某地区中学教学楼建筑框架结构图(全套)

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某中学教学楼的全套建筑结构施工图纸

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南京某中学7100平米4层框架结构教学楼平立剖面设计CAD图纸

{"code":"InvalidRanwk.baidu.come","message":"The requested range cannot be satisfied.","requestId":"8a849e67-df52-4dd2-86e9-96ccf7203c98"}

郑州某中学7500平米4层框架结构教学楼平立剖面设计CAD图纸

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济南市某中学4层框架结构教学楼全套结构设计CAD图纸

详1#楼梯大样图、楼面梁、挑梁、屋面支座处预空板板缝应放18构造负筋,每边伸出净长1/4LO,板缝内应放18,灌C15细石混凝土捣实。现浇屋面上、下表面沿纵横两个方向应配置温度收缩钢筋,其架立筋为6@300。6@150应先砌墙后浇混凝土柱，马牙搓宜从每层柱脚开始，先退后进，以保证柱脚有较大的混凝土断面。,应按照现行国家有关规范与规程之规定施工。2222222五、砌体工程：六、本说明未详尽之处的混凝土保护层厚度为30mm。22、独立柱、构造柱与砌体连结面沿高度每隔500放拉筋伸入柱内200，每边伸入墙体1000长，施工时26132、楼面恒荷载标准值：现浇厕所为5.0KN/m，现浇板为4.2KN/m，现浇楼梯板为6.5KN/m。楼面活荷载标准值：楼梯为2.5KN/m，走道为2.5KN/m，其余为2.0KN/m。3、屋面恒荷载标准值为6.5KN/m不上人屋面活荷载标准值为0.5KN/m4、受力钢筋的混凝土保护层厚度一类环境：板为15mm,梁为25mm,柱为30mm;二类环境（厨房、卫生间、厕所、屋面等）：板为20mm，梁为30mm，柱为30mm；基础中受力钢筋的混凝土保护层厚度为50mm，基础圈梁受力钢筋5、纵向受拉钢筋的最小锚固长度见10G101-1P53页。纵向受拉钢筋绑扎搭接长度Ll=1.4La，且不得小于300mm，其搭接接头面积百分率不超过50% ，梁柱箍筋的弯钩应弯成135度，弯钩平直长度为10d。6、纵向受力钢筋的替代原则：当需要以强度等级高的钢筋替代原设计中的纵向受力钢筋时，应按照钢筋受拉承载力设计值相等的原则换算，并应满足正常使用阶段的挠度和裂缝宽度验算等要求。7、应严格按建筑施工规范的要求做好混凝土养护工作，并应按施工规范要求控制拆模时间，悬挑构件应待混凝土强度达到100%后再拆模，其余构件未作特别规定时应待混凝土强度达到80%以上方可拆模。8、上下水管道及设备孔洞必须按各专业施工图预留，不得后凿，以免降低板的承载力。9、当梁板跨度L大于等于4000时，要求支模时按L/400起拱。10、当梁内纵向受力钢筋若须现场搭接时，下部钢筋应在支座处搭接，上部钢筋应在跨中三分之一跨度范围内搭接。11、主次梁相交处若无特殊情况时，则次梁上下纵向钢筋应分别放在主梁纵向筋的上方。12、本工程构造柱竖筋接头采用绑扎接头按10G101-1中P55有关规定。14、楼梯口圈梁被门窗洞口截断时，应在洞口上部增设与其相同的附加圈梁，附加圈梁的搭接长度不应小于其垂直距离的二倍，且不应小于1米，附加圈梁截面尺寸不应小于原圈梁截面尺寸。15、混凝土的环境类别室内正常环境为一类，其它环境为二a类，构件裂缝控制等级为三级。16、框架梁、柱配筋模式详见混凝土结构施工图10G101-1中的有关详图规定及说明。1、墙体无采用M10混合砂浆砌MU10页岩砖（240*115*53）作为240厚眠墙（含尖子墙)阳台(走道)栏板砌1100高半砖墙。四、钢筋混凝土工程：HPB400热扎钢筋（强度设计值）。对于受力预埋件的锚筋，严禁采用冷加工钢筋。fy=360MPa一、工程概况及自然条件：22二、设计依据及设计计算程序：2、建筑结构荷载规范（GB50009-2010）2010版。3、混凝土结构设计规范（GB50010-2010）。4、建筑地基基础设计规范（GB50007-2002）。5、建筑地基处理技术规范（）。三、基础工程：6、采用中国建筑科学研究院PKPM结构设计软件.建筑抗震设防类别按6度抗震地区考虑设计。5、本图中的尺寸除标高用米计外，其余均用毫米计。2、用基础梁代替防潮层。4、工程所在地区的基本风压为0.45KN/m，基本雪压为0.30KN/m，地面粗糙度为B类，建筑场地类别为III类。11、本工程为四层框架结构.总高度15.600米。35.5小时，构造柱为2.0小时，梁为2.0小时，现浇楼梯、现浇楼板为1.5小时。2、本工程结构重要性系数取1.0，建筑结构安全等级为二级，设计使用年限为50年，地基基础设计等级为丙级，、建筑物耐火等级为二级，主要构件最低耐火极限：墙体为、工程建设标准强制性条文（房屋建筑部分）。 JGJ79-2002、构造柱可不另设基础，只需将构造柱主筋底部弯成直角钩在底框梁底层筋上即可。1、凡现浇构件均采用C30混凝土（强度设计值,HPB300热扎钢筋（强度设计值fy=270MPafc=14.3MPa）31、基础采用独立基础，根据提供的地质资料，取地基承载力特征值fak=240KPa，基础深度暂定为1.4m.具体深度由设计师与工程地质人员现场确定。如果持力层与设计不符,应及时通知设计单位进行设计和变更,否则由此带来的后果由施工单位自行承担.。, 150100%%1308@2003%%131182%%131123%%13118100 150100450%%1308@600100%%1308@1501003%%13120100 150 1505003%%131202%%13112%%1308@600DJ-1DJ-2DJ-2DJ-2DJ-2DJ-2DJ-2DJ-2DJ-2DJ-2DJ-1DJ-3DJ-3DJ-3DJ-3DJ-3DJ-3DJ-3DJ-3DJ-3DJ-3DJ-1DJ-2DJ-2DJ-2DJ-2DJ-2DJ-2DJ-2DJ-2DJ-1未注明的基础梁均为JL-1。JL-2JL-2JL-2JL-2JL-2JL-2JL-2JL-2JL-2JL-2JL-2JL-2JL-2JL-2JL-2JL-2JL-2JL-2JL-2JL-2JL-2JL-3JL-3JL-2JL-2DJ-4%%13112@140%%13110@150100300400700100120012001005040050300015001500504005024001200120010001000130013002000260050400505040050%%13112@140100200350550100100010001005040050180024001800600050400501350135027005040050%%13112@150%%13110@15010030040070010012001200100基础插筋数量及直筋与柱筋同,放在底板筋上并打15d且≥150,箍筋为3%%1308。基础条基及地粱底做100厚C15细石混凝土,宽为翼缘及地梁宽+200。本工程地基承载力特征值按fK=240KPa设计,地基土挖至持力层。5)4)基础工程说明支座处搭接,下部钢筋在基础梁中间处搭接,搭接采用单面电焊,焊接长度不小于12d,同一截面搭接根数小于等于根,基础梁钢筋伸至梁端部打弯锚固,锚固长度不小于40d,梁箍筋：从离支座50mm起设置，箍筋末端应弯成不小于135度弯钩，弯钩平直段长度为10d。未注明的梁均居中布置。基础混凝土板筋保护层及基础梁主筋保护层均为50mm,基础梁钢筋通长设置,上部钢筋在基础梁基础混凝土强度为C30，钢筋%%130为HPB300级钢，%%131为HRB335级钢。3)1)2)2KZ-1400x4008%%13116%%1308@100/200125275200200KZ-3400x4008%%13116%%1308@100/200275125125275KZ-2400x4008%%13116%%1306@100/200125275125275KZ-1125275200200KZ-5400x4008%%13116%%1308@100/200275125200200KZ-6400x4008%%13116%%1308@100/200125275200200KZ-4400x4008%%13116%%1308@100/200200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-6200200275125KZ-6200200275125KZ-6200200275125KZ-6200200275125KZ-6200200275125KZ-1125275200200KZ-7400x4008%%13116%%1308@100/200125275200200KZ-8400x4008%%13116%%1308@100/200125275125275KZ-9400x4008%%13116%%1308@100/200125275125275KZ-7275125200200KZ-7275125200200KZ-2125275275125KZ-9275125275125注：3.2.1.楼梯间休息平台处KZ箍筋全柱加密%%1308@100。未标明柱位置均以轴线居中。楼梯柱详楼梯结构图。未注明构造柱均为GZ1，构造柱主筋上下均伸入梁内锚固。240x240GZ-14%%13114%%1308@200 240240KZ-1400x4008%%13116%%1308@100/200125275200200KZ-3400x4008%%13116%%1308@100/200275125125275KZ-2400x4008%%13116%%1306@100/200125275125275KZ-1125275200200KZ-5400x4008%%13116%%1308@100/200275125200200KZ-6400x4008%%13116%%1308@100/200125275200200KZ-4400x4008%%13116%%1308@100/200200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-6200200275125KZ-6200200275125KZ-6200200275125KZ-6200200275125KZ-6200200275125KZ-1125275200200KZ-7400x4008%%13116%%1308@100/200125275200200KZ-8400x4008%%13116%%1308@100/200125275125275KZ-9400x4008%%13116%%1308@100/200125275125275KZ-7275125200200KZ-7275125200200KZ-2125275275125KZ-9275125275125注：3.2.1.楼梯间休息平台处KZ箍筋全柱加密%%1308@100。未标明柱位置均以轴线居中。楼梯柱详楼梯结构图。未注明构造柱均为GZ1，构造柱主筋上下均伸入梁内锚固。240x240GZ-14%%13114%%1308@200 240240KZ-1400x4008%%13116%%1308@100/200125275200200KZ-3400x4008%%13116%%1308@100/200275125125275KZ-2400x4008%%13116%%1306@100/200125275125275KZ-1125275200200KZ-5400x4008%%13116%%1308@100/200275125200200KZ-6400x4008%%13116%%1308@100/200125275200200KZ-4400x4008%%13116%%1308@100/200200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-4200200200200KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-5200200125275KZ-6200200275125KZ-6200200275125KZ-6200200275125KZ-6200200275125KZ-6200200275125KZ-1125275200200KZ-7400x4008%%13116%%1308@100/200125275200200KZ-8400x4008%%13116%%1308@100/200125275125275KZ-9400x4008%%13116%%1308@100/200125275125275KZ-7275125200200KZ-7275125200200KZ-2125275275125KZ-9275125275125注：3.2.1.楼梯间休息平台处KZ箍筋全柱加密%%1308@100。未标明柱位置均以轴线居中。楼梯柱详楼梯结构图。未注明构造柱均为GZ1，构造柱主筋上下均伸入梁内锚固。240x240GZ-14%%13114%%1308@200 2402402%%13118%%1308@100/200(2)KL1(3) 250x7504%%131184%%131184%%131184%%131184%%131204%%13120%%1308@75/150(2)250x4003%%131182%%13118%%1308@100/200(2)KL2(3) 250x7504%%131184%%131184%%131184%%131184%%131204%%13120%%1308@75/150(2)250x4003%%131182%%13116;3%%13116%%1308@100/200(2)KL7(9) 250x400 3%%131163%%131163%%131163%%131163%%131183%%131163%%131163%%131163%%131163%%13118(3%%13118)(3%%13118)4%%13122G4%%131122%%13118%%1308@100/200(2)KL3(3) 250x7504%%131184%%131184%%131184%%131184%%13120%%1308@75/150(2)250x4003%%13118(3%%13118)4%%13120%%1308@100/200(2)250x7504%%13120%%1308@100/200(2)N2%%13114250x7503%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%13116KL2(3)KL2(3)KL3(3)2%%13118%%1308@100/200(2)KL6(1) 250x7504%%131184%%13118%%1308@75/150(2)250x4003%%13118(3%%13118)4%%13120KL3(3)4%%13120 G4%%131122%%13116;2%%13116L1(1) 250x400%%1308@100/200(2)2%%13118%%1308@100/200(2)KL4(3) 250x7504%%131184%%131184%%131184%%131184%%131204%%13120 G4%%131122%%13116;3%%13116KL8(10) 250x400 %%1308@100/200(2)%%1308@75/150(2)250x4003%%13118(3%%13118)2%%13118%%1308@100/200(2)KL4(3) 250x7504%%131184%%131184%%131184%%131184%%131204%%13120 G4%%131123%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131162%%13116;3%%13116KL9(10) 250x400 %%1308@100/200(2)%%1308@75/150(2)250x4003%%13118(3%%13118)2%%13116;3%%13116KL10(10) 250x400%%1308@100/200(2)3%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131162%%13118%%1308@100/200(2)KL5(3) 250x7504%%131184%%131184%%131184%%131184%%13120%%1308@75/150(2)250x4003%%13118(3%%13118)1.未注明梁均居中布置。3.当梁腹高大于450(除已注明抗扭及构造筋的梁以外).2.图中框架次梁交主梁处，未表明附加箍筋均为6根，每侧3根，支数、箍筋大小同主梁。应在梁两侧面设置%%13212@200纵向构造筋。4.楼梯梁和梯柱搁置处梁每侧附加箍筋3根，支数、箍筋大小同主梁。注：2%%13118%%1308@100/200(2)KL1(3) 250x7504%%131184%%131184%%131184%%131184%%131204%%13120%%1308@75/150(2)250x4003%%131182%%13118%%1308@100/200(2)KL2(3) 250x7504%%131184%%131184%%131184%%131184%%131204%%13120%%1308@75/150(2)250x4003%%131182%%13116;3%%13116%%1308@100/200(2)KL7(9) 250x400 3%%131163%%131163%%131163%%131163%%131183%%131163%%131163%%131163%%131163%%13118(3%%13118)(3%%13118)4%%13122G4%%131122%%13118%%1308@100/200(2)KL3(3) 250x7504%%131184%%131184%%131184%%131184%%13120%%1308@75/150(2)250x4003%%13118(3%%13118)4%%13120%%1308@100/200(2)250x7504%%13120%%1308@100/200(2)N2%%13114250x7503%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%13116KL2(3)KL2(3)KL3(3)2%%13118%%1308@100/200(2)KL6(1) 250x7504%%131184%%13118%%1308@75/150(2)250x4003%%13118(3%%13118)4%%13120KL3(3)4%%13120 G4%%131122%%13116;2%%13116L1(1) 250x400%%1308@100/200(2)2%%13118%%1308@100/200(2)KL4(3) 250x7504%%131184%%131184%%131184%%131184%%131204%%13120 G4%%131122%%13116;3%%13116KL8(10) 250x400 %%1308@100/200(2)%%1308@75/150(2)250x4003%%13118(3%%13118)2%%13118%%1308@100/200(2)KL4(3) 250x7504%%131184%%131184%%131184%%131184%%131204%%13120 G4%%131123%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131162%%13116;3%%13116KL9(10) 250x400 %%1308@100/200(2)%%1308@75/150(2)250x4003%%13118(3%%13118)2%%13116;3%%13116KL10(10) 250x400%%1308@100/200(2)3%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131162%%13118%%1308@100/200(2)KL5(3) 250x7504%%131184%%131184%%131184%%131184%%13120%%1308@75/150(2)250x4003%%13118(3%%13118)1.未注明梁均居中布置。3.当梁腹高大于450(除已注明抗扭及构造筋的梁以外).2.图中框架次梁交主梁处，未表明附加箍筋均为6根，每侧3根，支数、箍筋大小同主梁。应在梁两侧面设置%%13212@200纵向构造筋。4.楼梯梁和梯柱搁置处梁每侧附加箍筋3根，支数、箍筋大小同主梁。注：2%%13118%%1308@100/200(2)WKL1(3) 250x7504%%131184%%131184%%131184%%131184%%131204%%13120%%1308@75/150(2)250x4003%%131182%%13118%%1308@100/200(2)WKL2(3) 250x7504%%131184%%131184%%131184%%131184%%131204%%13120%%1308@75/150(2)250x4003%%131182%%13116;3%%13116%%1308@100/200(2)WKL7(9) 250x4003%%131163%%131163%%131163%%131163%%131183%%131163%%131163%%131163%%131163%%13118(3%%13118)(3%%13118)4%%13122G4%%131122%%13118%%1308@100/200(2)WKL3(3) 250x7504%%131184%%131184%%131184%%131184%%13120%%1308@75/150(2)250x4003%%13118(3%%13118)4%%13120%%1308@100/200(2)250x7504%%13120%%1308@100/200(2)N2%%13114250x7503%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%13116WKL2(3)2%%13118%%1308@100/200(2)WKL6(1) 250x7504%%131184%%13118%%1308@75/150(2)250x4003%%13118(3%%13118)4%%131204%%13120 G4%%131122%%13116;2%%13116L1(1) 250x400%%1308@100/200(2)2%%13118%%1308@100/200(2)WKL4(3) 250x7504%%131184%%131184%%131184%%131184%%131204%%13120 G4%%131122%%13116;3%%13116WKL8(10) 250x400%%1308@100/200(2)%%1308@75/150(2)250x4003%%13118(3%%13118)2%%13118%%1308@100/200(2)WKL4(3) 250x7504%%131184%%131184%%131184%%131184%%131204%%13120 G4%%131123%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131162%%13116;3%%13116WKL9(10) 250x400%%1308@100/200(2)%%1308@75/150(2)250x4003%%13118(3%%13118)2%%13116;3%%13116WKL10(10) 250x400%%1308@100/200(2)3%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131163%%131162%%13118%%1308@100/200(2)WKL5(3) 250x7504%%131184%%131184%%131184%%131184%%13120%%1308@75/150(2)250x4003%%13118(3%%13118)1.未注明梁均居中布置。3.当梁腹高大于450(除已注明抗扭及构造筋的梁以外).2.图中框架次梁交主梁处，未表明附加箍筋均为6根，每侧3根，支数、箍筋大小同主梁。应在梁两侧面设置%%13212@200纵向构造筋。4.楼梯梁和梯柱搁置处梁每侧附加箍筋3根，支数、箍筋大小同主梁。注：详1#楼梯大样图2.卫生间楼面比其他同层楼面标高低下50，楼板有高差处，钢筋微弯处理。1.未注明处板厚均为120。注：详1#楼梯大样图详1#楼梯大样图2.卫生间楼面比其他同层楼面标高低下50，楼板有高差处，钢筋微弯处理。1.未注明处板厚均为120。注：1.未注明处板厚均为120。注：WKL3(3)WKL2(3)WKL3(3)PTL-1PTL-1PTL-1PTL-2PTL-2PTL-2TL2TL2TL23600360036003600450120180011X300=330021601207500TZ1TZ1TZ1900TB1%%1308@250%%1308@250%%13110@150%%1308@250%%13110@150%%1308@250%%13110@150TB1TB1TB1TB1%%13110@150%%1308@250%%1308@250120175016017501203900120216011X300=330018001207500120216011X300=330018001207500上下120175016017501203900120216011X300=330018001207500120216011X300=330018001207500下上120175019101203900120216051001207500120216051001207500AATL-2TL-2TL2TL2TL2TL1PTL-1%%1328@200%%13110@150%%1328@200%%1328@200%%1328@200%%13110@150%%1328@200%%1328@200t=120t=120TL-1TB1TB1TB1TB1TB1TB1PTL-1%%1328@200%%13110@150%%1328@200%%1328@200%%1328@200%%13110@150%%1328@200%%1328@200TL-2TL-2t=120t=120TZ1TZ1TZ1TZ1TZ1TZ1TZ1TZ1TZ1TZ1PTL-2PTL-2PTL-2PTL-21001001:202%%1308%%1306@2002501:20125125TZ14%%13116%%1308@100TZ由基础(框架梁)内纵出至上一层楼层梁底L=3600400250TL11:203%%131142%%13114%%1308@200L=3600400250TL21:203%%131142%%13114%%1308@200L=3600L=3600400PTL-11:202%%13114PTL-2%%1308@1501:203%%131142502504003%%13114%%1308@2003%%13114-0.03010.7708.9707.1705.3703.5701.7708.9705.3701.7708.9705.3701.770%%1328@150750%%1328@200%%1328@150%%1328@150%%1328@150750%%1328@20010509509509509501050%%1328@150%%1328@150%%1328@200%%1328@200750%%1328@200%%1328@200%%1328@200%%1328@200950950%%1328@200650650%%1328@200%%1328@2009509501050%%1328@150%%1328@1501050%%1328@200%%1328@200%%1328@2001050950950%%1328@200%%1328@200%%1328@200%%1328@200950950%%1328@200%%1328@200%%1328@2001050%%1328@200%%1328@200%%1328@200%%1328@200650650950950%%1328@150950950%%1328@2001050%%1328@2009501050%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200650650950950%%1328@150950950%%1328@2001050%%1328@2009501050950950%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200650650950950%%1328@150950950%%1328@2001050%%1328@200950950%%1328@1501050950950%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200650650950950%%1328@150950950%%1328@2001050%%13Βιβλιοθήκη Baidu8@200950950%%1328@1501050950950%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200650650950950%%1328@150950950%%1328@2001050%%1328@200950950%%1328@1501050950950%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200650650950950%%1328@150950950%%1328@2001050%%1328@2009501050%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200650650950950%%1328@150950950%%1328@2001050%%1328@2009501050950950%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200650650950950%%1328@150950950%%1328@2001050%%1328@200950950%%1328@1501050950950%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@2001050%%1328@1501050%%1328@150750%%1328@200%%1328@150750%%1328@200%%1328@150%%1328@150%%1328@150750%%1328@20010509509509509501050%%1328@150%%1328@150%%1328@200%%1328@200750%%1328@200%%1328@200%%1328@200%%1328@200950950%%1328@200650650%%1328@200%%1328@2009509501050%%1328@150%%1328@1501050%%1328@200%%1328@200%%1328@2001050950950%%1328@200%%1328@200%%1328@200%%1328@200950950%%1328@200%%1328@200%%1328@2001050%%1328@200%%1328@200%%1328@200%%1328@200650650950950%%1328@150950950%%1328@2001050%%1328@2009501050%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200650650950950%%1328@150950950%%1328@2001050%%1328@2009501050950950%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200650650950950%%1328@150950950%%1328@2001050%%1328@200950950%%1328@1501050950950%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200%%1328@200650650950950%%1328@150950950%%1328@2001050%%1328@200950950%%1328@1501050950950%%1328@200%%132

某中学教学楼全套建筑施工图（含设计说明）

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某地教学楼全套设计图(含设计说明)

底层平面图1:100-0.450%%1280.0003.4006.80010.20013.60017.000I-I剖面图1:100北21.500上下%%1280.000北立面图1:100-0.450%%1280.0006.8003.40010.20017.00013.60021.500屋面排水图1:1001:201:201:201:201:201:203%3%3%3%3%3%3%3%3%南立面图6.8001:100%%1280.000-0.4503.40010.20013.60017.00021.500M-1C-3FM-1教室C-3FC-5C-3FM-1教室C-3FC-5C-3FM-1M-1办公室C-3F男厕女厕C-2C-2M-1M-1C-5教室M-1C-5M-1M-1教室C-5M-1教室M-1C-5M-1教室C-4M-1C-3M-1C-4教室C-3M-1C-4C-4M-1M-1教室C-1C-1C-1C-1C-4C-3C-4M-1教室C-3M-1C-4C-4M-1教室C-1C-1C-2aC-1C-1二至四层平面图1:100北10.2006.8003.400办公室办公室广播室见皖91J90423拖布池男厕女厕110见皖91J904C-2b六层平面图M-11:100C-5M-1M-1M-1C-5M-1北17.000M-1'休息室M-1'C-2b报告厅排练厅C-3'FC-3'FC-3'FC-3'FC-3'FC-3'F踏步高141.7上下教室C-3FM-1C-5C-5教室C-3FC-3FM-1M-1C-3FC-3FM-1M-1M-1上M-1C-5办公室C-3FM-3女厕M-3男厕C-4C-4教室M-1讲台详建施10共40块M-1C-3教室C-2C-2C-1C-1M-1M-1C-5C-5M-1M-1教室C-4C-4教室M-1M-1C-3C-4教室C-4教室C-3M-1M-1M-1M-1C-5M-1C-4C-4教室上踏步高141.7M-1教室C-3C-1C-1C-1C-1C-1C-1踏步高141.7R2375踏步高141.7C-3FC-5M-1C-3FC-3FC-3FC-3FC-3F办公室踏步高141.7R2375C-5M-1M-1下M-1M-1C-5M-1上M-1C-4C-2M-1办公室一C-4C-4C-4C-2C-2C-1C-1C-1C-1M-1C-5C-4C-4M-1会议室下上踏步高141.7C-1C-1C-2aC-1C-1C-2bC-2bC-2bC-2bC-2bC-2bC-2bC-2bC-2bR2375踏步高141.7下R180017.000踏步高141.7C-3'FC-6FC-6'FC-6FC-6F17.12017.24017.36017.48017.60017.72017.84017.96017.00017.00017.960上踏步高137.1M-1'下17.93017.930M-1M-1C-2办公室一M-1办公室二办公室二五层平面图1:100北13.600办公室办公室M-5M-5M-2'M-2'M-2M-4M-4C-3FM-4M-1准备室男厕拖布池女厕M-432见皖91J90413.570塑料隔断11013.57013.600门洞高2100门洞高2100下R2375踏步高20021.400上M-6R2375楼梯间屋面M-2M-2M-2C-5M-222.30024.600东立面图1:100-0.450%%1280.0003.4006.80013.60010.20017.00024.60022.30021.50022.300141.7X12141.7X12141.7X12141.7X12141.7X12141.7X12141.7X12141.7X12141.7X12141.7X12-0.4503.380%%1280.00010.1806.78017.00013.58021.50022.30019202120260X11=28606900270013.5803.3806.78010.1801.7005.1008.50011.90015.3003.400%%1280.00010.2006.80017.00013.6003.38010.1806.78013.5802005002100600230060060040070060030002005002100600200210050020050010002800450-0.450%%1280.0003.4006.80013.60010.20017.00022.30021.500-0.450%%1280.0003.4006.80013.60010.20017.00022.30021.500%%1280.000-0.4506.8003.40010.20017.00013.60021.50022.30024.600500600200400700600280010009009009009009001800750195022.300西立面图1:1003.400%%1280.000-0.45017.00010.2006.80013.60021.50022.30090090090090090075019501800-0.4503.400%%1280.0006.80010.20013.60017.00021.50022.3003000200500600210020050060021002005006002100200500600230040070060028001000450%%1280.000-0.4503.4006.80010.200II-II剖面图1:100%%1280.0003.4006.80010.2003.3806.78010.180%%1280.000-0.4503.3806.78010.18017.00013.60021.50022.30017.00013.60013.58017.00013.58021.50022.30069002700690027003.400%%1280.000-0.45010.2006.800III-III剖面图1:10017.00013.60021.5003679125254300X11=330055050060020020020024.60060011001100600600110060011006001100180060021001.7005.1008.50011.90015.30019.40060021.40017001700141.7X12141.7X12141.7X12141.7X1217001700141.7X12141.7X1217001700141.7X12141.7X1217001700141.7X12141.7X1217001700200X12200X1224002400%%1280.0006.8003.40013.60010.20017.00021.800建筑电气给排水结构暖通42860X19502100X17503000X17501800X17501800X1400洞口尺寸2700X17501000X26501800X26501400X26501200X900900X2100附注: 1 除特别注明外,普通窗玻璃均采用5mm厚普通平板玻璃2 所有一层窗均应设防盗设施 ,施工中根据所定产品预埋配件.3 塑钢门窗构造做法参见皖89J706图集，85系列门窗4、楼地面一、本项施工图设计依据：三、建筑构造及施工要求：2、门窗1、墙体3 . 散水.台阶钢6.1 墙面6、内粉刷 6.3 平顶7、油漆8、屋面作法5.4 外墙饰面色彩见效果图，在施工前须做小样，待甲方认可后方可施工。7.2 其它露明金属构件应刷防锈漆后刷调和漆两道。栏板扶手颜色为红色。7.1 楼梯扶手：底油一度，满刮腻子，刷油色，清漆二度。附：参考图集《饰面》皖93J301《室外工程》皖91J307《百度文库浴配件．水池》皖91J9048.2 屋面避雷带见电气专业图纸。3、所有预埋木砖均经防腐处理。 2、凡有预留洞，预埋件及安装管线设备等，各专业施工单位应4.3 卫生间应在地漏周围1.0米范围内作1%坡度坡向地漏，地漏铁蓖不得c其它房间、走廊、楼梯均为水磨石楼地面 ,高出楼面，与地面或楼面结合处边缘要整齐。5.1 外墙面为外墙涂料。4.4 a卫生间为地砖楼地面，5、外墙装修做法见皖93J3011871313四、其他 1、本楼建筑面积6970M ,层数六层，为框架结构体系。结的埋件材料规格由制造商根据本设计条件负责提供，并配合施工。应根据所处部位的装修材料留出相应的装修面层厚度。施工时按照具体情况增加或减少垫层厚度。2.2 本设计所注门窗尺寸均为洞口尺寸，门窗分格为外视图，施工时，2.3 门窗五金配件除特殊要求外，一律按预算定额配齐。4.1 在装修表中如所选做法与实际装修厚度不符时，均以楼面标高为准，4.2 在同一楼面中采用不同颜色或材料时，一般宜在门扇下分界，要求界2.1 门窗选型详见门窗表，门窗窗框型材规格、玻璃厚度以及与墙柱联1.3 所有阳角(2000高度以下)均做1：2水泥砂浆角，宽度每边60，3.2 砼踏步室外台阶 ,做法见皖91J3072.4 卫生间窗玻璃采用磨砂玻璃。3.1 砼散水600宽 ,做法见皖91J307限整齐而平整。32 1.1 标准空心水泥砌块砖轻质墙体2 1.有关政府部门批准的扩初设计。 2.国家与安徽省现行的有关技术规范、规程。1.2 墙体留洞应与各专业图纸配合。做法由甲方自理.67《SBS改性沥清卷材防水构造》皖93J204 密切配合土建施工，避免疏漏造成返工，影响质量。《民用木门》皖95J609《楼梯建筑配件》皖94J401《屋面》皖92J2017. 钢筋混凝土屋面板屋面雨水管及外廊落水管均为外径%%c110UPVC管。 b卫生间内墙面(2米高以下) :瓷砖墙面(200X300),a内墙面：白色乳胶漆墙面 ,做法见皖93J301 c走廊、楼梯间900高以下墙面 :瓷砖墙面 ,做法同上。2. 喷塑网架。3. 1:3水泥砂浆找平层20厚2. 基层处理剂8.1 屋面作法 :（不上人平屋面）5. 乳化沥清两遍隔气层6. 1:3水泥砂浆找平层20厚1. 3厚高聚物改性沥青防水卷材.4. 1:10膨胀珍珠岩保温层(最薄处30厚)防水等级级板底乳胶漆顶,做法见皖93J3012482213320M-3'木门钢门M-4塑窗TCC-6FC-5M-2M-1C-4C-35.3 外墙%%p0.000以下做1：3水泥砂浆勒脚。设计说明设计编号防类型C-2C-1立面详建施1021X46X48X44X421X41X4162625弹簧门立面详建施10立面详建施10立面详建施10C-1(C-5)窗立面洞口尺寸M-4门立面M-3(M-5)门立面洞口尺寸洞口尺寸洞口尺寸洞口尺寸门窗表一至四层2X41X38X4五层六层数量参考图集立面详建施10立面详建施10立面详建施10备注在外侧均附加防盗格栅(分格尺寸1000左右)做法见皖93J30161215B6做法见皖93J301(2米高以上)：白色乳胶漆墙面 ,做法同上。900高以上墙面 :白色乳胶漆墙面 ,做法同上。924土红色高级外墙涂料白色高级外墙涂料白色高级外墙涂料土红色高级外墙涂料白色高级外墙涂料红色油漆钢管扶手白色色高级外墙涂料土红色高级外墙涂料土红色高级外墙涂料白色高级外墙涂料白色色高级外墙涂料土红色高级外墙涂料白色高级外墙涂料白色高级外墙涂料8.2 网架屋面作法 :（用于报告厅）1. EPS彩色夹心钢板屋面。7510321653832140总计41229002900C-2a1500X1750 14811412砖隔断大便槽7高窗上口与梁底齐1200120015001560120015101200120012001850900讲台MU10砖,M2.5砂浆砌筑空心砖砌200高1:5020厚1：2水泥砂浆抹面面层随地面黑板成品金属黑板，甲方自理4000R100见皖91J904(踏步为缸砖面层)(隔断为磁砖面层)小便槽5见皖91J904500水池见皖91J904192C仿皖91J904盥洗池1C24600600讲台详建施10共40块见皖91J904成品水池大理石台面21.50021.50021.50021.40021.4007501750750175075017501750750750175017507507501750175075017507501750750水箱3.3806.78010.180-0.0201:201%%C60钢管(外刷红漆) %%C40钢管(外刷红漆) 80X80予埋钢板@500)415017001700850850170017001700170085084008400840017.96017.84017.72017.60017.48017.36017.24017.12017.00013.60017.00022.30021.50075017509007501950180027006900IV-IV剖面图1:10055055082010008201000820100082010001101000M-3M-3木扶手，金属栏杆皖94J4017M2-0.020白色高级外墙涂料21021:203.38030宽红色凹线木扶手，金属栏杆皖94J4017M2木制讲台200高，由甲方自理雨水管雨水管地漏0.5%0.5%0.5%0.5%0.5%0.5%雨水管0.5%0.5%地漏雨水管0.5%0.5%0.5%0.5%雨水管雨水管36902%2%2%2%2%2%2%2%2%9001:2021.4003密封材料水泥钉26#镀锌铁皮密封材料1033102%2%2%2%26#镀锌铁皮21.50041:20密封材料水泥钉密封材料26#镀锌铁皮21.400(21.500)51:20密封材料水泥钉密封材料6()104105106105预埋铁件,按网架支座要求设置待屋面安装后用砼封堵薄钢板封C型堵做吊顶C型檩EPS板网架22.30021.40021.50071:20107710泰柏板轻质隔墙泰柏板轻质隔墙洞口尺寸洞口尺寸C-2(C-2a)窗立面洞口尺寸洞口尺寸C-2a(C-4)窗立面洞口尺寸C-2窗立面洞口尺寸洞口尺寸洞口尺寸洞口尺寸C-6窗立面C-2b1800X19501212C-3'F1500X195077C-6'F2100X195011窗台高900窗台高9006007002100200500450300060021002100200500600200600500230050020060040010002800TCTC底层窗在外侧附加防盗格栅底层窗在外侧��

扬州市某中学2900平米3层框架结构教学楼建筑设计CAD图纸

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某地区某中学教学楼设计cad全套建筑图

楼梯间下上定审核计设校对图号日期比例工程名称建设单位设计编号审专业负责项目负责西藏有道建筑设计有限公司建筑电气给排水结构暖通一层平面图男卫1:100上化学实验室化学实验室女卫二层平面图1:100课室走廊课室课室课室大厅走廊楼梯间走廊立面图1:100300300300300450450450男卫课室课室走廊课室课室走廊生物实验室生物实验室走廊女卫课室办公室男卫课室课室1:100三层平面图走廊课室课室课室走廊生物实验室办公室物理实验室走廊女卫课室男卫课室走廊四层平面图1:100走廊课室课室课室办公室物理实验室走廊物理实验室女卫屋顶平面图1:100-0.600+0.0004.2008.10012.00015.90017.30019.70021.80017.30019.70019.72019.84020.07020.34020.86021.27021.56021.73021.80019.70021.8004.200+0.000-0.60012.0008.10021.80017.30015.900-0.600+0.0004.2008.10012.00015.90017.3004.200+0.000-0.60012.0008.10017.30015.9004.200+0.000-0.60012.0008.10017.30015.9004.200+0.000-0.60012.0008.10017.30015.90021.800~1:100立面图~~1:100立面立面1:100~1:100剖面图~楼梯间楼梯间上楼梯间楼梯间楼梯间41注:散水设变形缝散水见西南J812枫叶红花岗石 46 踏步见西南J812参西南J112外墙变形缝393423参西南J112内墙变形缝楼地面变形缝见西南J312849-0.020-0.600%%P0.0004.2004.18015.900(结构标高)屋面变形缝 145参西南J212-1 4.1808.0808.08011.98011.980300300300300450450450+0.0002.1004.2006.1508.10012.00015.900建筑设计说明%%C150U-PVC玻璃幕墙与楼板.外墙间缝隙用岩棉填塞密实外露铁件（除标注外）刷防锈漆一道.银粉二道所有卫生间均比同层楼（地）面低 ,并按向地漏放坡雨水管采用管及相关配件所有木件油漆做法参西南并由生产厂家及销售安装方配合土建施工楼梯栏杆及扶手详二装%%P0.000本工程标高由现场确定.总建筑面积（新建）：建筑分类和耐火等级：<<500x1000内装修：详室内装修表本工程设计图纸所注尺寸,标高以米为单位,其余均以毫米为单位.本工程在施工过程中各专业须密切配合,如有问题请会同本院共同解决,不得随意变更.本工程施工须遵照国家现行有关施工及验收规范进行.本工程有关主管部门关于"拉萨国税局办公楼"工程设计的批复,拉萨市土地规划局划定的"拉萨国税局办公楼"用地红线图,国家及自治区现行有关设计与施工法规.规范.甲方关于本工程施工图设计的委托书,镶挂石材部分墙体为两层空心砖间隔一层实心砖砌筑,砖标号不变.凡装修工程材料选用及做法均须符合设计要求,如有疑义须由甲方.设计方及施工方三方商定并现场做样后再定.本工程系钢筋混凝土框架结构,墙体除标注外均采用厚水泥空心预制砖. 水泥砂浆砌筑,屋面（自上而下做法）：6025钢筋混凝土屋面板15不锈钢复合碳钢网架, 有防火要求（由专业公司设计与施工）浅灰色外墙喷涂,做法详西南室外附属工程及装修做法详见各相关图纸标注.带保护层防水卷材一道（做法详生产厂家说明）浅绿色半隐框玻璃幕墙（厚现代绿镀膜玻璃.西飞产系列龙骨,由专业公司设计与施工）100x100所有电梯均以"上海三菱"无机房系列为参照进行设计，具体选型最终由甲方所有窗立墙中,内门与开启方向粉刷面平.凡未标注之门垛尺寸均距墙边雨蓬.外墙出线.飘板.女儿墙压顶均做滴水线（做法详"西南标"相关部分）外装修：外墙：1:2:其它：屋面外屋面外外外1:3:4:2:建筑规模：二类二级工程做法：设计依据：Mu7.56100M (其中办公楼 M,服务中心 M ) J302-3511301%浅灰色抛光花岗石板干挂J516-5301厚水泥砂浆找平层厚（最薄处）水泥膨胀珍珠岩按找坡浅灰色仿石面砖,做法详西南厚水泥砂浆找平层1:2.51:3APP1:66>>245362003%J516-54071502100确定, 15642M56500x34003000x3000900x2100800x18001400x21001800x27001500x2100800x21001200x2100900x2100洞口尺寸4200x3400宽x高(mm*mm)1500x2100一层外窗加轻钢防护栅栏1800x2100注: 铝合金门窗选用西飞产系列白色铝合金. 厚浅蓝绿色玻璃.防滑地砖600x600(踏步带防滑条)未注明的详二次装修编号走廊,电梯间办公室.会议室房间名称门卫生间楼梯间M65M12M10M11M7M9M87110114数量M2a M0M2M1M4M5M31511121565详立面部位地砖抛光砖面层90选用过梁编号做法楼 . 地面J312-3183J312-3181J312-3183J312-3181J312-3183西南西南西南西南西南4200x20502500x20504200x23502500x27002400x2650宽x高(mm*mm)1500x15001500x21001500x26002500x23501800x23002500x26001800x2600J312-3291J515-N12J312-3291做法C2015C23C22C214200x21002500x21001800x21001122乙级防火门乙级防火门实木门甲级防火门距地180夹板门防火卷帘门乙级防火门全玻双面地簧门门窗表备注乙级防火门全玻双面地簧门实木门做法墙裙.踢脚线室内装修表J312-3187J312-3187120面层釉面砖（高）釉面砖120（高）西南西南C19C18C17C16C15C14C13C12C11C10C4C5C6C7C8C9面层白乳胶漆釉面砖（高至吊顶）白乳胶漆编号窗C1C2C3详立面1500x20501800x20501800x21001500x23501800x27001800x2350洞口尺寸详立面101624241112210410数10量7123111内墙(柱)面参西南参西南参西南现场制作铝合金窗玻璃幕墙J515-P12b备注现场制作铝合金窗常规做法（高3.0米）选用过梁编号U型龙骨40系列烤漆龙骨铝合金微孔板纸面石膏板面层吊顶（顶棚）参西南做法同内墙面锅炉房及采暖系统由专业公司二次设计2.10.6.8.7.5.4.3.9.(2)十.1.3.(1)4.四.六.七.八.九.五.2.1.二.三.1.2.3.4.一.建筑设计说明%%C150U-PVC玻璃幕墙与楼板.外墙间缝隙用岩棉填塞密实所有卫生间均比同层楼（地）面低 ,并按向地漏放坡雨水管采用管及相关配件所有木件油漆做法参西南楼梯栏杆及扶手详二装%%P0.000本工程标高由现场确定.总建筑面积（新建）：建筑分类和耐火等级：<<500x1000内装修：详室内装修表本工程设计图纸所注尺寸,标高以米为单位,其余均以毫米为单位.本工程在施工过程中各专业须密切配合,如有问题请会同本院共同解决,不得随意变更.本工程施工须遵照国家现行有关施工及验收规范进行.本工程有关主管部门关于"拉萨国税局办公楼"工程设计的批复,拉萨市土地规划局划定的"拉萨国税局办公楼"用地红线图,国家及自治区现行有关设计与施工法规.规范.甲方关于本工程施工图设计的委托书,镶挂石材部分墙体为两层空心砖间隔一层实心砖砌筑,砖标号不变.凡装修工程材料选用及做法均须符合设计要求,如有疑义须由甲方.设计方及施工方三方商定并现场做样后再定.本工程系钢筋混凝土框架结构,墙体除标注外均采用厚水泥空心预制砖. 水泥砂浆砌筑,屋面（自上而下做法）：6025钢筋混凝土屋面板15不锈钢复合碳钢网架, 有防火要求（由专业公司设计与施工）浅灰色外墙喷涂,做法详西南室外附属工程及装修做法详见各相关图纸标注.带保护层防水卷材一道（做法详生产厂家说明）浅绿色半隐框玻璃幕墙（厚现代绿镀膜玻璃.西飞产系列龙骨,由专业公司设计与施工）100x100所有窗立墙中,内门与开启方向粉刷面平.凡未标注之门垛尺寸均距墙边雨蓬.外墙出线.飘板.女儿墙压顶均做滴水线（做法详"西南标"相关部分）2.6.7.5.4.3.(2)十.1.3.(1)4.四.六.七.八.九.五.2.1.二.三.1.2.3.4.外装修：外墙：1:2:其它：屋面外屋面外外外1:3:4:2:建筑规模：二类二级工程做法：一.设计依据：Mu7.56100M (其中办公楼 M,服务中心 M ) J302-3511301%浅灰色抛光花岗石板干挂J516-5301厚水泥砂浆找平层厚（最薄处）水泥膨胀珍珠岩按找坡浅灰色仿石面砖,做法详西南厚水泥砂浆找平层1:2.51:3APP1:66>>245362003%J516-5407150210015642M54200x20502500x20504200x23502500x27002400x2650宽x高(mm*mm)1500x15001500x21001500x26002500x23501800x23002500x26001800x2600J312-3291J515-N12J312-3291做法6500x34003000x3000900x2100800x18001400x21001800x27001500x2100800x21001200x2100900x2100洞口尺寸4200x3400宽x高(mm*mm)1500x2100一层外窗加轻钢防护栅栏1800x2100注: 铝合金门窗选用西飞产系列白色铝合金. 厚浅蓝绿色玻璃.防滑地砖600x600(踏步带防滑条)未注明的详二次装修编号走廊,电梯间办公室.会议室房间名称门卫生间楼梯间M65M12M10M11M7M9M87110114数量M2a M0M2M1M4M5M31511121565详立面部位地砖抛光砖面层C201905C23C22C214200x21002500x21001800x21001122乙级防火门乙级防火门实木门甲级防火门距地180夹板门防火卷帘门乙级防火门全玻双面地簧门门窗表备注乙级防火门全玻双面地簧门实木门做法墙裙.踢脚线室内装修表J312-3187J312-3187选用过梁编号做法楼 . 地面J312-3183J312-3181J312-3183J312-3181J312-3183西南西南西南西南西南120面层釉面砖（高）釉面砖120（高）西南西南C19C18C17C16C15C14C13C12C11C10C4C5C6C7C8C9面层白乳胶漆釉面砖（高至吊顶）白乳胶漆编号窗C1C2C3详立面1500x20501800x20501800x21001500x23501800x27001800x2350洞口尺寸详立面101624241112210410数10量7123111内墙(柱)面参西南参西南参西南现场制作铝合金窗玻璃幕墙J515-P12b备注现场制作铝合金窗常规做法（高3.0米）选用过梁编号U型龙骨40系列烤漆龙骨铝合金微孔板纸面石膏板面层吊顶（顶棚）参西南做法同内墙面锅炉房及采暖系统由专业公司二次设计外露铁件（除标注外）刷防锈漆一道.银粉二道并由生产厂家及销售安装方配合土建施工所有电梯均以"上海三菱"无机房系列为参照进行设计，具体选型最终由甲方10.8.9.确定, 参西南J515312玻璃黑板楼地面变形缝见西南J312参西南J515预制板讲台344 实验室讲台参西南J515137玻璃黑板参西南J515231下4步350*150下4步300*150水冲沟槽式厕所参西南J5171a40小便槽参西南J517239参西南J517482a单面洗台参西南J5172a48单面洗台参西南J517401a水冲沟槽式厕所内墙变形缝参西南J11234249楼地面变形缝见西南J3128内墙变形缝参西南J11234249楼地面变形缝见西南J3128内墙变形缝参西南J11234249楼地面变形缝见西南J3128参西南J516雨蓬22参西南J515水泥黑板230水泥黑板302参西南J515LC4LC4LC4LC6LC4LC4LC4LC8LC8LC11LC11LC11LC11LC11LC11LC13LC15LC15LC15LC13LC13LC15LC15LC15LC15LC15LC15LC15LC15LC13LC13LC13LC13LC13LC13LC13LC5LC5LC5LC7LC5LC5LC5LC9LC10LC10LC10LC9LC12LC12LC12LC12LC12LC12LC3LC14LC14LC16LC16LC16LC14LC14LC16LC16LC16LC16LC16LC16LC16LC16LC14LC14LC14LC14LC14LC14LC14LC14LC3LC5LC14LC16LC16LC5LC5LC5LC16LC16LC7LC14LC14LC16LC5LC16LC5LC9LC16LC10LC10LC16LC16LC10LC9LC16LC16LC12LC12LC12LC14LC14LC12LC12LC14LC14LC14LC12LC14LC14LC14LC3LC17LC14LC16LC16LC5LC16LC16LC18LC14LC14LC16LC5LC16LC5LC19LC16LC20LC20LC16LC16LC20LC19LC16LC16LC12LC12LC12LC14LC14LC12LC12LC14LC14LC14LC12LC14LC14M1M1M1M2M3M4M3M3M3M3M3M3M3M3M3M3M3M4M4M3M3M3M3M3M3M3M3M3M3M3M3M3M3M3M4M3M3M3M3M3M3M3M3M3M3M3M3M3M3M3M3M3M3M3M4M3M3M3M3M3M3M3M3M3M3M3M3LC3LC3下LC8LC9LC9LC9上10步9x280=2520上14步13x300=39001:1001#楼梯一层平面图1:1001:100二层平面图1:1001:100三层平面图1:1001:100四层平面图LC34.2002.1006.1508.10010.05012.000三层平面图2#楼梯一层平面图1:100二层平面图1:1001:100四层平面图1:1001:1001:1001:1004.2008.10012.000屋顶层平面图1:1001:10015.90021.80019.70019.10019.10019.70019.10019.1003%3%参西南J212-1 分格缝13-参西南J212-1 分格缝13-参西南J212-1 泛水213参西南J212-1 泛水213参西南J212-12出水口462%2%2%2%2%5%出水口参西南J212-14620.5%0.5%0.5%0.5%0.5%0.5%246参西南J212-1出水口0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%1%1%2%2%屋面变形缝 145参西南J212-1 大课室15.90016.50016.00016.10016.20016.30016.40016.500下4步300*150下4步300*15015.900走廊(结构标高)15.9001%1%17.30019.10017.30019.100M2M3外1外2外2外1外1外2外1外2外2外1外1外21201100 1:20(15.300)(11.700)8.100 1:20(10.050)(6.150)2.100(13.950)2505504406180340150300 1:2018.90020.400_C7AC10B7D7E7 1:20150300 1:20 1:2017.30017.300 1:2012步14步14步13步西藏有道建筑设计有限公司建筑施工图设计交通设计院职工周转房2003.5LC21LC22LC23LC24LC22LC23LC25铝合金门窗大样（部分）外1外3外3外3外3外3外3外2外1外3外2外3M3M3见建施 6/7 踏步见西南J812枫叶红花岗石 64见建施见建施见建施见建施见建施10/10IIM4M4M4LC17LC171:2041见建施3003003003004504504504c50参西南J517拖布池8.100上下上下下3003003003004504504502%2%2%2%2%1%1%1%1%1%1%1%1%251参西南J212-1屋面出入口屋面出入口251参西南J212-112.000上下下上下4.0005.1003.6003.90013步10.05013步13步13.95013步13步N341金属楼梯栏杆参西南J412523b 楼梯间护窗栏杆参西南J412上下上下上下上上上14步13x300=39002.100上下上下下上6.15010.05013.950下A2A2A2A2A2A2A2A2A2西南地区通用民用建筑配件图集区院统一详图西南JXXXTXI~I剖面图楼梯.节点详图8~ 立面图9复用图集1-081-09建筑设计说明门窗表231一层平面图二层平面图5476四层平面图三层平面图屋顶平面图~ 立面图1112103-1-建施-01-02-031111-07-04-05-06院标西南标幅2001.3深圳市建筑设计研究总院图纸名称号序拉萨分院项目阶段设计复用设计数张本项设计编号日期图纸目录拉萨旅游文化步行街编号图纸目录施工图校对1 区备注图共页第页11建设单位本项设计图纸名称拉萨分院号深圳市建筑设计研究总院序备注幅数图张校对共页第页复用设计项目日期阶段设计深圳市建筑设计研究总院中国专业人士的网络家园；因为专业，所以完美市场部：ivpmarket@service.netease.com 技术部：ivptech@service.netease.com网易 NetEase电气在线 www.Cdqzx.com编辑部：ivpinfo@service.netease.com==中国专业人士的网络家园；因为专业，所以完美市场部：ivpmarket@service.netease.com 技术部：ivptech@service.netease.com网易电气在线电气设计信息网 www.gotocad.com编辑部：ivpinfo@service.netease.com==中国专业人士的网络家园；因为专业，所以完美市场部：ivpmarket@service.netease.com 技术部：ivptech@service.netease.com网易土木在线电气设计信息网 www.gotocad.com编辑部：ivpinfo@service.netease.com==中国电气行业网络家园；因为专业，所以完美市场部：ivpmarket@service.netease.com 技术部：ivptech@service.netease.com网易 NETEASE 网易－电气 co.163.com编辑部：ivpinfo@service.netease.com==中国电气行业网络家园；因为专业，所以完美市场部：ivpmarket@service.netease.com 技术部：ivptech@service.netease.com网易 NETEASE 网易－电气 co.163.com编辑部：ivpinfo@service.netease.com==编辑部：ivpinfo@service.netease.com本图纸由浩辰ICAD软件提供技术支持网易电气 co.163.com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@service.netease.com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 co.163.com网易 NETEASE 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某中学教学楼全套建筑方案施工图

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某地区教学楼全套建筑平面图

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长春市某中学4600平米4层框架结构教学楼平立剖面设计CAD图纸

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NETEASE 网易建筑 co.163.com中国建筑行业网络家园；因为专业，所以完美本图纸由浩辰ICAD软件提供技术支持编辑部：ivpinfo@service.netease.com

某中学框架结构教学综合楼建筑施工图

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某框架教学楼结构设计图

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辽宁某中学教学楼全套建筑设计CAD施工图

教室教室通道-1.100教室门卫教室一层平面图1:100二层平面图1:100教室教室教室3.600教室1:100三.四层平面图教室教室教室教室7.2001:100五层平面图教室教室教室教室14.4001辽94J804794J804辽教室教室%%P0.0003.6007.20010.80014.40017.900剖面图1-11:100-0.4501.0002.8004.6006.4008.20010.00011.80013.60015.40017.200-0.4501.0002.8004.6006.4008.20010.00011.80013.60015.40017.2002-2剖面图1:100-0.450-0.4503.600%%P0.0002.8007.2008.2006.4004.60014.40013.60011.80010.00010.80017.20015.40017.900上上3918.55018.55022.15022.150上下下上上下下上下下1.0503.4503.7507.3507.05010.65010.95014.55014.25017.85022.15018.55022.15018.5501.8005.4009.00012.600%%P0.000%%P0.000-0.3002.900-0.3001:1004-4剖面图2.9003.600-0.450-0.450A292J101(-)辽92J101(-)辽292J101(-)辽正立面图1:100辽92J101(-)A-A背立面图1:10033剖面图1:1003-3-0.450%%P0.0001.0503.4503.7507.0503.6007.35010.65010.9507.20010.80017.85017.90014.55014.25014.40018.55022.1507.2006.4005.40010.00010.8009.00013.60014.40012.60017.20016.200M-1M-1M-1M-1M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-2M-3M-4M-4M-4M-3M-4M-4M-3M-4M-4M-3M-4C-1'C-4C-5C-1'C-3C-3C-3C-3C-3C-3C-3C-2C-4C-2C-4C-2C-4C-2C-4C-2C-4C-2C-4C-2C-4C-2C-4C-2C-3C-5C-3C-1C-2C-4C-2C-4C-2C-4C-2C-4C-2C-4C-2C-4C-2C-4C-4C-2C-1C-5C-3C-1C-2C-4C-2C-4C-2C-4C-2C-4C-2C-4C-2C-4C-2C-4C-4C-2C-1C-5C-3C-1C-2C-4C-2C-4C-2C-4C-2C-4C-2C-4C-2C-4C-2C-4C-4C-2C-1492J101(-)辽C-1C-1C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-1C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-3C-4C-2C-4C-2C-4C-2C-4C-2C-4C-2C-4C-2C-6C-6C-6C-6C-6C-6C-6 辽92J101(-)392J101(-)辽4.05010.800剖面图5-51:10015.40013.60015.40013.60022.15018.55017.20022.15018.55017.20017.90020.0005514.40014.38018.0007.2003.60014.4003.6007.20010.80014.4001392J101(-)辽181.8(参见)213181.892J101(-)(参见)辽915注:二层及二层以上墙厚.门窗.墙垛等尺寸除本页注明者外均同下一层1.10.95010.95001J3041161001J30410116白色涂料白色涂料深绿涂料白色涂料深绿涂料本图各个立面装饰.除图中注明者外均为桔黄色涂料注:白色涂料白色涂料深绿涂料白色涂料黑色面砖黑色面砖上下上1#楼梯一层平面1:501#楼梯二一四层平面1#楼梯五层平面AA下A-A剖面图1:501.8005.4009.00012.60014.40010.8003.600%%P0.0007.200注:2#楼梯与1#楼梯对称1#楼梯2#楼梯99SJ40376599SJ403A21521C20细石混凝土27辽92J401型727.1803.58010.78014.380-0.020771144226111-41:50屋面排水平面图1:100J=2%J=2%J=0.5%J=0.5%北7BM-214.4007.2003.60010.800西侧立面图1:100白色涂料黑色面砖白色涂料白色涂料6A面层内配钢筋网%%C4厚@200)(40500级加气混凝土予制块厚1201:3水泥砂浆座浆10厚现浇钢筋混凝土楼板板下抹灰3.6003.75099SJ4037427.20010.80014.4007.35010.95014.550%%C50X3白钢管白钢管%%C32X3@1401:20527(参见)1:100东侧立面图10.950白色涂料14.400白色涂料电图1-19电施57屋面排水平面及节点图剖面侧立面及盥洗室详图剖面图正立面图 4-4.5-5131-1.2-2.3-36""""""""7""88910结构图""""910""11121-9结施1-11水暖施水暖施标准图统计表五层平面图设计总说明图名图纸目录图号序号图别2""2""22111首页1图纸目录三四层平面图一层平面图一层平面图二层平面图""12""1243""""""434365建施备注门窗统计表 ቤተ መጻሕፍቲ ባይዱ 14楼梯图1510立面页次立面页次2211551M-1M-1800X2800443434M-M-3M-M-900X24005700X200010M-M-21000X240089765立面编号立面编号序号序号数设计编号规格数设计编号规格图集编号图集编号门窗统计表型材85系列(参见)节点页次节点页次备注备注92SJ704(一)SH2-250141149123100X33001C-(一)73TLC-4483(参见)92SJ7043100X24001'60C-31800X1800C-482400X180022C-482400X52051800X5205C-4C-实木门92J602辽M2-49924""""M2-28924""""M2-6924""-1首页""""""""TLC-387383GSC-081683GSC-051683背立面图 7C木压条8X8C1:201-4注:本图窗除图中注明者外均为85系列单框双玻朔钢推拉窗1.116C-2400X100024""TSC-067383(参见)单框单玻辽92J101(-)34334814394J804辽辽31394J804辽11694J804100包门边宽桔黄色木板2.670(参见)92J201F.L22辽1543保温层改在找坡层下聚苯乙烯板保温80厚.辽92J201(参见)92J201辽22F.L白钢管(参见)F.L辽92J20122保温层改在找坡层下92J201辽.厚80聚苯乙烯板保温4315(参见)辽22F.L92J201181B21134135辽92J201(注:仅用于室内门)01J30401J30401J30401J304(由厂家指导施工)(1):楼地面做法屋面保温层材料采用屋面防水做法为(2):(4):9:11:10:水磨石水磨石40厚其余40厚水磨石其余见为聚苯乙烯板以聚氨脂防水涂料为粘结剂.::18-20Kg/m3::地面1:容重为 ,地面厚80.水磨石保温层改在找坡层下外敷聚乙烯丙纶双层复合防水卷材见见见为为楼面:::,地面,地面600为,地面120.60其余为空心砖本图未说明的有关施工质量事项均按有关规定及规范办理 191113101911:本工程为框架结构.20:19:的部位用实心砖代替外.墙体除1013墙.厕所.卫生间1000以下及门窗洞口不宜用空心砖砌筑除本图所示者外,其它部分均见本建筑物所在地区地震烈度为度号扩初设计及建设单位提出的使用要求木方两外露面钉钢2002G802填土一侧之墙面加做防潮层均在室内地面以下一皮砖处做当墙两侧地面标高不同时在设计中所使用的标准图通用图和重复利用图不论选用局部节点或全部详图均应施工时应与有关专业图纸配合按照各选用图的有关说明进行施工板网后抹灰本图尺寸均以毫米为单位标高以米为单位建筑抗震构造所有建筑结构图纸的予留孔洞及水墙身防潮层:各自地面以下一皮砖处做防潮层砖隔墙用红砖水泥砂浆砌筑并按辽之构造规定施工排风道与砖隔墙连接处加木方并与砖隔墙拉结 7:1/45:6:8:1:2,辽,M10MU1080X801/4,,1/4 .暖2002G801辽(),,或,( 钢筋混凝土抗震构造.电的予埋管道除图纸特别注明者外( ) 的防水剂并在二道防潮层之间邻, ).外墙加水泥重量5%水泥砂浆所有内( 防潮层92J101(-) P16本设计抗震设防烈度为度有关抗震措施进行设计的,建筑面积为平方米本建筑物之假定标高相当于绝对标高米根据本建筑耐火等级为级本施工图系根据3:2:1:4:(GB50011-2001), 设计总说明二,7%%p0.000建筑抗震设计规范文批准的,27.350计划委员会(2004)99木门料门木材选用二等红白松及材质相近的木材含水率不大于所有走廊楼梯间墙群为浅绿色瓷砖%%13016@1201:2:7.5墙阳角门窗口及洞口之阳角部位做水泥砂浆护角窗台距地面高低于时设防护栏杆玻璃幕墙及铝合金塑钢门窗加工前应实测洞口尺寸无误后方可加工制做窗设预制水磨石台板洞口宽超过者参照辽页节点加托架所有嵌入墙内之木构件门框与墙体接触一侧均应刷防腐油所有外露铁件均,教室走廊(5)::(2)::,15:窗台板:14:,(4):(3):).800:.,150.16:17:踢脚板高为黑色大理石其余顶棚及内墙抹 ,,,应分别在,20厚18:100宽打底并刷灰色调和漆两遍2100,12%1000高出墙面厚40长按窗洞口宽加长120,( ) 标号不低于压平后做M2.5水泥石灰混和砂浆 ,1:2,压光大白应用樟丹,92J101(-) 18腰线阳台雨蓬及窗口等突出墙面部分室外装饰详见立面图如无注明者均按下列做法室内装饰除特别注明者外均按下列做法 ;,,,50砌体.:12:,7,滴水沟(1)::.:13:洗室墙面为白瓷砖到顶以下的做鹰嘴滴水;,水泥砂浆饰面由用户自定 1:2.5顶棚抹 ..., 口501:21:2.5:,,均用水泥砂浆抹面 :并要求平直整齐光洁突出墙面以上的做勒脚用水泥砂浆抹面2934.698700X500(h)X220400X350(h)X180M1-21.配电箱:M1-1规格为规格为注:底距地面高.底距地面高.1500150092J201232辽C-7(仅用于三层)XHC-6M1-2XHC-6M1-1XHC-6XHXHM-2C-6XHM2C-6XHC-6XHC-6XHXHC-6M4C-6XHXHM-2XHC-6C-6XHM5XHC-6XHM-2M3500X355(h)X180M2-5配电箱:规格为2.底距楼面高1500见结施一7C-1281500X18002""TSC-067383C-8C-8C-113C-71200X18001""窗底标高8.200-1.100(门上口标高)60X80木压顶02J003112(参见)-1.700根据规划总图定为消防通道3892J101(-)辽3892J101(-)辽-B混凝土厚改为厚8012012080混凝土厚改为厚

某地区中学教学楼建筑施工图(总图)

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某四层框架中学教学楼结构设计图

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