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PK预应力混凝土双向叠合楼盖的试验研究

EXPERIMENTAL STUDY OF PK PRESTRESSED CONCRETE TWO-WAY COMPOSITE FLOOR

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【作者】 吴方伯张微伟唐昭青

【Author】 Wu Fang-bo Zhang Wei-wei Tang Zhao-qing

【机构】 湖南大学土木工程学院

【摘要】 通过对 PK 预应力混凝土双向叠合楼盖的加载试验,研究了 PK 预应力混凝土叠合板的挠度、抗裂及双向受力性能,试验表明该叠合板具有良好的抗裂性能和整体性能,双向受力特征明显,可按整体双向板进行设计和计算;并根据试验数据分析了 PK 双向叠合板中荷载的传递规律,得出 PK 预应力混凝土双向叠合板的荷载传递规律基本满足现行规范要求。

【Abstract】 On the basis of the loading tests of the PK prestress concrete two-way composite floor,the deflection,anti-checking and two-way strength performance have been studied.The text indicate that the composite floor has excellent bulking property and cracking resistance,and two-way strength performance is obvious,so it is designed as two-way slab;Based on the test data,the loading-transferring rules of the PK two-way composite slab were analyzed also and it was obtained that such loading-transferring rules satisfied the present criterion.

  • 【文献出处】 建筑技术开发 ,Building Technique Development , 编辑部邮箱 ,2007年03期
  • 【分类号】TU378
  • 【被引频次】20
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