地连墙工字钢型接头成槽施工技术控制措施
本项目为圆形地下连续墙工程,内直径101m,墙体厚度1.2m,最大成槽深度56.0m.地下连续墙在成墙浇筑前须下设预制成形的钢筋笼,各墙段之间采用工字钢接头型式.本文主要介绍此圆形地连墙的成槽工艺及工字钢接头主要技术控制措施.
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| Veröffentlicht in: | 建筑与文化 2013 (12), p.248 |
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| creator | 李会勇 |
| description | 本项目为圆形地下连续墙工程,内直径101m,墙体厚度1.2m,最大成槽深度56.0m.地下连续墙在成墙浇筑前须下设预制成形的钢筋笼,各墙段之间采用工字钢接头型式.本文主要介绍此圆形地连墙的成槽工艺及工字钢接头主要技术控制措施. |
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| fulltext | fulltext |
| identifier | ISSN: 1672-4909 |
| ispartof | 建筑与文化, 2013 (12), p.248 |
| issn | 1672-4909 |
| language | chi |
| recordid | cdi_wanfang_journals_jzywh201312237 |
| source | 国家哲学社会科学学术期刊数据库 (National Social Sciences Database) |
| title | 地连墙工字钢型接头成槽施工技术控制措施 |
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