钢结构工程量计算.xlsx

工工程程量量统统计计分分析析汇汇总总表表 工程名称：xxxx钢结构工程 序号位置材料名称规格型号材质宽度 b/mm 厚度 t/mm 1柱kfz-1h500x350x14x1835018 2kfz-2h500x350x14x1835018 1kfz-3h500x350x14x1835018 2kfz-4h500x350x14x1835018 3gjz-1h600x300x14x16q345-b30016 4gjz-2h600x300x14x16q345-b30016 5gjz-3h600x350x16x18q345-b35018 6gjz-4h600x350x16x18q345-b35018 二层 梁gl-1h600x250x10x14q345-b25014 gl-2h600x250x10x14q345-b25014 gl-3h600x250x10x14q345-b25014 gl-4h600x250x10x14q345-b25014 gl-5h600x250x10x14q345-b25014 gl-6h600x250x10x14q345-b25014 gl-7h600x250x10x14q345-b25014 gl-8h600x250x10x14q345-b25014 gl-9h600x250x10x14q345-b25014 l-1hn350x175x7x11q345-b17511 l-2hn350x175x7x11q345-b17511 l-3hn350x175x7x11q345-b17511 屋面梁gjl-1h500350x200x8x10q345-b20010 gjl-2h350x200x8x10q345-b20010 gjl-3 h350500x200x8x10q345-b20010 h500350x200x8x10q345-b20010 gjl-4h350x200x8x10q345-b20010 gjl-5 h350500x200x8x10q345-b20010 h500350x200x8x10q345-b20010 gjl-6h350x200x8x10q345-b20010 gjl-7 h350500x200x8x10q345-b20010 h500350x200x8x10q345-b20010 吊车梁dcl-1650x（200290）x6x（810）2459 dcl-2650x（200290）x6x（810）2459 柱间支撑 zc-1 d140x4.5140 d88.5x488.5 d219x6219 d219x6219 d114x4114 d114x4114 柱间支撑 zc-2 d114x4114 d88.5x488.5 d219x6219 d219x6219 d114x4114 d114x4114 zc-3 d165x4.5165 d88.5x488.5 d219x6219 d219x6219 d140x4.5140 d140x4.5140 zc-4 d140x4.5140 d88.5x488.5 d219x6219 d219x6219 d140x4.5140 d140x4.5140 屋面系杆xg1d102x3.5q235-b102 屋面檩条lt-1ac180x70x20x2.5q235-b lt-1cc180x70x20x2.5q235-b lt-1bc180x70x20x2.5q235-b lt-2ac180x70x20x2.5q235-b lt-2cc180x70x20x2.5q235-b lt-2bc180x70x20x2.5q235-b 檩条隅撑檩条隅撑l80x5 屋面支撑rc-12525 rc-22525 墙梁ql-1c180x70x20x2.5q235-b ql-2c180x70x20x2.5q235-b ql-3c180x70x20x2.5q235-b ql-4c180x70x20x2.5q235-b ql-5c180x70x20x2.5q235-b ql-6c180x70x20x2.5q235-b ql-7c180x70x20x2.5q235-b ql-8c180x70x20x2.5q235-b ql-9c180x70x20x2.5q235-b ql-10c180x70x20x2.5q235-b ql-11c180x70x20x2.5q235-b ql-12c180x70x20x2.5q235-b ql-13c180x70x20x2.5q235-b ql-14c180x70x20x2.5q235-b ql-15c180x70x20x2.5q235-b ql-16c180x70x20x2.5q235-b ql-17c180x70x20x2.5q235-b 墙面系杆xgd102x3.5q235-b102 小计： 序号位置材料名称规格型号材质宽度 b厚度 t 节点板gjz-1180x81808 80x6806 100x81008 80x6806 300x1630016 115x1611516 672x3067230 300x1630016 150x1615016 143x1614316 143x1014310 120x81208 100x1610016 140x1414014 243x1024310 hn200x100x5.5x81008 190x81908 120x81208 节点板gjz-2340x2034020 70x147014 552x2555225 300x1630016 100x1610016 140x1414014 243x1024310 节点板gjz-3390x2039020 70x147014 606x2560625 300x1830018 100x1810018 172x1817218 172x1817218 172x1817218 350x1835018 364-264x63146 350x1835018 172x1217212 l75x6 260x1626016 160x1416014 267x1026710 节点板gjz-4390x2039020 70x147014 606x2560625 300x1830018 100x1810018 172x1817218 172x1817218 172x1817218 350x1835018 364-264x63146 350x1835018 172x1217212 l75x6 260x1626016 350x1835018 364-264x63146 350x1835018 172x1217212 l75x6 260x1626016 160x1416014 267x1026710 节点板gjl-1220x1622016 100x1010010 100x1010010 100x1010010 100x1010010 220x1622016 190x81908 120x81208 90x8908 节点板gjl-2220x1622016 100x1010010 100x1010010 100x1010010 100x1010010 220x1622016 190x81908 120x81208 节点板gjl-3100x1010010 220x1622016 100x1010010 220x1622016 200x1620016 100x1010010 100x1010010 96x109610 96x109610 190x81908 120x81208 节点板gjl-4220x1622016 100x1010010 100x1010010 100x1010010 100x1010010 220x1622016 190x81908 120x81208 节点板gjl-5100x1010010 220x1622016 100x1010010 220x1622016 200x1622016 100x1010010 100x1010010 96x109610 96x109610 190x81908 120x81208 节点板gjl-6220x1622016 100x1010010 100x1010010 100x1010010 100x1010010 220x1622016 190x81908 120x81208 节点板gjl-7100x1010010 220x1622016 100x1010010 220x1622016 200x1620016 100x1010010 100x1010010 96x109610 96x109610 190x81908 120x81208 节点板kfz-1540x1654016 540x1854018 70x107010 节点板kfz-2540x1654016 540x1854018 70x107010 节点板kfz-3540x1654016 540x1854018 70x107010 节点板kfz-4540x1654016 540x1854018 70x107010 节点板 dcl-1 80x6806 230x1023010 250x1025010 节点板 dcl-2 80x6806 230x1023010 250x1025010 95x109510 50x225022 95x109510 连接板连接板200x1220012 220x1022010 145x61456 连接板连接板200x1220012 220x1022010 145x61456 车挡车挡280x1028010 280x1028010 380x63806 280x1028010 137x1013710 90x6906 节点板 gl-1 120x81208 120x81208 30x6306 gl-2 120x81208 120x81208 30x6306 gl-3 120x81208 120x81208 30x6306 gl-4 120x81208 120x81208 30x6306 gl-5 120x81208 120x81208 30x6306 gl-6 120x81208 30x6306 gl-7 120x81208 30x6306 gl-8 120x81208 120x81208 30x6306 gl-9 120x81208 30x6306 zc-1645x86458 598x85988 657x86578 398x83988 393x83938 342x83428 zc-2645x86458 598x85988 657x86578 398x83988 393x83938 342x83428 zc-3645x86458 598x85988 657x86578 454x84548 452x84528 420x84208 zc-4645x86458 598x85988 657x86578 454x84548 452x84528 420x84208 节点板 小计： 宽度 b/mm 墙面新型高密度夹芯复合屋面板261轴150 126轴150 1轴100 26轴100 宽度/m 屋面新型高密度夹芯复合屋面板67.2 37.8 二层 1.5厚楼承板+100厚c25混凝土 板面 100150 长度/m数量/个 3mm钢板折弯天沟水槽1504 名称型号-d/mm 锚栓单个数 量/个 地脚锚栓dj-12412 dj-23012 dj-33012 dj-43012 dj-5366 dj-6206 dj-7248 dj-8206 dj-9204 序号位置材料名称规格型号 高强螺栓 型号 钢梁数量 左端节点编 号 二层结构平面图gl-1h600x250x10x14m2021 gl-2h600x250x10x14m2041 10.9级gl-3h600x250x10x14m2041 高强螺栓gl-4h600x250x10x14m2021 gl-5h600x250x10x14m2021 gl-6h600x250x10x14m20481 gl-7h600x250x10x14m20481 gl-8h600x250x10x14m2021 gl-9h600x250x10x14m20441 l-1hn350x175x7x11m201002 l-2hn350x175x7x11m2010923 l-3hn350x175x7x11m20752 屋面刚性系杆xg1d102x3.5m16175 节点板数量 屋面梁a-a截面a轴、g轴m1652 b-b截面a轴g轴m16312 g-g截面k-k截面m20130 dcl-12292 dcl-2228 屋面檩条lt-1ac180x70x20x2.5m1212 lt-1cc180x70x20x2.5m1224 lt-1bc180x70x20x2.5m12104 lt-2ac180x70x20x2.5m12138 lt-2cc180x70x20x2.5m12276 lt-2bc180x70x20x2.5m121196 檩条隅撑檩条隅撑l80x5m301900 墙梁与檩托的连接 ql-1c180x70x20x2.5m1260 ql-2c180x70x20x2.5m124 ql-3c180x70x20x2.5m12300 ql-4c180x70x20x2.5m1220 ql-5c180x70x20x2.5m12834 ql-6c180x70x20x2.5m1258 ql-7c180x70x20x2.5m1210 ql-8c180x70x20x2.5m12174 ql-9c180x70x20x2.5m121 ql-10c180x70x20x2.5m1279 ql-11c180x70x20x2.5m122 ql-12c180x70x20x2.5m122 ql-13c180x70x20x2.5m1216 ql-14c180x70x20x2.5m1260 ql-15c180x70x20x2.5m1224 ql-16c180x70x20x2.5m124 ql-17c180x70x20x2.5m1212 合计：m12m16m20 10140514411866 型号-d/mm长度/mm数量/个 地脚螺栓汇总d20630708.00 d24750192.00 d30920120.00 d361050288.00 高度 h/mm 厚度 tw/mm 数量/个单件长度/mm 延米 单个重量kg/m 重量/t 型材加损耗 /m 6% 50014821300149.9025.54 50014822000149.9026.38 50014421300149.9012.77 50014422000149.9013.19 600145221141137.78151.47 600145222500137.78161.20 600165221000169.75185.37 600162623000169.75101.51 6001021510099.853.02 6001041540099.856.15 6001041740099.856.95 6001021510099.853.02 6001021510099.853.02 60010481540099.8573.81 60010481740099.8583.39 6001021510099.853.02 60010441510099.8566.34 3507100570048.2527.50 35071092600048.25316.13 350775565048.2520.45 425852397156.8311.73 350852702252.1219.03 425852450556.8313.31 425852450556.8313.31 350852702252.1219.03 425852453356.8313.40 425852453356.8313.40 350852902352.1224.45 425826450056.836.65 425826450056.836.65 650692597065.0935.75 工工程程量量统统计计分分析析汇汇总总表表 工程名称：xxxx钢结构工程 650692616065.0936.89 8588415.040.71 858848.340.39 81374531.523.47 16663831.523.35 8940610.850.82 16458810.850.80 8588610.850.51 858868.340.39 81375031.523.47 16664031.523.35 8940810.850.82 16458910.850.80 4588417.810.42 458848.340.20 41374531.521.73 8663831.521.67 41104115.040.66 8537515.040.65 8588615.040.71 858868.340.39 81375031.523.47 16664031.523.35 81104315.041.33 16537715.041.29 17560008.508.93 1260956.870.50 2460956.871.00 10460956.874.35 13859906.870.57 27659906.8711.36 119659906.8749.22 190010006.0811.55 9685263.853.15 4889853.851.66 6055136.872.27 455136.870.15 30055136.8711.36 2055136.870.76 83459806.8734.26 5859806.872.38 1010006.870.07 17424006.872.87 113336.870.01 7920006.871.09 220026.870.03 210026.870.01 1618006.870.20 6060006.872.47 2469906.871.15 460006.870.16 1210006.870.08 21150008.502.68 1692.87 数量/个单件长度/mm单重 kg/个重量/t 型材加损耗 /m 3% 8322002.261.88 8321700.640.53 3121801.130.35 3121000.380.12 5257221.551.12 3121151.660.52 52940148.767.74 10492034.673.61 3122905.461.70 62456810.206.37 1046377.150.74 3121300.980.31 520010.010.07 2085688.741.82 10457210.911.13 2005.552230020.501.07 523003.580.19 522902.190.11 5264034.161.78 312700.540.17 5284091.004.73 10482030.903.21 3122903.641.14 2085688.741.82 10457210.911.13 5264039.192.04 312700.540.17 5284099.905.19 10482034.763.62 3122904.101.28 10456413.711.43 10456413.711.43 10456413.711.43 5270034.621.80 5270010.350.54 5270734.961.82 1042994.840.50 523306.780.12 5232010.450.54 2085649.922.06 10457211.991.25 2664039.191.02 156700.540.08 2684099.902.60 5282034.761.81 1562904.100.64 5256413.710.71 5256413.710.71 5256413.710.71 2670034.620.90 2670010.350.27 2670734.960.91 522994.840.25 263306.780.06 2632010.450.27 2670034.620.90 2670010.350.27 2670734.960.91 522994.840.25 263306.78 2632010.450.27 1045649.921.03 5257211.990.62 5270019.341.01 521000.790.04 521000.790.04 521000.790.04 521000.790.04 5255015.200.79 1043003.580.37 1042902.190.23 3121200.680.21 5255015.200.79 521000.790.04 521000.790.04 521000.790.04 521000.790.04 5255015.200.79 2603003.580.93 2602902.190.57 521000.790.04 5255015.200.79 521000.790.04 5255015.200.79 5264016.080.84 521000.790.04 521000.790.04 1044433.340.35 1044433.340.35 3123003.581.12 3122902.190.68 5255015.200.79 521000.790.04 521000.790.04 521000.790.04 521000.790.04 5255015.200.79 2603003.580.93 2602902.190.57 521000.790.04 5255015.200.79 521000.790.04 5255015.200.79 5264017.680.92 521000.790.04 521000.790.04 1045163.890.40 1045123.860.40 3643003.581.30 3642902.190.80 5255015.200.79 521000.790.04 521000.790.04 521000.790.04 521000.790.04 5255015.200.79 3123003.581.12 3122902.190.68 261000.790.02 2655015.200.40 261000.790.02 2655015.200.40 2664016.080.42 261000.790.02 261000.790.02 524473.370.18 524473.370.18 1563003.580.56 1562902.190.34 839026.450.21 838028.990.23 32700.380.01 839026.450.21 838028.990.23 32700.380.01 439026.450.11 438028.990.12 16700.380.01 439026.450.11 438028.990.12 16700.380.01 7365822.191.61 18466411.992.21 923156.180.57 645822.190.14 866411.990.10 83156.180.05 86324.710.04 82001.730.01 165824.340.07 1844458.381.54 1842053.540.65 1843452.360.43 164458.380.13 162053.540.06 163452.360.04 8108023.740.19 8108023.740.19 8108019.330.15 84008.790.07 323804.090.13 163801.610.03 105724.310.04 105724.310.04 82500.350.00 285724.310.12 285724.310.12 162500.350.01 325724.310.14 325724.310.14 162500.350.01 105724.310.04 105724.310.04 82500.350.00 245724.310.10 45724.310.02 82500.350.00 6725724.312.90 1922500.350.07 7685724.313.31 1922500.350.07 245724.310.10 45724.310.02 82500.350.00 6165724.312.66 1762500.350.06 1637915.350.25 1638714.530.23 8153063.130.51 163538.820.14 163458.510.14 897020.830.17 1638015.390.25 1638714.530.23 8153063.130.51 163538.820.14 163468.540.14 897020.830.17 837915.350.12 838714.530.12 4153063.130.25 83489.920.08 83409.650.08 4111029.280.12 1638015.390.25 1638714.530.23 8153063.130.51 163489.920.16 163419.680.15 8111029.280.23 134.67 损耗 6% 合计1827.551937.19831 高度 h/mm面积m21.2m处窗1.2m处门7m处窗14.5m处窗门窗面积 21.83270211.260266.40266.40804.00 21.83270211.260266.40266.40804.00 21.82180155.112176.40176.40507.91 21.82180155.112176.40176.40507.91 小计 长度/m面积/m2 15010080 1505670 小计 15000m2176.63176.63 总长度/m 600m 长度/mm 基础数量 /个 小计数量 /个 地脚螺栓汇总 型号-d/mm长度/mm 750448d20630 920448d24750 920448d30920 910224d361050 105048288 63048288 74018144 63054324 6202496 小计1308个 右节点编 号 左端节点 螺栓数量 右端节点 螺栓数量 高强螺栓数量 1121248 1121296 1121296 1121248 1121248 112121152 112121152 1121248 112121056 233600 3336552 233450 小计11346个 441400个 高强螺栓数量/个节点板 12624 103120 小计：5144 4520 403680 40320 小计4000 224 248 2208 2276 2552 22392 小计3500 47600 4240 416 41200 480 43336 4232 440 4696 44 4316 48 48 464 4240 496 416 448 小计6640个 栓钉 22m30 40007600 每延米 表面积/m2 小计表面积/m2备注 2.37404.2 2.37417.5 2.37202.1 2.37208.7 2.372607.6 2.372775.2 2.572804.3 2.571535.7 2.1865.8 2.18134.3 2.18151.7 2.1865.8 2.1865.8 2.181611.5 2.181820.7 2.1865.8 2.181448.4 1.39790.0 1.399081.1 1.39587.3 1.63337.4 1.48541.9 1.63382.8 1.63382.8 1.48541.9 1.63385.2 1.63385.2 1.48696.3 1.63191.2 1.63191.2 2.271245.7 工工程程量量统统计计分分析析汇汇总总表表 工程名称：xxxx钢结构工程 2.271285.3 0.4420.7 0.2813.1 0.6975.6 0.6973.0 0.3626.9 0.3626.3 0.3616.9 0.2813.1 0.6975.6 0.6973.1 0.3626.9 0.3626.3 0.5212.2 0.286.5 0.6937.8 0.6936.5 0.4419.4 0.4418.9 0.4420.7 0.2813.1 0.6975.6 0.6973.1 0.4438.8 0.4437.8 0.32336.3 0.7252.7 0.72105.3 0.72456.4 0.72595.2 0.721190.3 0.725158.1 0.32608.0 0.0864.3 0.0833.9 0.72238.2 0.7215.9 0.721190.8 0.7279.4 0.723590.9 0.72249.7 0.727.2 0.72300.7 0.721.0 0.72113.8 0.722.9 0.721.4 0.7220.7 0.72259.2 0.72120.8 0.7217.3 0.728.6 0.32100.9 49187.98 单个表面积小计表面积/m2备注 0.0759.90 0.0322.63 0.0411.23 0.024.99 0.3417.85 0.038.25 1.2665.69 0.5557.41 0.0927.14 0.16101.37 0.1818.95 0.039.73 0.001.04 0.1633.08 0.2828.91 0.7994.4 0.115.93 0.073.62 0.4422.63 0.013.06 0.9348.22 0.4951.17 0.0618.10 0.1633.08 0.2828.91 0.5025.96 0.013.06 1.0252.94 0.4951.17 0.0618.10 0.1920.18 0.1920.18 0.1920.18 0.4925.48 0.4422.86 0.4925.73 0.1010.70 0.305.15 0.178.65 0.1837.54 0.3131.77 0.5012.98 0.011.53 1.0226.47 0.4925.58 0.069.05 0.1910.09 0.1910.09 0.1910.09 0.4912.74 0.4411.43 0.4912.87 0.105.35 0.307.80 0.174.33 0.4912.74 0.4411.43 0.4912.87 0.105.35 0.302.57 0.174.33 0.1818.77 0.3115.88 0.3116.02 0.021.04 0.021.04 0.021.04 0.021.04 0.2412.58 0.1111.86 0.077.24 0.026.74 0.2412.58 0.021.04 0.021.04 0.021.04 0.021.04 0.2412.58 0.1129.64 0.0718.10 0.021.04 0.2412.58 0.021.04 0.2412.58 0.2613.31 0.021.04 0.021.04 0.098.85 0.098.85 0.1135.57 0.0721.72 0.2412.58 0.021.04 0.021.04 0.021.04 0.021.04 0.2412.58 0.1129.64 0.0718.10 0.021.04 0.2412.58 0.021.04 0.2412.58 0.2814.64 0.021.04 0.021.04 0.1010.30 0.1010.22 0.1141.50 0.0725.33 0.2412.58 0.021.04 0.021.04 0.021.04 0.021.04 0.2412.58 0.1135.57 0.0721.72 0.020.52 0.246.29 0.0