| 1.8m厚混凝土转换板新支模技术 |
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| 引用本文： | 姚蔚,于彬,徐海.1.8m厚混凝土转换板新支模技术[J].工程建设与设计,2011(9):154-156,161. |
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| 作者姓名： | 姚蔚 于彬 徐海 |
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| 作者单位： | 江苏科能电力工程咨询有限公司,南京,211000 |
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| 摘 要： | 研究针对某主接4层采用的1.8m厚混凝土板转换层结构施工,对厚大转换层混凝土板高大支模技术进行了详细介绍,并结合该工程采用的分两层叠合浇筑法施工工艺,对厚大混凝土板转换层连续支模的施工过程进行了分析,验算了支撑体系的承载能力.
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| 关 键 词： | 厚板转换层 分层浇筑 支撑体系 施工分析 |
New Formwork Erection of 1.8m Slab-type Transfer Floor |
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| YAO Wei,YU Bin,XU Hai.New Formwork Erection of 1.8m Slab-type Transfer Floor[J].Construction & Design for Project,2011(9):154-156,161. |
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| Authors: | YAO Wei YU Bin XU Hai |
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| Affiliation: | YAO Wei,YU Bin,XU Hai(Jiangsu Keneng Electric Power Project Consulting Company,Nanjing 211100,China) |
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| Abstract: | Based on concrete plank frame transfer floor with 1.8m thickness in one mail-building of B-department,authors introduce high formwork erection of thick and big concrete plank frame transfer floor;according to construction technology of construction in two layer,the author expoundes heavy concrete slab on the conversion of the continuous-mode process for the construction of a support system,and checking the bearing capacity and reliability to ensure that the overall conversion layer in the process of constru... |
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| Keywords: | thick slab-type transfer floor construction in layer supports system construction analysis |
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