框架住宅楼全套结构cad建筑设计施工图纸

活动室活动室活动室地下室平面图一层平面图1:1001:100活动室坡道做法四层平面图露台书房1:100露台书房地下室屋顶层平面图天面1:100二层平面图厨房大厅厨房卧室卧室1:100卧室卧室大厅露台三层平面图大厅卧室厨房1:100大厅卧室露台地下室门 窗 表类别塑钢门7001200900M3M2M1821002100240022688ZJ601镶板门JM705-3030编 号宽洞口尺寸高标 准 图 集图 集 号编 号备 注樘 数卷闸门JM1300030004TLC1TLC2TLC3TLC4窗9001200120015001500150024001500M25-08241422217参见98ZJ721118-12118-12118-12118-12100系列铝合金推拉窗，带纱窗。88ZJ601防盗门，甲方定制参见98ZJ721参见98ZJ721参见98ZJ721100系列铝合金推拉窗，带纱窗。100系列铝合金推拉窗，带纱窗。100系列铝合金推拉窗，带纱窗。123456654321A1/ABC1/31/AABC211/35436ABC215436详见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厕所隔断详图TLC3TLC3TLC356342132151/346ABCACBTLC3TLC4TLC4TLC3TLC1TLC1TLC1TLC1TLC1TLC1TLC1TLC1TLC1TLC1M2M2M2M2M2M2M2M2TLC3TLC3M2M2M1M1M2M2M2M2M2M2M2M2M1M111100252005000500050001300150013005000500010002350130050001009001500100130024002400130046502400500013001001300240010012001200135018008501000350900120050501450130050009006006009001000500010001300240050001800250025001000100090060060090010003501000850300300400400100900150010046502400130024001001200120013509001200111005050145010025200456321312546厨房CBAABC烟气道做法详见桂01602详见桂01602烟气道做法详见桂01602烟气道做法32098ZJ201女儿墙檐口大样雨水口雨水口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详见桂01602烟气道做法女儿墙檐口大样98ZJ201203女儿墙上部加铁栏杆至1.5m高处山墙上部做压顶ABCCBA433410010012005850385011100100100500060060010060010060040030040030052005000111003850585012001001005200风包石褐红色涂料1黄色琉璃瓦8.3007.70066.6505.0004.7001.200-2.600-3.800+0.000白色涂料黄色琉璃瓦9.65012.80014.720褐红色涂料黄色琉璃瓦白色涂料黄色琉璃瓦67.700风包石9.6506.6504.700-2.6001.200114.72012.800+0.0003.8008.300-3.800200TLC5300018001参见98ZJ721118-12100系列铝合金推拉窗，带纱窗。11+0.0003.8009.8006.800C1.9005.3008.30098ZJ401楼梯栏杆、扶手、踏步-1.7276.8009.800栏杆间距〈110mmA3.80014.720+0.000-3.800C风包石+0.000-3.8001.200-2.600A黄色琉璃瓦黄色琉璃瓦黄色琉璃瓦褐红色涂料白色涂料4.7003.8008.1506.6509.65011.15014.720+0.000-3.8001.200-2.6004.7003.8008.1506.6509.65011.15014.720褐红色涂料C风包石黄色琉璃瓦白色涂料A黄色琉璃瓦黄色琉璃瓦二、室内相对标高%%P0.000米相当于绝对标高现场定。三、除标注墙体外，内、外墙为200厚（四）卫生间楼面做法：素水泥浆结合层一遍80或100厚C10混凝土25厚1：4干硬性水泥砂浆，面上撒素水泥素土夯实（三）内墙做法五、砌体的强度等级见结构设计说明四、本图尺寸单位除标高为米外，其它均为毫米（一）屋面做法：两道PVC防水卷材，共4厚20厚1:2.5水泥砂浆找平层刷基层处理剂一道钢筋混凝土屋面板表面清扫干净建筑构造用料做法 （98ZJ001）六、以下建筑装修表格中，未注明图集名称者，均用中南地区通用建筑标准设计（二）地面做法：15厚1：2水泥砂浆找平刷基层处理剂一遍25厚1：4干硬性水泥砂浆，面上撒素水泥10厚地砖铺实拍平，水泥砂浆擦缝3－4厚1：1水泥砂浆加水重20％107胶镶贴4－5厚面砖到1500，白水泥砂浆擦缝刷素水泥浆一遍15厚1:3水泥砂浆8-10厚地砖铺实拍平，水泥浆擦缝1.5厚聚氨酯防水涂料，面上撒黄沙，四周沿墙上翻150高mm一、本项目共四层,框架结构,建筑面积219.3平方米,为低层普通民用建筑。建筑设计施工图统一说明3-4厚1:1水泥砂浆加水重20%801胶镶贴刷素水泥浆8厚1:2.5水泥砂浆木抹搓平（五）墙裙做法：喷或滚刷涂料两遍17厚1:3水泥砂浆（四）外墙做法：12厚1:3水泥砂浆钢筋混凝土楼板八、本工程必须严格遵照国家施工验收规范及有关规定进行施工。（八）踢脚： 室内踢脚为150高，按98ZJ501 施工（一）所有木构件与墙体接触处均要做防腐处理（二）所有外露铁件均要防锈漆打底面油黑色磁漆（四）铁件与墙体交接做法98ZJ411 施工九、未详尽处请与设计者联系、协商 （三）所有铁件相接之处均要焊接1.5米高4-5厚釉面砖，白水泥砂浆擦缝（七）门窗： 夹板门油调和漆一底两面三遍漆，颜色为米黄色（九）焊接： 钢材为Q235钢（A钢），建筑中所有铁件相接均为焊接 焊条为T422,焊缝均为满焊.焊缝高度为8 ,宽度为6 。七、其他：（六）顶棚： 与内墙面做法相同50厚C20细石混凝土找1%坡，最薄处不小于20mmmm1:1001-1 剖面图C ~ A 轴立面图1:100A ~ C 轴立面图1:1001 ~ 6 轴立面图1:1001:1006 ~ 1 轴立面图200200300010X150=150018520110005850120010x300=300011x300=3300141010X150=15003850380012X172.7=207310X172.7=17271002200380011X172.7=190011X172.7=190010x300=300012001200114016002002009x300=270017104920492015003000150016001140说明:9.800~12.800柱平法施工图6.800~9.800柱平法施工图四层楼板配筋图详楼梯结构XB2XB2h=100KZ8KZ7KZ5300300300KZ2KZ2400x400KZ5KZ2KZ2KZ21、设计依据：1、设计依据：7、钢筋砼保护层厚度：柱为30，梁为30，板为20，基础为40。8、板面负筋直钩长为板厚-20，其分布钢筋及单向板的分布筋为%%C6@200。9、现浇板底钢筋长向放在短向之上。2、本工程抗震设防烈度为6度，设防类别为丙类，抗震等级为四级。3、本工程设计的合理使用年限为50年 ,结构安全等级为二级。4、由于基础已施工，基础处理方法由甲方提供。5、钢筋砼材料: 柱采用C25、梁砼采用C25，楼屋面板砼均为C25。12、梁柱相交结点处,当梁柱混凝土强度等级不同时,结点混凝土强度等级按柱采用,浇注范围如图1所示: 16、钢筋混凝土构造柱与圈梁相交结点处柱箍筋须加密，加密范围为圈梁上下各500mm，箍筋间距为@100。 13、钢筋混凝土柱与砖墙连接处每隔500mm各设2%%C6拉结筋，拉结筋锚入柱300mm，锚入砖墙17、对于混凝土墙，应从顶部设水管喷淋，拆模时间不得少于三天，拆模后应用湿麻袋紧贴墙体覆盖,保持混凝土表面潮湿,养护时间不应少于14天。10、门窗过梁 :采用钢筋砼过梁 ，梁长=洞口宽度+500mm， 梁高200mm，梁宽同墙厚度 ；梁下11、框架梁柱配筋选用图集《国家建筑标准设计》03G101-1，框架梁柱抗震等级均为三级，结20、所有填充墙构造柱(位置详建筑各层平面图),其纵筋均应锚入其上下的梁或柱内35倍纵筋直径.应先砌筑墙体,后浇捣楼层构造柱.构造柱做法19、当墙高大于4米时均设置圈梁,圈梁截面为200X2200mm，配筋为：主筋4%%C12，箍筋%%C6@200。18、水电设备预留(埋)孔洞(管)，必须按有关专业要求的位置及大小预留(埋)，不得后凿。6、砖砌体材料: 200厚墙用M7.5混合砂浆砌Mu5.0空心砼轻质小砌块；120厚墙用M7.5混合砂浆结构设计总说明:ABC1/AA《建筑地基基础设计规范》GB50007-2002墙与构造柱连结处应砌成马牙槎，每一马牙槎高度不应超过300mm，且墙与墙、柱与墙连接处每隔钢筋%%C为HPB235类, fy=210N/mm；钢筋%%C为HRB335类，fy=300N/mm。参98ZG003(中南标)<<多层及高层钢筋混凝土结构抗震构造>>,截面高度及宽度均按墙厚(各层特别注明者除外).截面配筋:主筋4%%C12,箍筋%%C6@200.500mm各设2%%C6拉结筋，拉结筋锚入柱300mm，锚入砖墙1000mm。不应小于墙长的1/5且不小于1000mm。2砌Mu10烧结多孔砖。《混凝土结构设计规范》GB50010-2002《砌体结构设计规范》 GB50003-2001《建筑抗震设计规范》GB50011-2001《广西膨胀土地区工业与民用建筑勘察、设计、施工及维护条例》《岩土工程勘察报告》构构件使用环境为室内正常环境，柱纵筋及梁上部贯通筋的接头均采用焊接连接。部配筋3%%C12，上部配筋2%%C12，箍筋%%C6@200(窗顶平梁底时不设过梁)。223、本工程按以下规范进行施工及验收：4%%13112%%1306@20045柱砼H>h/2图1梁砼24、图位尺寸单位除标高以米计外，其余均以毫米计。25、未尽事宜应严格地按照现行规范进行施工。《混凝土结构工程施工及验收规范》 GB50204-2002《砌体工程施工质量验收规范》 GB50203-2002《建筑地基基础工程施工质量验收规范》GB50202-2002+0.000~6.800柱平法施工图1：100《建筑结构荷载规范》50009-2001基础顶~+0.000柱平法施工图54321100100100400KZ3KZ1400KZ3KZ1400KZ3400x4008%%13120%%13010@100/200300100300100400400KZ1400x4008%%13120%%1308@100/200300100300100400KZ8KZ8400x4008%%13120%%13010@100/200100300300400KZ7KZ7400x4008%%13125%%13012@100/200200200300400KZ5KZ5400x4008%%13125%%13010@100/200300100300400400400400100300%%1308@100/2008%%13120400x400KZ1400400100300100300%%13010@100/2008%%13125400x400KZ3400500100300100400%%13010@100/20012%%13125400x500KZ54002002001234522、屋面梁、板均采用碎石混凝土浇筑。21、图中未注明尺寸的墙，柱和梁中心线对轴线。1：100345CBA32A76KZ8400x4008%%13116100300300100400400KZ7400x4008%%13116200200300100400400KZ5400x4008%%13116300100300100400400%%13010@100/200%%1308@100/200%%1308@100/2001004004001%%131161%%131163001003001004004004%%13120%%13010@100/200KZ1KZ3KZ1KZ3KZ1KZ3KZ3KZ167BCABCCBA1/Ah=150h=1501、XB4板中洞口两边各加2%%C12加强筋。说明:1：100二层楼板配筋图1：100一层楼板配筋图3451254321400XB4XB2XB5XB4XB3%%1308@18021XB2XB1h=150详楼梯结构详楼梯结构XB5h=100h=100h=100h=100h=100h=150h=150h=1503122%%1308@18032%%1308@18031223021%%1308@18030%%1308@180200029%%13010@180250028%%1308@1802722%%1308@1802514%%1308@18023%%1308@1802220%%13010@180150020%%13010@180197%%13012@180320018%%13012@150180017%%13010@180167%%13012@180280015%%1308@18012001421h=150h=1501311%%13012@200180013%%13010@180127%%13012@200320011%%13012@150320010%%1308@10016009%%13010@1808%%13010@1807%%13012@20028005%%1308@20012004%%1308@2008003%%13010@1802%%1308@2001100300%%1308@100/2008%%13120400x400KZ2KZ1KZ3400500100300250250%%13012@100/20010%%13125400x500KZ7KZ7KZ1KZ3400100300300100%%13010@100/2008%%13120400x400KZ8KZ897621815%%1308@1001000%%1308@1501XB1BCA354236776BCXB185%%1308@150916%%1308@15071%%1308@15023006%%1308@1502%%1308@1501h=120h=120h=120h=120h=150h=150h=150100400400100400400KZ3KZ3KZ3KZ3KZ1KZ3KZ1h=150h=150h=150h=100详楼梯结构详楼梯结构XB3XB3XB3XB3XB1XB1XB1h=150h=150h=100%%13010@18024%%13010@18018002315%%13010@18022%%13010@180214222174%%1308@2007003%%1308@18021h=150h=150h=150h=100%%13012@200130018%%1308@100240017%%1308@100130016%%13010@180157%%13012@200240014109%%13010@18011710%%13010@180200010%%13010@18012009%%13010@1808%%13010@1807%%13010@18025006%%1308@18012004h=150h=150h=150h=1001/ABCAXB1XB12316%%1308@18019%%1308@100260014%%13010@18012%%13010@18084%%13010@180223%%1308@1801000%%13012@180140015%%1308@10014001311%%13012@100350010%%13012@10097%%13012@10028005%%1308@200800313%%13010@180%%13010@150%%1308@200h=150h=150h=150h=150h=150h=150h=1004%%13120+2%%13118 4/2G2%%131142%%13122%%1308@200(2)L1(3) 250x500KL2(2A)2%%13120%%1308@100/200(2)KL2(2A) 250x5003%%13122400x4002%%13122+1%%131182%%13120+1%%13116GZ1：1001：1001CBA11A6542%%13120+2%%131182%%13120+2%%131182%%13120%%1308@100/150(2)KL1(2A) 250x5006%%13120 4/2KZ58%%13116%%1308@100/200300100KZ33%%131254%%131183%%131204%%131204%%131226.800梁平法施工图1：1001：1003.800梁平法施工图6543223546254362%%13116;3%%13116%%1308@200(2)L6(1) 250x4003%%131163%%131163%%13120%%1308@100/200(2)3%%13116250x5003%%13116250x500250x500L1(1)N2%%131142%%13120%%1308@100/150(2)KL4(5) 250x600KL2(2A)KL3(2A)G2%%131143%%13118;3%%13116%%1308@100/200(2)KL6(5) 250x6002%%13116;3%%13116%%1308@200(2)L5(1) 250x400KL2(2A) 250x5003%%131164%%131182%%13122+1%%13118%%1308@100/150(2)%%1308@100(2)3%%13116;2%%13125+2%%13122%%1308@200(2)L4(1) 250x400%%1308@100/200(2)3%%13116250x5002%%13120+1%%13118250x500250x5002%%13120+4%%13118 4/23%%131167%%13120 4/34%%131253%%13118%%1308@100/200(2)3%%131163%%13125%%1308@100(2)3%%131162%%13116;3%%13116%%1308@200(2)L1(1) 250x4002%%13116;3%%13116%%1308@200(2)L7(1) 250x5002%%13120%%13010@100/150(2)3%%131164%%131202%%13125+2%%13122%%1308@100/200(2)3%%13116250x5004%%131226%%13122 2/43%%13116250x500250x5002%%13118+3%%13120 3/23%%131142%%13118+2%%131203%%131144%%131203%%13118250x6004%%13120+2%%13118 4/23%%13125%%1308@100(2)3%%13116G2%%131142%%13118%%1308@200(2)L2(3) 250x5002%%13120%%1308@100/200(2)KL3(2A) 250x5002%%131162%%13118N2%%131142%%13122%%1308@100/200(2)KL5(5) 250x6003%%13118;3%%13116%%1308@200(2)L3(6) 200x300KL3(5)L2(6) 200x3002%%13120%%1308@200(2)2%%131142%%131142%%13120+1%%131162%%131143%%131223%%13116%%1308@100(2)3%%131162%%131142%%13118%%1308@100(2)3%%13122250x5006.800梁平法施工图3.800梁平法施工图777KL1(2A)%%1308@100/200(2)3%%13116250x5002%%13120+1%%13118250x500250x500L4(1)2%%131186%%1308@180%%13012@1802800%%13010@18016001、XB1板未配筋处设%%C8@200钢筋搭接长度为150mm。说明:1、XB1板未配筋处设%%C8@200钢筋搭接长度为150mm。KL1(3A) 250x5001/ABCA1：100屋面楼板配筋图1：100CBA6452%%13120+2%%13118KZ8KZ8400x4008%%13116%%13010@100/200100300KZ7KZ7400x4008%%13116%%1308@100/200200200KZ5KZ3KZ32、发散筋四个角都一样设置，XB4板中洞口两边各加2%%C12加强筋。3%%131253%%131183%%131204%%131184%%131184%%131183%%131203%%131204%%131226%%13120 4/24%%131204%%13116说明:1、XB1板未配筋处设%%C8@200钢筋搭接长度为150mm。+0.000梁平法施工图1：1006%%13120 4/22%%13118+4%%13120 4/24%%131222%%13116KL2(3A)KL4(2)250x5004%%13116250x5003%%13118%%1308@100/200(2)250x500250x5004%%13116250x5003%%13120250x5003%%13118%%1308@100/200(2)4%%13118KL2(3A) 250x500%%1308@100/200(2)2%%13120;3%%131163%%13116;3%%131162%%13118KL2(3A)KL2(3A)L1(3) 250x500%%1308@200(2)2%%13118G2%%131143%%131222%%13116+1%%131142%%13118+4%%13120 4/24%%131166%%13125 2/46%%13120 4/22%%13116%%1308@100(2)2%%13122;3%%13116N2%%13114%%1308@100/200(2)KL5(5) 250x600%%13010@100/200(2)KL3(5) 250x600KL6(5) 250x600%%1308@100/200(2)2%%13120%%1308@100/200(2)2%%131202%%131203%%13120+2%%13118 3/22%%131162%%13116%%1308@200(2)2%%13120L2(6) 200x3002345250x500250x600N2%%13114%%1308@100(2)250x500250x500250x6003%%131164%%13125%%1308@100/200(2)3%%13116;3%%131164%%131163%%131201250x600N2%%13114%%1308@100(2)%%1308@100/200(2)%%1308@100/200(2)KL4(2) 250x500%%1308@100/200(2)2%%13118;3%%131183%%131201：100三层楼板配筋图6543215h=1003422%%1308@180XB5h=1002851200%%1308@180%%1308@180XB5%%1308@100/200(2)KL4(3) 250x600%%1308@100/200(2)KL3(5) 250x6002%%13116;3%%13116%%1308@200(2)L4(1) 250x500KL1(2A)6%%13120 4/26%%13122 2/43%%131203%%13118250x5002%%13125+2%%131224%%131183%%13116250x5004%%131223%%131163%%131204%%131203%%131163%%13125G2%%131142%%13120N2%%131143%%131182%%13120KL1(2A)6%%13120 4/2250x5003%%13116250x5003%%13118250x500%%1308@100/200(2)3%%13116250x500N4%%130122%%13120%%13012@100(2)KL1(2A) 250x7002%%13122;3%%13125%%1308@200(2)L3(1) 250x4001921h=15014h=150350064%%1308@2003%%13010@1802%%1308@2001%%1308@2001200发散筋1512CBXB1详楼梯结构XB2XB2%%1308@150180022%%1308@180214%%1308@18017%%1308@18016%%1308@1501200h=150h=150h=150h=100h=100200034561222XB2XB1XB4XB4XB3h=10030%%1308@180272233%%1308@1802000%%1308@180223120%%1308@180%%1308@180323120%%1308@180h=150h=150h=100h=100h=1502928219900232%%13010@18012002916%%13010@18028%%13010@18027%%13010@180260026%%13010@18090025%%13010@180232719%%13012@150180021%%13010@1802079h=150h=150h=1502812h=150h=150h=150120024%%13012@18022001716%%1308@1002000%%13010@180147%%13012@18025001310%%13010@1802000%%13010@180117610%%13010@18020009%%13010@1808%%13010@1807%%1308@100650%%1308@1002500%%13012@15032002%%131202%%13120+1%%131182%%13120+1%%131183%%13116%%1308@100(2)h=1501、图中KL3，KL2，L2为拱梁，在其下部增加一道拉梁QL1。9.800梁平法施工图12.800梁平法施工图说明:3%%131183%%131203%%13120+2%%13118 3/24%%131203%%131202%%131162%%131162%%13120243KL1(3A)%%1308@100/200(2)4%%13116250x500250x5003%%131207%%1308@100/200(2)2%%13120250x500453BCA73%%13116;3%%13116%%1308@200(2)L2(2) 200x3003%%13116;3%%13125%%1308@100/200(2)KL2(1) 250x6003%%131163%%131183%%131163%%131163%%131183%%13118%%1308@100(2)KL2(1)2%%13118%%1308@200(2)L1(3) 250x500KL1(2A)2%%13118;3%%13116%%1308@100/200(2)KL1(2A) 250x5003%%13116;3%%13116%%1308@100/200(2)KL3(1) 250x6003850KL1(2A)3%%13118L3(1)250x500h=15013%%1308@150QL13%%131162%%131162%%13120651：1001：1003%%13118;3%%13116%%1308@100/200(2)KL4(3) 250x600%%1308@100/150(2)KL3(3) 250x600%%1308@200(2)L2(4) 200x3003%%131254%%13120+2%%13118 4/24%%13120+2%%13118 4/24%%131224%%131253%%131163%%13116N2%%131142%%13122G2%%131142%%131184%%131183%%13116%%1308@100/200(2)3%%13120250x500250x500CB4%%131206%%13120 4/23%%13125%%1308@100(2)3%%13118KL3(3)G2%%131142%%13120%%1308@200(2)KL2(2A)2%%131182%%131184%%131183%%131203%%131162%%131181/AA%%1308@100/200(2)KL1(2A) 250x500L1(3) 250x500%%1308@100/200(2)KL2(2A) 250x5007h=150h=150110113%%131204%%13122%%1308@100/200(2)250x500250x500KL1(2A)1.880楼梯配筋图C6.7809.7808.280-3.800-0.020A-1.7073.7801:1005.280200100%%C12@100130021300%%C12@1001001502B1B1B1B2B2B2B1B133138001%%C12@100111111322332233232TL1TL1TL1TL1TL1TL1TL1TL1TL1%%1308@150TL13%%131182%%1311643%%13010@150%%13010@150123%%13010@150%%13010@1504B14%%13010@150%%13010@150B2%%1308@100%%1308@10043321240厚烧结多孔砖12005000500025000250002500050001200500025000250002500010010060012006001090025000500050002500025000500030009700500050005000385058509700250025002500250050005000385015004650235012001200109002850250025005000400300\f宋体|b0|i0|c134|p54\f宋体|b0|i0|c134|p545000150009700585058509700385050005000250050002500250050002500109003850585012005000385025002500500060010060010010900465010900380012003000120015002850120011505000500050005000500012002350150010900120030002850385025000500050003850300028501200109002500250050005000150001090030001200285038505000250050002500500038001006001200150028501150300015000385022001100011x300=330050002500380050005000500050002500250038001200250025005000250025002500380010050005000500025002500250025005000300030001090012005850385025002500240300120010x300=3000120012005850200300500050002500250038001200400300285030003850109001200500025002500==网易 NETEASE 网易 建筑 中国建筑行业网络家园；