某二层框架结构办公楼建筑结构设计施工图纸

30002000570010700300030003000300030003000300030003000300030003000360003000200057001070030003000300030003000300030003000300030003000300036000建 筑电 气给 排 水结 构暖 通2002002002008@100 825400x400KZ12002002002008@100/200825400x400KZ22002002002008@100/200822400x400KZ32002002002008@100/200818D400KZ4160003530006600073000860001060001236000A7700C3000D10700WKL1(7) 300x650218N412KL1(1) 300x650222;225+222N412L1(1) 250x4008@200(2)216;325KL2(1) 250x650225;225+422 2/4N412L1(1)KL3(1) 250x6508@100/150(2)222;225+222N412KL4(2) 250x650218N412L2(1) 250x4008@200(2)218;320KL4(2)KL3(1)L1(1)KL2(1)L1(1)KL1(1)L3(7) 250x5008@200(2)218WKL2(7) 300x6508@100/200(2)216;416G412KL7(1) 250x5008@100/200(2)216;218+116420218+416 4/2420218+416 4/2416218+216218+216418218+216416218+216420218+216420218+416 4/2218+416 4/2222+418 4/2222+418 4/2216+220225+416 4/2225+520 4/3222+416 4/2222+420 4/2325618 4/2250x400318218+520 4/3218+120225+122225+122218+420 4/2314218+122225+122218+120314218+122225+122218+122225+122218+420 4/2416416416416416416416416316316610(2)610(2)68(2)610(2)610(2)612(2)610(2)216610(2)68(2)21668(2)216610(2)610(2)216612(2)610(2)610(2)68(2)68(2)610(2)1300023000330004300053000630001/630007300083000930001030001130001236000A5700B2000C3000D10700层号标高(m)层高(m)结构层楼面标高结 构 层 高1-1.2004.752 3.5503.65屋面 7.200梁平法施工图1:1008@100/150(2)8@100/150(2)8@100/150(2)WKL1(7) 300x700218N214WKL3(1) 300x700216;422N214L1(1) 250x400216;325WKL4(1) 250x650218;225+422 2/4G214L4(1) 250x4008@200(2)216;225+122WKL5(1) 250x6508@100/150(2)218;425N214WKL5(1)L1(1)WKL5(1)WKL5(1)L4(1)WKL4(1)L1(1)WKL3(1)L3(7) 250x5008@200(2)218WKL2(7) 300x7008@100/200(2)216;416G214222+220618 4/2222+220618 4/2416418418218+216416218+216222+220418222+220618 4/2618 4/2216+218216+218216+220218+216218+416 4/2216+120218+120418225+122225+122218+420 4/2314218+122225+122218+120314218+122225+122218+122225+122218+420 4/2416416416416416416416416416610(2)610(2)68(2)610(2)610(2)610(2)68(2)21668(2)68(2)68(2)68(2)68(2)216610(2)610(2)610(2ห้องสมุดไป่ตู้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x4008@100/200200200400x400A18@100 82520020020020060007700C200KZ1200200200KZ1400x40060008@100/20032002002008252005200200200KZ2200200200KZ2200200200KZ320030003600060006KZ32002002002007200KZ3200200200200KZ3200200200200200KZ32002008200200200KZ3200600010200200KZ2200200200200200200KZ3200200KZ2200200KZ1126000200200200200KZ12002002002008@100/200(2)3.5503.65 3.5502标高(m)-1.200结 构 层 高结构层楼面标高层号14.75层高(m) 7.200屋面梁平法施工图7.2001:100板平法施工图3.5501:100板平法施工图7.2001:1003000360003000570010700300020003000300030003000300030003000300030003000一层平面图1:100立面图1:1003002400300030003600036000750240030003000750150057002400107001800150030030003000200020007502400300030002400300300300300300300300015003000150075075075075075015002400300030001500750二层平面图1:10030015003000300075024003000300015001200300300300024003003003003000300015007507503000240030001200300300024003003003003003000150075015007503000150075075075010700240057002100300070030020018001500300075015007507503000300020015002000300立面图1:10075015007507501500750100010001000100010001000100010001100110011001100110011001100110010001000100010001000100010001000100010001000100010001000100010001050105010501050105010501050105010001000100010001000100010001000100010001000100010001000100010001100110011001100110011001100110010001000100010001000100010001000J-2J-2J-1J-1J-2J-2J-2J-2J-3J-3J-2J-2J-2J-2J-1J-1J-2J-22502502112@150300300100-1.800-1.200121031004504504004504501001100110010045045040045045010011001100J-12202202112@180121004004004004004001001000100010040040040040040010010001000J-2100100210@200110@200121004504004004004501001050105010045040040040045010010501050J-312@15012@15012@1502812@18012@18012@18028300100300-1.800-1.20010@20010@200-1.200-1.80030010030015001500柱平法施工图3.550~7.2001:100柱平法施工图-1.200~3.5501:1001:100基础平面图 7.200结构层楼面标高结 构 层 高-1.200标高(m) 3.550屋面层号12层高(m)4.753.65 7.200 3.550-1.200结 构 层 高结构层楼面标高标高(m)屋面层号213.654.75层高(m)办公室办公室办公室办公室门厅会议室办公室办公室办公室办公室办公室办公室办公室办公室办公室办公室250100909090909090909090909090100250100250490100250100120120上1234白色涂料白色面砖灰色面砖立面图1:100白色面砖灰色面砖灰色面砖300180下150灰色面砖白色涂料灰色面砖红色花岗岩立面图1:100灰色面砖白色面砖灰色面砖12342%1%1300023000330004300053000630001/630007300083000930001030001130001236000A5700B2000C7700415626636266362651418@12528@1503105010@180489089010@180510508@15068908908@15078@15088@12598008@150106406408@1509118@12521288088010@1801310408@150148808808@150112121314158@150810911810149120036003600300870060036003600300810090020007009002000700450315029007001200600剖面图1:1001--1300300%%p0.0003.6007.2007.800-0.300%%p0.000-0.300300%%p0.000-0.3003.6008.4007.200剖面图2--21:10081002000360036002000900300700900300%%p0.000-0.3003.6007006006007.8007.20060060070030090070030090020003600360020008100%%p0.000-0.3003.6007.2007.80087003600300360030012007001200剖面图3--31:10081002000360036002000900300700900300%%p0.000-0.3003.6007006006007.8007.2008.4007.200%%p0.000-0.3003.600900200070045024509.0007.200%%p0.000-0.3003.60093003600300360030018007001800剖面图4--41:10081002000360036002900300700900300%%p0.000-0.3003.6007006006007.8007.200700200090045024507008808@150640108@150CAB5700107002000153000132300098@15010@150105038@1501050178@1808@150680098@1808908908@18028@15010@15089089041040121188@150147288088028D3000300010@15053300030004210@15013880121198@180148@180640915211101399016143108300063000360001/68@1509750171141081015414530007300089149811109108630003000910939811300012728@150970191510@1509702018@15018198@20010002275十四步均分51400125390110114@150280X13=3640A--A1:50200持力层214@1501935350318200TB1318-0.050TL1A1400TB24TB313256@20014@15014@15014@150140063200814@150914001425九步均分14@15014@150742672.2258353.550280X8=2240200193520013255700280X8=22401935TL1ATL1TB2TL1ATB38@200h=10010@15010@150A125TB1280X13=3640150DJ811.4206152560TL1193560A3000楼梯详图1:50111212221-3.600W1119本工程图纸中标高数值以米为单位,其余尺寸以毫米为卫生用具选用成品器具 施工过程中各专业应密切配合,预埋件及穿越墙板管线在本说明未尽之处请按国家现行施工及验收规范实施, 在施工过程中若遇到地下原有管线与基础相矛盾时,应事先与设计部门联系,妥善处理后方可进行下一部份施工.砌墙及浇灌混凝土时应事先安排完毕避免凿洞.单位,楼层标高为面层标高,屋面标高为结构标高. 室外装修需做出样板,必须与建筑效果图相符,经有关部门施工中切勿以比例量度图中尺寸,一切以图中数字所示为准.看样同意后,再大面积施工.按七度抗震设防设计.踢脚材料作法表沥青防水卷材,DJ811.1塑钢门窗应按实测尺寸制作安装,参见图集 JSJT216施工. 门窗制造安装厂家按设计立面图式样绘制详细的施工安装图. 门窗定位:除注明尺寸和紧靠柱边.墙面设置者外,门窗均使用年限为五十年,屋面防水等级为四级外墙贴 厚苯板保温 中的防水材料改为DJ811.1-1%%p0.000606二.建筑位置及设计标高建筑物耐火等级为二级,建筑物火灾危险性为戊类.同设计及施工单位协商后,再进行加工.安装.建筑位置详见建施 总平面布置图.空心率不小于 的矿渣空心砖,注:屋面作法房间名称4.部位三.墙体.门窗构造.填充墙采用 本设计总建筑面积:本工程为框架结构,2.3.1.2.1.3.5.4.2.50楼面SBSDJ811.1地面D1948L10对应的绝对高程为50%(M )2内墙面保温层改为 厚苯板.墙裙居轴线中设置.12T380DJ811.1混合砂浆砌筑.M5立面粉饰见审批效果图顶棚14Q6DJ811.1屋面17P6DJ811.1保证工程质量.7.8.4.6.5.3.2.一.工程概况本工程名称 :1.村新建办公楼五.其它四.材料作法见材料作法表1.建筑设计总说明2%1%屋顶平面图1:200314本跨通长隔墙4126@200楼板24020d次梁.反梁或柱h 20d5050505050b直径同箍筋50a=45%%d(h<=800) a=60%%d(h>800) 4106@250填充墙150h>1/570026@500混凝土柱>1/51700700梁200>1/526@500主筋按梁平面图ooh1明时216L0h>700 60h<=700 45h50100010d>=20d 图一 主次梁或梁上柱处设加密箍筋与吊筋示意216216216L0>=1.2mL0<1.2m时设两排各时设一排挑梁其他作法按 图集03G101-1图二 悬挑梁设弯起筋示意<=300<=300注：除平面图中注明外挑梁均按本图设弯起筋梁或板平面图中未注h1=h120图 八C20过梁长度16@1500285300310%%C砂浆标号不小于132M5<10001201-1mm(洞宽)mmh( )砌墙时逐皮用砂浆分层填实过 梁 表墙厚6@200混凝土强度等级为洞宽+500312310%%C%%C%%C%%C%%C210210210210L0L0000L300180240240120316312314<5008@2006@2006@2006@2006@200812350梁每侧放<200钢套管<2003503502L00L梁腰开洞加固配筋>1504122106@200放射钢筋墙或梁412预留洞口aa-a2003501墙厚313墙厚过梁剖面构造120板底414ah>120注:凡墙上门窗洞低于梁底标高时,设置钢筋混凝土过梁,洞位置祥见建筑图除特殊注明外均采用此表过梁，洞口间墙宽 时按无墙垛计算2500< <30001000< <12001200< <15001500< <20002000< <2500LL焊( )6@1500图三 板上预留洞配筋示意图五 填充墙下楼板钢筋加固2.5m基础1545板30梁 柱：2.251.梁 柱五 钢筋混凝土结构构造I构件主筋混凝土净保护层厚度组(0.15g I )71.2.一 工程概况本工程 相当绝对高程详见建筑图。%%P0.000结构设计总说明本工程按 度 抗震设防烈度设计.场地类别 类.314300203%。10003008@200不得切断500267008@200与负筋搭接长度大于500mm2mm03G101-15%。cba> 4mbac现浇板3.221/51.E屋面上表面设置温度钢筋2504.5.3.4m5m2.2;2;16MnQ235六 填充墙d混凝土女儿墙或挑檐每 设 缝，内填苯板。梁跨度 时,模板应按跨度的 起拱,悬臂构件筋作法按图三。洞口长边或直径大于 小于等于 时按图四。墙高大于 时,于半高处或门高处设圈梁一道,如图七。圈梁主筋锚入柱中。板上隔墙应按建筑图所示位置砌筑，墙下未设梁时在板内加设 钢筋，如图五。填充墙上门窗及设备洞口的过梁 位置见建筑图 过梁配筋按本图。过梁在墙上现浇板按设备管道位置预留孔洞，洞口长边或直径小于或等于 时，洞边钢支承长度度小于 时，其主筋从柱中作出。墙长大于 时,墙顶与梁或板拉结,如图八。12m板内未注明的分布钢筋为 。均应按跨度的 起拱，且起拱高度不少于图按 图集。除注明外悬挑梁设弯起筋按图二。除注明外主次梁相交处设吊筋及箍筋加密按图一。300<=b<=1000400高低标号混凝土分界线梁高 h较高标号混凝土柱宽梁柱混凝土不同标号交接示意h/2h/22404001.2.构造柱如图九。3.埋设套管，以免遗漏。200mm.fak=220pa,,316KN/M七 其它%%p3001406126@20076090 90 -0.4400.000%%p300140-1.200760100本施工图中未表示的孔洞，施工中请与各工种图纸密切配合，认真核对，予先遵照国家现行施工验收规范和有关规程进行施工。柱 梁 基础梁的定位均以结构平面图为准。0.000-0.440-1.200墙长超过层高两倍时,在墙长中部设构造柱，墙拐角及悬墙端部无柱处均设构造柱,50最大冻深B20.7m。2:6.4.5.3.2.1.3.:二 设计依据结构安全等级为二级。设计使用年限 年。结构形式 框架结构.框架抗震等级三级。地面粗糙度类别 类。甲方提供的地质资料。均布活荷载标准值 国家现行结构设计规范。场地土标准冻结深度为0.65KN/M梁板垫层 C30C25C25级钢用 表示 级钢用 表示 HRB335HPB235级钢。柱::2.1.钢 筋混凝土三 材料选用:5.焊 条::4.3.型 钢砌 体四 基础E43xxE50xxHPB235HRB335详建筑图。基础及地梁Q2350.5KN/M不上人屋面楼面MU40M55%2.4.5.3.基础预留管 洞应与有关专业配合施工。该建筑物的地基持力层为粉质粘土物含量不超过 6@200812140300%%p-0.4400.000760-1.2006@200812100工程地质条件:1.丘陵地区型用于焊接 级钢或 级钢。型用于焊接 级钢或 钢。基础周围的回填土应分层夯实 夯实后的干密度不小于 填土内有机基础超挖部分用 毛石 水泥砂浆砌至设计标高 并每边放台基础形式: 柱下独立基础. 基础设计等级:丙级。基本风压 . 基本雪压 。2.0KN/M(fy=300N/MM )(fy=210N/MM )地基承载力特征值:C10 .0.4KN/M0.93m。抗震设防类别丙类。梁柱采用混凝土平面整体表示，表示方法及构造详图四 楼板预留洞口加筋平面示意钢筋绕过洞边200中间层弯起筋平伸 顶层及纯挑梁弯起筋下弯次粱跨度小于 时不设吊筋 平面注明时按平面216222502501AA150250115011501150350250590200160160440且 墙长或至门窗洞边且 墙长或至门窗洞边或至门窗洞边且 墙长图九 构造柱按墙宽位于墙半高处或在门顶部图七 高于4m的填充墙设圈梁按墙宽图六 柱与填充墙设拉筋示意图注:内外墙交接处参照本图 墙方向按建筑图 柱及构造柱与墙交接处.内外墙交接处沿高度每 设 拉结筋.每边伸入墙内不小于墙长的 及 。如图六。1100DJ811.42215-DJ811.420-142DJ811.4DJ811.4105411DJ811.2603701200100190507.20070020050200100507.2007003701200605050701002007007.200606003705050190100200700601800370411DJ811.27.200200501009003.6001111222222221A1A11222222111501525-1.500HC20毛石混凝土200柱基宽200柱基垫层详图基础持力层1001208@1506@20010@150100200163703507.200150606008@150266010@1503703008@1501612010012001507.2001201207006@2001002002408@1503.55016120200100650100100240200100266508@1503.55012--H=100H=120-1不锈钢栏杆楼梯-3-46@2006501001003503550200100010@1501007501251253.55010090010@1506@2001006@2003505-6-7-8@1501507.2001201207006001201002001610@1508@150161201006@200370300608@1501507.20012012070018002401002002612@1508@150161201006@200370300601201508-25010090909090909090909090909090909090909090901002509090100250490100490100250100塑料水舌TSM-36291200300>150