某地11层（带一层地下室）剪力墙结构住宅全套建筑结构图

建 筑结 构给排水暖 通电 气440001003500380038003500350038003800350035003800380035001004400010060029001550900270090015502900600600290015509002700900155029006006002900155090027009001550290060010011001100110011001100110010010010012900160035002400400014001290016003500240040001400下层上筋%%13216@200上层下筋%%13216@200下层下筋%%13216@200上层上筋%%13216@200JK1JK2AABBBAA1001200100010001001200注:1.筏板筏板厚650mm,双层双向配筋%%13216@200,筏板基础基顶标高-2.830,相当于绝对高程80.67。2.垫层采用100mm厚C15素混凝土，筏板基础垫层宽出基础250mm。3.筏板基础变截面部位钢筋构造详见图集11G101-3页83。上层下筋%%13212@200附加上层下筋%%13212@200附加上层下筋%%13212@200附加上层下筋%%13212@200附加-2.830防水层附加防水层施工缝遇水膨胀止水条基础防水层厚度及做法详建施C15基础垫层主楼地下室外墙与基础相接施工缝大样墙插筋在基础中的锚固构造详11G101-3第58页或钢板止水带BCC300600300300300300300300300300300300300300300300300300300300300300300300600600600JK1JK2CCDDDDDDCCJK1-2.83065080100膨胀加强带35020004.此基础仅进行开挖土方所用，不能进行基础施工;若在工程场地发现特殊地质，及时联系设计人员进行处理。 筏板外轮廓线墙或柱外轮廓线间距200板底附加7%%13216筏板阳角底部放射筋示意图AL=12005.第3层土为持力层，承载力特征值faK=140kPa。基坑土方开挖应严格按设计要求进行，不得随意超挖;若基础超挖，用砂石回填分层压实，压实系数0.94。 河南省朝阳建筑设计有限公司PROJECT TITLE子项名称图 SUB TITLEDRAWING TITLE名项目名称朝 阳 设 计ZHAOYANG DESIGNHENAN ZHAOYANG ARCHITECTURE DESIGN CO.,LTD中国·郑州ZHENGZHOU CHINA甲级：A141000364DESIGNER制 图 人DRAWER设 计 人CHIEF DESIGNERAPPROVER审 定 人CHIEF DISCIPLINE专业负责人设计负责人VERIFIERCHECKER校 对 人审 核 人DATEPAGE第 页PROJECT NO.项目编号设计阶段专 业页 码DISCIPLINEPHASE日 期共 页REGISTRATION DIVISION SEALPLOT SEAL注册师专用章出图专用章鹤壁淇滨区大辛庄城中村改造工程5#基础图5#13#6.筏板封边大样详见图集11G101-3页84,侧边封边水平筋为%%13212@200。1700同筏板配筋防水层厚度及做法详建施C15素混凝土同筏板配筋-2.830A-AJK2集水坑顶板厚120，双层双向配筋%%1328@150洞边附加钢筋见总说明6060垂直坑边水平筋为%%13212@200100厚LaELaELaELaELaELaELaELaE同筏板配筋同筏板配筋防水层厚度及做法详建施C15素混凝土-2.830C-C(D-D)JK1垂直坑边水平筋为%%13212@200100厚LaELaELaELaELaELaELaELaE2550同筏板配筋同筏板配筋LaELaELaELaELaELaELaELaE防水层厚度及做法详建施C15素混凝土B-BJK1JK2集水坑顶板厚120，双层双向配筋%%1328@150洞边附加钢筋见总说明垂直坑边水平筋为%%13212@200100厚-2.830上层下筋%%13216@200下层上筋%%13216@200上层上筋%%13216@200下层下筋%%13216@200下层上筋%%13216@200(附加)下层下筋%%13216@200(附加)下层下筋%%13218@200(附加)下层上筋%%13216@200(附加)下层下筋%%13216@200(附加)下层下筋%%13212@200(附加)下层上筋%%13212@200(附加)下层上筋%%13212@200(附加)1:100基础平面图注：1.主楼筏板基础厚650mm，基顶标高-2.830;2.筏板基础垫层宽出基础250mm，当外墙防水层采用120砖护墙时，垫层边距砖护墙的尺寸不小于60;3.筏板阳角示意位置板底附加放射筋详见本页相关详图;筏板外轮廓线墙或柱外轮廓线b为B/200只取整数，放射筋长度取A、B中较大值的2倍。放射筋只在示意处设置，其中n=a+b+1，a为A/200只取整数，间距200板底附加 n%%13216筏板阳角底部放射筋示意图A基础平面图大辛庄4号楼BBAACBBAA防水层厚度及做法详建施LaLaLaLaLaA-A%%13212@200洞边附加钢筋见总说明集水坑顶板厚120，双层双向配筋%%1328@150La%%13212@200同筏板配筋防水层厚度及做法详建施LaLaLaLaLaB-B%%13212@200洞边附加钢筋见总说明集水坑顶板厚120，双层双向配筋%%1328@150La%%13212@200同筏板配筋-2.830防水层附加防水层施工缝遇水膨胀止水条基础防水层厚度及做法详建施C15基础垫层主楼地下室外墙与基础相接施工缝大样墙插筋在基础中的锚固构造详11G101-3第58页或钢板止水带防水层厚度及做法详建施LaLaLaLaLaLaLaLaC-C同筏板配筋%%13212@200D洞边附加钢筋见总说明集水坑顶板厚120，双层双向配筋%%1328@150D-DLaLaLaLaLaLaLaLaLaLaLa%%13212@200%%13212@200La(1) 250x300%%1306@150(2)2%%13212;3%%13212JK1EELa%%13212@200LaLaLaLaLaLaLaLaE-E4.以第3层土为持力层，承载力特征值faK=140kPa。基坑土方开挖应严格按设计要求进行，不得随意超挖;若基础超挖，用砂石回填分层压实，压实系数0.94.5.此基础仅进行开挖土方所用，不能进行基础施工;若在工程场地发现特殊地质，及时联系设计人员进行处理。洞边附加钢筋见总说明集水坑顶板厚120，双层双向配筋%%1328@150La(1)65080100400200040060%%d170065060%%d60%%d29006501008065040020001000400240040017006502000140070010007007007006508010060%%d60029004001400400≥30020060020060%%d100060040010004006508010045060015060%%d100060040012004006508010050050065080100200200200200B50050050050035050019002003505005005001000500110010005001100130010007001000100050010001000130070010008001000500100015001500190013001500700150035006001200150001500150019001300150070015003500600120031000350033001800200017001350500270010008501700200018003300350031000150003500420015003100320032003100150042003500-2.830-2.830-2.830-2.830-2.830-2.8ห้องสมุดไป่ตู้09.2 混凝土保护层（指最外层钢筋<含箍筋、构造筋、分布筋>外边缘至混凝土表面的距离）最小厚度详11G101-1页54，筏板下部及外挑部位、地下外墙外侧保护层厚度50；筏板上部室内部分25；独立基础40。地下墙柱保护层加厚做法可按11YG003页8中图6、7。3#440001003500380038003500350038003800350035003800380035001004400010060029001550900270090015502900600600290015509002700900155029006006002900155090027009001550290060010011001100110011001100110010010010012900160035002400400014001290016003500240040001400下层上筋%%13216@200上层下筋%%13216@200下层下筋%%13216@200上层上筋%%13216@200JK1JK2AABBBAA1001200100010001001200注:1.筏板筏板厚650mm,双层双向配筋%%13216@200,筏板基础基顶标高-2.830,相当于绝对高程80.67。2.垫层采用100mm厚C15素混凝土，筏板基础垫层宽出基础250mm。3.筏板基础变截面部位钢筋构造详见图集11G101-3页83。上层下筋%%13212@200附加上层下筋%%13212@200附加上层下筋%%13212@200附加上层下筋%%13212@200附加-2.830防水层附加防水层施工缝遇水膨胀止水条基础防水层厚度及做法详建施C15基础垫层主楼地下室外墙与基础相接施工缝大样墙插筋在基础中的锚固构造详11G101-3第58页或钢板止水带BCC300600300300300300300300300300300300300300300300300300300300300300300300600600600JK1JK2CCDDDDDDCCJK1-2.83065080100膨胀加强带35020004.此基础仅进行开挖土方所用，不能进行基础施工;若在工程场地发现特殊地质，及时联系设计人员进行处理。 5.第3层土为持力层，承载力特征值faK=140kPa。基坑土方开挖应严格按设计要求进行，不得随意超挖;若基础超挖，用砂石回填分层压实，压实系数0.94。 鹤壁淇滨区大辛庄城中村改造工程13#基础图6.筏板封边大样详见图集11G101-3页84,侧边封边水平筋为%%13212@200。L=1200160012001200120012001600≥30011001200140013001900190012001100140010010001200100140010010024001009001200100160012001200120012001600≥300基础平面图1:100基础平面图1:100B20020020020039010003905015050150650105065060%%d60%%d60%%d60%%d39020003901700650105065060%%d60%%d4505050100650650105065039020002001200390筏板边线}垫层边线}440001200200044006400140030005000200026006400270017001000155560528216013406101004004450665029006004450510044506002900665044504004003500730012002000440064001400300050002000490264012600120020004400640014003000500020004902640126005902103002050033699120020004400640014003000499920004902640126001200200044006400140030005000199949026401260050044507150745071504450900900560074504400075016003500780012900开挖边线\P面积736平方}108003500160048500900445010150445086004450101504450900159001080035001600485009004450101504450860044501015044509001590016001600±0.000绝对高程83.50082.86082.90082.95083.00082.97082.86083.10082.92082.82082.75882.80082.81082.76082.79082.76082.81082.78082.81082.69082.72082.590大辛庄社区13#楼原地面地貌高程370099175°690027005350560010011001100866170098120050060°1500