目 录

一、工程概况····················································

   1、工程简述·······················································

   2、实测实量操作流程··············································

二、实测实量工作小组架构··································

   1、组织管理体系··················································

   2、实测实量各组人员名单········································

   3、实测实量人员职责·············································

三、工程实测实量内容·········································

   1、检查项目·······················································

   2、检查原则及方法················································

四、检查要求·····················································

五、施工阶段全过程质量控制································

六、施工质量预控措施·········································

子 目 录

1.  模板工程.............................................................. 5

1.1轴线位置（模板工程）.............................................. 5

1.2.对拉螺杆间距（模板工程）.......................................... 5

1.3.模板拼缝处理（模板工程）.......................................... 6

1.4.模板根部封堵（模板工程）.......................................... 7

1.5.立杆间距（模板工程）.............................................. 8

1.6.扫地杆（模板工程）................................................ 8

1.7.扫天杆（模板工程）................................................ 9

1.8.降板吊模加固（模板工程）......................................... 10

1.9.底座与顶托（模板工程）........................................... 10

2.  钢筋工程............................................................. 11

2.1.主筋间距（钢筋工程）............................................. 11

2.2.钢筋垫块（钢筋工程）............................................. 11

2.3.保护层厚度（钢筋工程）........................................... 12

2.4.定位筋（钢筋工程）............................................... 13

2.5.钢筋马镫设置（钢筋工程）......................................... 13

2.6.受力钢筋接头（钢筋工程）......................................... 14

2.7.箍筋弯钩长度（钢筋工程）......................................... 14

2.8.箍筋弯钩角度（钢筋工程）......................................... 15

2.9.直螺纹连接（钢筋工程）........................................... 15

2.10.钢筋焊接（钢筋工程）............................................ 16

2.11.钢筋锚固及绑扎（钢筋工程）...................................... 16

2.12.钢筋收头（钢筋工程）............................................ 17

2.13.洞口加强（钢筋工程）............................................ 17

2.14.钢筋端头平直及丝头保护（钢筋工程）.............................. 18

3.  混凝土结构工程....................................................... 18

1.1基本原则......................................................... 18

1.2截面尺寸偏差（砼结构）........................................... 19

1.3表面平整度（砼结构）............................................. 19

1.4垂直度（砼结构）................................................. 20

1.5顶板水平度极差（砼结构）......................................... 21

1.6楼板厚度偏差（砼结构）........................................... 22

1.7施工控制线设置（砼结构阶段）..................................... 23

1.8轴线偏差控制（砼结构）........................................... 24

4.  砌筑工程............................................................. 25

1.1 基本原则......................................................... 25

1.2表面平整度（砌筑工程）........................................... 25

1.3垂直度（砌筑工程）............................................... 26

1.4方正度（砌筑工程）............................................... 27

1.5外门窗洞口尺寸偏差（砌筑工程）................................... 28

5.  抹灰工程............................................................. 29

1.1基本原则......................................................... 29

1.2墙体表面平整度（抹灰工程）....................................... 29

1.3墙面垂直度（抹灰工程）........................................... 30

1.4室内净高偏差（抹灰工程）......................................... 31

1.5顶板水平度极差（抹灰工程）....................................... 32

1.6方正度（抹灰工程）............................................... 33

1.7地面表面平整度（抹灰工程）....................................... 34

1.8房间开间/进深偏差（抹灰工程）.................................... 35

1.9户内门洞尺寸偏差（抹灰工程）..................................... 36

1.10外墙窗内侧墙体厚度极差（抹灰工程）.............................. 37

1.11阴阳角方正（抹灰工程）.......................................... 38

1.12地面水平度极差（抹灰工程）...................................... 39