第1页共40页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第1页共40页八层工程量计算表（梁（钢筋）部分）序号构件名称单位工程量计算式清单编码定额编号备注1KL16(3)上通长筋c16Kg35.72（37*0.016+10.3+37*0.016）*2*1.578下通长筋c16Kg55.78（37*0.016+10.3+37*0.016）*3*1.578左支座钢筋c16Kg2.68(37*0.016+3.1/3)*1*1.578右支座钢筋c16Kg9.46(3.1/3+0.9+2.3+0.9+3.1/3)*1*1.578侧面受扭筋c12Kg41.01(0.5*0.85+5*0.012+10.3+0.5*0.85+5*0.012)*4*0.888箍筋a8Kg15.78[2*((0.2-2*0.025)+(0.6-2*0.025))+2*(11.9*0.008)+(8*0.008)]*26*0.395拉筋a6Kg1.45[(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)]*18*0.2222LK14(1)上通长筋c16Kg18.5(0.4-0.025+15*0.016+2.5+0.6-0.025+15*0.016)*3*1.578第2页共40页第1页共40页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第2页共40页下通长筋c16Kg18.5(0.4-0.025+15*0.016+2.5+0.6-0.025+15*0.016)*3*1.578八层工程量计算表（梁部分）序号构件名称单位工程量计算式清单编码定额编号备注3KL15(5)上通长筋c16Kg58.31[0.6-0.025+15*0.016+16.7+0.6-0.025+15*0.016]*2*1.578下通长筋c16Kg58.31[0.6-0.025+15*0.016+16.7+0.6-0.025+15*0.016]*3*1.578右支座筋c16Kg4.6(4.3/3+0.3+4.3/3)*1*1.5781跨：箍筋a8Kg12.36[2*((0.2-2*0.025)+(0.6-2*0.025))+2*(11.9*0.008)+(8*0.008)]*19*0.3952跨：箍筋a8Kg27.87[2*((0.2-2*0.025)+(0.6-2*0.025))+2*(11.9*0.008)+(8*0.008)]*43*0.3954KL13(2A)1跨：上通长筋c16Kg16.79(37*0.016+4.6+0.192-0.025)*2*1.5781跨：上通长筋3c16Kg8.64[37*0.016+4.6+(0.6-0.025*2)*(1.414-1)-0.025]*1*1.578第3页共40页第2页共40页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第3页共40页1跨：侧面受扭筋c12Kg17.94(0.5*0.9+5*0.012+4.6-0.025)*4*0.8881跨：下通长筋1c16Kg16.35(37*0.016+4.6-0.025)*2*1.578八层工程量计算表（梁（钢筋）部分）序号构件名称单位工程量计算式清单编码定额编号备注2跨：下部钢筋1c16Kg3.68(12*0.016+2-0.025)*1*1.5781跨：箍筋1c8Kg12.92[2*((0.2-2*0.025)+(0.6-2*0.025))+2*(11.9*0.008)+(8*0.008)]*21*0.3951跨：拉筋1a6Kg1.65[(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)]*20*0.2222跨：箍筋1a8Kg14.37[2*((0.2-2*0.025)+(0.6-2*0.025))+2*(11.9*0.008)+(8*0.008)]*21*0.3952跨：箍筋2a6Kg1.58[(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)]*22*0.2225KL1(1)上通长筋c16Kg18.61(0.4-0.025+15*0.016+2.5+0.5-0.025+15*0.016)*3*1.578第4页共40页第3页共40页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第4页共40页下部钢筋c16Kg18.61(0.4-0.025+15*0.016+2.5+0.5-0.025+15*0.016)*3*1.578箍筋a8Kg11.83[2*((0.2-2*0.025)+(0.5-2*0.025))+2*(11.9*0.008)+(8*0.008)]*20*0.3956XL2(1)上通长筋c16Kg10.0（37*0.016+2.35+0.193-0.025）*2*1.578八层工程量计算表（梁（钢筋）部分）序号构件名称单位工程量计算式清单编码定额编号备注下部钢筋c16Kg8.01（12*0.016+2.35-0.025）*2*1.578侧面受扭筋c12Kg9.64（37*0.012+2.35-0.025）*4*0.888箍筋a8Kg13.79[2*((0.2-2*0.025)+(0.5-2*0.025))+2*(11.9*0.008)+(8*0.008)]*24*0.395拉筋a6Kg1.89(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)]*26*0.2227KL1(8)上通长筋c16Kg13.6（0.4-0.025+15*0.016+1.6+0.4-0.025+15*0.016)*3*1.578第5页共40页第4页共40页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第5页共40页下部钢筋c12Kg3.43(0.4-0.025+15*0.016+1.6+0.4-0.025+15*0.016)*3*0.395侧面受扭c16Kg9.78(0.4-0.025+15*0.012+1.6+0.4-0.025+15*0.012)*4*0.888箍筋a8Kg10.98[2*((0.2-2*0.025)+(0.6-2*0.025))+2*(11.9*0.008)+(8*0.008)]*16*0.395拉筋a6Kg1.33[(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)]*18*0.2228KL2(2)八层工程量计算表（梁（钢筋）部分）序号构件名称单位工程量计算式清单编码定额编号备注上通长筋c16Kg25.03(37*0.016+6.7+0.4-0.025+15*0.016)*2...
