某大学四层教学楼全套建筑设计施工图

建 筑电 气给 排 水结 构暖 通教师休息室1:100(%%p0.000平面)一层平面图美 术 教 室美 术 教 室男厕盥洗女教厕-0.450上M-下前室饮水处男教厕女厕教师备课教师休息室%%p0.000-0.050男厕1:100三层平面图(8.400平面)上前室盥洗下饮水处女教厕女厕男教厕教师备课教师休息室8.3508.400男厕四层平面图1:100(12.600 平面)女教厕下饮水处男教厕盥洗前室女厕教师备课教 室-0.450上美 术 教 室M-下美 术 教 室1:100(16.800平面)屋顶平面图1:100屋顶装饰板平面图27001130065001500210021002300150025010008501130015001500210065002700230021008502501000650011300360066002700150023006500113002100270021004500330036005504500850100025015001500上下美 术 教 室美 术 教 室6000450060006500600060006001500600270015003600115095045004500450012.60012.550教 室450055036003300450060004500450045006000600060009501150150036004500650060015006002700600045003300360045005504500450060006000600045004500650060015006002700150036001150950下8006006060080060060600800600606001。平面图中除标注外，外墙均为240厚，内墙(涂色部分)190厚， 建筑面积 : 3042.8 m3。该子项占地面积 : 763.7 m2。钢筋混凝土柱及混凝土装饰柱、构造柱做法见结施。墙身做法见首页。22注： 北22510502251050225105045006865036006600450055033004500450036006000450045006000600060003600(16.800平面)屋顶平面图1:100i=2%i=2%i=2%i=2%i=2%i=2%16.800i=2%i=2%18.940i=2%i=2%i=2%i=2%1500113006500-0.5001001001001001001001001001001001001001001001001001001001001001001001001002252955120120325522568650450016503600165030003600450055045004500600060004500450060006000排水方向详总图详厕所平面大样西南J812花台见西南J11220厚1:2水泥砂浆西南J812见平面图与轴线关系花池平面大样1:501:251:254200窗洞口详结施钢筋混凝土构造柱1:25C-2C-2C-1C-1C-1C-1C-2C-2C-2C-2C-4C-4M-1M-1C-4M-1C-4M-1M-1M-1M-1M-1C-3C-3M-1-0.150西南J112西南J3121000200详1＃楼梯大样西南J112散水暗沟西南J812西南J812隔断详二装详2＃楼梯大样花池见M-1C-2C-2C-2C-2C-2C-2C-1C-1C-1C-1M-1C-4C-4M-1M-1C-4C-4M-1M-1C-3C-3M-1M-1C-3C-3M-1M-1C-3C-3M-1C-2C-2C-2C-2C-2C-2C-1C-1C-1C-1M-1C-4C-4M-1M-1C-4C-4M-1M-1C-3C-3M-1M-1C-3C-3M-1M-1C-3C-3M-1详1＃楼梯大样8.25012.45C-3C-3C-3C-36600691003600123253600120012001500150012325660069100660036006910012001500123251800225225200225200225225225200225225225刷1刷27.2009.3000.9003.0005.100-0.500参西南J516刷220.10015.60016.80019.50018.300板底21.60011.40013.500立面图1:100屋1（兰灰色）C-1C-1C-1C-1C-7C-77.800C-7C-1C-1C-1C-1C-1C-1C-7外包铝塑板C-1轻钢结构装饰板详二装C-6C-1共8处PVC雨水管C-1C-1C-1C-116.80015.30011.100C-2C-2C-2C-2C-2C-2C-8C-9C-8C-9C-9C-8C-2C-2刷1C-8C-99.300刷2C-10C-10C-106.9002.7005.7001.5007.200%%p0.000-0.5003.000刷1轻钢结构装饰板详二装外包铝塑板刷2C-1014.1009.90018.60018.00020.400板底11.40015.600C-2C-2C-2C-2C-2C-2C-2C-2C-2C-2C-2C-22090080114080男厕(4.200 平面)饮水处盥洗下上女教厕男教厕女厕前室教师备课教师休息室4.150二层平面图1:100 教 室4.200美 术 教 室美 术 教 室下上6000660065001130021002700608006006001500210023001500100450033003600550450022510501000250850450045004500450010010010010010060006000600010010065002700600150060036001500950115036001500M-1C-3C-3M-1M-1C-3C-3M-1M-1C-3C-3M-1M-1C-4C-4M-1M-1C-4C-4M-1C-1C-1C-1C-1C-2C-2C-2C-2C-2C-24.050详1＃楼梯大样2252256910222512325650027001190015009.6007.8005.4003.6001.200-0.500%%p0.000刷2C-5C-5C-518.000板底20.40016.20013.80012.00018.600C-56.3001.7002.100C-3C-3C-3C-3C-3C-3轻钢结构装饰板详二装外包铝塑板16.80016.45010.500（结构标高）坡屋面顶18.940C-3C-3轻钢结构装饰板详二装外包铝塑板1:100立面图C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4C-47.8009.5005.3003.600-0.050刷2刷2C-4C-413.70012.000刷1刷2C-57.2003.0004.2008.400-0.500%%p0.000板底20.10021.60019.50018.30016.20015.60011.40016.80012.600C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-31500120060015002210080114080教师专用厕所平面大样图1:50E-0.050最低点标高E(注1)参02J915注：2饮水处小便斗参02J915参02J915水磨石板拖布池500x500C-8E-0.150最低点标高M-4i=2%M-5M-5女教厕教师休息室男教厕PVC给水管L25X31:3水泥沙浆将铁件卧牢予留120X120X60洞用1:51:5防水材料附加卷材一层M5砂浆砌120厚支座采用MU7.5砌块卷入窗台板下A－A1:50前室 防水构造参02J915第81页中相应节点。3。地漏详细位置见水施。地漏与管道穿楼板 或直接由最高点处坡向最低点。2。图中坡度除特别标注外，均采用 i=1%，1。图中E为标准层楼地面标高。(单位m)注：A拖布池500x500参02J915水磨石板(洞口高)E+3.000M-3学生厕所、盥洗平面大样图1:50板宽480参02J915(洞口高)E+3.000A洗脸盆、台二次装修定E(注1)M-3盥洗C-10C-10参02J915小便槽厕所木隔断参02J915注：2i=2%男厕最低点标高E-0.150C-9参02J915女厕2251515225152251201202251522515300600600500200600500130090010010015225100100252002251522510022575090012012010010070011 混凝土栏板1:20 增设柱铁花栏杆铁花栏杆%%c50钢管-100x100预埋件焊接1:2090150609002001100100详结施钢筋混凝土构造柱42001:25窗洞口1:251:254200钢筋混凝土构造柱详结施窗洞口1:251:251:25成品GRC线条260x300h相应处预留埋件C20细石混凝土浇筑屋2i=2%(l=700)伸出外墙100%%c50PVC图水口板顶18.000参西南J212-1注1西南J212-1女儿墙构造柱详结施屋2i=2%参西南J212-1参西南J212-156005001515(起坡点)(板顶)屋1板内双向配5%%c6.5钢筋。1. C20细石混凝土板700x700x40注：18.000板顶参西南J212-1伸出外墙100(l=700)%%c50PVC图水口屋2i=2%注2:3003002253002. 虚线范围内,需加铺一层整幅卷材加强。参西南J412注1：参西南J212-1炉渣填实 %%C63.5不锈钢扶手改为 □60，δ＝21。阳台混凝土栏板，参西南J412.注： 尺寸90x150。见本张节点1，配筋详图集。 栏板厚度由90改为150，每开间中部位置增设一立柱， %%C38.1不锈钢改为 □20，δ＝1.522 教 室686506005504500165010030003600165045003600300018006004008001200400600150080060015001800120097533001500105015001050900225225330097590022522560066003300600330033003600550450060001200400120012008001500600600120080015006006001500800120040百度文库4004003300450022522522533003300225975450097597545001200140040012002400600600240014001400600600120040014002400240095011504001500600042001200600060060042004200600600600012004200120040012008001500600450033009756865012006000450045004500450036004500165036003000100165045005503300150010502252259753300225225900105090015003300975330022522597597597597522533003300225600060006000420012004200420060060042001200600600120012004006001500800120040040040040012008001500600600150080012006006001500800120012001800150060080015006004001200800400180030001500400115095024002400140040012006006001400140024006006002400120040014001200400120015001800300060080015006004001200120080015006006001500800120040080040012001200800150060060015008001200400400400120014004001200240060060024001400140060060012004001400240024009501150400150060001200686503300450015003600105030003600975330022522545005502252251009001050165090016501500330045009752253300225450097522533003300225975450097597545006000420012006000600600420042006006006000120042001200130070070010080080080080080027006001200751651522575165152251951651522512002x300=6006008003001001001003003001500300600600墙厚601522522522536019516522522522522560360301951652252256060240606060506060605036019516521002210021002100210014002100150060012001500120021002100150027002700150015002000180060024001500270042006000140068650300036001800600800975450040018008001500600800150060040012001200900165090010501500105016503600300015009753300225225450055022522510033001200225154004001200800150060060015008001200400800150060060015008001200400400120097533004500165195975225330033002259754500450022533002259754500120042006000140040040014001200240060024006006002400600140012002400120012006000600060060042006006004200120095040012001150150012002002400209005002400180018002400120018006002400180018003000420012003000120030004200420050060060030001200270042001007007001300100700700130010070070013002001508005301201522523002100210010008502501150650080033008505501650600950750700250700100165030100206014756600225501475160016002259004215200800200800650059008000107007x700=4900240036006600400406002008502515002100270050034540100210016857007007007007007007006252520085015006251400600105010010027001320360066001465815302506016801320300025090090090090015006025060150240165756016575240240150602252252252252256022522560150240601657522522515751652402402252252252257515060165240225225225225751501656024022515300752253001002002001003003007522580070022512022512002252507251200725120025022530015285300755005002000100022575350225150150425260 教 室 教 室 教 室 教 室参西南J212-1西南J212-1轻钢结构装饰板详二装外包铝塑板板底21.600板底20.400参西南J212-11:25西南J8121:2水泥砂浆粉面2 －2 剖面图1:1001:252.100-0.500%%p0.0004.20010.5005.30012.6008.40018.60018.00015.90016.450C-114.150-0.05012.5508.3501.700C-11C-115.1002.7000.900-0.500%%p0.000C-1111.1009.3006.900屋216.80015.90013.50015.300900600180013x300=3900200800180018002400110011002400180090050011001800509002005050900200900173002400150x14=2100150x14=2100150x14=2100150x14=2100150x14=2100150x14=21005005033005501550600191002251518005002100270026001000500500r=500500500r=500100025020022522510022522522522592006500180012005002006003x150=4501# 楼梯四层大样图12.6008.4002# 楼梯底层大样图1# 楼梯底层大样图杂物间上不锈钢管栏杆仿西南J412仿西南J412仿滑条上C-98.3504.1501# 楼梯二、三层大样图6.3008.4004.2002.100-0.0501:50%%p0.000上C-9-0.450M-2下及详图1:50下12.55012.600下护窗栏杆通长仿西南J412C-910.5002# 楼梯二层大样图1:504.1508.3504.200下上1:5012.550下