1、汇总17.663序号定额编号项目名称单位数量桩芯CTJLZ102.8212.0004.9034.20716.01416.5t6.5130.05828.0t32.4460.1590.9807.2568拉结筋t3.047310t1.6830.061412t0.000514t616t712t9.5093.5151.376814t10.4870.4921.1765.657916t18.1501.1911.5501018t9.5880.9540.8970.7990.1741120t1.0280.8291222t0.0001325t0.000147t10.370159t0.00016桩芯C30砼m36.02、916.091一层单梁C25砼27.018一层单梁模板338.65117电渣压力焊接头个2334.728233518C25砼承台m362.36862.36819承台模板m2232.000232.00020C15砼垫层m320.12910.5099.62021垫层模板m277.10029.00048.10023基坑土方m3624.188624.18824C25砼基础梁m320.73520.73525基础梁模板m2207.350207.35026基槽土方m393.27193.27127C25砼柱m3118.822118.82228柱模板m21472.0501472.05029C25KB模板m2883、.51230C25KB砼板m35.76031C25现浇板模板m22408.16032C25现浇板砼m3270.51633C25砼梁m3165.20734梁模板m32014.94647C20砼GZm37.27248GZ柱模板m272.72062C25检修孔个63C25雨棚砼m33.85364雨棚模板m246.03267C25楼梯投影m2199.67668楼梯模板m2199.67669止水螺杆12t0.00070螺杆12t0.00071PVC套管16m0.00072玻璃纤维网M21881.12073天沟砼m39.420天沟模板m2161.920过梁砼m37.690过梁模板m294.020压顶砼m34、3.810压顶模板m262.730零星砼m314.270零星模板m2215.09084WBA7-26屋面检查孔盖板(1000*1000)块85水池铸铁盖板(1700*2500)块86PVC阳台排水(单阳台)组87水池内粉防水砂浆m2钢托板kg170.000序号定额编号项目名称单位数量桩芯CTJLZ102.8212.0004.9034.20716.014KB2-6B1层KL2-6KL屋面KL屋面BGZ放射筋0.58017.3774.74623.7325.6366.3070.9510.0630.1994.6780.0540.2680.1970.1582.6601.1725.8591.3575.695、20.6150.5422.7060.4910.7540.2951.4780.0071.8479.2361.9050.8044.0191.8770.0330.1650.0000.0000.22410.0400.06327.018338.65188.5125.7602.0831958.784447.29321.720197.51151.285135.09130.1161693.256321.6907.27272.720KB2-6B1层KL2-6KL屋面KL屋面BGZ放射筋0.58017.3774.74623.7325.6366.3070.9510.063天沟过梁压顶老虎窗拉结筋雨棚楼梯TB楼梯TL6、0.7600.2400.4401.5703.0470.6143.7261.9060.0600.7000.4401.5700.2951.6450.5043.0470.2400.7670.1270.0671.3140.0000.1451.2760.0640.0433.85346.032199.676199.6769.420161.9207.69094.0203.81062.7300.98013.29034.440180.650天沟过梁压顶老虎窗拉结筋雨棚楼梯TB楼梯TL0.7600.2400.4401.5703.0470.6143.7261.906零星增加1.0002.0001.000一门编号洞口7、尺寸详编号单樘面积合计一层外一层内二三层外宽高m2樘数面积樘数面积樘数FHM0615丙6002100丙级防火门1.2685.680.0045.04FHM1021乙10002100乙级防火门2.1063.000.0024.20FHM1221乙12002100乙级防火门2.52141.120.000.00FHM1521乙15002100乙级防火门3.1544.10412.6026.30M08218002100夹板门1.68537.600.000.00M09219002100夹板门1.89623.700.0023.78M102110002100夹板门2.1042.000.0024.20M1121118、002100 入户保温门(甲级)2.31401.9424.620.00M122112002100 单元对讲门(刷卡)2.5235.28410.080.00M182418002100塑钢推拉门3.78619.920.000.00SM-0115003500塑钢平开门5.2573.501473.500.00二窗0.000.000.00C09159001500 塑钢推拉窗(带纱)1.35359.100.000.00C101510001500 塑钢推拉窗(带纱)1.5078.000.000.00C151515001500 塑钢平开窗(带纱)2.25126.000.000.00C181518001500 9、塑钢平开窗(带纱)2.70291.600.000.00C211521001500 塑钢平开窗(带纱)3.15176.400.000.00C241524001500 塑钢平开窗(带纱)3.60201.600.000.00C252225002200塑钢平开窗5.50165.000.000.00BY121512001500百页窗1.80295.200.000.00SC-0141002600塑钢平开窗10.6610.66110.660.00SC-01a38502600塑钢平开窗10.0110.01110.010.00SC-01b41002650塑钢平开窗10.8721.730.000.002SC-0110、c38502650塑钢平开窗10.2020.410.000.002SC-0214003500塑钢平开窗4.9039.20839.200.00SC-0376002600塑钢平开窗19.7639.52239.520.00SC-03a76002650塑钢平开窗20.1480.560.000.004SC-0488002600塑钢平开窗22.8822.88122.880.00SC-04a88002650塑钢平开窗23.3246.640.000.002SC-0515001800塑钢平开窗2.7048.601027.000.008SC-05a15002000塑钢平开窗3.0066.000.000.0022S11、C-0653002600塑钢平开窗13.7813.78113.780.00SC-06a53002650塑钢平开窗14.0528.090.000.002SC-078003500塑钢平开窗2.805.6025.600.00SC-0847002600塑钢平开窗12.2212.22112.220.00SC-08a47002650塑钢平开窗12.4624.910.000.002SC-0926002600塑钢平开窗6.7613.52213.520.00SC-09a26002650塑钢平开窗6.8927.560.000.004SC-109003500塑钢平开窗3.150.000.000.00SC-10a1012、001800塑钢平开窗1.803.6023.600.00SC-10b10002000塑钢平开窗2.008.000.000.004SC-1142002600塑钢平开窗10.9243.68443.680.00SC-11a42002650塑钢平开窗11.1389.040.000.008SC-1231002600塑钢平开窗8.068.0618.060.00SC-12a31002650塑钢平开窗8.2216.430.000.002SC-1373002650塑钢平开窗19.35154.760.000.008SC-1446002650塑钢平开窗12.1924.380.000.002SC-153000265013、塑钢平开窗7.9515.900.000.002SC-1648002650塑钢平开窗12.720.000.000.00SC09-126001550塑钢平开窗4.038.0628.060.00SC08-147001550塑钢平开窗7.297.2917.290.00SC06-153001550塑钢平开窗8.228.2218.220.00SC01-141001550塑钢平开窗6.366.3616.360.00SC03-176001550塑钢平开窗11.7823.56223.560.00SC04-188001550塑钢平开窗13.6413.64113.640.00SC01a-138501550塑钢平开窗14、5.975.9715.970.00SC11-142001550塑钢平开窗6.5126.04426.040.00SC12-131001550塑钢平开窗4.814.8114.810.00SC05-115001800塑钢平开窗2.7021.60821.600.00SC10a-110001800塑钢平开窗1.803.6023.600.00计5385.60479.6623.52二三层内四层外四层内五至十六层外五至十六层内十七层外面积樘数面积樘数面积樘数面积樘数面积樘数面积樘数0.00810.080.0045.040.004860.480.000.000.0024.200.002450.400.000.015、00.00410.080.0048120.960.00825.200.000.000.0000.000.000.000.001626.880.00288483.840.000.000.002445.360.00288544.320.00816.800.00816.800.000.0020.00818.480.001227.720.00144332.640.000.000.000.000.000.000.000.001245.360.00144544.320.0080.000.000.000.000.000.000.000.000.000.000.000.000.000.001824.300.016、0216291.600.00280.000.0046.000.004872.000.000.000.0049.000.0048108.000.0040.000.00821.600.0096259.200.0040.000.00412.600.0048151.200.0040.000.00414.400.0048172.800.0040.000.00211.000.0024132.000.0040.000.001221.600.00144259.200.008.000.000.000.000.000.000.000.000.000.000.000.000.0021.730.000.000.00017、.000.0020.410.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0080.560.000.000.000.000.000.000.000.000.000.000.0046.640.000.000.000.000.0021.600.000.000.000.000.00二三层外66.000.000.000.000.000.000.000.000.000.000.000.0028.090.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.018、00.0024.910.000.000.000.000.000.000.000.000.000.000.0027.560.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.008.000.000.000.000.000.000.000.000.000.000.000.0089.040.000.000.000.000.000.000.000.000.000.000.0016.430.000.000.000.000.00154.760.000.000.000.000.0024.380.000.000.000.000.0019、15.900.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.020、00.000.000.00646.0170.56165.86136.081990.321592.64十七层内顶层外顶层内汇总面积樘数面积樘数面积樘数面积项目名称单位0.0045.040.000.00丙级防火门m20.0024.200.000.00乙级防火门m20.00410.080.000.00夹板门m20.000.000.000.00入户保温门(甲级)m20.001626.880.000.00单元对讲门(刷卡)m20.001630.240.000.00塑钢推拉门m24.200.000.000.00塑钢平开门m20.00818.480.000.00塑钢推拉窗(带纱)m20.00410.084.21、0010.082.005.04塑钢平开窗(带纱)m230.240.000.000.00塑钢平开窗m20.000.000.000.00百页窗m20.000.000.000.0037.800.004.005.400.000.000.000.000.009.000.000.000.0010.800.000.000.0012.600.000.000.0014.400.000.000.0022.000.000.000.0014.400.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.022、00.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00十七层外0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.023、00.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00155.44105.0015.485.04外窗数窗台长总长外墙24、涂料数量M窗展面85.68248.221203.30401.9435.28619.9273.50437.10795.601189.86295.20266.001100.00292.60127.6852.001200.0062.4026.0056.001700.0095.2033.60108.002000.00216.0071.2856.002300.00128.8040.3256.002600.00145.6043.6830.002700.0081.0028.20164.001400.0088.561.004300.004.301.341.004050.004.051.292.004300.025、08.602.702.004050.008.102.608.001600.0012.807.842.007800.0015.604.084.007800.0031.208.201.009000.009.002.282.009000.0018.004.5818.001700.0030.6011.8822.001700.0037.4015.401.005500.005.501.582.005500.0011.003.182.001000.002.001.721.004900.004.901.462.004900.009.802.942.002800.005.602.084.002800.0011.26、204.200.001100.000.000.002.001200.002.401.124.001200.004.802.404.004400.0017.605.448.004400.0035.2010.961.003300.003.301.142.003300.006.602.308.007500.0060.0015.922.004800.009.602.902.003200.006.402.260.005000.000.000.002.002800.005.601.661.004900.004.901.251.005500.005.501.371.004300.004.301.132.0027、7800.0015.603.661.009000.009.002.071.004050.004.051.084.004400.0017.604.601.003300.003.300.938.001700.0013.605.282.001200.002.401.121483.00607.26构件编号构件数量底标高顶标高BH周长构件断面积柱高（m）砼强度等级构件体积构件面积钢筋编号主筋根数直径1桩芯4101.430014000.0711.4 C304.060.00纵筋61841钢托板41-53000.0712.89665 39.25kg/m22桩芯4201.421014000.0351.4 C3028、2.040.00纵筋42041钢托板41-52100.0351.41936 39.25kg/m2ROUND(V1*P1*B1*O12*0.00617,1)(420)底部插筋上部收口筋长度单根主筋长度主筋合计长度接头搭接长度重重量量KgKg箍筋直径单根箍筋长度(拉筋)加密区S（mm)加密区间距非加密区S（mm)非加密区间距箍筋根数箍筋重量（Kg)汇总0.541.94477.24477.240 09548.09422008122.016.58.0500324.298.011418200.623363360 08296.5659200857.76C30砼8.0400212.9556数量0.0580.29、1590.9540.8296.0910.0000.000000000000.0000.0000.0000.0000.0000.0004.0551.1000.114基基础础锚固:laEC35=27d承台个数62构件编号层数单层数量构件数量总数承台垫层厚JL口模宽长高砼标号桩直径垫层扣桩体积单个构件体积合计体积（m3）口个数1口个数2口个数CT11414110001000800100C250.832.800001414110001000800100C153000.0071 0.137 5.614000014141100010008001001414110001000800100141411000130、000800100CT1土14141160016001800100V土363.9CT2121212200800800100C251.408 29.57000121212200800800100C152100.0069 0.233 4.89500000121212200800800100121212200800800100CT212121280014001800100V土260.3保护层:40模板 m2钢筋3单模面积级别直径部位及根数间距间距长支座长或锚固长mm单根钢筋长（m）合计重量（Kg）03.20131.2012竖向筋6根2003.60786.40000.4016.4012横向筋6根20031、3.60786.40012中间腰箍筋5根2004.00728.20004.80100.8014上筋4根4.84491.70000.6012.6018底筋6根20012003.56896.700124肢箍筋12根20022005.421213.5000汇总4.903m2计6.00.0008.00.000100.000123.515140.492180.897C25砼承台62.368承台模板232.000C15砼垫层10.509垫层模板29.000基坑土方624.188个数62.000构件编号层数单层数量构件数量总数梁轴长前支座 后支座截面梁净长梁砼及模板左右梁宽梁高砼标号单个构件体积合计体积（m32、4）模板m3JL212243004005002004503400C25 0.31 0.6126.12H/11-13.21-2312243004005002004503400C15 0.14 0.2721.36122430040050020045034001224300400500200450340012243004005002004503400JL2土12243007008008005502800V土1.51 3.023JL214443005006002004503200C25 0.29 1.15211.52H/13-15.19-2114443005006002004503200C15 0.133、3 0.5122.56G/3-5.5-7144430050060020045032001444300500600200450320014443005006002004503200JL2土14443008009008005502600V土1.4 5.6142JL211143005003502004503450C25 0.31 0.31053.11F/13-1511143005003502004503450C15 0.14 0.1380.69111430050035020045034501114300500350200450345011143005003502004503450JL2土11143034、08006508005502850V土1.54 1.5385JL214443003504002004503550C25 0.32 1.27812.78F/19-21.21-2314443003504002004503550C15 0.14 0.5682.84E/3-5.5-7144430035040020045035501444300350400200450355014443003504002004503550JL2土14443006507008005502950V土1.59 6.3699JL211136004505502004502600C25 0.23 0.2342.34B/10-121135、136004505502004502600C150.10.1040.52111360045055020045026001113600450550200450260011136004505502004502600JL2土11136007508508005502000V土1.08 1.0797JL215542004505502004503200C25 0.291.4414.40B/2-4.6-8.14-16.18-20.22-2415542004505502004503200C15 0.130.643.20155420045055020045032001554200450550200450320036、15542004505502004503200JL2土15542007508508005502600V土1.4 7.0177JL213326003503502004501900C25 0.17 0.5135.13B/4-6.12-14.20-2213326003503502004501900C15 0.08 0.2281.14133260035035020045019001332600350350200450190013326003503502004501900JL2土13326006506508005501300V土0.7 2.1053JL11130005506002004001850C2537、 0.15 0.1481.48H/9-1111130005506002004001850C15 0.07 0.0740.37111300055060020040018501113000550600200400185011130005506002004001850JL土11130008509008005001250V土0.6 0.6031JL12230004005002004002100C25 0.17 0.3363.36H/15-17.17-1912230004005002004002100C15 0.08 0.1680.84122300040050020040021001223000400538、00200400210012230004005002004002100JL土12230007008008005001500V土0.72 1.4475JL13330004005502004002050C25 0.16 0.4924.92H/23-2513330004005502004002050C15 0.08 0.2461.23G/1-3.7-9133300040055020040020501333000400550200400205013330004005502004002050JL土13330007008508005001450V土0.7 2.0989JL1223000450400200439、002150C25 0.17 0.3443.44F/15-17.17-1912230004504002004002150C15 0.09 0.1720.86122300045040020040021501223000450400200400215012230004504002004002150JL土12230007507008005001550V土0.75 1.4958JL13330004505502004002000C25 0.160.484.80F/23-2513330004505502004002000C15 0.080.241.20E/1-3.7-913330004505502004040、020001333000450550200400200013330004505502004002000JL土13330007508508005001400V土0.68 2.0265JL11130004506002004001950C25 0.16 0.1561.56E/9-1111130004506002004001950C15 0.08 0.0780.39111300045060020040019501113000450600200400195011130004506002004001950JL土11130007509008005001350V土0.65 0.6514JL122260050041、5002004001600C25 0.13 0.2562.561.D/12-14.20-2212226005005002004001600C15 0.06 0.1280.64122260050050020040016001222600500500200400160012226005005002004001600JL土12226008008008005001000V土0.48 0.965JL11124004508252004001125C25 0.090.090.90D/9-1011124004508252004001125C15 0.05 0.0450.2311124004508252004042、011251112400450825200400112511124004508252004001125JL土11124007501125800500525V土0.25 0.2533JL111360013751002004002125C25 0.170.171.70D/10-12111360013751002004002125C15 0.09 0.0850.43111360013751002004002125111360013751002004002125111360013751002004002125JL土111360016754008005001525V土0.74 0.7358JL1554243、001005502004003550C25 0.281.4214.20D/14-16.18-20.22-2415542001005502004003550C15 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部位及根数加密间距非加间距加密区长非加密长支座长或锚固长mm单根钢筋长（m）合计重量（Kg）7.40通长负筋0根03.700.00左上负筋0根01.230.00左下负筋0根00.157、930.00右上负筋0根01.230.00右下负筋0根00.930.0016通上底筋2根11204.8230.5016通下底筋2根11204.8230.508.0箍筋26根100200120025001.2124.40N/G筋0根5504.250.000.0拉筋0根间距400长37000.150.00吊筋0根次梁宽2500.840.005.60通长负筋0根02.800.00左上负筋0根00.930.00左下负筋0根00.700.00右上负筋0根00.930.00右下负筋0根00.700.0016通上底筋2根11203.9224.8016通下底筋2根11203.9224.808.0箍筋21根10158、0200120016001.2120.10N/G筋0根5503.350.000.0拉筋0根间距400长28000.150.00吊筋0根次梁宽2500.840.0019.20通长负筋0根03.200.0016左上负筋1根5601.6315.40左下负筋0根00.800.00右上负筋0根01.070.00右下负筋0根00.800.0018通上底筋2根12604.46107.0016通下底筋2根11204.3281.908.0箍筋23根100200120020001.2166.0012N/G筋2根5503.7540.008.0拉筋9根间距400长32000.255.30吊筋0根次梁宽2500.840159、.008.40通长负筋0根01.970.0018右上负筋2根5861.0525.30左下负筋0根00.350.0018通上底筋2根01.4033.6014通下底筋2根4901.8927.408.0箍筋15根10010014001.2143.10N/G筋0根4501.850.000.0拉筋0根间距400长14000.150.00吊筋2根次梁宽2500.840.0015.40通长负筋0根02.800.0016左上负筋1根5601.4911.80左下负筋0根00.700.00右上负筋0根00.930.00右下负筋0根00.700.0016通上底筋2根11203.9261.9016通下底筋2根1120160、3.9261.908.0箍筋22根100200135014501.3156.3012N/G筋2根5503.3529.808.0拉筋8根间距400长28000.253.90吊筋0根次梁宽2500.920.0033.12通长负筋0根04.600.0020左上负筋1根7002.2333.10左下负筋0根01.150.0016右上负筋1根4321.9718.60右下负筋0根01.150.0018通上底筋2根12605.86140.6018通下底筋3根12605.86210.908.0箍筋32根100200150031001.41105.4012N/G筋2根6505.2556.008.0拉筋13根间距4161、00长46000.257.40吊筋0根次梁宽2500.990.008.40通长负筋0根01.970.00左上负筋0根1001.500.00左下负筋0根00.350.0018通上底筋2根01.4033.6014通下底筋2根4901.8927.408.0箍筋15根10010014001.2143.10N/G筋0根5501.950.000.0拉筋0根间距400长14000.150.00吊筋2根次梁宽2500.840.0015.75通长负筋0根03.000.00左上负筋0根01.000.00左下负筋0根00.750.00右上负筋0根01.000.00右下负筋0根00.750.0012通上底筋2根840162、3.8434.1014通下底筋2根9803.9848.106.5箍筋16根200200135016501.1724.4012N/G筋2根3503.3529.808.0拉筋9根间距400长30000.203.40吊筋0根次梁宽2500.920.004.60通长负筋0根02.300.00左上负筋0根00.770.00左下负筋0根00.580.0016右上负筋1根4321.203.80右下负筋0根00.580.0016通上底筋2根11203.4221.6016通下底筋2根11203.4221.608.0箍筋19根100200120011001.2117.70N/G筋0根5502.850.000.0拉163、筋0根间距400长23000.150.00吊筋0根次梁宽2500.840.005.40通长负筋0根02.700.0016左上负筋1根5601.464.60左下负筋0根00.680.00右上负筋0根00.900.00右下负筋0根00.680.0016通上底筋2根11203.8224.1016通下底筋3根11203.8236.208.0箍筋21根100200120015001.2119.60N/G筋0根6503.350.000.0拉筋0根间距400长27000.150.00吊筋0根次梁宽2500.840.003.40通长负筋0根01.700.00左上负筋0根00.570.00左下负筋0根00.43164、0.00右上负筋0根00.570.00右下负筋0根00.430.0018通上底筋2根12602.9623.7016通下底筋2根11202.8217.808.0箍筋16根10020012005001.2114.80N/G筋0根5502.250.000.0拉筋0根间距400长17000.150.00吊筋0根次梁宽2500.840.001.70通长负筋0根01.700.00左上负筋0根00.570.00左下负筋0根00.430.0016右上负筋1根4321.001.60右下负筋0根00.430.0018通上底筋2根12602.9611.8016通下底筋2根11202.828.908.0箍筋16根10165、020012005001.217.40N/G筋0根6502.350.000.0拉筋0根间距400长17000.150.00吊筋0根次梁宽2500.840.002.97通长负筋0根02.700.0016左上负筋1根5601.462.30左下负筋0根00.680.00右上负筋0根00.900.00右下负筋0根00.680.0018通上底筋2根12603.9615.8016通下底筋2根11203.8212.108.0箍筋21根100200135013501.3111.0012N/G筋2根6503.356.008.0拉筋8根间距400长27000.250.80吊筋0根次梁宽2500.920.001.7166、0通长负筋0根01.700.00左上负筋0根00.570.00左下负筋0根00.430.0016右上负筋1根4321.001.60右下负筋0根00.430.0018通上底筋2根12602.9611.8016通下底筋2根11202.828.908.0箍筋16根10020012005001.217.4012N/G筋2根5502.254.008.0拉筋5根间距400长17000.250.50吊筋0根次梁宽2500.840.005.28通长负筋0根04.800.0016左上负筋1根5602.163.40左下负筋0根01.200.0016右上负筋1根4322.033.20右下负筋0根01.200.001167、8通上底筋2根12606.0624.2018通下底筋3根12606.0636.308.0箍筋32根100200135034501.3116.4012N/G筋2根6505.459.708.0拉筋13根间距400长48000.251.3012吊筋2根次梁宽2501.402.501.89通长负筋0根01.800.00左上负筋0根00.600.00左下负筋0根00.450.00右上负筋0根00.600.00右下负筋0根00.450.0012通上底筋2根8402.644.7014通下底筋2根9802.786.706.5箍筋19根10010013504501.175.8012N/G筋2根3502.153.168、806.5拉筋6根间距400长18000.180.30吊筋0根次梁宽2500.920.002.30通长负筋0根02.300.00左上负筋0根00.770.00左下负筋0根00.580.00右上负筋0根00.770.00右下负筋0根00.580.0016通上底筋2根11203.4210.8016通下底筋2根11203.4210.808.0箍筋19根100200120011001.218.90N/G筋0根4502.750.000.0拉筋0根间距400长23000.150.00吊筋0根次梁宽2500.840.002.80通长负筋0根03.370.00左上负筋0根2003.000.00左下负筋0根00169、.700.0016通上底筋2根02.808.8016通下底筋2根5603.3610.608.0箍筋29根10020028001.2113.90N/G筋0根5503.350.000.0拉筋0根间距400长28000.150.00吊筋2根次梁宽2500.840.003.70通长负筋0根03.700.0016左上负筋1根5601.792.80左下负筋0根00.930.0016右上负筋1根4321.672.60右下负筋0根00.930.0018通上底筋2根12604.9619.8016通下底筋2根11204.8215.208.0箍筋26根100200120025001.2112.20N/G筋2根650170、4.350.000.0拉筋10根间距400长37000.150.00吊筋0根次梁宽2500.840.002.70通长负筋3根02.700.0016左上负筋1根5601.462.30左下负筋0根00.680.00右上负筋0根00.900.00右下负筋0根00.680.0018通上底筋2根12603.9615.8016通下底筋2根11203.8212.108.0箍筋21根100200120015001.219.80N/G筋0根6503.350.000.0拉筋0根间距400长27000.150.00吊筋0根次梁宽2500.840.005.61通长负筋0根02.550.00左上负筋0根00.850.0171、0左下负筋0根00.640.00右上负筋0根00.850.00右下负筋0根00.640.0016通上底筋2根11203.6723.2016通下底筋2根11203.6723.208.0箍筋21根100200135012001.3121.2012N/G筋2根5503.1011.008.0拉筋7根间距400长25500.251.50吊筋0根次梁宽2500.920.004.51通长负筋0根04.100.00左上负筋0根01.370.00左下负筋0根01.030.00右上负筋0根01.370.00右下负筋0根01.030.0016通上底筋2根11205.2216.5016通下底筋2根11205.2216172、.508.0箍筋28根100200135027501.3114.6012N/G筋2根5504.658.308.0拉筋11根间距400长41000.251.10吊筋0根次梁宽2500.920.008.58通长负筋0根03.900.00左上负筋0根01.300.00左下负筋0根00.980.00右上负筋0根01.300.00右下负筋0根00.980.0016通上底筋2根11205.0231.7016通下底筋3根11205.0247.608.0箍筋27根100200135025501.3128.2012N/G筋2根5504.4515.808.0拉筋11根间距400长39000.252.10吊筋0根次173、梁宽2500.920.006.16通长负筋3根02.800.00左上负筋0根00.93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直径 部位及根数加密间距非加间距加密区长非加密长支座长或锚固长mm单根钢筋长（m）合计重量（Kg）37.00通长负筋0根03.700.00左上负筋0根01.230.00左下负筋0根00.930.00右上负筋0根01.230.00右下负筋0根00.930.0016通上底筋2根11204.82152.3016通下底筋2根11204.82152.3247、08.0箍筋26根100200120025001.21122.00N/G筋0根5504.250.000.0拉筋0根间距400长37000.150.00吊筋0根次梁宽2500.840.0028.00通长负筋0根02.800.00左上负筋0根00.930.00左下负筋0根00.700.00右上负筋0根00.930.00右下负筋0根00.700.0016通上底筋2根11203.92123.8016通下底筋2根11203.92123.808.0箍筋21根100200120016001.21100.50N/G筋0根5503.350.000.0拉筋0根间距400长28000.150.00吊筋0根次梁宽25248、00.840.0096.00通长负筋0根03.200.0016左上负筋1根5601.6377.10左下负筋0根00.800.00右上负筋0根01.070.00右下负筋0根00.800.0018通上底筋2根12604.46535.0016通下底筋2根11204.32409.408.0箍筋23根100200120020001.21330.2012N/G筋2根5503.75199.908.0拉筋9根间距400长32000.2526.70吊筋0根次梁宽2500.840.0042.00通长负筋0根01.970.0018右上负筋2根5861.05126.30左下负筋0根00.350.0018通上底筋2根0249、1.40167.9014通下底筋2根4901.89137.108.0箍筋15根10010014001.21215.40N/G筋0根4501.850.000.0拉筋0根间距400长14000.150.00吊筋2根次梁宽2500.840.0077.00通长负筋0根02.800.0016左上负筋1根5601.4959.00左下负筋0根00.700.00右上负筋0根00.930.00右下负筋0根00.700.0016通上底筋2根11203.92309.6016通下底筋2根11203.92309.608.0箍筋22根100200135014501.31281.7012N/G筋2根5503.35148.8250、08.0拉筋8根间距400长28000.2519.70吊筋0根次梁宽2500.920.00165.60通长负筋0根04.600.0020左上负筋1根7002.23165.40左下负筋0根01.150.0016右上负筋1根4321.9793.10右下负筋0根01.150.0018通上底筋2根12605.86702.9018通下底筋3根12605.861054.308.0箍筋32根100200150031001.41526.9012N/G筋2根6505.25279.908.0拉筋13根间距400长46000.2537.00吊筋0根次梁宽2500.990.0042.00通长负筋0根01.970.00251、左上负筋0根1001.500.00左下负筋0根00.350.0018通上底筋2根01.40167.9014通下底筋2根4901.89137.108.0箍筋15根10010014001.21215.40N/G筋0根5501.950.000.0拉筋0根间距400长14000.150.00吊筋2根次梁宽2500.840.0078.75通长负筋0根03.000.00左上负筋0根01.000.00左下负筋0根00.750.00右上负筋0根01.000.00右下负筋0根00.750.0012通上底筋2根8403.84170.6014通下底筋2根9803.98240.706.5箍筋16根2002001350252、16501.17122.2012N/G筋2根3503.35148.808.0拉筋9根间距400长30000.2016.80吊筋0根次梁宽2500.920.0023.00通长负筋0根02.300.00左上负筋0根00.770.00左下负筋0根00.580.0016右上负筋1根4321.2018.90右下负筋0根00.580.0016通上底筋2根11203.42108.0016通下底筋2根11203.42108.008.0箍筋19根100200120011001.2188.50N/G筋0根5502.850.000.0拉筋0根间距400长23000.150.00吊筋0根次梁宽2500.840.002253、7.00通长负筋0根02.700.0016左上负筋1根5601.4623.10左下负筋0根00.680.00右上负筋0根00.900.00右下负筋0根00.680.0016通上底筋2根11203.82120.7016通下底筋3根11203.82181.008.0箍筋21根100200120015001.2198.10N/G筋0根6503.350.000.0拉筋0根间距400长27000.150.00吊筋0根次梁宽2500.840.0017.00通长负筋0根01.700.00左上负筋0根00.570.00左下负筋0根00.430.00右上负筋0根00.570.00右下负筋0根00.430.001254、8通上底筋2根12602.96118.3016通下底筋2根11202.8289.108.0箍筋16根10020012005001.2174.20N/G筋0根5502.250.000.0拉筋0根间距400长17000.150.00吊筋0根次梁宽2500.840.008.50通长负筋0根01.700.00左上负筋0根00.570.00左下负筋0根00.430.0016右上负筋1根4321.007.90右下负筋0根00.430.0018通上底筋2根12602.9659.2016通下底筋2根11202.8244.508.0箍筋16根10020012005001.2137.10N/G筋0根6502.35255、0.000.0拉筋0根间距400长17000.150.00吊筋0根次梁宽2500.840.0014.85通长负筋0根02.700.0016左上负筋1根5601.4611.50左下负筋0根00.680.00右上负筋0根00.900.00右下负筋0根00.680.0018通上底筋2根12603.9679.2016通下底筋2根11203.8260.308.0箍筋21根100200135013501.3155.0012N/G筋2根6503.3529.808.0拉筋8根间距400长27000.253.80吊筋0根次梁宽2500.920.008.50通长负筋0根01.700.00左上负筋0根00.570.256、00左下负筋0根00.430.0016右上负筋1根4321.007.90右下负筋0根00.430.0018通上底筋2根12602.9659.2016通下底筋2根11202.8244.508.0箍筋16根10020012005001.2137.1012N/G筋2根5502.2520.008.0拉筋5根间距400长17000.252.60吊筋0根次梁宽2500.840.0026.40通长负筋0根04.800.0016左上负筋1根5602.1617.10左下负筋0根01.200.0016右上负筋1根4322.0316.00右下负筋0根01.200.0018通上底筋2根12606.06121.1018257、通下底筋3根12606.06181.708.0箍筋32根100200135034501.3182.2012N/G筋2根6505.4548.408.0拉筋13根间距400长48000.256.4012吊筋2根次梁宽2501.4012.409.45通长负筋0根01.800.00左上负筋0根00.600.00左下负筋0根00.450.00右上负筋0根00.600.00右下负筋0根00.450.0012通上底筋2根8402.6423.5014通下底筋2根9802.7833.606.5箍筋19根10010013504501.1729.0012N/G筋2根3502.1519.106.5拉筋6根间距400长258、18000.181.30吊筋0根次梁宽2500.920.0011.50通长负筋0根02.300.00左上负筋0根00.770.00左下负筋0根00.580.00右上负筋0根00.770.00右下负筋0根00.580.0016通上底筋2根11203.4254.0016通下底筋2根11203.4254.008.0箍筋19根100200120011001.2144.30N/G筋0根4502.750.000.0拉筋0根间距400长23000.150.00吊筋0根次梁宽2500.840.0014.00通长负筋0根03.370.00左上负筋0根2003.000.00左下负筋0根00.700.0016通上底259、筋2根02.8044.2016通下底筋2根5603.3653.108.0箍筋29根10020028001.2169.40N/G筋0根5503.350.000.0拉筋0根间距400长28000.150.00吊筋2根次梁宽2500.840.0018.50通长负筋0根03.700.0016左上负筋1根5601.7914.20左下负筋0根00.930.0016右上负筋1根4321.6713.20右下负筋0根00.930.0018通上底筋2根12604.9699.2016通下底筋2根11204.8276.108.0箍筋26根100200120025001.2161.00N/G筋2根6504.350.00260、0.0拉筋10根间距400长37000.150.00吊筋0根次梁宽2500.840.0013.50通长负筋3根02.700.0016左上负筋1根5601.4611.50左下负筋0根00.680.00右上负筋0根00.900.00右下负筋0根00.680.0018通上底筋2根12603.9679.2016通下底筋2根11203.8260.308.0箍筋21根100200120015001.2149.10N/G筋0根6503.350.000.0拉筋0根间距400长27000.150.00吊筋0根次梁宽2500.840.0028.05通长负筋0根02.550.00左上负筋0根00.850.00左下负261、筋0根00.640.00右上负筋0根00.850.00右下负筋0根00.640.0016通上底筋2根11203.67115.9016通下底筋2根11203.67115.908.0箍筋21根100200135012001.31106.2012N/G筋2根5503.1055.108.0拉筋7根间距400长25500.257.30吊筋0根次梁宽2500.920.0022.55通长负筋0根04.100.00左上负筋0根01.370.00左下负筋0根01.030.00右上负筋0根01.370.00右下负筋0根01.030.0016通上底筋2根11205.2282.5016通下底筋2根11205.2282262、.508.0箍筋28根100200135027501.3173.2012N/G筋2根5504.6541.308.0拉筋11根间距400长41000.255.60吊筋0根次梁宽2500.920.0042.90通长负筋0根03.900.00左上负筋0根01.300.00左下负筋0根00.980.00右上负筋0根01.300.00右下负筋0根00.980.0016通上底筋2根11205.02158.6016通下底筋3根11205.02237.908.0箍筋27根100200135025501.31141.2012N/G筋2根5504.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