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1、四四-七七層層梁梁鋼鋼筋筋抽抽料料計(jì)計(jì)算算表表識(shí)別:位置:L=左,M=中,R=右,Q=其他 級(jí)別:A=圓鋼,B=螺紋鋼 梁識(shí)別:K=框架梁,C=次梁，箍筋=G梁編號(hào)識(shí)別截面尺寸件數(shù)跨度鋼筋大樣下料長(zhǎng)度總長(zhǎng)度總重量筋號(hào)規(guī)格級(jí)別位置支座寬根數(shù)箍筋梁下部鋼筋梁上部鋼筋高寬a1a2a3a4加密區(qū)箍筋跨中集中重力附加箍總根數(shù)跨中支座錨固跨中主筋及負(fù)筋1-7主筋及負(fù)筋8-10箍筋加密長(zhǎng)度間距個(gè)數(shù)非加密區(qū)長(zhǎng)度間距 個(gè)數(shù)s1s2c5左Lac5右c3c4c1c2c1c2ABCDEFGHIJKLMNOPQRSTUVWXYZAAABACADAEAFAGAHAIAJAKALAMAN4L-1C48018023100112、4BQ90909090228028028028028028028028028028028034300013.7216.59C23100412BQ90909090224024024024024024024024024024024033500013.411.91C48018023100G6AQ909090906002006167020096 19.50000000000000127049.5311.004L-2C22500112BL9090224024024024024024024024024024024028650011.4610.18C22500412BL90902240240240240243、024024024024024024028650011.4610.18C30018022500G6AL9090600200611602007013000000000000091023.665.264L-3C21890112BQ9090909022402402402402402402402402402402402140008.567.61C21890412BQ9090909022402402402402402402402402402402402140008.567.61C40018021890G6AQ9090909026002006460200390000000000000111019.984.4、444L-4C22150116BQ90909090232032032032032032032032032032032025600010.2416.17C22150416BQ90909090232032032032032032032032032032032025600010.2416.17C48018022150G6AQ90909090600200672015060120000000000000127030.486.774L-5C21700112BQ9090909022402402402402402402402402402402401950007.86.93C21700412BQ909090905、202402402402402402402402402402402401950007.86.93C38018021700G6AQ909090906002006270200280000000000000107017.123.804L-6C23100116BQ909090902032032032032032032032032032032032035100014.0422.18C23100412BQ909090902024024024024024024024024024024024033500013.411.91C38018023100G6AQ909090906002006167020096 19.6、50000000000000107041.739.274L-7C12600116BQ9010090902032032032032032032032032032032032030000069.48C12600416BQ9010090902032032032032032032032032032032032030000069.48C30018012600G6AQ901009090600150811601509017000000000000091015.473.444L-8C21660112BQ80909090202402402402402402402402402402402401910007.6467、.79C21600412BQ90909090202402402402402402402402402402402401850007.46.57C28018021600G6AQ9090909026002006170200208000000000000087013.923.094L9-1C22930114BL9090902028028028028028028028028028028028032850013.1415.89C48018022930916BL909090203203203203203203203203203207007000140005.68.85C22930412BL9090902248、024024024024024024024024028150011.2610.00C50018022930G6AL90909026002006150020080140000000000000131036.688.154L10-PaC41100112BL02024024024024024024024024024024024015550012.4411.05C500180411001122BL020440440440440440440440440440110010750 2726.30 21.810465.13C50018041100G6AL02600200601000610000000000009、00131052.411.644L-11C23850125BQ909090902050050050050050050050050050050050046200018.4871.26C23850412BQ909090902024024024024024024024024024024024041000016.414.57C35018023850G6AQ9090909060020062420200136 23.50000000000000101047.4710.544L-12C21985112BQ90909090202402402402402402402402402402402402235008.910、47.94C21985412BQ90909090202402402402402402402402402402402402235008.947.94C38018021985G6AQ909090901755200100100000000000000107021.44.754L-13-PaC21250112BL90202402402402402402402402402402402401705006.826.06C480180212501122BL902044044044044044044044044044011001325029680 11.872135.45C48018021250G8AL908011、010016-400100-46160000000000000132042.2416.68C50018021100G8AQ0009080010016-550100-66140000000000000136038.0815.04合計(jì)544.70樓樓板板鋼鋼筋筋抽抽料料表表識(shí)別:級(jí)別:A=圓鋼,B=螺紋鋼 筋號(hào):B=底層筋，J=架立筋，F(xiàn)=分布筋 位置:左、右=L,中=M,其它=Q 構(gòu)件名稱構(gòu) 件個(gè) 數(shù)構(gòu)件部位位置 筋號(hào) 規(guī)格 級(jí)別跨度布筋長(zhǎng)度間距鋼 筋單 根長(zhǎng)鋼筋根數(shù)重量ABCDEFGHIJKLM3B12A-B/3-6LB8A34004050200349022.0060.642LB8A4050312、400200414018.0058.854LJ8A10003400150114024.0043.224QF6A3400100020033806.0018.022LJ8A9004050150104028.0023.002QF6A405090020040306.0010.743B22A-B/6-9LB6A26002720180266517.0020.132LB6A27202600200278514.0017.322LJ8A1800272015019402030.642QF6A2720405018027002428.793B521/B-C/9-11MB8A1330250020014301415.8113、2MJ8A3500133015036501028.832QF8A1330900200131066.212MJ8A2030250020021801424.102QF6A700200248055.512MJ10B160013302001750817.282B42B-E/9-11LB10B31005600200321529115.052LJ8A1600560020017402939.852QF6A16002005580922.312QF6A310020056751742.863B321/A-B/9-11LB6A1100292015011652110.872QF6A29201100200290079.14、022LJ8A60092020074063.512QF6A92020090062.402LJ8A1210920200135066.402QF6A92020090062.402LJ10B2900292020030401660.022QF6A2920290020029001620.613B62LB8A1710162020018001014.222LB8A1620171020017101013.502LJ8A1710162020018501014.612LJ8A1620171020017601013.903B7212B2800280029.952LB6A3540280015036052032.03215、LB8A2800354020028901943.372LJ8A1000280015011402018.012QF6A28001000200278067.412LJ8A80035401509402518.562QF6A3540800200352057.822LJ8A1800171020019401015.322QF6A171018002001690107.512LJ8A180010902001940710.722QF6A109018002001070104.753B82LB8A1760171020018501014.612LB8A1710176020018001014.222MJ8A1760171020019101015.082MJ8A1710176020018601014.691034.65鋼筋圖樣N識(shí)別:級(jí)別:A=圓鋼,B=螺紋鋼 筋號(hào):B=底層筋，J=架立筋，F(xiàn)=分布筋 位置:左、右=L,中=M,其它=Q