青岛市某框架结构住宅设计布置图

建 筑电 气给 排 水结 构暖 通海南元正建筑设计咨询有限责任公司HAINAN YUANZHENG ARCHITECTURAL DESIGN & CONSULTATION CO.,LTD.地址：海口市龙昆北路2号龙珠大厦13层A座三亚市西河西路金河公寓A座5AEXAMINE审核审定APPROVENDIRECTORSPECIALIZED工程负责人专业负责人DESIGNER设计校对CHECK制图DRAWCLIENT建设单位工程名称PROJECT图名DWG.TITLE工程号图号设计阶段PROFESSION比例DATESCALE专业日期DESIGN STAGEDWG.No.PROJECT No.3900PROJECT建设单位工程名称CLIENT图号专业PROFESSIONDWG.No.DWG.TITLE图名DESIGN STAGEPROJECT No.DATE比例SCALE日期工程号设计阶段地址：海口市龙昆北路2号龙珠大厦13层A座SPECIALIZED专业负责人三亚市西河西路金河公寓A座5A制图DRAW审定审核工程负责人APPROVENEXAMINEDIRECTORHAINAN YUANZHENG ARCHITECTURAL DESIGN & CONSULTATION CO.,LTD.海南元正建筑设计咨询有限责任公司CHECK设计DESIGNER校对200960[8@10020]20AZ7200[8@1506]25AZ29001100截 面截 面箍 筋纵 筋编 号400200[8@150AZ116]16500200箍 筋纵 筋编 号截 面箍 筋纵 筋编 号200[8@15018]18700AZ6450200400400150[8@15014]16AZ1500750200500200500200500[8@15020014]18AZ8980200[8@15020016]16AZ3200[8@10012]16500AZ9200200200840700[8@10014]16AZ4500300200200[8@10010]16AZ10900400[8@10020]20AZ5200960[8@10020]20AZ7200[8@1506]16AZ29001100截 面500200箍 筋纵 筋编 号截 面箍 筋纵 筋编 号200[8@15018]16700AZ6450200400400150[8@15014]16AZ1500750200500200500200500[8@15020014]16AZ8980200[8@15020016]16AZ3200[8@10012]16500AZ9200200200840700[8@10014]16AZ4500300200200[8@10010]16AZ10900400[8@10020]20AZ5200960[8@10020]20AZ7200[8@1506]16AZ29001100截 面500200箍 筋纵 筋编 号截 面箍 筋纵 筋编 号200[8@15018]16700AZ6450200400400150[8@15014]16AZ1500750200500200500200500[8@15020014]16AZ8980200[8@15020016]16AZ3200[8@10012]16500AZ9200200200840700[8@10014]16AZ4500300200200[8@10010]16AZ10900400[8@10020]20AZ5 楼梯配筋另详]10-180PROJECT建设单位工程名称CLIENT图号专业PROFESSIONDWG.No.DWG.TITLE图名DESIGN STAGEPROJECT No.DATE比例SCALE日期工程号设计阶段地址：海口市龙昆北路2号龙珠大厦13层A座SPECIALIZED专业负责人三亚市西河西路金河公寓A座5A制图DRAW审定审核工程负责人APPROVENEXAMINEDIRECTORHAINAN YUANZHENG ARCHITECTURAL DESIGN & CONSULTATION CO.,LTD.海南元正建筑设计咨询有限责任公司CHECK设计DESIGNER校对10010080802501204[8]10-180板筋41050100550200100100150100350100200501506001001:20檐口详图二2[8[8-1508[8]10-150200]10-15032.80010020035020010015010035010070050100200501506001001001[8[8-2008[8]10-150200]10-1501:2032.000檐口详图三1002007005010055015010035030050150600100100100]10-150]10-1502008[81:20檐口详图一32.80060120601:20WKL35.1005[8[8-200100700600[8-150KL2004[81:25(8.800)(11.800)(14.800)(17.800)(20.800)(23.800)(26.800)(5.800)2.80040020003004006005001003001002000100450100600500310050200010010030010010018070070070070070020002000200KL200200[8-200KL200[8-1504[8边梁4]14(钢筋锚入柱内300)[8-100[8-1504[84[8[8-1504[14[8-100边梁(钢筋锚入柱内300)1:252[8350[8-1504[8预埋件参照98ZJ41129.80029.3008.800(11.800)(17.800)(20.800)(23.800)(26.800)5.2005.8003.2002.8006.200700700100950100500600135024001:25(钢筋锚入柱内300)[8-1004]14边梁2004[8[8-1504[8[8-150200KL2.8005.800(8.800)(11.800)(14.800)(17.800)(20.800)(23.800)(26.800)(29.800)3.除注明外梁密箍和吊筋均为6[8,2]122. 梁配筋和构造遵照<<混凝土结构施工图平面整体表示方法制图规则和构造详图>>(03G101-1)1. 梁除注明者外均与轴线对中或与柱墙平说明:1700250x3=7503600105010011501150210\Fsimplex.shx360010501001150250x2=5002800214#、15#楼户内楼梯结构平面图31213TZ2TZ125.31324.75024.0002]16;2]20[8-100/200(2)200x300TL1:5044200200（标高：24.000~24.750）标高：24.000~25.313TL1(TZ2)[8-2004]146006001201203-3]10-130]10-130TL]10-130]10-130]10-1303001205631201202-2]10-130]10-130]10-13025.31324.750120300120750]10-130]10-130TL1-1]10-13024.75024.000168727.00025.313280015007008508501100500500130010080020080010010010013003002005003005002001100x2200洞口(B~B+2200)2800130070085085011003005005001300100800100020020010010013003001005005003001100x2200洞口(B~B+2200)2801003002[8通长1:25预埋件楼面标高参照98ZJ411[8-15010010010010010010010030001001001]10300[8-200[8-2001]103001:20窗套详图10010010010010010010030001001001]10300[8-200[8-2001]103001:20窗套详图5030100300150501001501001005025010010020098ZJ20130.000刷基层处理剂一遍钢筋混凝土板3厚（二布六涂）氯丁橡胶20厚1:2.5水泥砂浆找平层沥青防水涂料20厚1:2水泥砂浆1:20801001[8通长板筋伸来1:25预埋件阳台楼面标高参照98ZJ4112801002[8通长板筋伸来1:25预埋件楼面标高参照98ZJ411JKL1(2)[8-100/200(2)基础层梁钢筋图2]202]162]162]16;2]16[8-100/200(2)G4]12200x600(+0.30)[8-100/200(2)2]18[8-100/200(2)G4]122]16;2]16200x600JKL4(1)2]20JKL2(1)200x6002]122]20+1]182]161:100[8-100/200(2)2]16;2]16G4]12200x600JKL5(1)G4]12JKL2(1)[8-200(2)2]16(2]12)2]12200x400JL1(1)200x600JKL3(2)2]162]162]16(+0.30)G4]122]16200x500G2]12(+0.30)JKL7(1)[8-100/200(2)2]162]122]163]16200x5002]16;2]16JKL8(1)[8-100/200(2)G6]122]16;2]16[8-100(2)200x800JKL6(1)G2]12(+0.30)2]122]162]2010018070070070070070020002000400200030040060050010030010020001004201006005003000502000100100300100300KL300300[8-200KL300[8-1504[8边梁4]14(钢筋锚入柱内300)[8-100[8-1504[84[8[8-1504]14[8-100边梁(钢筋锚入柱内300)1:252[8350[8-1504[8预埋件参照98ZJ41126.97026.500(9.000)(12.000)(18.000)(21.000)(24.000)2.4003.0000.400%%P0.0003.4006.00013502400700700100950100500\P (470)600\P(570)1:253004[8[8-1504[8[8-150%%p0.0009.00012.00015.00018.00021.00024.0006.0003.000(26.970)括号中尺寸仅适用于跃层300420010016100140021003300120025001200420010016100140021003300120025001200330030002400240030003300150010015001002060028004000390090010040003900900100206001001002]18[8-100200x500/200x700200x800/200x800[8-1004]162]162]164]142]142]14150x700/200x7004]14200x500/200x600Z6[8-100Z54]162]142]162]16[8-100Z82]16Z17200x700/200x5002]18[8-100[8-100200x700/200x7004]182]18AZ3[8-100200x700/200x7002]18Z11600Q1AZ2AZ1AZ6AZ32]184]18AZ62]18Z202]144]142]142]164]16Z154]142]14[8-1004]18500x600AZ1600Q12]14AZ1Q1Z114001]18Q1AZ54002]16200x700/200x5004]16[8-100Z18AZ5Q1AZ4Z11400400Q1600Q1AZ1AZ14]182]14[8-100200x600/200x900Z192]162]20AZ72]14200x500/200x600[8-100Z232]14AZ8[8-100200x700/200x500200x500/200x700[8-100Z214]16Z2218]18[8@1001225AZ24005002006]16[8@150AZ12002005002002002200[8@10028]16AZ390089920020020]16[8@150AZ4200x800/200x8004]142]162]14150x700/200x7004]14[8-100Z52]162]16[8-100Z82]162]16AZ1AZ1[8-100200x5001]22[8-100200x6001]164]16[8-100200x500Z241]16[8-100500x2004]16Z25Z11]184]181]20AZ41]18Z1[8-1004]18200x600[8-1504]22200x500Z264]161]16Z241]16[8-100500x2004]16Z25AZ5[8-100200x5004]161]16AZ6Z244002001500200500200200500500200埋入8.柱与砌体的连接面沿高度每隔 预埋 钢筋 对称配置 当竖筋编号旁注有"总"字者则为总配量 号中2/2]14表示二排,每排2]14,且均匀分布13. L至N型截面中. 号与h边对应, 号与h1边对应.200 的混凝土强度等级应按其中较高级者施工 垛长 非抗震设防时为 预埋筋两端均弯成直勾 柱内 其外伸长度 抗震设防时为 或等于墙 当梁柱混凝土强度等级相差大于当本说明第长度与梁内相同(h-30)度不应小于 肢为 筋 箍筋直径及间距相应同 号筋10.顶层柱竖筋上端锚入节点长度 不少于 且不少于 纵剖面图所示) 当为边柱时 ,柱外侧纵向钢筋与梁搭接长 12. 型截面中 为平行b边的肢数 为平行h边的肢数 每两肢箍筋组成一封闭箍 或 当肢数为奇数时 中间一 HPB235 ,HRB335 ,HRB400 ,RRB4002.表中注有(二)字样的竖筋表示配置在第二排 4.本工程按 度 级抗震设防 柱竖筋接头 3.表中钢筋 钢筋强度设计值 详 Ld= d与 号对应 插筋须预锚于下柱内 端箍筋加密区 范围以外 接头数不宜多于总根数的 在竖筋搭接接头范围内 其箍筋间距为 当为抗震设防时 竖筋接驳应在柱 上按图甲 乙 丙施工 柱纵向钢筋同一截面钢筋的上下柱竖筋或上柱竖筋与预插筋的接头应在两个水平截面6. 至 型截面中 插筋 号与 号对应 号与 号对应 至 型截面中 号筋与 号对应 号 层采用 其余各层采用 ,6:50结构总说明钢筋之净距为,100,NJ;ILn5.采用绑扎接头时 3A439.yf,与一排,,11.,7Ld,,7I50%,1,66,,2锚入长度为梁宽范围以外的柱外侧纵筋伸入板内 当为抗震设防时还应有不少于 的水平段(如总说明43La500:5005d,MPa,62%%c 时 梁柱结点区,La,Ld12条未填写,11 值时,12d 则详结构,92,8,,,9191,4,101.5Lae ,92,3下柱竖筋 339( )7.图中 号拉结筋的安放应紧靠竖筋并勾住封闭箍筋 中部 中间层 Hj内地台面 oH1.表中竖筋数量为柱截面单侧(翼)配量 另一侧(翼)为 节点 LnLdLdLd中部 H底层 Ln竖筋 箍筋 且8d>150100LnLn,道 箍筋及直上 中 下三径同首层柱柱纵剖面 说明: Ld( )F2h12b189291h边肢数b边肢数1329331型 3111b15h1b9a44总 23L型 82b59hM3221bb1型 h12E88b1总 1a5h94b529h,hI2( )( )( )型 >12dLd节点 Ln中间层 HLd中部 LnaEL顶层 HLd中部 Ln节点 h节点 LnLnHLde乙 c6( )18hb2B3219型 3LdLdLde76插筋 LdLn下柱竖筋 LdLd67插筋 LdcLn上柱竖筋 上柱竖筋 甲 12b8型 hA下柱竖筋 上下柱边平 LdLdLdLn( )3( )3b3D2h10323型 b2Dh210型 ( )11188型 ( )柱截面型式 总 ( )12h9型 G8113H911h122231b18812b112b( )N21h312总 59h( )J型 1t194183bt2型 4型 (Kt2b318型 总 93218111 )3总 型 ( )7.5d抗震 箍筋大样 e6竖筋接头型式 118( )hC型 31Dh311822b10绑扎 76插筋 cd5dLd对焊 300双面焊 丙 c11b22e上柱竖筋 或 5d2d5d))10d81112(7.5d抗震 (抗震 90%%d10(7.5d10d82单面焊接封闭箍1135%%d312d10d180%%d)9310d单面焊 aEL2]18[8-100200x700/200x700AZ2`Q2AZ2`AZ10AZ8AZ11AZ94]182]182]18Z2200x700/200x500200x500/200x700[8-100[8-100/200200x500/200x500Q1AZ2`AZ74]162]222]22AZ3Z52]222]224]22[8-100Z5AZ9AZ7Q2Z1AZ62]224]222]22Q2AZ2`AZ2`AZ2`AZ8AZ10Z74]202]20AZ1Z3Q1AZ1Q1Q1AZ5200x700/200x7002]184]16[8-100Z42]20AZ5Q1AZ4Q1Q1AZ1AZ1[8-100200x800/200x900Z6Z2AZ9AZ11Z2AZ6（4]18 2/2）（4]18 2/2）（4]20 2/2）33005400540033001500150010028004000390090040003900900100300200300700700700400900900700950950110050040050040060040040013006005005005000050045080045011001100700700Z2Z3Z4Z7Z6Z5Z8Z9AZ3Z12Z11Q1AZ2AZ1AZ3Z14AZ7Q2Z11Q2AZ2`AZ2`AZ2`AZ8AZ10Z15AZ1Q1AZ1Z10Q1AZ1AZ1Z13AZ9AZ11Z16Z9AZ6AZ5AZ5Q1Q1Q1Q1AZ4AZ61001500330054005400330015002400330040002800400039009007003900120035001300170028004200100120030095095011005004005004006004004001300600110011007007007007009008007007007007009009007006001100400500700700150015005005002005005005005007005005006005004001100400300200500300800800800600110014008007007008006001600105050070060060080060050050050050050050060060040090040040011009003003002002区3区2区3区1区2区3区400档案号设计阶段描 图设 计校 对日 期比 例 专业负责人工程负责人审定审 核1002300033001500390033004000280040001002400100119001001400AZ3`AZ3`3300330015001500100206002800400040001002290020500100230001500330030002400240030003300150024003300400028004000390090010070023600390010013003500130017002800420010016000420015400100140021003300120025006001100700120011507005004504502400600100230001500330030002400240030003300150024003300400028004000390090010070023600390010013003500130017002800420010015400180015400100140021003300120025006005001002300015003300300024002400300033001500240033004000280040003900900100700236003900100130035001300170028004200100154001811154001001400210033001200250060050010023000150033003600180018003600330015002400330040002800400039009001007002360039001001300480045004200100154001800154001001400210033001200250060050048004500240010011800240011800100140054002500100206001500330036001800180036003300150033004000280040003900900100100206001500100480045002400100118002400118001001400540025001002060015003300540054003300150033004000280040003900900100100206001500100240023892400700700150150150150350100150100150100350150150150150350100150100230001500330030002400240030003300150024003300400028004000390090010070023600390010013003500130017002800420010015400179715400100140021003300120025006005002403[8-150H8K101600K101200K10H8K10Z2K10K10Z7Z4H8600K101200[8-15012002B1Z3K101200Z6K102200]10-12010002B2H8]10-120K102200K10110012002B318002B4K10K10K10Z5K10K10H816002B5H+0.28900900H8Z8180010002B6Z9K101000K10K10H8K102B18H-0.666H82B17K10K10H8600K10Z11H-0.03K10600K10Z12H82B9600h=120]10-12011002B10H81000K10900K102B7K10600H8K10600600 H 12001200K10[8-150K101200H-0.03K10Z14H86002B91200K10h=1202B10 H 2200K10K101200Z15H8600600K10K101200]10-150700K10700K102200K10K102B20]10-1801200H+0.28H8K101200H82B211800H81800]10-1501200K101200K101200K101200K101600K10H8H8H816001200K102B8K106002B111600K101800K101800H82B12H8K10Z1600H8K10H81500H+0.28H+0.28K10K101600K101600H82B141200H82B15H82B131800K10Z10K10H+0.27600H+0.28K10H81200K10H86002B16H8Z13Z12B152B14H+0.28H+0.28K102B111200K102B191600K102B12H+0.272B16H+0.28Z162B13K10K10K10H81800H810002B22100018002B6Z91:10016#楼1、3区二层板配筋图图中未注明者板厚为100mmK10600H8H8H8K10H8 H ]10-180 支座筋和底筋按K8构造配筋,面筋伸入板长度为短跨L/44.底筋相同的相邻跨板施工时其底筋可以连通5.板面标高相差不超过L/6时其间面筋连通设置 (当短跨L<1500mm时,则拉通)2楼层楼板面建筑标高见上表.6.图中未注明者板面和梁顶标高为H+0.30m(除特殊注明外，结构标高均比建筑标高低30mm) 但施工时需做成2.图中K8表示[8-200,H8表示[8-150,K10表示]10-2001.楼面混凝土强度等级为C253.图中凡未注明钢筋的小跨度板说明:12.00053.00%%p0.000 3.000 6.00032标高(m)1层号3.003.003.00层高(m)建筑楼面标高建 筑 层 高 9.00043.0033.60030.30032.10024.00018.00021.00015.00027.00097861.503.301.803.003.003.003.003.00平屋面坡屋面跃层小塔1:10016#楼1、3区三层板配筋图图中未注明者板厚为100mm 支座筋和底筋按K8构造配筋,面筋伸入板长度为短跨L/44.底筋相同的相邻跨板施工时其底筋可以连通5.板面标高相差不超过L/6时其间面筋连通设置 (当短跨L<1500mm时,则拉通)3楼层楼板面建筑标高见上表.6.图中未注明者板面和梁顶标高为H+0.30m(除特殊注明外，结构标高均比建筑标高低30mm) 但施工时需做成2.图中K8表示[8-200,H8表示[8-150,K10表示]10-2001.楼面混凝土强度等级为C253.图中凡未注明钢筋的小跨度板说明:12.00053.00%%p0.000 3.000 6.00032标高(m)1层号3.003.003.00层高(m)建筑楼面标高建 筑 层 高 9.00043.0033.30030.00033.90024.00018.00021.00015.00027.00097861.003.003.003.003.003.003.003.00平屋面坡屋面跃层小塔[8-150H8K101600K101200K10H8Z2K10K10Z7Z4H8600K101200[8-15012005B1Z3K101200Z6K102200]10-12010005B2H8]10-1202200K1011006005B39005B4K10K10K10Z5K10K10H816005B5H+0.28900900H8Z8180010005B6Z9K101000K10K10H8K105B17H8600K10Z11H-0.03K10600K10H85B9h=120]10-12011005B10H81000K10900K105B7K10600H8K10600600 H 12001200K10[8-150K101200H-0.03K105B91200K10h=1205B10 H 2200K101100K101200Z15H8600600K10K101200]10-150700K10700K102200K10K105B19]10-1801200H+0.28H8K101200H85B201800H81800]10-1501200K101200K101200K101200K101600K10H8H8H816001200K105B8K106005B111600K101800K101800H85B12H8K10Z1600H8K10H81500H+0.28H+0.28K10K101600K101600H85B141200H85B15H85B131800K10Z10K10H+0.27600H+0.28K10H81200K10H86005B16H8Z13Z15B155B14H+0.28H+0.28K105B111200K105B181600K105B12H+0.275B16H+0.28Z165B13K10K10K10H81800H810005B21100018005B6Z9Z6Z17Z5Z8Z23Z1Z1Z11]10-100]10-150]10-180Z20Z15Z26Z19Z18Z24Z25]10-180Z21Z24Z25Z22Z24H812B2Z61300K10Z17K10K10K1013001300]10-12012B1]10-120K10Z82400800800K101200K10Z11Z20Z15Z23Z19Z18]10-18012B32400]10-120K102600K1011002000]10-120H81100K10Z1H8600K10[8-150100012B4H8K10600K10Z21Z112B41000K10K1025002200]10-12012B32200Z22K10K10]10-180h=12012B6]10-12