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基础底板大体积混凝土施工方案高枧乡.docx

发布:2025-05-11约2.42万字共38页下载文档
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目录

方案报审表·····························1

方案会签表·····························2

目录································3

一、编制依据····························6

二、工程概况·······················································7

1、工程情况·························································7

2、气象条件························································7

3、工程水文地质条件·················································8

4、工程难点与重点··················································8

三、施工准备······················································9

1、技术准备·························································9

2、机械设备准备····················································10

3、物资准备························································12

4、劳动力准备······················································12

5、其她准备···························13

四、施工方法及技术措施············································14

1、工艺流程····························14

2、浇筑方法得选择·························14

3、混凝土得浇筑要求················································15

4、集水坑内混凝土得浇筑······················15

5、地下室外墙导墙混凝土······················16

6、混凝土得振捣··························16

7、混凝土输送······················································16

8、底板防水混凝土浇筑··············································18

9、后浇带施工······················································20

10、后浇带防水技术措施·············································21

11、泌水处理····························23

五、底板大体积混凝土得测温····················23

1、测温得意义···························23

2、测温管理制度··························24

3、混凝土测温养护··················································24

4、混凝土温控措施··················································25

5、测温注意事项··························28

六、大体积混凝土裂缝控制计算······································28

七、商品混凝土得运输·······················35

八、混凝土得泵送·························36

1泵得选型····························36

2泵输送管配管布置原则······················36

3、泵送混凝土得浇筑························36

九、质量标准···························38

1、原材······························38

2、试验······

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