2021年建筑工地工程实习周记.pdf

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1、1 建筑工地工程实习周记为大家带来的 2018 年医疗人员实习周记，希望对大家有所帮助。2018 年医疗2018-08-02 为大家带来的 2018 年医疗人员实习周记，希望对大家有所帮助。2018 年医疗2018-08-02 为大家带来的 2018 年医疗人员实习周记，希望对大家有所帮助。2018 年医疗2018-08-02 为大家带来的 2018 年医疗人员实习周记，希望对大家有所帮助。2018 年医疗2018-08-02 精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 1 页，共 8 页2 D.对焊接头无横向裂纹和烧伤，焊接均匀。接头处弯折不大于4 度，接头处钢筋轴线位

2、移不得大于0.1d，且不大于 2mm。3)允许偏差项目：见表1-324。钢筋安装及预埋件位置允许偏差表 1-324 项次 项目 检查方法1 骨架的宽度、高度 5 尺量检查2 骨架的长度10 尺量检查3 箍筋构造筋间距焊接 10 尺量连续三档取其最大值精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 2 页，共 8 页文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7

3、F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C

4、5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A

5、9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3

6、Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R

7、8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C

8、8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:C

9、T3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O83 绑扎 20 4 受力钢筋间距 10 尺量两端、中间各一点取最大值排距 5 5 钢筋弯起点位移20 尺量检查6 焊接预埋件中心线位移5 尺量检查水平高差+3-0 7 受力钢筋保护层基础 10 尺量检查精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 3 页，共 8 页文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O

10、8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1

11、G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F

12、6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W

13、5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7

14、F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C

15、5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A

16、9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O84 2006 年 7 月 25 日 晴 支设基础地梁模板为大家带来的 2018 年医疗人员实习周记，希望对大家有所帮助。2018 年医疗2018-08-02 模板及其支架必须具有足够的强度、刚度和其稳定性;其支架的支承部分有足够的支承面积。2)基本项目A.模板接缝处接缝的最大不应大于1.5mm。B.模板与混凝土的接触面应清除干净。精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 4 页，共 8 页文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:

17、CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 H

18、O8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 Z

19、B1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编

20、码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1

21、 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10

22、 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文

23、档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O85 基础地梁模板安装和预埋件允许偏差表 1-325 项次 项目 允许偏差(mm)检查方法1 轴线位移5 尺量检查2 标高 5 水准仪或拉线检查3 截面尺寸10 尺量检查4 相邻两板表面高低差2 直尺和尺量检查5 表面平整度5 2m 靠尺和塞尺检查6 预埋钢管中心线位移精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 5 页，共 8 页文档

24、编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A

25、1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G1

26、0 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8

27、文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G

28、9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6

29、G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5

30、O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O86 7 预埋管预留中心线位移8 预埋螺栓中心线位移外露长度9 预留洞 中心线位移为大家带来的 2018 年医疗人员实习周记，希望对大家有所帮助。2018 年医疗2018-08-02 为大家带来的 2018 年医疗人员实习周记，希望对大家有所帮助。2018 年医疗精品w

31、 o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 6 页，共 8 页文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A

32、1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G1

33、0 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8

34、文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G

35、9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6

36、G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5

37、O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O87 2018-08-02 4、试焊、作试件：工程开工正式焊接之前，要进行现场条件下钢筋气压焊工艺性能的试验。以确认气压焊工的操作技能，确认现场钢筋的可焊性，并选择最佳的焊接工艺。试验的钢

38、筋从进场钢筋中截取。每批钢筋焊接6 根接头，经外观检验合格后，其中3 根做拉伸试验，3 根做弯曲试验。试验合格后，按确定的工艺进行气压焊。5、钢筋气压焊时，在两钢筋缝隙密合和镦粗过程中，对钢筋施加的轴向压力，按钢筋横截面积计，应为3040MPa。为保证对钢筋施加的轴向压力值，应根据加压器的型号，按钢筋直径大小事先换算成油压表读数，并写好标牌，以便准确控制。6、钢筋气压焊的开始宜采用碳化焰，对准两钢筋接缝处集中加热，并使其内焰包住缝隙，防止钢筋端面产生氧化。在确认两钢筋缝隙完全密合后，应改用中性焰，以压焊面为中心，在两侧各一倍钢筋直径长度范围内往复宽幅加热。精品w o r d 学习资料 可编辑资

39、料-精心整理-欢迎下载-第 7 页，共 8 页文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 Z

40、B1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编

41、码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1

42、 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10

43、 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文

44、档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9

45、A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O88 精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 8 页，共 8 页文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5

46、F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9

47、W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z

48、7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8

49、C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8

50、A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT3Z7F1G9A1 HO8R8C5F6G10 ZB1C8A9W5O8文档编码:CT