| 32^#、31^#泊位码头工程大型整体钢模板的施工设计 |
| |
| 引用本文： | 董绍法 李宝. 32^#、31^#泊位码头工程大型整体钢模板的施工设计[J]. 港工技术, 2005, 0(B12): 60-63 |
| |
| 作者姓名： | 董绍法 李宝 |
| |
| 作者单位： | [1]天津市水利工程有限公司,天津300074 [2]唐山口港口投资有限公司,唐山063611 |
| |
| 摘 要： | 32^#、31^#泊位地连墙之上的前胸墙共有40段墙身组成，为统一的异型断面，设计要求一次浇注成型不留施工缝且谊工程施工进度紧迫，外观要求质量高，为此在施工中采用了大型整体钢模板施工技术并收到了良好的效果。
|
| 关 键 词： | 前胸墙 大型整体钢模板 施工 安装 |
| 文章编号： | 1004-9592（2005）S0-0060-04 |
| 收稿时间： | 2005-09-27 |
Working Designs for Large Integral Steel Formwork For Construction of No. 32 and No. 31 Berths |
| |
| DONG Shao-fa,LI Bao. Working Designs for Large Integral Steel Formwork For Construction of No. 32 and No. 31 Berths[J]. Port Engineering Technology, 2005, 0(B12): 60-63 |
| |
| Authors: | DONG Shao-fa LI Bao |
| |
| Affiliation: | 1. Tianjin Hydraulic Engineering Company Limited,Tianjin 300074 ; 2. Tangshan Port Inverstment Co. Ltd. ,Tangshan 063611,China |
| |
| Abstract: | The front quay wall of No. 32 and No. 31 Berths in Jingtang Harbour District,which was built on diaphragm walls,has been made up of 40 sections with unified heterotype profiles. The designers requested that the quay wall should be built with one lift of concrete without construction joints. As the construction schedule was very tight and high quality exterior appearance was requested, large integral steel formwork was adopted for the works and satisfactory results have been achieved. |
| |
| Keywords: | front quay wall large integral steel formwork consruction installation |
| 本文献已被 维普 等数据库收录！ |
