云龙新村民宿楼梯钢筋配料表

料表编号:□□□ 栋号:云龙新村民宿 重量表(明细:公斤,合计:吨)相同层数:1C10C14C16接头表(数量:个)C10C14C16签名:12345678910111213141516171234567891011121314151617构件名称级直别径下料根件数*数重量ATa1起步2501414@@100ATa1起步1414ATa1起步 1250125022ATa1起步C14 1250125022C1415015011601215015025015*23011.38@@100C14355015015038101255.3215015025031*223.51@@100150223022302550111111.08底筋@100C162202230223022底加筋24802480254077面筋@150C1622面加筋2480248050 1250501330分步筋@1501.286平台30501201203270881.286平台17301201201950151511.551.286平台 881.286平台 173017301515审核：翻样：第1页,共10页2023/11/1621:5018192122232527303132333435363738391819212223252730313233343536373839构件名称级直别径下料根件数*数重量1.286滑动C10150018701313151.286滑动 1250125055TL1C16240240351033上1排C14210 21022腰筋C16240 240351033下1排150150350116012.83@100(2)1跨281703201313C1631902402402211.44上1排C16240 31902402211.44下1排15015035011609.16@100/200(2)1跨7+6+7C161760240240219022上1排C16240 1760240219022下1排15015035011601313@100(2)1跨13C16 217022上1排C16217022下1排15015035011601212@100(2)1跨1215028802880111113.9底筋@100C1622028802880327022底加筋31203120318077面筋@150C162211.25面加筋3120312050 12505013303636分步筋@1502.893平台155012012017701515审核：翻样：第2页,共10页2023/11/1621:504143444551525355576141434445515253555761构件名称级直别径下料根件数*数重量2.893平台30501201203270772.893平台 1550155015159.182.893平台 772.893滑动C10150018701313152.893滑动 1250125055TL1C16240240351033上1排C14210 21022腰筋C16240 240351033下1排150150350116012.83@100(2)1跨281703201313C16315024024035802211.31上1排C16240 315024035802211.31下1排150150350116019198.71@100/200(2)1跨7+5+7C16167022上1排C16 22下1排1501503501160994.12@100(2)1跨9C161690240240212022上1排C16240 240212022下1排15015035011601111@100(2)1跨1115028802880111113.9底筋@100C1622028802880327022底加筋31203120318077面筋@150审核：翻样：第3页,共10页2023/11/1621:50717273757781717273757781构件名称级直别径下料根件数*数重量C162211.25面加筋3120312050 12505013303636分步筋@1504.5~6.15C142100150150124.5~6.1515015025017*234@@1004.5平台120120884.5平台176012012014144.5平台 884.5平台 14144.5滑动支座C10150018701313154.5滑动支座 12501250554.5~6.1515032201111底筋@1004.5~6.15C1622022底加筋4.5~6.1531503150321077面筋@1504.5~6.15C1635802211.31面加筋315031504.5~6.1550 1250501330383811.22分步筋@1506.15平台1550120120177015156.15平台30501201203270776.15平台 776.15平台 157015156.15滑动支座C1015001870131315审核：翻样：第4页,共10页2023/11/1621:509110191101构件名称级直别径下料根件数*数重量6.15滑动支座 1250125055TL1C16240240351033上1排6.15C14210 21022腰筋6.15C16240 240351033下1排6.15150150350116012.83@100(2)1跨286.151703201313C16315024024035802211.31上1排6.15C16240 315024035802211.31下1排6.15150150350116019198.71@100/200(2)1跨7+5+7C16167022上1排6.15C16 22下1排6.151501503501160994.12@100(2)1跨9C161690240240212022上1排6.15C16240 240212022下1排6.1515015035011601111@100(2)1跨116.15~7.815032201111底筋@1006.15~7.8C1622022底加筋6.15~7.831503150321077面筋@1506.15~7.8C1635802211.31面加筋315031506.15~7.850 1250501330383811.22分步筋@1507.8平台板120120887.8平台板17601201201414审核：翻样：第5页,共10页2023/11/1621:50110111112113114115116117118119120121122110111112113114115116117118119120121122构件名称级直别径下料根件数*数重量7.8平台板 887.8平台板 1414ATa1起步2501616@@100ATa1起步1616ATa1起步 1450221.15ATa1起步C14 1450223.511502230223025501313底筋@100C162202230223022底加筋24802480254099面筋@150C1622面加筋248024805051分步筋@150C1415015011601215015025015*23011.38@@100C14355015015038101255.3215015025031*223.51@@1001.286平台板1730120120195017171.286平台板34501201208811.61.286平台板 17301730171711.621.286平台板 345088审核：翻样：第6页,共10页2023/11/1621:50123124125126127128129130131132133134135136137138139140141142143144123124125126127128129130131132133134135136137138139140141142143144构件名称级直别径下料根件数*数重量1.286滑动C1015001870151517.311.286滑动 145055TL1C16348024024039103318.53上1排C14210 21022腰筋C16240 24039103318.53下1排15015035011603232@100(2)1跨321703201515C163700240240413022上1排C16240 240413022下1排15015035011602121@100/200(2)1跨7+7+7C16 21702*2413.71上1排C1621702*2413.71下1排150150350116012*211@100(2)1跨12150288028801313底筋@100C1622028802880327022底加筋3120312031809911.3面筋@150C162211.25面加筋3120312050 1450501530363612.23分步筋@1502.893平台板34501201207710.152.893平台板15501201201770171711.892.893平台板 3450772.893平台板 15501550171710.41审核：翻样：第7页,共10页2023/11/1621:50145146147148149150151152153154155156157158159161163165145146147148149150151152153154155156157158159161163165构件名称级直别径下料根件数*数重量2.893滑动C1015001870151517.312.893滑动 145055TL1C16348024024039103318.53上1排C14210 21022腰筋C16240 24039103318.53下1排15015035011603232@100(2)1跨321703201515C1635502402402212.58上1排C16240 35502402212.58下1排15015035011602121@100/200(2)1跨7+7+7C16169024024021202*2413.4上1排C16240 24021202*2413.4下1排150150350116011*222@100(2)1跨11150288028801313底筋@100C1622028802880327022底加筋3120312031809911.3面筋@150C162211.25面加筋3120312050 1450501530363612.23分步筋@1504.5~6.15C142100150150124.5~6.1515015025017*234@@1004.5平台板1760120120161612.51审核：翻样：第8页,共10页2023/11/1621:50167170171172173174175176177178179181182183185187167170171172173174175176177178179181182183185187构件名称级直别径下料根件数*数重量4.5平台板34801201208811.694.5平台板 88114.5平台板 161611.124.5滑动支座C1015001870151517.314.5滑动支座 1450554.5~6.151503220131316.53底筋@1004.5~6.15C1622022底加筋4.5~6.153150315032109911.41面筋@1504.5~6.15C1635802211.31面加筋315031504.5~6.1550 1450501530383812.91分步筋@1506.15平台板34501201207710.156.15平台板15501201201770171711.896.15平台板 3450776.15平台板 15501550171710.416.15滑动支座C1015001870151517.316.15滑动支座 145055TL1C16348024024039103318.53上1排6.15C14210 21022腰筋6.15C16240 24039103318.53下1排6.