云海花园某三层砖混结构幼儿园教学楼建筑设计施工图

1-10.51.1.1.51.59.14.M1三层平面布置图10.800J9501-7-9屋面做法详苏详见苏J9503-1/311:2.51:2.51:2.5C20内配混凝土压顶%%1306@2001%1%1:2.51:2.51:2.50.5%1%2%1:2.51:2.51:2.51:2.51%1:2.51:2.51%1:2.51:2.50.5%1%1%2%2%1:2.51:2.5屋顶平面布置图2%0.5%1%1:2.52%0.5%1%1:2.51:2.51:2.52%2%0.5%1%1:2.51%2%2%0.5%1%1%1:2.51:2.51:2.51:2.5艺 术 活 动 室R1750三层平面布置图下教 室戏水间男卫生间教 室R1750二层平面布置图女卫平面布置图1:2.51%1:2.51:2.51%1%戏水间女卫生间男卫平面布置图槽戏水间男卫生间便小图例:M2M3C1成品蹲式便器成品洗脸盆C2底层平面布置图上-0.150%%P0.000二层平面布置图下上-0.150%%P0.000立面图~-0.150%%P0.0001-1剖面图木扶手金属栏杆详见苏J9505-3教 室戏水间女卫生间办公室上办公室下教 室戏水间男卫生间教 室R4351传达室教 室R1750戏水间女卫生间餐厅上厨房底层平面布置图教 室戏水间男卫生间教 室本工程为 本工程建筑分类本工程本工程本工程应及时通知设计人员协调解决 .本工程体形系数 0.31,按照省民用建筑节能标准设计.为砖混结构,楼面为现浇密肋井字梁,编 号零星做品2.8油漆9..7.屋面6.平顶3楼面4..内粉.5外粉2.地面1.墙基..7本工程本工程.9本工程8.35..4.6.1图纸编号图 纸 目 录J9501-6-5 .用于高勒脚(颜色见立面)水泥砂浆粉面做法选用苏苏J73-2-12-515塑钢门J9501-6-4 .J9501-9-22 .塑钢窗详大样固定式塑钢窗 圆弧形 r=1350塑钢窗详大样苏J73-2-12-515选用图集名称及编号塑钢窗详大样门 窗 表 900 X 21001200 X 3250 800 X 21001800 X 22501200 X 22501200 X 2250洞口尺寸<宽X高>1800 X 22501500 X 2250C - 1C - 2C - 4C - 3C - 5M - 2M - 3M - 13111256数量27212混合砂浆粉面外用防水涂料做法选用苏做法选用苏做法选用苏做法选用苏做法选用苏做法选用苏铁件 散水 室外台阶木门平屋面板底粉面J9508-40-3J9508-39-2J9501-9-3 J9501-7-19.J9501-8-4做法选用苏序号10978312456.颜色为天蓝色.详剖面图标注.图纸与说明互为补充 ,凡未说明处均按国家颁发的有关规定 .规范严格执行 .所有水 .电 .等专业的管线与土建应密切配合 ,并不得任意凿洞 ,为(抗震规范)所规定的丙类建筑,抗震烈度按 7度区设防设计 . 相当于云海花园岩土工程勘察报告中 5500m标高.主体耐久年限 二级 (50年)J9501-6-5 .J9501-5-30 .J9501-5-5 .施 工 做 品做法选用苏做法选用苏做法选用苏做法选用苏外用防水涂料做法选用苏水泥楼面水泥护角线混合砂浆粉面水泥保温砂浆粉面防水砂浆防潮层水泥地面J9501-3-2.3.做法选用苏J9501-2-2.J9501-1-1 .240凡未注明的墙厚均为 厚 KP1型多孔砖.耐火等级为二级 .%%p0.000 三类 . 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明3.6007.20012.00010.800-0.1503.600%%P0.0007.20012.90010.80010.80012.0007.2003.6003.6007.20010.80012.900立面图~-0.1503.600%%P0.0007.20012.00012.90010.800(南)北阳台%%P0.0003.6007.200-0.150%%P0.0007.2003.60010.80012.9001:207.2003.600乳白色外墙涂料粉红色外墙涂料粉红色外墙涂料立面图~阳台立面青绿色外墙涂料粉红色外墙涂料12.000黄色外墙涂料青灰色瓦屋面粉红色外墙涂料C3下-0.150%%P0.0003.6007.20012.90010.800-0.150%%P0.0007.2003.60010.80012.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二,三层结构平面布置图35003600180022001600160018002200105002625262526252625250025002500365002625262526252625250025002500L-1L-2L-2'L-2L-1L-1L-3L-3L-1L-3L-2'L-2L-1L-2'L-3L-1L-2L-1L-131503200320024002350L-4L-4L-5L-5L-1L-1L-1L-1LL-1LL-1LL-1LL-1LL-1LL-1YTL-1YTL-1YTL-1YTL-1YTL-1YTL-1YTL-2YTL-2YTL-2YTL-2YTL-2YTL-2楼 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h=400580800580900900350盥洗台-0.150J9508-39-2做法选用苏做法选用苏J9508-40-3教室内壁柜由业主装璜时定18002200220011A#总平面布置图幼儿园路南伊山9#车行入口B4#3650036500105001050012.9001800620620220037501050036003750屋顶层结构现浇板配筋图37503750180062022006201600350036500250014.40014.400620160036503450180022001800375062022006203750WL-2WL-6WTGL-136001050014.400屋顶层结构平面布置图WTGL1WTGL1WL-118001800375022002200620375014.400345035001600620WTGL-12500365006203650160062014.40035003500950036003500160016001600350036003L-2'3L-23L-13L-13L-23L-23L-33L-33L-13L-13L-23L-23L-1WYTL21600620620250035003500950036500250025003500350095002500350035009500250036500%%1328@200%%1328@200%%1328@200%%1328@200%%1328@150850850850%%1328@150850850850%%1328@150850850%%1328@200%%1328@200850850850850%%1328@200850850850850%%1328@200%%1328@200850850%%1328@200800800%%1328@200800%%1328@200800%%1328@200%%1328@200800800%%1328@200850850%%1328@150800%%1328@200800%%1328@200850850同现浇板配筋%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@20014.400%%1328@150%%1328@150%%1328@150图中阳台现浇板厚为80其它板厚为100图中阳台现浇板厚为80其它板厚为100图中阳台现浇板厚为80其它板厚为100图中阳台现浇板厚为80其它板厚为100图中现浇板板厚为100基础平面布置图7500350016003750375075003500950036500250037503750220018003600350016001050025003500350025003750365004750475037503750GZ2GZ1GZ3GZ3GZ2其它同3750GZ3112233144GZ211222222111113313311331111111111144Ag1-1.200x-x506012012060502%%131142%%13114%%1306@1503%%131143%%13114%%1306@150%%1306@150120300250100100B1100B160%%P0.000DQL2%%13114%%1306@1502%%13114300240240240360480240240DQLGZ1GZ3GZ2GZ2GZ2基础编号1-1x-xB1基础宽度基础配筋Ag1Ag2基础配筋基础宽度一览表2-23-34-410001150600300%%13112@150%%13112@120%%13110@150%%13110@200%%1308@200Ag2%%1308@200%%1308@200%%1308@2003%%131143%%13114475047504750475037506203750375037503750250037503750475047502500250025002500250035003500250036500105001252625其余同4%%13110L-2'32%%131182%%13118333222%%13118其余同4%%13110250011112%%131182%%13118L-2其余同4%%131102125225002%%13118332%%131183L-3332%%13118320201--12400112%%131182250250500%%1306@1503%%131252%%131252%%131183%%13125%%1306@150L-13-3L-2'125125125125250025003%%131253%%131253%%131252%%131182%%13118250025004%%131254%%131254%%131254%%131252%%131184002502-2%%1306@1502%%131122%%131124%%13112其余同4%%13110其余同4%%131103%%131203%%131203%%131203%%131203%%131202625262526253%%131202%%131184002502%%13112%%1306@15023502350235023504%%1312544%%13110其余同2%%131255523501600L-54%%1312524002%%1312575%%13125 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乐 电 化 教 室25001500200012003001202180218012001202000150015001600360010500WL-7WL-8WL-83L-2'3L-23L-2'3L-3WYTL2WL-5WYTL1WL-1WL-1WYTL2WL-1WYTL1125315012513%%131252%%1311813200WL-413%%13125其余同4%%131104%%13110其余同31501251253%%1312512%%1311812%%131181125125350012%%1311813%%13125WQL1WQL1WQL1WLL-1WQL1WTGL-1WTGL-1WTGL-1WTGL-1WTGL-1WTGL-1WTGL-1WL-8WL-6WL-8WL-7WTGL-1WL-2WTGL-1WL-118.5006000600014.4003%%1311873%%1312572.512%%131181800718007WL-62%%1311614.4002%%131189%%1308@100665%%13125 2/3375037501500WL-712.5(WL-8)(6450)(6450)WL-6WL-8WL-8%%1306@2006030080%%1308@150250500WTGL15003%%13066060%%1308@1502%%131163%%131185%%13125 3/24002%%131122%%13118250%%1306@1506-63%%131182%%1311815004007-72%%131183%%13125 %%1306@1502502%%131123%%131253%%1311860606060200底层平面布置图三层平面布置图二层平面布置图楼梯剖面图%%P0.000%%P0.0003.6007.2003.6007.2002%%13118200AA2403%%131182402403%%13120TL1TL2TL08010.800%%1308@20080环筋400%%1306@2003002%%13112A3007002%%13112A楼面洞口配筋图%%1308@150500%%1308@150%%1308@150500上人孔做法见苏J9503-1/41350%%1306@2002%%131122%%13112350%%1306@200%%1308@1503.600%%1308@150500h=80%%1306@2002%%13118350N300300700600AA7006003003006002200180036001050025003500 (一)后浇带的做法(KN/M*M)(KN/M*M) 荷载类别 荷载类别 荷载类别1),建筑结构可靠度设计统一标准 GB50068-2001;不上人<一>楼层板 屋面板上人6),板上预留洞口:5),当板底与梁底平时,板底筋伸入梁内,需置于梁下部纵筋之上.9),板筋连续配置时底板筋在支座处搭接,面筋在跨中 L0/3范围内搭接 对于配有双层钢筋的楼板,除注明做法要求外,均应加支撑钢筋.其型式如8),板上,下钢筋伸入混凝土墙内的锚固长度为40d.7),钢筋锚固长度 :HPB235级钢32d,支撑筋的高度除另有注明外,应为4),跨度大于4米的板,要求板跨中起拱 L/400 3),板底筋锚入梁内长不小于10d且不小于120mm1),双向板或异形板的板底筋:短向筋在下,长向筋在上,右弯曲.) 对于跨度为7%%c8>4M板短边跨度 防止板角裂缝, 每角附加 放射性斜筋.L1所有与钢筋混凝土墙平行连结的框架梁,梁钢筋入墙的长度除另有注明者外,一般均需入墙图一 . 端跨板端角板面配筋图所有与钢筋混凝土墙垂直连结的端跨梁,其钢筋均需锚入墙内,锚固长度为入墙所需长度超过墙长时,可将超过部分向跨中箍筋直径相同间距为要求后,方可浇混凝土,预留孔不得后凿.方米设置一个.由于设备需要在梁开洞或设埋件,应严格按照设计图纸规定设置.在浇筑混凝土前经检查符合设计2),各板角面钢筋纵横两向必须设置成网格状,端跨板及跨度>4米的板按图一设置附加板面钢筋.详见结五, 建筑场地类别为 类 ,地基的液化等级为中等.3),砌体结构设计规范 GB50003-2001;7),全国民用建筑工程设计技术措施 <<结构>>;6),建筑抗震设计规范 GB50011-2001;5),建筑地基基础设计规范 GB50007-2002;4),混凝土结构设计规范 GB50010-2002;8),建筑工程设计文件编制深度规定 2003年4月;2),建筑结构荷载规范 GB50009-2001;六, 人防地下室的抗力等级为 级;钢筋混凝土结构的抗震等级为 级 , 建筑抗震设防类别为 类 ,抗震设防烈度为三, 工程图纸中标高的单位为:米 尺寸的单位为:毫米混凝土结构的耐久性为 二, 本工程设计%%P0.000标高所对应的绝对标高由业主根据总图现场定%%P0.000-HPB235级钢:垫层;C10素混凝土,1),建筑物抗震构造详图03G329-1图集;%%P0.000以下,为 M5.0%%P0.00以上九, 所采用的标准构件图集;七, 地基概况及处理意见;2),多孔砖墙体结构构造96SG612图集;四, 本工程建筑结构的安全等级为 级,设计使用年限 年,钢筋:%%130砌体;砂浆;八, 结构工程材料;砖混结构;混凝土: C25以上采用MU10%%131实心粘土砖,-HRB335级钢.以下采用M7.5层采用水泥砂浆混合砂浆,%%P0.000左KP1,MU10型承重空心砖,(2) (地震加速度为0.10,第三组)混凝土保护层:板20 ,梁30 ,柱30, 基础40,砌体结构施工质量控制等级为 级 ;1/8基础工程设计施工说明:50二o三7B丙一类屋顶荷载十一, 结构构造;风荷载雪荷载10) 抗震 (<二>,梁 (1) 短边. 之二的范围内 (二)施工缝的设置 方向浇灌时,施工缝应留在主梁同时亦为板跨度中央四分 置在次梁跨度的中间三分之一范围内 处理,浇灌板带混凝土时,再加筋与分离筋扎牢或将两侧之 楼板及地下室顶板后浇带的做法 肋形楼盖当沿着与次梁的方向浇灌混凝土时,施工缝应留 分离钢筋焊牢,如图十二.6), 沉降观测;2),梁与剪力墙穿管线时应预埋套管设备基础待设备到货经校对无误后,方可施工4),楼梯栏杆与混凝土梁板的连接及其埋件,详见有关建施图5),基坑开挖时应采取有效的支护措施及排水方法防止坑壁塌落3),凡下面有吊顶的混凝土板,均需预留吊筋,做法详见有关建施图及时铺设各类管线及套管,并核对留洞及埋件位置是否准确,避免日后打凿主体结构1),本结构施工图应与建筑,电气,给排水,通风,空调和动力等专业的施工图密切配合,L2>L1门窗洞口 图二LaLa-1M120楼地面标高L2,如图二,图三.L