(完整word版)施工图各专业审查要点表.pdf

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1、施工图审查要点建筑专业项目审查要点审查内容存在问题总图指标表应符合规划要求建设用地红线坐标建筑物定位坐标、轴线编号、室内外设计标高、入口标高、建筑层数、建筑高度、建筑物的功能道路定位坐标；道路转弯半径、坡度、控制点标高、净宽、道路做法；与市政道路相接的起坡点应在建筑红线内；道路在地下室屋面上时其标高应与屋面结构标高协调挡土墙的定位、坡顶坡脚的标高，道路边的挡土墙应考虑挡土墙放坡要求；挡土墙与建筑的净距应满足规划要求；挡土墙顶有防护要求时的防护栏做法绿地的计算应满足计算规则消防车道及回车场、消防扑救面的进深应满足要求；室外停车位尺寸、通车道的净宽满足规范场地雨水的收集方式应明确，排水沟不应跨越建

2、筑变形缝设计总说明工程做法应符合公司的统一做法、应与交房标准统一节能设计材料应与计算书统一，外保温层的适用部位应表达清晰准确，保温节点做法应明确。电梯的功能、最低速度、载重量等技术参数应明确平面地下室地面排水坡度、截排水沟的做法、坡度、起点沟深，积水坑及盖板做法；排水沟的深度与基础是否矛盾；盲沟的做法、坡度，起点、终点的标高；贴墙盲沟底标高应低于室内地坪标高，但不应低于基础顶面标高；变配电房的地坪标高应高于其它部分至少100；房间的净高应满足不同功能要求；地下室出屋面的井道与建筑物、道路协调，风井等不得影响住宅；地下室屋面雨水的排向、收集方式一层平面图中明沟、散水、踏步、采光井、院落等的尺寸、

3、做法及排水沟起点沟深、坡度坡向；指北针；剖切线位置、方向及剖面图图号标注；综合考虑各专业室外设备位置；外门、消防通道的净宽尺寸应满足消防要求；门厅上方有排水管时应核对管底标高是否满足门厅高度要求；综合考虑各专业室外设备位置入户门、防火门宜留门垛不少于100；内走道净宽应满足消防要求，消火栓不得占用走道净宽；核查空调孔预留位置、高度，空调冷凝水管的设置应与建筑专业协调；卫生间的出气孔；核查厨卫阳台污水、废水、雨水管、地漏的位置是否影响使用；注意轴线定位及轴号编写正确；外部尺寸应包括外包总尺寸、分段尺寸、轴线尺寸、外门窗分尺寸；房间名称、楼梯编号、门窗编号及标准图索引号、详图索引号等标注清晰；注明

4、各层建筑面积；文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L

5、6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:

6、CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z

7、5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1

8、HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T

9、2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5

10、ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6门窗洞口尺寸与结构专业，与门窗表、门窗大样尺寸统一；各层有区别部位应突出表示；检查口、配电盘等尺寸定位及雨落管口、溢水口位置屋面注明坡度、水流方向及分水线

11、，天沟、雨水口、雨落管位置；人孔、爬梯定位及选型明确立面颜色（或材质）变化的示意图；对屋顶花架、出屋面楼梯间的装饰应予明确；对入户花园内、外墙饰面的要求应有界定；立面立面各种构件及墙面的材质颜色应表达全面清晰准确；投影关系正确，墙体洞口转折线表达规范，联梁应与结构专业；空调机、水落管等表示清楚；总高度、分层高度、屋檐、雨罩、花台、平台、门窗洞口等尺寸及标高剖面各层楼地面、室外地坪、女儿墙上皮、烟囱顶皮、花台、踏步、平台、楼梯休息板、吊顶底皮等应注明标高；剖面图与平面图、墙身节点以及结构图应相符，并注意各层墙厚尺寸不同时的收分关系注意净高合理性户型大样各墙体、门窗洞口尺寸定位空调室内机位置、污水

12、管、户配电箱、消火栓等的穿墙柱的洞口尺寸定位房间名称、面积、楼梯编号、门窗编号等；注明各户型建筑面积，楼梯编号厨卫大排水方向及坡度，地漏定位尺寸文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 H

13、H1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2

14、H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 Z

15、P8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C

16、10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6

17、文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:C

18、L7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6样节点作法索引号楼梯大样

19、踏步高宽尺寸及平台尺寸标高，注意净高合理性栏杆高度及选型，靠墙扶手的选型及安装高度防滑条作法选型；注意梯梁下净高应满足要求；门窗大样及门窗表门窗数量；门窗分格尺寸及开启形式，注意门窗开启方向表达是否正确；应注明框料材料、壁厚、颜色；玻璃种类、厚度、颜色；门窗编号说明，注明门窗所在的功能房间；外墙大样各层楼板及楼面垫层做法，楼地面、屋面做法表示清楚、檐口底标高及坡度斜率外檐、侧檐、屋脊等的构造、基础管沟、注意滴水及防水措施立面线角尺寸做法其它细部大样注意索引编号与节点编号相符，一般水平尺寸应与轴线发生关系，垂直尺寸应与各层标高发生关系，所有尺寸与标高应与立面图、剖面图相呼应立面拼贴、小剖面、空调

20、机位、屋顶平台铺贴等做法栏杆大样；空调机位排水、坡向、防水；结构专业文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3

21、P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1

22、Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5

23、N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8

24、A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10

25、A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档

26、编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6项目审查要点审查内容存在问题结构计算书荷载取值民用建筑未明确的常用荷载标准值如下：浴缸、坐厕的卫生间

27、4KN/；有分隔的公共卫生间8KN/；银行金库、配电室、水泵房10KN/m2，注意屋面建筑找坡的荷载，墙面、楼面、天棚装饰荷载的取值是否和建筑一致。阳台、楼梯、上人屋面、走道栏杆顶部水平荷载不得遗漏。高、低屋面处在低屋面应考虑施工堆料荷载计算机程序分析计算所建立的计算分析模型是否符合实际，需要有总信息，各层结构平面简图、荷载简图、配筋简图，底层墙、柱的内力组合结果，墙体受压计算结果，错层结构柱的计算长度，高层建筑的水平位移值，大跨度梁、楼（屋）盖的挠度、裂缝宽度数值，抗震设防区的柱轴压比应有必要的手算标准构件选用的计算，浅基础的地基承载力、变形、基础强度计算，人工挖孔桩强度、承载力计算，楼梯、

28、墙梁等构件计算，雨蓬、挑梁抗倾覆计算、局部受压计算、雨蓬梁抗扭计算，挡土墙的抗倾覆、抗滑移及基底承载力、墙身强度计算等结构设计总说明结构体系选型、结构材料选用、统一构造作法、选用标准图等是否正确合理，对涉及使用、施工等方面需作说明的问题是否已作交代。+0.000 相应的绝对标高、地基持力层的选定及相应的持力层承载力、基础选型以及地基抗震性能、不良地质现象对建筑结构荷载规范未作具体规定的荷载标准值应注明结构材料及连接材料的品种、规格、型号、强度等级、安全等级、裂缝控制等级和质量要求（如焊缝质量等级，摩擦型高强度螺栓的摩擦面处理方法）等是否明确各类结构的统一做法和要求如混凝土构件的钢筋保护层厚度、

29、纵向钢筋锚固长度、搭接长度、纵向受力钢筋的最小配筋百分率、箍筋作法等是否明确混凝土结构环境类别及耐久性的要求，地下工程防水等级，防水混凝土抗渗等级施工注意事项，如后浇带设置，封闭时间及所用材料、施工程序、专业配合及施工质量验收的特殊要求等对直接承受动力荷载的构件和连接，是否有构造措施。地基基础基础布置、选型地基持力层、地基承载力的确定是否合理。基础选型和平面布置是否正确、基础底面不同标高时的结构处理是否合理可行。文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7

30、R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3

31、P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1

32、Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5

33、N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8

34、A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10

35、A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档

36、编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6人工地基的处理方案和技术指标要求，施工、检测及验收要求等是否明确和合理位于斜坡上的地基，是否满足稳定的要求；平整场地中，是否考虑了大量的挖方、填方、堆载和卸载等对边坡稳定性的影响。详图轴线、尺寸、标高是否齐全、正确，节点大样、地梁、墙下基础、预留预埋等做法是否明确。说明基础材料、砼等级、主筋保护层厚度、0.000 标高和做法要求是否明确。边坡或基坑开

37、挖工程边坡或基坑开挖对毗邻建筑物及道路有影响时，支护方案是否合理可行，是否保证施工安全人工挖孔桩设计桩基竖向承载力和水平承载力计算是否正确，单桩承载设计值是否注明，承载力检测要求是否明确；桩身砼等级、主筋保护层厚度要求是否符合规范要求；坡地、岸边的桩基是否满足稳定性要求。当桩周土层沉降较大时是否考虑了桩侧负摩擦力对桩基承载力的影响。应注意成孔条件，和地下水位的影响；护壁做法；中、微风化嵌岩深度不小于0.5m；嵌岩桩中心距小于2.5 倍桩径或小于1.5 倍扩大头直径以及扩大头小于500mm净距，均应要求跳花施工；挖孔桩的钢筋应全桩长设置，桩顶箍筋应加密。挖孔桩的终孔检验、施工检验必须提出要求重力

38、挡土墙设计采用重力挡土墙的土质边坡不宜高于6 米，岩质边坡不宜高于8 米。挡土墙的排水、截水、地面封闭措施。钢筋砼结构结构布置图结构平面布置是否规则，抗侧力体系布置、刚度、质量分布是否均匀对称；对平面不规则的结构（扭转不规则、凹凸不规则、楼板局部不连续等）是否采取了有效措施；不应釆用严重不规则的设计方案。结构竖向高宽比控制、竖向抗侧力构件的连续性及载面尺寸、结构材料强度等级变化是否合理；对竖向不规则结构（侧向刚度不规则、竖向抗侧力构件不连续、楼层承载力突变、竖向局部水平外伸或内缩及出屋面的小屋等）是否采取了有效措施。主楼与裙房的连接处理是否正确；结构伸缩缝、沉降缝、防震缝的设置和构造是否符合要

39、求；转换层结构选型是否合理，转换层结构上下层楼板及抗侧力构件是否按规范要求进行了加强。剪力墙、柱、梁定位尺寸是否齐全。墙、柱布置及配筋图框架-剪力墙结构的剪力墙，当有边框柱而无边框梁时应设暗梁，当无边框柱时还应设边缘构件。文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z

40、9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N

41、5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A

42、10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A

43、7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编

44、码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R

45、3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P

46、1 HH1Z9T2H5N5 ZP8A10C10A7L6剪力墙厚度及剪力墙和框支剪力墙底部加强部位的确定应符合规范、规程的规定。剪力墙、柱的编号、定位、尺寸是否齐全剪力墙、柱的配筋是否合理板配筋图板的配筋应满足计算结果及规范的配筋构造要求（包括抗震设计时框架梁、柱箍筋加密等）。厨房、卫生间、阳台、露台等板面标高是否按建筑下降或下沉。板的厚度是否标注。梁配筋图梁的配筋应满足配筋构造要求（包括抗震设计时框架梁、柱箍筋加密等）。板面下降处梁标高是否对应下降。梁高是否影响房间使用。楼面梁支承在剪力墙上时，应采取措施增强剪力墙出平面的抗弯能力；应避免楼面梁垂直支承在无翼墙的剪力墙的端部。剪力墙结构设角窗时

47、，该处L 形连梁应按双悬挑梁复核，该处墙体和楼板应专门进行加强。框架核心筒结构的周边柱间必须设置框架梁。墙身大样图与建筑对照，所有外墙构造、造型、线条及挑板、挑檐等，必须有对应的结构做法。其他详图及说明建筑及设备专业对结构的不利影响，例如建筑开角窗及设备在梁上开洞等，是否已采取可靠措施。房屋局部采用小型钢网架、钢桁架、钢雨蓬等钢结构时，与主体结构的连接应安全可靠，填充墙、女儿墙和其他非结构构件及其与主体结构的连接是否符合规范的规定，是否安全可靠。受力预埋件的锚筋、预制构件和电梯机房等处的吊环，严禁使用冷加工钢筋。框架结构中楼、电梯间及局部出屋顶的电梯机房、楼梯间、水箱间等，应采用框架承重，不得

48、采用砌体墙承重；混凝土结构构件的钢筋锚固、连接是否满足有关规范、规程关于钢筋锚固、连接的规定。文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文

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50、7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R3P1 HH1Z9T2H5N5 ZP8A10C10A7L6文档编码:CL7R3Z5R