| 热塑性长纤维增强复合材料模板施工实测分析 |
| |
| 引用本文： | 庄金平,陶钢,蔡雪峰,李俊峰.热塑性长纤维增强复合材料模板施工实测分析[J].福建工程学院学报,2017,0(3):210-214. |
| |
| 作者姓名： | 庄金平 陶钢 蔡雪峰 李俊峰 |
| |
| 作者单位： | 福建工程学院土木工程学院 |
| |
| 摘 要： | 针对热塑性长纤维增强复合材料模板体系在剪力墙混凝土浇筑过程中的实测，探讨其简化计算模型的选取。现场实测结果表明:在混凝土侧压力和施工荷载的作用下，面板主要处于受拉状态，平面上两个方向的应变比为0.65～1.79, 说明该塑料模板的简化验算，除整体按双向板进行验算外, 尚应针对面板、水平肋、垂直肋等分别进行验算。
|
| 关 键 词： | 塑料模板 剪力墙 现场浇筑 应变 挠度 |
Experimental analysis of thermoplastic long fiber reinforced composite formwork in construction |
| |
| Zhuang Jinping,Tao Gang,Cai Xuefeng,Li Junfeng.Experimental analysis of thermoplastic long fiber reinforced composite formwork in construction[J].Journal of Fujian University of Technology,2017,0(3):210-214. |
| |
| Authors: | Zhuang Jinping Tao Gang Cai Xuefeng Li Junfeng |
| |
| Affiliation: | College of Civil Engineering, Fujian University of Technology |
| |
| Abstract: | In the process of pouring shear wall concrete, the formwork system of thermoplastic long fiber reinforced composite was measured, whose simplified calculation model was discussed. Measured results show that the panel is mainly in tension, the two direction strain ratio of which is 0.65~1.79 under the concrete lateral pressure and construction load. In checking the formwork, the calculation of two-way whole formwork was performed along with the panel, horizontal rib and the vertical rib of the formwork. |
| |
| Keywords: | plastic formwork shear wall in-situ casting strain deflection |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《福建工程学院学报》浏览原始摘要信息 |
|
点击此处可从《福建工程学院学报》下载全文 |
|
