| 空间三角形预应力混凝土板——桁架的研究 |
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| 引用本文： | 曹新明 韦明辉. 空间三角形预应力混凝土板——桁架的研究[J]. 贵州工业大学学报(自然科学版), 1997, 26(3): 75-82 |
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| 作者姓名： | 曹新明 韦明辉 |
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| 作者单位： | 贵州工业大学土建系(曹新明，肖常安)，贵州工业大学设计院(韦明辉) |
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| 摘 要： | 空间三角形预应力混凝土板－桁架是一种新型结构，具有受力合理，施工简单，投资省，速度快的特点，且不需要后期维护，特别适合贵州地区等多酸雨，湿度大的地区。
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| 关 键 词： | 桁架 预应力混凝土 板 抗震性 屋盖结构 设计 |
RESEARCH OF PRESTRESSED SPACE REINFORCED CONCRETE TRIANGLE SLAB-TRUSS |
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| Cao Xinming Xiao Changan. RESEARCH OF PRESTRESSED SPACE REINFORCED CONCRETE TRIANGLE SLAB-TRUSS[J]. Journal of Guizhou University of Technology(Natural Science Edition), 1997, 26(3): 75-82 |
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| Authors: | Cao Xinming Xiao Changan |
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| Abstract: | space prestressed reinforced concrete triangle slab-truss is a new form of structure,which combines slab and truss,consisting of protecting structure and bearing structure.lt is proved that this form of structure has rational capability to subject loads,and simple constructing procedure.Addition to this,it costs less money and needs not later period maintenance. lt is especially suitable for the areas with high humidity and acid rain,such as Guizhou. |
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| Keywords: | slab-truss |
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