天润城办公别墅建筑施工设计cad图

0.51.1.1.51.59.14.1-11201000120106016x250=40001202505001205005000-0.450250-0.02010001200250-0.4501000-0.0201200-0.450250250重量根数规格长度钢筋简图编号钢筋表中的尺寸仅供参考，施工时现场具体放样。没有编号的钢筋未列入钢筋表。1：：2注：48426.5020.201310%%13112541017101010%%1306%%13112%%13112%%13012103029802010145001541099095011701902080231605416701201606001245150017X235=399530015018001503001:25 楼梯钢筋表TB-118X167=30005%%13012@10012%%13112@100%%1308@2004%%13112@10042.970-0.03018X167=3000TB-1 63001:50 1-15%%131125%%131125%%13112%%1308@200%%C6@2008.07013170153%%13112@100123%%131201))(1111125011025010(3%%1312012101211XL-4C5801202500250D120凸梁及屋脊4%%13116XL-52502%%13120195006.270%%1306@2002%%13114303131302%%13114%%1306@2002%%13116%%1308@200%%1308@2002%%13116%%1308@200%%1308@200182%%13012%%1306@4002%%13012%%1306@400%%1308@100%%1308@1002%%13116)(20322%%131161%%131165005002(2)10121110659003255025044142%%13114%%1306@2003031250335502%%13114%%1306@20031302%%1311614172%%13122112502%%131225001822%%131202250178.070%%1308@1003002%%131182.9702.9702%%131162%%13114151%%131162%%1311415163161541530163153041201201202120XL-263003144361%%13118192%%131142%%13114611926112001200650120XL-1500011721812065017002%%13116%%1306@2002505004%%13122%%1308@1502%%13114XL-6%%1308@100%%1308@1009%%1306@40028272%%13012282%%131252%%1311812250771%%1312511)(9913(10))11)(1212(11)2%%131182%%1312228%%1306@400272%%1301266(992501%%131252%%13125287006.2706.97015301250001171397101530812012033024012XL-33571202501203300875120240330109533008813650001171261015309712033024012015301208712092403309139100%%13112@1501%%13112@150%%1308@200%%c6@2004%%C1226.53°2501205001001006.2704%%13112100100%%1308@10030.00°6.27010013301604%%13112%%13112@110%%13012@110%%1308@1005004%%13114250120A23120250B4%%13114L=3500L=3500L=3500L=3500%%1308@150%%1308@1506000夹层坡屋顶板结构平面7.750%%1308@200%%1308@2009200012433300500013002320065785000130020003300%%1308@10026%%1306@400700(725052%%1301227262%%13120(71%%13118(58)88))8(92%%1311810(9)13)2%%13122933005875109120250为,级%%c材料,,混凝土%%c8@200C2521.板中分布筋钢筋%%c说明:为级板厚除注明者外均为10076构造柱布置详见结施-1%%c8@200图中未注明钢筋均为4.5.3图中所注扣筋长度均从中线算起图中涂深色者为圈梁平面1350120120240523200%%1308@150%%1308@150%%1308@100%%C6@200L=2500D25001200AB87005000C5%%131121000950XL-6%%1308@150%%1308@1502%%1308@150%%1308@150%%1308@1505%%13112@150%%13112@1507%%c10L=25007%%c10梁凸7.100XL-6XL-6XL-6XL-5500100100111324333412750950140075029503%%1308@100421400134%%13010@200%%13112@1101330102600%%1308@100781250125091250%%13010@100%%1308@13084058401250119%%13014@180%%1308@150112%%1308@150L=25007%%c10L=25007%%c1010%%13010@1801085000BA7%%c12L=25007%%c12L=2500899130050008763300%%1308@15020428308301312501500750125071022830%%13012@1301300142600%%1308@100100012%%1308@1309%%1308@130150057501%%1308@1501200500033002152320013003420002000CD7%%c12L=25007%%c12L=25006.270%%1308@1807507501XL-4XL-4XL-1XL-3544163292628%%1308@18024%%1308@15027500500%%1308@180271111500%%1308@150750%%1308@180119110%%1308@1501500199001000%%1308@1501811%%1308@1504710582500%%1308@1309001250%%1308@150100015%%13010@18021%%13010@1803%%13014@18042676202350050071%%1308@13016%%1308@25050050038700%%1308@150%%13012@130729876543214%%C121202402.9706.270一层顶板结构平面12034%%131126.270%%13112@15020.36°4%%13114250120F44%%C128.07%%1308@200级图中涂深色者为圈梁平面图中所注扣筋长度均从中线算起3.5.4图中未注明钢筋均为%%c8@200-1构造柱布置详见结施67板厚除注明者外均为100为%%c钢筋.板中分布筋12C25%%c6@250混凝土,,材料%%c级,为说明:%%1306@2001202504%%130122.9704%%131144用钢筋混凝土过梁墙体与构造柱连接参见[98J363]GZ第 9,10页,伸入女儿墙部分,截面为本说明未尽事项，均遵照现行有关施工及验收构造柱与墙的连接处要砌成马牙槎，２、楼梯、阳台板、门窗、轻质隔墙及滴水管等的预埋件详建施图。97N901图集第30页SG-6边,沿所有XL和砖砌体支座部位设钢筋砼梁垫，尺寸240x500x墙宽，ＧＬＡ型，荷载等级为２级。３、圈梁、构造柱及墙体拉筋等抗震构造做法按９７Ｇ３２９《抗震构造详图》施工。%%1308@150%%1308@180%%1308@18015%%1308@150500118700ABC2.97014235661245XL-2XL-2XL-1XL-1330050001300%%1308@150%%1308@130128088408%%1308@150367640%%13010@150840984010111410%%13012@14014104511280%%13016@180%%13012@200%%13010@1802317640430%%13016@2001280128055014%%1308@25013%%1308@100830%%1308@20083020%%1308@15018783019500500%%1308@18016%%1308@130830212183050043022%%1308@15012005000250020005000130033002000250120%%c6@2001D3121212232324%%1308@1802.9704%%13012240X地沟穿墙采用钢筋砖过梁断面墙宽、钢筋保护层最小厚度：四五六九十墙内不小于1000.%%C6@200,双肢箍1,%%C6@200GZ在拐角处采用角钢浆抹1:2.5泥砂,,20厚.水MU10机制砖MU10机制砖机制砖MU102）、上部结构梁为２５ＭＭ，图中未标明的混凝土柱为GZ1,柱为30ＭＭ。断面,=240X240主筋4%%C14水泥沙浆，M10以下M7.5:层:1~2混合沙浆，c砖砌体：:+-0.00夹层M5.0混合沙浆，1）、楼屋盖板、阳台板、楼梯板为１５ＭＭ。2KN/M2无上人活荷载未经技术鉴定或设计许可，,活荷载取值：KN/M卫生间：2.0１：：2屋面：3其它房间：2KN/M2.0,,楼梯：2.0及雪压荷载，荷载，：不得改变结构的用途和使用环境。部伸入顶层顶板水平长度不小于上主筋下部伸入地梁500一、二、三98086044120120年。50结构安全等级为二级。基础设计构造措施：:七门窗