某板式普通办公楼全套建筑设计施工图

0.51.1.1.51.59.14.1-1DL-1本工程结构的基础设计为二级。结构安全等级50为限年年计设用使工程概况：一、 本工程为砖混结构，地上二层。9X167=1500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：160043003001501508X218=174470040013551:25 TB-1TB-21:25 3%%1311435014TL-1250%%1308@2004%%1308@20023%%1308@200100%%1306@2103%%1308@200%%1308@200TL-12501011058%%1308@200101009X167=150016555950238010801190160860190907802280870%%1308%%1306%%1308%%13085551026701140115010809216473063023402900322801609009084011025709809090280450550234023402200%%1308%%1308%%1308%%1308%%1306%%1308%%1308%%13114%%13114532252242531714241100200300%%1308102134568711101213914121:25 2%%13114TL-12501002%%1306@2105%%1308@2004504858X218=17449X167=1500%%1308@2007725011051350长度根数楼梯钢筋表钢筋简图规格重量TB-2编号TL-1TB-11.470-0.0309X167=1500 40001:50 131-126.53°6.270%%1306@20025010066%%1308@200TL-1凸梁及屋脊XL-8774%%131258.0702%%131182504%%13116%%1308@100300XL-7250%%1308@100C2%%130122%%130122%%13014%%1308@400800272827273%%13120102%%13012126502200120650120DXL-3250XL-2250XL-6250XL-16.2704%%13125%%1308@4002%%13012%%1308@4002%%130122%%13012%%1308@400%%1308@4002%%130128.070%%1308@2005008%%1308@50%%1308@100%%1308@100%%1308@100)4(4)45003%%131224332501250113%%13122500500250(2243%%131226126104002.9706.2702.970%%1308@1504003%%131202%%131162%%1308@1502%%130122%%13012%%1306@20036004%%1312232%%13125400%%1306@2002%%130122%%130124%%13125%%1308@15040060066552%%131163%%13122500%%1308@1006.270%%1308@1502%%131163%%131189009309309006.77011111251251255)3(22()22%%13120322%%131201%%131202%%131201%%131203125125611324150530001505442354312012043000XL-43312250032231211150150325001252125D2%%131252%%13116%%1306@2002563250B2505XL-5273043006114%%13116@508%%130105354%%13116122506.870120125%%13112@150%%13112@15030.00°%%1308@1002100100A1202504%%131124%%131145006.2704%%131124%%13114B250120160150010010036.2701201205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为说明:%%c钢筋.板中分布筋12C25%%c8@200混凝土,,材料%%c级,为%%1308@2007.750%%1308@200%%13112@100713240002500300054190006250030004000夹层坡屋顶板结构平面%%13112@1504%%C12240%%C6@2004%%C128.07%%c6@2001001001202505001142356720.36°1500120000336XL-7XL-7XL-71200800XL-837%%c10L=25002016%%1308@15021003100%%1308@150%%13010@1804%%1308@1005%%1308@1501400AB7101000%%1308@1001050514007101%%1308@150218%%13112@1001610181000F8500C2200ED10001800%%1308@130850%%1308@150%%1308@1001000100061710%%1308@15017151680080023%%1308@180750750%%1308@150911850%%1308@150%%1308@1508502085021%%1308@15013850850%%13010@1804512176211423321467755%%1308@1005513850%%1308@150XL-77%%c10L=2500%%1308@150%%13112@150%%1308@200%%1308@1006.2701001005004F1202504%%131124%%13114L=25007%%c107%%c10L=2500%%1308@100%%1308@200241为,级%%c材料,,混凝土%%c6@250C2521.板中分布筋钢筋%%c说明:为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4.5பைடு நூலகம்3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级32.97010002.9704%%13112%%13012@1302%%1311425014004%%13114120150%%1306@250%%1306@2004%%13114一层顶板结构平面2.9704%%13012250120%%1306@2006.2704%%130122.970二层顶板结构平面%%c6@200240%%C6@2004%%C12120120120250E10002418%%1308@150%%1308@20010002XL-2XL-2D1150115085041613%%13010@13011%%1308@1501240101150%%13012@150D2000C8300141718525%%13010@130h=120XL-1XL-473AB134000300025006190004541251150151500%%13012@13062%%1308@1301105031150300025004000BA140023134%%13012@1502300210072.9702%%13010@1501000%%1308@130C111023%%1308@1501000900XL-6XL-22200100085001000%%1308@150%%13012@15051410001000827%%1308@150%%1308@180350100092476%%1308@18013%%1308@1005005003328305130850%%1308@130XL-282XL-495XL-34XL-6XL-37210014007%%c12L=2500%%13112@1509L=25007%%c12%%1308@15019000%%1308@1503500%%13112@100175026100023%%1308@1502426%%1308@1508502524850%%1308@150800341110%%1308@1509%%13112@150%%1308@150810%%13010@130100025003000400040006101011785102500400040007800300030009161500750750%%1308@1507XL-5XL-6XL-5F238%%1308@15085024178508509%%13010@15023850256008%%1308@15089007%%1308@15061800E650F%%1308@150741%%1308@15034311500750918007L=25007%%c12%%1308@150%%1308@150%%1308@150385033242020%%1308@1501%%1308@15020%%1308@150%%1308@13085031L=25007%%c124机制砖4%%C12240X240九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：五四MU10混合沙浆，M5.0夹层、钢筋保护层最小厚度：2）、楼屋盖板、阳台板、楼梯板为１５ＭＭ。１）、基础为３５ＭＭ。GZ4%%C14主筋=240X240%%C6@200荷载，及雪压荷载，不得改变结构的用途和使用环境。KN/M22.0,1楼梯：,,断面500,2.0KN/M2双肢箍其它房间：柱为30ＭＭ。3：屋面2：：１2.0卫生间：KN/M活荷载取值：主筋下部伸入地梁上,,1GZ图中未标明的混凝土柱为六未经技术鉴定或设计许可，无上人活荷载2部伸入顶层顶板水平长度不小于3）、上部结构梁为２５ＭＭ，,,每边伸入,且沿墙设水平拉结筋技术规范严格执行。2%%c6@500.%%C6@200,1000.墙内不小于十构造柱与墙的连接处要砌成马牙槎，本说明未尽事项，均遵照现行有关施工及验收：::[2]本工程土方采用大开挖，以下地基处理方案仅供参考：二、b混凝土:混凝土均为C25+-0.00::砖砌体：c机制砖混合沙浆，MU10机制砖MU101~2:层:M7.5以下M10水泥沙浆，%%C材料a：钢筋：HRB335%%C）表示）（20MnSIHPB235表示（Q235基槽开挖后，须通知设计单位验槽。地基处后灰土承载力不小于160KPa。探深2.5米,本工程基础图待甲方提供地质资料和验槽后基础再做修改，无工程地质报告，本工程2: 1灰土按换土基坑尺寸整体换垫，施工质量控制等级为B级。为丙类。抗震设防烈度为八度，场地类别为三类，。等级为丙级。地基及基础三抗震设防类别米,米1.500-3.400米以上换土,-1.900米0.96>300分层夯实<包括灰土压缩系数为换土宽度按四周边墙基础外沿向外延伸基坑挖至:[1]本工程基础埋深1.5,米,,探孔梅花布置做好钎探记录，文化层-3.40,墓井,地道序施工。等异常地质情况米处进行地基钎探，[3]:基坑挖止换土底标高进行下一道如发现孔距1.00合理处理后方可基坑放坡根据实际土质情况按规范要求处理，《有圈梁和过梁者除外》，《钢筋混凝土过梁》，筋网片%%c6@200上下双层双向钢所有XL和砖砌体支座部位设钢筋砼梁垫，尺寸240x500x墙宽，5、１、门窗过梁选取用９３Ｇ３２２门窗洞口均采用钢筋混凝土过梁和砼柱与重承墙Ｍ隔每高墙沿应墙体砌隔００５的４砌后承非重%%c钢６3置配Ｍ筋0,3%%C8主筋墙宽,内墙入边每伸Ｍ。不应小于100Ｍ地沟角钢刷红丹两道,主筋在支座伸入砌体长度不小于500，做过梁L7575，结拉水断面.厚20采用晋、,,图中涂深色部分，为地沟地沟穿墙采用钢筋砖过梁七:八泥砂1:2.5浆抹拉接钢筋应予埋，97N901图集第30页SG-6240X在拐角处采用角钢构造措施：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。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。ＧＬＡ型，荷载等级为２级。445522.34°15001400-0.02014001:2.5设于标高墙身大样1:306007601202509001206000250400030002500300025040001950025002501800110075065012006501100400075015007507501100650120065015001100250400019500180011001100110040001950040001950040001950018001400900012025025025012012012012025012025010002200210018002502501202502501800120120120100025012022002100140025010009000120400045045085501900019500900014001400900014009000250120120250250120250250110018001000775540250072520..130垛均为1100400025066066054030001800注中未明之4.2. 1.图凡775100011002500725注明:30001800二层平面图1:100图中阳台.卫生间.厨房均比所在楼面低 构造柱设置详结施图门18002504000250屋顶平面图1:100250250400019500110002501000180021002200120卧室120120120下卧室120卫生间120120厨房120120120750120客厅120120120120250120120厨房120120120客厅120卫生间120120120下120120120120750120120120上人孔25025025003000300025001100650120065075015007507501500750650120065011001800110040001800卧室卧室285042502502502850425011000400025025040002.60080030008550855030001600300085504504501800180045045010005300I-I剖面图1:100450西立面图1:1008500-0.450%%p0.000-0.450%%p0.000厚%%p0.0001.000处-0.06水泥砂浆掺3%防水粉20240130250120厚20-0.45098J9宽1000MM1:2.5设于标高105098J83.000均分8步%%p0.000均分8步150015006000-0.450%%p0.000-0.4501600400100018001800330070035016004001000330014501800700平瓦屋面330018003.0006.300北立面图1:1003.0006.3006.3003.0005002401301004.0005.600下120120120120120二层平面图1:50220092012012025012092030.00°1201201007x250=175098012012010303.0006.30025040003000250030002504000195002500100010001800110077554052512001100130为均垛20..25025004000660660540180012001100775525未之注明门凡图 1.中4.2.注明:3000250030001800一层平面图1:100图中卫生间.厨房均比所在楼面低 构造柱设置详结施图.1.注明:夹层平面图1:100图中未注明之门洞宽700. 高至梁底 .其门垛均为130120250卧室卫生间120厨房1201201000120120120厨房120卫生间120120120120250120120120卧室250120120客厅120250120120上120客厅120250上1201201202501201201207507502501000220021001400900025018001000卧室卧室12012025012012012050012012012012086012012050012012050012012025014002850425090001201201201205001201201201201202501201206006001201205001201500120120500120120120120120500120250140075021001450120860120120900028001207007001204000南立面图1:1003.0006.300%%p0.00016001000700100016004003300300018001800平瓦屋面30098J9水泥沙浆面1507.750-0.45030012010301209807x250=1750上120120120120一层平面图1:50120220012010409201202506.300%%p0.0003.000-0.4501800350145070030001000100040016004504503300855016001900010010012012010002.980700600600120120120120120120120750卫生间、厨房详图1：507501201301201000180018001301201201202500300025003000砖柱240x240x500平瓦屋面砖柱240x240x5005000600010020.63°2401000MM250宽-0.45098J91.000%%p0.000踢脚高120-0.06处水泥砂浆掺防水粉3%1201301005002404.0005.600暖气嵌墙深1301.8002.6003.000130%%p0.0002501206.3006.3001201203.0002.6005.600踢脚高12033210033250120120250250120250120120250基础平面结构说明7190004250032140003000400025006530001111BA1400111122223%%13114-0.0503%%13114250%%1308@1503003606060601202402404%%c12%%C6@200250120435155543516851206306301203750375022915250665785665120-1.6000.0001180-1.90045045033012012033030060606060606060606060120601206012060120606060120120950950830830-1.900-1.600300900DL-1DL-112012012012012012012012012012012025012012012012012025012012012012012012012025012012012012011411444433344344DEF100018004434441313443222C850034222200332%%C6@2004%%c12606060120603606%%c12%%C6@200%%C6@2006%%c120.00010601060 0.00060606060606060606060606060940 0.000300-1.900-1.600300540-1.900-1.600601206012060120120601206012060300660-1.900-1.60012037024067022.34°1506708607508606706703703708608604250630860中国专业人士的网络家园；因为专业，所以完美市场部：ivpmarket@ 技术部：ivptech@网易 NetEase电气在线 编辑部：ivpinfo@==中国专业人士的网络家园；因为专业，所以完美市场部：ivpmarket@ 技术部：ivptech@网易电气在线电气设计信息网 编辑部：ivpinfo@==中国专业人士的网络家园；因为专业，所以完美市场部：ivpmarket@ 技术部：ivptech@网易土木在线电气设计信息网 编辑部：ivpinfo@==中国电气行业网络家园；因为专业，所以完美市场部：ivpmarket@ 技术部：ivptech@网易 NETEASE 网易－电气 编辑部：ivpinfo@==中国电气行业网络家园；因为专业，所以完美市场部：ivpmarket@ 技术部：ivptech@网易 NETEASE 网易－电气 编辑部：ivpinfo@==编辑部：ivpinfo@本图纸由浩辰ICAD软件提供技术支持网易 电气 中国电气行业网络家园；因为专业，所以完美网易 NETEASE ==编辑部：ivpinfo@本图纸由浩辰ICAD软件提供技术支持中国建筑行业网络家园；因为专业，所以完美网易 建筑 网易 NETEASE ==