.40.42.40.410.50.5-7.6-6.6531.9533.28645.4088.32303.60264.91J-1962.50.52.50.510.50.5-7.6-6.6531.9525.50484.3746.48238.21208.34J-2052.30.42.30.410.50.5-7.6-6.6531.9518.85383.1255181.20159.22J-2141.91.90.60.6-7.6-6.6531.558.6618.241.7643.3681.6271.19J-2231.51.30.60.6-7.6-6.6531.553.5110.080.7651.9245.3241.05J-2323.60.50.52.80.31.50.50.50.5-7.6-6.6532.4519.32302.282.72150.99129.39J-2461.61.60.60.6-7.6-6.6531.559.2223.041.9444.32102.8291.66J-2a15.52.71.21.2-7.6-6.6532.1517.8219.681.6531.7279.9960.52TJ-1110.561.20.350.80.40.4-7.6-6.6531.757.1818.2561.50642.43266.4657.77合计0888.401266.70103.30131.665771.974780.27ABCDEFGHIJKLMNOPQRSTUVWXYZAAAB基础编号基础数量基础平面尺寸基础高度基础面标高m外地坪标高m土壤类别挖土方高度(m)基础砼体积(m3)基础模板(m2)垫层砼(m3)垫层模板(m2)基础挖土(m3)回填土(m3)Aa1a2a3a4Bb1b2b3b4Hjh1h2h3h4h59、地地梁梁、垫垫层层砼砼及及其其土土方方(机机械械挖挖土土)钢筋砼地地面厚度(M):0垫层厚度(M):0.1垫层单边突出(M)0.1垫层单边工作面宽(M):0.30土壤类别：一、二类12三类：3四类4轴号地梁编号数量宽(m)高(m)长(m)支座(m)其中外轴线长m砖基础宽m梁面标高m外地坪标高m土壤类别挖土高度M地梁砼m3地梁模m2垫层砼m3垫层模m2挖土体积M3砖基础(M3)回填土(M3)外装饰(M2)原土夯实m21DL10.250.815.81.8140.18-0.1-0.330.602.8022.400.632.807.770.2525.044.26.32DL10.250.818.1641.800.18-0.1-0.330.603.2726.180.743.279.080.2955.8907.36383DL10.250.819.7561.80.18-0.1-0.330.603.5928.730.813.599.970.3236.4608.08020.000.000.000.000.000.000.0000.00000.000.000.000.000.000.000.0000.00000.000.000.000.000.000.000.0000.00000.000.000.000.000.000.000.0000.00000.000.000.000.000.000.000.0000.00000.000.000.000.000.000.000.0000.00000.000.000.000.000.000.000.0000.00000.000.000.000.000.000.000.0000.00000.000.000.000.000.000.000.0000.00000.000.000.000.000.000.000.0000.00000.000.000.000.000.000.000.0000.0000合计9.6677.312.179.6626.820.8717.404.2021.74ABCDEFGHIJKLMNOPQRSTUV第 9 页24、直直形形砖砖墙墙过梁支座长度(m):0.25钉钢丝网宽(m):0.2 拉结筋长度m:1.2拉结筋直径mm:6拉结筋间距m:0.50楼层轴线号砖墙宽度m长m支座宽m柱面钢网条数层高m梁高或板厚m外装饰面数梁面钢网条数同型墙数量层数门窗代号每堵墙门窗数门窗洞口宽m门窗洞口高m过梁宽度m过梁厚度m门窗洞口面积m2墙净体积m3外装饰面积m2内装饰面积m2过梁体积m3钢丝网面积m2拉结筋重量kg墙净长m梁侧抹灰m2柱墙接触面m21A0.1814.280.9422.950.60125M-11220.18040.0049.230.00546.980.0064.1642.65133133.4 8.461B0.1871.422.950.41141M-211.50.50.180.33.009.3154.1254.120.4317.1221.3222.46.723.671B0.181141C-121.51.50.180.318.00-4.10-18.00-18.000.860.000.00000.000.000.000.000.000.000.000.00000.000.000.000.000.000.000.000.00000.000.000.000.000.000.000.000.00000.000.000.000.000.000.000.000.00000.000.000.000.000.000.000.000.00000.000.000.000.000.000.000.000.00000.000.000.000.000.000.000.000.00000.000.000.000.000.000.000.000.00000.000.000.000.000.000.000.000.00000.00ABCDEFGHIJKLMNOPQRSTUVWXyZAAAB第 10 页