7层楼梁板钢筋计算表实例.xls

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文档编号：5437708

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关键词：: 层楼梁板钢筋计算实例

资源描述：: 1、四四-七七层层梁梁钢钢筋筋抽抽料料计计算算表表识别:位置:L=左,M=中,R=右,Q=其他级别:A=圆钢,B=螺纹钢梁识别:K=框架梁,C=次梁，箍筋=G梁编号识别截面尺寸件数跨度钢筋大样下料长度总长度总重量筋号规格级别位置支座宽根数箍筋梁下部钢筋梁上部钢筋高宽a1a2a3a4加密区箍筋跨中集中重力附加箍总根数跨中支座锚固跨中主筋及负筋1-7主筋及负筋8-10箍筋加密长度间距个数非加密区长度间距个数s1s2c5左Lac5右c3c4c1c2c1c2ABCDEFGHIJKLMNOPQRSTUVWXYZAAABACADAEAFAGAHAIAJAKALAMAN4L-1C4801802310011
2、4BQ90909090228028028028028028028028028028028034300013.7216.59C23100412BQ90909090224024024024024024024024024024024033500013.411.91C48018023100G6AQ909090906002006167020096 19.50000000000000127049.5311.004L-2C22500112BL9090224024024024024024024024024024024028650011.4610.18C22500412BL9090224024024024024
3、024024024024024024028650011.4610.18C30018022500G6AL9090600200611602007013000000000000091023.665.264L-3C21890112BQ9090909022402402402402402402402402402402402140008.567.61C21890412BQ9090909022402402402402402402402402402402402140008.567.61C40018021890G6AQ9090909026002006460200390000000000000111019.984.
4、444L-4C22150116BQ90909090232032032032032032032032032032032025600010.2416.17C22150416BQ90909090232032032032032032032032032032032025600010.2416.17C48018022150G6AQ90909090600200672015060120000000000000127030.486.774L-5C21700112BQ9090909022402402402402402402402402402402401950007.86.93C21700412BQ90909090
5、202402402402402402402402402402402401950007.86.93C38018021700G6AQ909090906002006270200280000000000000107017.123.804L-6C23100116BQ909090902032032032032032032032032032032032035100014.0422.18C23100412BQ909090902024024024024024024024024024024024033500013.411.91C38018023100G6AQ909090906002006167020096 19.
6、50000000000000107041.739.274L-7C12600116BQ9010090902032032032032032032032032032032032030000069.48C12600416BQ9010090902032032032032032032032032032032032030000069.48C30018012600G6AQ901009090600150811601509017000000000000091015.473.444L-8C21660112BQ80909090202402402402402402402402402402402401910007.646
7、.79C21600412BQ90909090202402402402402402402402402402402401850007.46.57C28018021600G6AQ9090909026002006170200208000000000000087013.923.094L9-1C22930114BL9090902028028028028028028028028028028028032850013.1415.89C48018022930916BL909090203203203203203203203203203207007000140005.68.85C22930412BL909090224
8、024024024024024024024024028150011.2610.00C50018022930G6AL90909026002006150020080140000000000000131036.688.154L10-PaC41100112BL02024024024024024024024024024024024015550012.4411.05C500180411001122BL020440440440440440440440440440110010750 2726.30 21.810465.13C50018041100G6AL0260020060100061000000000000
9、00131052.411.644L-11C23850125BQ909090902050050050050050050050050050050050046200018.4871.26C23850412BQ909090902024024024024024024024024024024024041000016.414.57C35018023850G6AQ9090909060020062420200136 23.50000000000000101047.4710.544L-12C21985112BQ90909090202402402402402402402402402402402402235008.9
10、47.94C21985412BQ90909090202402402402402402402402402402402402235008.947.94C38018021985G6AQ909090901755200100100000000000000107021.44.754L-13-PaC21250112BL90202402402402402402402402402402402401705006.826.06C480180212501122BL902044044044044044044044044044011001325029680 11.872135.45C48018021250G8AL9080
11、010016-400100-46160000000000000132042.2416.68C50018021100G8AQ0009080010016-550100-66140000000000000136038.0815.04合计544.70楼楼板板钢钢筋筋抽抽料料表表识别:级别:A=圆钢,B=螺纹钢筋号:B=底层筋，J=架立筋，F=分布筋位置:左、右=L,中=M,其它=Q 构件名称构件个数构件部位位置筋号规格级别跨度布筋长度间距钢筋单根长钢筋根数重量ABCDEFGHIJKLM3B12A-B/3-6LB8A34004050200349022.0060.642LB8A40503
12、400200414018.0058.854LJ8A10003400150114024.0043.224QF6A3400100020033806.0018.022LJ8A9004050150104028.0023.002QF6A405090020040306.0010.743B22A-B/6-9LB6A26002720180266517.0020.132LB6A27202600200278514.0017.322LJ8A1800272015019402030.642QF6A2720405018027002428.793B521/B-C/9-11MB8A1330250020014301415.81
13、2MJ8A3500133015036501028.832QF8A1330900200131066.212MJ8A2030250020021801424.102QF6A700200248055.512MJ10B160013302001750817.282B42B-E/9-11LB10B31005600200321529115.052LJ8A1600560020017402939.852QF6A16002005580922.312QF6A310020056751742.863B321/A-B/9-11LB6A1100292015011652110.872QF6A29201100200290079.
14、022LJ8A60092020074063.512QF6A92020090062.402LJ8A1210920200135066.402QF6A92020090062.402LJ10B2900292020030401660.022QF6A2920290020029001620.613B62LB8A1710162020018001014.222LB8A1620171020017101013.502LJ8A1710162020018501014.612LJ8A1620171020017601013.903B7212B2800280029.952LB6A3540280015036052032.032
15、LB8A2800354020028901943.372LJ8A1000280015011402018.012QF6A28001000200278067.412LJ8A80035401509402518.562QF6A3540800200352057.822LJ8A1800171020019401015.322QF6A171018002001690107.512LJ8A180010902001940710.722QF6A109018002001070104.753B82LB8A1760171020018501014.612LB8A1710176020018001014.222MJ8A1760171020019101015.082MJ8A1710176020018601014.691034.65钢筋图样N识别:级别:A=圆钢,B=螺纹钢筋号:B=底层筋，J=架立筋，F=分布筋位置:左、右=L,中=M,其它=Q

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