详细框剪结构住宅楼cad施工设计工程图纸

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%%130)b1Xh1t1t2竖筋12345a5b89101112号箍筋中部端部箍筋Ln节点内Z-1Hj35A450X450 %%13012@200%%13012@100%%13012@1001400035A450X450 %%13012@200%%13012@100%%13012@100220035A450X450 %%13012@200%%13012@100%%13012@1004-6280035A450X450 %%13010@200%%13010@100%%13010@100 7-13280030A450X450 %%1308@200%%1308@100%%1308@100 Z-2Hj35B500X5002%%131162%%13116 %%13010@200%%13010@100%%13010@1001400035B500X5002%%131162%%13116 %%13010@200%%13010@100%%13010@1003-5280035B500X5002%%131162%%13116 %%13010@100%%13010@1006280035B500X5002%%131162%%13116 %%1308@100%%1308@1007-8280030B500X5002%%131162%%13116 %%1308@100%%1308@100 9280030A450X4501%%131161%%13116 %%13010@200%%13010@100%%13010@100280030A450X4501%%131161%%13116 %%1308@200%%1308@100%%1308@100280030A450X4501%%131201%%13120 %%1308@200%%1308@100%%1308@100 Z-3Hj35B500X5002%%131182%%131162%%13116 %%13010@200%%13010@100%%13010@1001400035B500X5002%%131182%%131162%%13116 %%13010@200%%13010@100%%13010@1003-6280035B500X5002%%131182%%131162%%13116 %%1308@200%%1308@100%%1308@100 7-13280030B500X5002%%131182%%131162%%13116 %%1308@100%%1308@10014450030B500X5002%%131182%%131162%%13116 %%1308@200%%1308@100%%1308@1001530B500X5002%%131182%%131162%%13116 %%1308@100%%1308@100%%1308@100Z-4Hj35A450X4502%%131181%%131161%%13116 %%13010@200%%13010@100%%13010@1001400035A450X4502%%131181%%131161%%13116 %%13010@200%%13010@100%%13010@1003-6280035A450X4502%%131181%%131161%%13116 %%1308@200%%1308@100%%1308@100 7-13280030A450X4502%%131181%%131161%%13116 %%1308@200%%1308@100%%1308@10014450030A450X4502%%131181%%131161%%13116 %%1308@200%%1308@100%%1308@1001530A450X4502%%131181%%131161%%13116 %%1308@100%%1308@100%%1308@100Z-5柱表详图2004年12月 日2004年12月 日2004年12月 日日 期2004年12月 日水 卫空 调专 业电 气姓 名专 业建 筑姓 名日 期基础顶~-6.200-6.200~-2.200-2.200~%%P0.000%%P0.000~2.8002.800~11.2001%%131181%%131182%%131201%%131181%%131182%%131202%%131201%%131181%%131181%%131201%%131202%%131202%%13120A450X4502800351%%131181%%131182%%13120%%13012@100%%13012@200%%13012@1002311.200~30.800B500X5002200352%%131162%%13116%%13010@100%%13010@100210-112%%131202%%131202%%131202%%131202%%131202%%131202%%131202%%131202%%1312012-13%%13010@200%%13010@200%%1308@200%%1308@200基础顶~-6.200-6.200~-2.2008.400~11.20025.200~30.800-2.200~%%P0.000%%P0.000~8.40011.200~16.80016.800~19.60019.600~25.200至坡屋面板顶平屋面板顶坡屋面板顶35.300~3522002500X500B2%%131162%%131182%%13116%%13010@100%%13010@200%%13010@100%%1308@200%%P0.000~11.200-2.200~%%P0.000-6.200~-2.200基础顶~-6.20011.200~30.80030.800~35.300%%1308@100%%1308@200%%1308@1003522002450X450A1%%131161%%131162%%13118基础顶~-6.200-6.200~-2.200-2.200~%%P0.00035.300~坡屋面板顶30.800~35.30011.200~30.800%%P0.000~11.200至坡屋面板顶平屋面板顶Hj500X5002220035B2%%131162%%131162%%13118%%13010@100%%13010@200%%13010@1005-6基础顶~-6.200-6.200~-2.200-2.200~%%P0.000%%P0.000~5.600至坡屋面板顶平屋面板顶5.600~11.20011.200~16.80016.800~30.80030.800~35.300坡屋面板顶35.300~2%%131182%%131182%%13118%%1308@200%%1308@200%%13010@200Z-635.300~坡屋面板顶30.800~35.300平屋面板顶至坡屋面板顶450012250X600250X60030C30C250X6003%%131163%%13116250X6002%%131163%%131162%%131163%%131162%%131162%%131161%%131161%%131165%%131165%%13116%%1308@100%%1308@200%%1308@100%%1308@100%%1308@100%%1308@10011.200~16.800%%p0.000~11.200-2.200~%%P0.000-6.200~-2.200基础顶~-6.20016.800~30.80030.800~35.300坡屋面板顶35.300~至坡屋面板顶平屋面板顶%%13012@100%%13012@100%%13012@100500X50035B2%%131222%%131222%%13122%%13012@100%%13012@100Hj%%13012@100%%13012@100%%13012@100至坡屋面板顶平屋面板顶35.300~坡屋面板顶30.800~35.300-6.200~-2.200基础顶~-6.200%%p0.000~11.200-2.200~%%P0.00011.200~30.800变高标化3bh柱截面型式(B )型32122柱截面型式3型(A )012h2b8111318118h14(C )型9b3h15ba5柱截面型式912b施工人员应认真阅读本说明,并严格按照本图所有构造要求进行施工.本图一. 总则二.总说明2.柱箍筋加密区间距与非加密区间距用斜线 "/" 分开 3.表中钢筋:HPB235级(\M+58229,HRB335级(%%131),强度详见结4.本工程按7度抗震设防,框架为三级抗震等级,柱竖筋接头本图所有构造规定和节点构造做法依据: <<混凝土结构设计规范>> 1.配筋相同的柱各层的箍筋加密区范围不一定完全相同,加密区范围GB50010-2002<<建筑抗震设计规范>>GB50011-2001<<高层建筑混凝土结构技术规程>> (JGJ3-2002)应由施工员根据本图中的规定分别核算未详尽构造事宜,应按照相应的规范规程处理8.Z-7'配筋与Z-7配筋相同,箍筋沿柱高全程加密.6.其它有关柱的构造详参图集03G101-1第36,37,38,39页.7.Z-6编号详见结施-17.一截面钢筋的接头数不宜多于总根数的50%.5.柱纵向钢筋总数为四根时,可在同一截面连接.多于四根时,同拉梁柱箍筋加密区范围规定 1/3柱净高>>=100>=40dHj梁顶梁顶柱长边, 1/6柱净高, 500>>>加密区范围 构统一说明.采用焊接.柱表构造图说明1:100柱定位图本工程梁除注明外均以轴线为准居中布置(125)(325)(125)(325)(325)(125)(325)(125)(325)(125)(125)(325)(325)(125)(125)(325)(325)(125)(325)(125)(125)(325)(325)(125)(325)(125)(125)(325)(325)(125)(325)(125)(125)(325)(125)(325)(125)(325)(325)(125)(325)(125)(125)(325)(125)(325)(125)(325)(325)(125)(125)(325)(325)(125)(125)(325)(125)(325)(125)(325)(325)(125)(125)(325)(225)(225)(125)(325)(125)(325)(325)(125)(125)(325)(325)(125)(325)(125)(125)(325)(125)(325)(125)(325)(125)(325)(125)(325)(325)(125)(325)(125)(125)(325)(325)(125)(325)(125)(125)(325)(125)(325)(125)(325)(125)(325)(325)(125)1%%131201%%1312099B4100A196002300GJ36001700D41003134007480069001200200036001800NP2500K2430001270083000519002600172800330011362001022001632001330506003900455019A1200214700HECF1660023001300220017123620031503300101526001432002300ML43001800300020182200325021550AZ-1AZ-3AZ-7QL-411004251450425QL-5725 6501125550425AZ-6425AZ-41450425550QL-3425 550425AZ-5425AZ-3AZ-31550400QL-2850550700675AZ-1AZ-2675AZ-12800QL-1400850675AZ-1675425900425775100040014508504006751700AZ-11125 400425425AZ-642514504254251350425AZ-155085040067510009004256005756751700675AZ-1AZ-1AZ-118%%131163005%%13116%%13012@100%%13012@150AZ-2250%%13012@100AZ-34004002003002508%%13116\M+582312@100\M+582312@150250250%%13012@150AZ-4250%%13012@10020%%13116425AZ-5250300%%13012@10031%%131162003002503002@150200250250%%13012@150300200300AZ-7%%13012@150250380%%13012@10035%%13116300%%13012@150200300650250250AZ-8AZ-812%%13116250\M+582312@100650QL-3AZ-3AZ-3AZ-9AZ-9%%13012@10014%%13116AZ-9AZ-3QL-3QL-3QL-5200AZ-11250%%13012@150\M+582312@150300\M+582312@100200\M+582312@15023%%13116300200300250AZ-12AZ-11AZ-10AZ-1010%%13116575\M+582312@1002505501100550AZ-12AZ-5QL-1QL-1QL-4姓 名电 气专 业空 调水 卫2004年12月 日姓 名2004年12月 日日 期2004年12月 日2004年12月 日建 筑专 业日 期-2.200~2.800剪力墙结构平面图1:100 850 250%%13010@1003%%13120QL-23%%131203%%13118QL-3QL-43%%13125QL-5 1100 1000 600%%13010@100%%13010@100%%13010@100 250 250 2503%%13120梁主筋梁号QL-1跨度 850墙梁表梁箍筋%%13010@100梁宽 250 9502.2705.070 1850 16503.100(0.300)(400)2.8002.800 600 700(%%p0.000)(0.200) 1150 (1500) 2200 21004.350梁高 950梁顶标高1.550洞口高度 18504:剪力墙内水平筋在墙梁及暗梁部位贯通.墙身水平钢筋 1:本层所注明的节点大样及墙梁大样只对本层剪力墙而言.2:墙梁表中梁主筋指的是墙梁上皮或下皮的单边数量.5:剪力墙在楼板处均增设暗梁:(墙梁部位不设),详见图一.7:详图中未注明拉结筋直径为%%13010,间距同暗柱箍筋间距.墙身竖向钢筋构造详见图说明:3:剪力墙构造详见图集03G101-1的第47~53页.6:图中剪力墙配筋为双排.双层%%13012@200钢筋.构造详见图集03G101-1的47页.集03G101-1的48页.%%1308@100墙内竖向钢筋墙内水平钢筋图一楼板面3%%131165002503%%13116 (1250)436004100314100ADB1700J19600G23003600K2500N1800P230002700130003900425QL-4QL-53400769004800280011362001093300550AZ-1220016305013320019455017AZ-1AZ-11AZ-125501450425AZ-51100550AZ-642513504255504251450425425425425AZ-3400425AZ-742542542511001450550425AZ-4AZ-16752800AZ-1425 550 400AZ-3AZ-5QL-4AZ-81125QL-342542514501550675 6507251125QL-5AZ-6550QL-3QL-1400AZ-3850675AZ-1AZ-1AZ-283000260051900550700675850QL-2121031503620093300AZ-9QL-3AZ-10AZ-1AZ-3QL-16009004001000675AZ-9AZ-3QL-3675AZ-14008501700AZ-3QL-1775100090057567567585017004006001514260023003200201832501722001300214700AE2300CF2200HL43001480021300AZ-2\M+582312@10065012%%13116AZ-8250%%13012@1005%%13116AZ-1%%13012@10018%%13116%%13012@150250%%13012@150AZ-9AZ-11\M+582312@100\M+582312@150%%13012@10014%%1311610%%13116AZ-105752502503008%%13116\M+582312@100400400AZ-3\M+582312@10023%%13116250200\M+582312@150\M+582312@150300200200300300250%%13012@150250425250250AZ-420%%13116%%13012@100%%13012@150AZ-12%%13012@15025%%13116\M+582312@100425200300\M+582312@150300200250250300250AZ-531%%13116%%13012@100250200250%%13012@150300AZ-6%%13012@10018%%13116300200200300250150425300200洞口高度图一楼板面3%%13116500%%1308@100250墙内竖向钢筋墙内水平钢筋3%%13116集03G101-1的48页.构造详见图集03G101-1的47页.3:剪力墙构造详见图集03G101-1的第47~53页.5:剪力墙在楼板处均增设暗梁:(墙梁部位不设),详见图一.2:墙梁表中梁主筋指的是墙梁上皮或下皮的单边数量.1:本层所注明的节点大样及墙梁大样只对本层剪力墙而言.4:剪力墙内水平筋在墙梁及暗梁部位贯通.墙身水平钢筋 说明:QL-5QL-2QL-3QL-4梁号QL-1墙身竖向钢筋构造详见图 600 850 1100 1000跨度 850%%13010@100 250 250%%13010@100%%13010@100%%13010@100 250 250梁主筋梁箍筋%%13010@100梁宽 250墙梁表 2550 1150-2.100 1050梁高梁顶标高2004年12月 日2004年12月 日2004年12月 日2004年12月 日水 卫空 调专 业电 气姓 名日 期专 业建 筑日 期姓 名-6.200~-2.200剪力墙结构平面图1:100 1050 2100 2200 1270-0.530 1500-2.400 1800-2.200-1.250 14254%%13125(两排)4%%13125(两排)4%%13125(两排)(两排)4%%131254%%13125(两排)%%13012@1502600AZ-3AZ-3AZ-912%%13116\M+582312@100AZ-8650AZ-1AZ-9250250AZ-2575AZ-1014%%13116%%13012@100\M+582312@150AZ-325010%%13116\M+582312@100姓 名A41002500电 气专 业空 调水 卫2300G19600J1700BD3600建 筑2004年12月 日日 期专 业姓 名2004年12月 日2004年12月 日P1800NK36003400%%13012@100200%%13012@1505%%13116%%13012@10030030025018%%13116134100480090067400400\M+582312@1008%%13116250\M+582312@150330091036200280032001330501611 400425 650550AZ-67251450425425AZ-5 550AZ-442555014501100425425425AZ-7425AZ-1550850675700550AZ-2AZ-1AZ-1675850AZ-3112567515501125AZ-8AZ-3AZ-12800675AZ-1400AZ-377517006751000400900425425AZ-6550AZ-54251450425400850400AZ-16752004年12月 日日 期3000300012700219005260084330093620031501032002300141512AZ-5\M+582312@10025%%1311625030020023%%13116\M+582312@100AZ-11%%13012@150\M+582312@150AZ-4250300200300200250250250300200AZ-12%%13012@150\M+582312@150200300425AZ-6%%13012@1502502504:剪力墙内水平筋在墙梁及暗梁部位贯通.墙身水平钢筋 1:本层所注明的节点大样及墙梁大样只对本层剪力墙而言.2:墙梁表中梁主筋指的是墙梁上皮或下皮的单边数量.5:剪力墙在楼板处均增设暗梁:(墙梁部位不设),详见图一.3:剪力墙构造详见图集03G101-1的第47~53页.构造详见图集03G101-1的47页.7:详图中未注明拉结筋直径为%%13010,间距同暗柱箍筋间距.6:图中剪力墙配筋为双排.双层%%13012@200钢筋.A250300200%%13012@10020%%13116425425%%13012@10031%%13116550AZ-1174550192200470021390015025025030030020030018%%13116%%13012@100300200%%13012@1503%%13116墙内水平钢筋墙内竖向钢筋250%%1308@1005003%%13116楼板面图一LHFCE430060017006755759001000600AZ-10AZ-9425425425425145042513501100550AZ-12AZ-1114800220023001300400850675AZ-3AZ-1集03G101-1的48页.说明:墙身竖向钢筋构造详见图20220017325018213000-6.200以下剪力墙结构平面图1:100姓 名BA水 卫空 调专 业电 气DJG专 业建 筑2004年12月 日2004年12月 日日 期2004年12月 日姓 名KPN日 期2004年12月 日3250220030002300320026003300315026001900300027003000305090041001410064800310330073400913320036200112800AZ-5AZ-3AZ-7AZ-32500120017003600230019600QL-4AZ-8AZ-4425AZ-6425550 650725QL-54251450110018003600QL-3AZ-21375550850QL-24002225AZ-31125400 400425425 550425550425145020004252375145040010007754259004251125AZ-1675850400QL-13475QL-367585042513504254550162200172112001939004700AAZ-3AZ-34005501100550AZ-10AZ-7AZ-11QL-5QL-3QL-3AZ-3AZ-9AZ-957560042590010001875425AZ-6AZ-5QL-4600QL-1QL-1AZ-1AZ-1675850430022001300230016600FCEH1800LM1542108914362001218151721202.800~30.800剪力墙结构平面图1:100AZ-64252375%%1308@100AZ-15%%13116250AZ-2%%1308@10018%%13116250300300AZ-3%%1308@1002508%%13116400250AZ-442530020%%13116250%%1308@100250AZ-531%%13116425150300300250%%1308@100250AZ-630025018%%13116300%%1308@100AZ-713%%13116%%1308@100250300250250650AZ-812%%13116%%1308@100AZ-9 9%%13116%%1308@100250575AZ-1010%%13116%%1308@10025042525%%13116\M+582312@100250300300200\M+582312@15025%%13116AZ-11425250300300250%%1308@100 250QL-2QL-3QL-4QL-5 250 2503%%131183%%13120%%13010@100%%13010@100QL-1梁号 250梁宽梁主筋3%%13120梁箍筋16.27013.47019.0707.87010.670 950 8505.9005.6005.600 700 600 1000 110017.10011.5008.70014.30016.8008.40011.20014.00011.20014.00016.8008.4007.150 950梁高墙梁表 850跨度12.75015.55018.3509.950梁顶标高27.47021.87024.670 185028.30022.70019.90025.50028.00019.60022.40025.20028.00025.20022.40019.600 2100 220026.75021.15023.950 1850洞口高度集03G101-1的48页.3:剪力墙构造详见图集03G101-1的第47~53页.4:剪力墙内水平筋在墙梁及暗梁部位贯通.墙身水平钢筋 1:本层所注明的节点大样及墙梁大样只对本层剪力墙而言.2:墙梁表中梁主筋指的是墙梁上皮或下皮的单边数量.6:图中剪力墙配筋为双排.双层%%13012@200钢筋.5:剪力墙在楼板处均增设暗梁:(墙梁部位不设),详见图一.7:图中未注明拉结筋直径为%%1308,间距同暗柱箍筋间距.构造详见图集03G101-1的47页.说明:墙身竖向钢筋构造详见图墙内水平钢筋墙内竖向钢筋3%%131165002503%%13116楼板面图一%%1308@10029.5503%%1312030.27030.80030.8003%%13125 250 600 1650 1150%%1308@100%%1308@100%%1308@10031.10036001700DB334009004800910076N36002500230015500KJG960160031800P300026001900910085435009800220030501613ECA9230047001480045501917LH43002600230091514235022009450191817姓 名电 气专 业空 调水 卫姓 名2004年12月 日日 期2004年12月 日2004年12月 日建 筑专 业AZ-71375400850550QL-31125425AZ-6AZ-7425AZ-3AZ-51450425425 550425425 4003475AZ-3400850675AZ-1AZ-3QL-2AZ-22004年12月 日日 期425850QL-1QL-1850187523754251000900575400AZ-4AZ-8AZ-72375600QL-3QL-5AZ-9AZ-3AZ-3400425675AZ-1AZ-167530.800~35.300剪力墙结构平面图1:10030.800~35.300剪力墙结构平面图1:100125AAAAAZ-1AZ-25%%13116%%1308@10030030018%%13116%%1308@100250250AZ-38%%13116400250%%1308@100425125AZ-7AZ-4%%1308@10014%%13116250850AZ-5250%%1308@10024%%13116250300300150AZ-6250AZ-7250250%%1308@10030018%%1311630013%%13116%%1308@100300250%%1308@100AZ-8 9%%13116%%1308@100250575AZ-910%%13116AAAA400%%13012@200%%13012@200A-A暗梁%%13012@200%%13012@200%%1306@600呈梅花状布置30.800暗梁32.700(两排)4%%13125 3900 3180%%1308@100墙内水平钢筋墙内竖向钢筋1:本层所注明的节点大样及墙梁大样只对本层剪力墙而言.7:图中未注明拉结筋直径为%%1308,间距同暗柱箍筋间距.3:剪力墙构造详见图集03G101-1的第47~53页.4:剪力墙内水平筋在墙梁及暗梁部位贯通.墙身水平钢筋 6:图中剪力墙配筋为双排.双层%%13012@200钢筋.5:剪力墙在楼板处均增设暗梁:(墙梁部位不设),详见图一.2:墙梁表中梁主筋指的是墙梁上皮或下皮的单边数量.墙身竖向钢筋构造详见图250构造详见图集03G101-1的47页.集03G101-1的48页.说明:图一3%%131165003%%13116楼板面 250 250 250梁宽 250%%1308@100%%1308@100%%1308@100梁主筋梁箍筋QL-2QL-1梁号QL-5QL-3 3050 600梁高墙梁表 850 850跨度 2400 1000梁顶标高 115035.300 2100洞口高度 1850 185035.300(两排)4%%13125(两排)4%%13125%%1308@10035.30035.3004%%13125(两排)850575600900 55015500350048003900679100340091700D36002300JGBAZ-5AZ-6AZ-7425AZ-712542542542542542514504002200980017161330504700148002300CEAAZ-4AZ-9425AZ-7425125AZ-7190040085055013753600K1800NP160025003475AZ-18502600AZ-3AZ-2AZ-33000400675AZ-3 40011253491008594300HLAZ-82600AZ-3AZ-1A