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梁钢筋工程量计算表识别：M=面筋，D=底筋，K=箍筋,Y=腰筋，L=拉筋,Z=支座筋,J=架立筋,U=吊筋,W=跨数名称构单钢件识件筋数别数直量量径跨度支座一取净梁宽支座锚固跨的增减(次梁梁高二搭接N分长度宽)数1,42,3三层梁KL8(2)22122KL7(4)2222222222KL6(2)2221122224L5(1)222L4(2)212JZZDKJZDYKLJZDKJZZZZDDYKLMDKJZD222222222222225335422232141820186.516161614881418166.516202222202020108812206.51420187.97.97.97.97.93.43.43.43.43.43.44.54.54.54.57.97.97.97.97.97.97.97.97.97.93.63.63.64.34.34.30.40.40.40.40.40.40.40.40.40.40.40.10.10.10.10.20.20.20.20.20.20.20.20.20.20.10.10.10.10.10.10.20.20.20.20.20.40.40.40.40.40.40.1250.1250.1250.1250.1250.1250.1250.1250.1250.1250.1250.1250.1250.1250.10.10.10.10.10.18234681/31/32/30.40.20.6823468682/3-1.431/30.20.282680.28234341/31/31/32/31/21/32/30.50.60.60.60.250.256868300.30.368400.275402/32/30.20.50.60.6KL5(1)KL4(1)1KL1(3)23L1(1)L2(1)1KL2(2)2222224212224222224222222422222222222222222KJZDYKLUMDYKLJZDYKLJZZDYKLJDYKLMDKMDYLKMDYK22242224222422224224222422246.5141820141010121414106.56.5142018108814181614106.56.51414106.56.514166.5142012881414106.54.34.34.34.34.34.34.37.23.63.63.63.64.24.24.24.24.24.24.54.54.54.54.54.54.5222224.54.54.54.24.24.24.24.22.312.312.312.310.10.40.40.40.40.40.40.10.10.10.10.10.40.40.40.40.40.40.360.360.360.360.360.360.360.10.10.10.10.10.240.240.240.060.060.060.060.060.40.40.40.40.10.40.40.40.40.40.40.10.10.10.10.10.240.240.240.240.240.240.40.40.40.40.40.40.40.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.2753468682/31/30.40.20.20.26868300.20.2823468302/3-1.251/30.60.60.60.60.60.20.2821/32/32/30.60.50.60.668300.20.27568301-1.250.60.60.20.268400.26840400.20.26868300.20.60.60.40.550.550.6L3(1)1KL3(4)234L2M22D22K1J21Z21Z21Z21Z21D41K1Y42L1J21D21K1M21D21K6.512146.520202022222210101014166.522146.52.312.042.042.046.516.516.516.516.516.516.516.516.514.54.54.52220.40.060.060.060.550.550.550.550.550.550.550.550.550.40.40.40.10.10.10.10.060.060.060.40.40.40.40.40.40.40.40.40.40.40.
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