某地区私人住宅建筑结构工程设计CAD图纸

结EDB3160110090001剖面图 1:1004000330033003300M-2M-2M-1C-4卫 生 间C-4卫 生 间M-208@100室外踏步C15混凝土基层 素土夯实 180厚碎砖,石垫层 底层车库部分为原浆抹光 120留DN20洞6501201050灶台,操作台,洗菜池,拖布池大样 11303360120300120120外露面均贴白瓷砖 宽60015060906061012012040018032020060300板厚除特殊标注外均为100梁除特殊标注外均为QLh=120XTL1120120灶台,操作台,洗菜池,拖布池大样 1201203005009015065060留DN20洞宽60060外露面均贴白瓷砖 20012012032018030060120610参L3-50透影住宅楼本工程建筑方案经业主认真审查通过. 1、住宅建筑设计规范GB50096-1999,民用设计通则JGJ37-87。06@200箍筋.八、屋面作1：6水泥炉渣找坡层，铺川大牌防水隔热层。砖混结构.共4层 总高度 米. 人工挖孔灌注桩基础。抗震设防裂度六度.建筑抗震等级三级.六、内装修见《室内装修一览表》;七、外装饰祥各立面图.混凝土强度均为C25 4、该建筑设计合理使用年限为50年。十二、本施工图计量单位：质量公斤，标高米，其余长度均为毫米。九、木门漆亚光聚脂油漆,需要油漆的钢门及楼梯扶手等铁件为丹油打底一道，防锈漆二道，漆为栗壳色。十、门窗制作下料安装前，请认真核对门窗洞口尺寸。请土建施工单位配合水电施工单位安装预埋件。底层地坪做250厚丙种石垫层，50厚碎石找平层，80厚C20混凝土浇灌层。由于地形复杂，部分尺寸可能会有处入，请按实与设计方联系后再作决定.十一、本图如有错.漏,碰及不详之处请与设计人员联系，以便协商解决。未尽事宜按现行有关规范进行施工。三、图中砖砌体为M5.0砂浆MU7.5红砖砌筑。当门窗<1500时采用钢筋砖过梁高300,内设306钢筋伸入 3、建筑地点：文山农资商住区。1014GZZJ1ZJ210221018地梁表DL2DL2DL21201202018DTL1DL2DL1DL3350通长2014通长2022通长通长2014350650450通长起弯通长5400地梁HABB850CD11005110120015400E4890D20181018201220202018通长2022梁端 段2022通长通长通长通长1/56@100通长1012通长1/5梁端 段1022通长10186868(6)@200DL*H250梁两端头 段C1/4BA8（6）@100加密为G桩位形心和柱形心重合.入桩不小于6,本图尺寸单位:标高(M),其余均为(MM). 3,浇灌的混凝土应有足够的和易性, 坍落度不低于80, 当 孔中有集水时, 应将集水抽干, 若抽不干, 应采用浇注 4,本设计尺寸暂定图示, 待桩孔开挖后视地质情况, 根据 管进行水下浇灌. 混凝土在钢管内的停留时间不得超过 2 小时, 若量大, 超过2 小时, 应加缓凝剂. 柱插筋同上部配筋5,桩身混凝土等级为C20,以上为C25 注意：桩位形心线和建筑轴线不是同一条线， 要求再作相应变更. 且1000TB7TB6梯段高形式断面梯板TB1TB3TB2TB5TB4H步数透影入桩不小于ZJ1DL2E2未注地梁顶标高为基础平面C1D0.000DL14760DTL1F1000G08@200800ZJ2120 0.000 DL2DL1DL3DL3GZ1220DL2ZJ2200GZZJ21050800ZJ2EF8014200800150100020008@20010001502508002508014加密环箍50001500(暂定)6000250-0.6501000护壁大样37加密环箍1500(暂定)60005000GZ-0.650100050DL1DL3DL1GZ130DL2GZ50泄水孔ZJ15050软土层用10002404 126@200240 基础结构施工说明 桩底应深入 风化泥灰岩1500(桩端承载力应达3500KN/M).2,护壁定位: 采用混凝土护壁, 其外径>桩径1,本工程采用人工挖孔灌注桩基础,(护壁加筋图中)用于不利区段2100@200 250接桩短柱-0.700 @2500.000L0.25TL-1As2TL-1As28004 186@100350350年 月200450.25%%c6@200L文山农资商住区施工图设计卢宅五，四、门窗详见门窗表.支座250， 5、二、设计概况：一、设计依据：： 、2建设项日 1 、AAAAXTL21650L长度a踏面宽165177.72177.72Lb踢面高177.721651L2L3梯板厚h净宽梯井As4As2As1As3As52C1CB800A26060虚线示砖墙与柱咬碴 C1H=步数XbCL1LAs1楼梯结构表L225d25dAs5H=透影步数XaLhAs2C2As1Ah0.25LhAs4TL-11L25dAs3hDLL225dAs1hL1C1LCAs1BL2240hTL-1As26024010006060100025dAs3%%c6@20025dAs4h6024044@200虚线示砖墙与柱咬碴 60@50060100060604460601000@200240100060@5003%%c14TL-1As21-1%%c6@200C20本大样图结合楼梯平面图楼梯板钢筋须锚入支座内As1L3As525d25dTL-1H2.3.楼梯柱均落在地梁上楼梯混凝土等级1.说明未注分布钢筋均为As2hL0.25TL-1TL-3TL-22200L梯梁bxh200*350b1680035d35d., 钢筋锚入地梁内.,,共同使用54002810ChAsk%%c6@200L1As23%%c16As1D1/C23004890As2TL-1详见楼梯平面图H(标高)4444GZ,QL交接@200@200360360@200Ask1F600E2、图中K8表示@20076K8 6@150层结构平面图 3.9001240X500750K8 3903240X500L2L11@15075030043K6 1240X500240X500476021:6053K6 2240X500240X500总重403938373635858510008584085340600858512508510901170@200@130@200676@2001420@150@1503936242416117067614203510976521060162243408021360板顶降250板顶降503、图中K10表示0@2004121.43.98.33.613.48.4:-250:-50@180192412K8 22@150150X350200X500240X350990150X350240X350L6L38@1302000L71200K8 34018K8 44017K8 4201615K8 35014K6 13K6 1210150X350200X350150X350L41719K8 7@130271000K8 9K8 34333231302928@13065020K6 1126252423222120L5K8 49026K8 40025K6 21240X500L135K8 74023K8 640240X500@1501090106031@150400TL-130K8 13002925K8 47028K6 2724240X500200X35018171615141312100032@1301000240X4501110987654397761136163616@20023762300@20085851000851060489035408585140085851300854701170@100@1004966@1803616@1301570@1501470@200@200854908585400857408585650856402120@200570@200@200@200820@200@2002196@150142566237649492038861211704966361615701470573307109999320137408125608820882061818121162457082021964410102602296811820902056105270435408534085440854208585120085853509201220@200@200@2001370@200520@200996@2001296@2008585100021085990359035408585200085857502500858510501170@1301285@1303690@2003640@2002170@130920@2002576@1501220@15061265561113705209961296381088204110685026005976142562228181854243232117012853690364021709202576122025740359806642065520117180220808243239040L1240X500240X500240X500K8 3403833240X500L2381@150250100036@100@100XTL238K6 3734240X500321编号240X500-0.300一层平面图330047604760173011:1007302最短长度楼板钢筋表853907704760钢筋简图@200846@2004836@200规格322419根数8464836最长长度203202030491884总长度二层平面图1908803000476047601:10028809008.8说明:1、图中K6表示@2003.222.628.122.030.55.03.53.53501.74.05.14.73.62.211.708@100AXTL31120700A08@1001.53.51.62.71.01.33.2A70050010.214.226.225.946.28.718.315.4A1400XTL2@200XTL1140024006@1003502012AA1803020240AA201208@10050020163025AA5008.04.520.4重量A08@100A@200240三层平面图1908803000476047601:100288008@10050020162012240402522四层平面图1130004760476047604760908808801:100铺贴防滑耐磨地板砖300X300楼 地 面铺贴小方块铺贴仿大1800 当门窗洞口>1500时采用钢筋砼过梁.规格240X300，内配住宅部分所有卫生间板面下沉 ;窗下墙高度除卫生间为 外，其余均为 。 建筑耐火等级二级，建筑消防按GBJ16-87设计。50250伸入墙支座250..900楼梯踏步客厅4012卧室阳台卫生间楼梯间房间名称商 店理石或仿花耐磨地板砖500X500岗岩地全瓷水磨石耐磨地板砖400X400建筑设计说明室内装修贴成品踢脚50#砂浆粉刷米黄色丙烯贴高级拼花贴高级拼花刷素水泥浆白瓷砖高1800150X200瓷砖楼梯踏步砖面酸乳液内墙高1200乳胶漆50#砂浆粉刷面刮双飞粉 瓷砖面刮双飞粉 BC高150DE踢 脚 线室内装修一览表墙 裙 墙 面顶 棚1201203300240980901201201540051101/CM-A54001201201220B 0.000 C700*1500门洞211001200909090M-21200120489019090120M-1a2DM-AFE1/C9090 3.900 2700905400800C-390901200168002910M-212201/BB12012016800C卧 室902200C-29012090901206004890C-3M-1DFE88030008801205110511090M-128008009090卧 室C-329102600412客 厅1/B2800B8001/B2800B80016800C260016800C2600餐 厅M-26060606012002300C-4C-490906012012206004890厨 房C-312060DDF600E4890F600E4890C-3卧 室90M-1909012客厅上空4铁爬梯M-16060C-4M-2C-46060C-3卧 室12209090606012088030008803000880880外立面参规划要求及 编 号(mm)洞口尺寸1000化粪池1:600@1301000 7.20012800800BA3层结构平面图4760h=12050@120100041@1502@17023707070720701000盖板7070平面10003003007070化粪池75008@20008@200100250楼板钢筋表21240X50016800K6 180X3500@100115026001/B2810C9400K6 10860@1002300L1240X5007@130h=120800110@10040011509参L3180X35011K6 15@130240X50012204904702300D1/CK8 19K8 14K8 1248900@100201210240X500180X3501313141614L961418K8 4601811200X4009111570707208总重105222110520851908@20030008@20008@200@200@1300@100@20030010511504290122049008@2001360439012K6 17K6 1285181716158514851385121211108591058761055@200@200@200@200@200@200@20046023003570470858008540023763646970570@200@2000@1000@100@130@1300@10012001250105155010511504210482010523001276132617401360431049202510600FE8h=1208@130屋顶平面图11:1002钢筋简图81054105321编号0@1200@130@150@170规格10510001051000360048201210121037004920最短长度现浇钢筋混凝土板卫生间地面做法1800高墙砖贴耐磨防滑池板砖1：2水泥砂浆厚20（掺1川大牌二布六油防水层C15混凝土厚180%防水剂）找平100006@20008@20008@2005136037439013186800162430210731323008@1008342.764.113.05.212623761212364636189703657088201425615672437522646017460205204812761213268417402081360374310654920482510612481591214616028288015947031980012048008@2003.53.23.59.710.46.98.113.63.590.1174.462.9126.274.308@2003007011609014014003001403007008@20008@20008@20008@20030008@200300300化粪池1000720剖面7070图集代号401210561210323700214920根数最长长度4840067760118400103320总长度29.841.846.740.8重量700300018003300700900窗M-1C-4C-3C-2门别M-AM-2M-1宽设计编号60021001800261330020002000高244量7070编 号备 注 10.5000@130132800B800A4760层结构平面图0@1004100010001000@1502@17011:602总重1052131052010519181716105151051410513121051000@2001210121010516200@12010511500@1204290@1504820@1503570@20010515500@120105800@200105400@2001200@20018301830136013604390439049204920364636461760176010101010610610127612760@1201000484048831.9140480142680732004097920723229218766704004060606732012306242445.160.455.456.34.943.42.42.96.8500 13.8001BA280080071:60470层结构平面图47608100050@1204@1706K8 27最长长度85853507K6 180X35016800XTL3109K8 350180X350726001/BC180X35040@1003501000K8 4108K6 6K6 51500L11115K8 700K8 40010200X350D85110184890K8 460K8 80015K8 1420787L10420K6 13K6 12200X350L9190@10011902119K8 44019K6 17K6 16150X350@130240@10011504002317K6 22钢筋简图10531110510910581057651054671021编号总重10526251260126010510500@1201250@20010514500@1204820@16010514700@12010510000@1203600@1704820@20010521000@12013261326166016604920492016801680121012103700370049204920231023103855@1504820@170规格10511500@1004290@1303955395549204920最长长度最短长度楼板钢筋表136013604390439010007248523221052185208519851817161200188515851413121185108598584820@13010515500@1003570@20011900@100190460@200440@20085400@2001200@2001250@200492049201740174036463646735735570570127612761326132685800@200420@2001000@2004820@2004110@20085700@2008513500@100410@200@200970970107610764896489641864186870870152015205205202 126@2000@10026F600E2612201150@13025大于1800门窗洞口处为2 12 QL墙厚3002 16 QL1墙厚3502 126@2002 12钢筋简图26651054105321编号楼板钢筋表2600@2001030@20010510000@10010510000@1303600@1504820@170规格267626761106110612101210121012103700370049204920最短长度GZ(180)6@2004 14240(180)240429018150X350110@120105016800511099.41612801281180801036001848007956666400402467200406413053288856018801.840.946.641.439.540.934.9113.92531201131601822401624306423总长度根数1343799.944.7重量580112.464.11/B2600C3162360626402187621073132303062433366134410618684012247956664.138.64.913.01.75.22.76.81.81746013015258242448020930152002740022880181924558700101040446.95.15.75.44.63.49.410.89.0D10348900@12015K8 40013@150210010@1202@170200X400438553400105090@120102@160L9171150400K8 80014K6 12K6 150X350@1501512K6 16385531200130@1201150133803760410406067760118400103320总长度53486563221根数3.08.364.241.846.740.8重量FE5006001947011500@12020@150192800500B800AC26001/B47601680051104890D1:100正立面图 1476023900330033003300F600E门 窗 表类B右侧立面图 数采用标准图集1:100E183.33*3=550剖面图 €0.0002540E177.27*13=2305177.27*9=1595250*8=2000599012001-11200TB2TB3 7.200 3.900 10.500TB5TB4240*21=50401:10012008210TB1980B2500177.27*22=3900950240*2=480TB6TB7165*10=1650165*10=1650183.33*15=2750 13.80033003300330039002-294012201 €0.000250*13=3250TB2940240*12=28801:1003540剖面图 2TB3 7.200 3.9001220 10.50012201200260*9=2340TB5TB41200260*9=2340背立面图 21:1001 13.800透影住宅楼本工程建筑方案经业主认真审查通过. 1、住宅建筑设计规范GB50096-1999,民用设计通则JGJ37-87。06@200箍筋.八、屋面作1：6水泥炉渣找坡层，铺川大牌防水隔热层。砖混结构.共3层 总高度11.4米. 人工挖孔灌注桩基础。抗震设防裂度六度.建筑抗震等级三级.六、内装修见《室内装修一览表》;七、外装饰祥各立面图.混凝土强度均为C25 4、该建筑设计合理使用年限为50年。十二、本施工图计量单位：质量公斤，标高米，其余长度均为毫米。九、木门漆亚光聚脂油漆,需要油漆的钢门及楼梯扶手等铁件为丹油打底一道，防锈漆二道，漆为栗壳色。十、门窗制作下料安装前，请认真核对门窗洞口尺寸。请土建施工单位配合水电施工单位安装预埋件。底层地坪做250厚丙种石垫层，50厚碎石找平层，80厚C20混凝土浇灌层。由于地形复杂，部分尺寸可能会有处入，请按实与设计方联系后再作决定.十一、本图如有错.漏,碰及不详之处请与设计人员联系，以便协商解决。未尽事宜按现行有关规范进行施工。三、图中砖砌体为M5.0砂浆MU7.5红砖砌筑。当门窗<1500时采用钢筋砖过梁高300,内设306钢筋伸入 3、建筑地点：砚山。地梁表DL2DL1DL3350通长600700地梁HABD2012通长1012868(6)@200DL*H300梁两端头 段C1/4BA8（6）@100加密为G桩位形心和柱形心重合.入桩不小于6,本图尺寸单位:标高(M),其余均为(MM). 3,浇灌的混凝土应有足够的和易性, 坍落度不低于80, 当 孔中有集水时, 应将集水抽干, 若抽不干, 应采用浇注 4,本设计尺寸暂定图示, 待桩孔开挖后视地质情况, 根据 管进行水下浇灌. 混凝土在钢管内的停留时间不得超过 2 小时, 若量大, 超过2 小时, 应加缓凝剂. 柱插筋同上部配筋5,桩身混凝土等级为C20,以上为C25 注意：桩位形心线和建筑轴线不是同一条线， 要求再作相应变更. 且1000梯段高形式断面梯板TB1TB3TB2H步数透影入桩不小于ZJ1E未注地梁顶标高为基础平面CD0.000F1000G08@200800200EF80142008001501000200加密环箍3000(暂定)-0.7001000护壁大样37GZ5050泄水孔5050软土层用10002404 146@200240 基础结构施工说明 桩底应深入 风化泥灰岩1500(桩端承载力应达3500KN/M).2,护壁定位: 采用混凝土护壁, 其外径>桩径1,本工程采用人工挖孔灌注桩基础,(护壁加筋图中)用于不利区段2100@200 250接桩短柱-0.700 @2500.000L0.25TL-1As2TL-1As28004 186@1003503500.25%%c6@200L私宅五，四、门窗详见门窗表.支座250， 5、二、设计概况：一、设计依据：： 、2建设项日 1 、0L长度a踏面宽Lb踢面高1L2L3梯板厚h净宽梯井As4As2As1As3As52C1C26060虚线示砖墙与柱咬碴 C1H=步数XbCL1LAs1楼梯结构表L225d25dAs5H=透影步数XaLhAs2C2As1Ah0.25LhAs4TL-11L25dAs3hDLL225dAs1hL1C1LCAs1BL2240hTL-1As26024010006060100025dAs3%%c6@20025dAs4h6024044@200虚线示砖墙与柱咬碴 60@50060100060604460601000@200240100060@5003%%c14TL-1As21-1%%c6@200C20本大样图结合楼梯平面图楼梯板钢筋须锚入支座内As1L3As525d25dTL-1H2.3.楼梯柱均落在地梁上楼梯混凝土等级1.说明未注分布钢筋均为As2hL0.25TL-1TL-3TL-22200L梯梁bxh200*350b35d35d., 钢筋锚入地梁内.,,共同使用hAsk%%c6@200L1As23%%c16As1As2TL-1详见楼梯平面图H(标高)4444GZ,QL交接@200@200360360@200Ask1铺贴防滑耐磨地板砖300X300楼 地 面铺贴小方块铺贴仿大1800 当门窗洞口>1500时采用钢筋砼过梁.规格240X300，内配住宅部分所有卫生间板面下沉 ;窗下墙高度除卫生间为 外，其余均为 。 建筑耐火等级二级，建筑消防按GBJ16-87设计。50250伸入墙支座250..900楼梯踏步客厅4012卧室阳台卫生间楼梯间房间名称商 店理石或仿花耐磨地板砖500X500岗岩地全瓷水磨石耐磨地板砖400X400建筑设计说明室内装修贴成品踢脚50#砂浆粉刷米黄色丙烯贴高级拼花贴高级拼花刷素水泥浆白瓷砖高1800150X200瓷砖楼梯踏步砖面酸乳液内墙高1200乳胶漆50#砂浆粉刷面刮双飞粉 瓷砖面刮双飞粉 高150踢 脚 线室内装修一览表墙 裙 墙 面顶 棚1000化粪池707070720701000盖板7070平面10003003007070化粪池75008@20008@200707072008@20030008@20008@20030008@200100006@20008@20008@20008@10008@20008@2003007011609014014003001403007008@20008@20008@20008@20030008@200300300化粪池1000720剖面7070707010202020通长通长梁端 段2020通长通长1/58DL41014通长133802338036760A500B4000C5000D4260E900F146601%%1308@1002%%1308@10031420%%13010@1204%%13010@12052680%%13010@10056%%1306@2007%%1306@2008%%1308@20092440%%13010@15010%%1308@200111180%%1308@20012%%1308@15013%%1308@150142440%%13010@15015%%13010@150164701220%%13010@150617%%1306@20018%%1308@200191120%%1308@200620%%1306@200101421%%1308@20022%%1306@16023%%1306@20024%%1308@200252320%%13010@15026750%%1308@20027670440%%1308@20028%%1308@15029%%1308@15030%%13010@150311160900%%13010@15032%%1306@20033%%1306@20034400%%1308@20035%%1308@20036400%%1308@100说明:1100500层结构平面图1:6023004460楼板钢筋表编号钢筋简图规格最短长度最长长度根数总长度重量1%%1308@10056605760576049282240111.42%%1308@10050005100510057290700114.73%%13010@120142010522517501750427350045.34%%13010@120137010510515801580426636040.95%%13010@10026801051052890289079228310140.86%%1306@200220022762276235234811.67%%1306@20013001376137611151363.48%%1308@2004508585620620743401.79%%13010@15024401051052650265092385014.710%%1308@200420858559059017100304.011%%1308@200118085851350135011148505.912%%1308@1504560466046603013980055.213%%1308@1504500460046003013800054.514%%13010@1502440858526102610215481033.815%%13010@150125010510514601460273942024.316%%13010@150169010510519001900305700035.117%%1306@20020002076207611228365.118%%1308@20062085857907901079003.119%%1308@200112085851290129011141905.620%%1306@20012001276127611140363.121%%1308@2003908585560560633601.322%%1306@160230023762376276415214.223%%1306@200429043664366114806410.724%%1308@200700858587087021182707.225%%13010@150232010510525302530297337045.226%%1308@2007508517010051005660302.427%%1308@200111085851280128012153606.128%%1308@1504460456045602812768050.429%%1308@1504260436043603013080051.630%%13010@150119010510514001400283920024.231%%13010@15020608510522502250235175031.932%%1306@2003380345634565172803.833%%1306@20090097697617165923.734%%1308@20040085170655655532751.335%%1308@2003508585520520526001.036%%1308@1004008517065565534222708.8总重9781A500B4000C5000D95001%%1308@2002%%