| 无筋结合面陶粒混凝土叠合板抗剪性能研究 |
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| 引用本文： | 吴瑾,刘翠兰.无筋结合面陶粒混凝土叠合板抗剪性能研究[J].工业建筑,1997,27(9):27-30. |
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| 作者姓名： | 吴瑾 刘翠兰 |
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| 作者单位： | [1]连云港职业大学 [2]甘肃工业大学 |
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| 摘 要： | 通过两块陶粒混凝土叠合简支板和一块普通混凝土叠合简支板的对比试验，研究了无筋结合面陶粒混凝土叠合板结合面的抗剪性能。试验结果表明：无筋结合面具有足够的抗剪能力，当结合面的剪应力小于允许值时，是安全可靠的。
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| 关 键 词： | 陶粒混凝土 叠合板 无筋结合面 剪应力 |
STUDY OF THE SHEAR BEHAVIOR OF CERAMSITE CONCRETE COMPOSITE SLABS WITHOUT STEEL ATTHE INTERFACES |
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| wu Jin ,Liu Cuilan, Qi Xueren.STUDY OF THE SHEAR BEHAVIOR OF CERAMSITE CONCRETE COMPOSITE SLABS WITHOUT STEEL ATTHE INTERFACES[J].Industrial Construction,1997,27(9):27-30. |
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| Authors: | wu Jin Liu Cuilan Qi Xueren |
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| Affiliation: | wu Jin ;Liu Cuilan; Qi Xueren(Lianyumgang Vocationral College 222001) (Gansu Polytechnic University 730050) |
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| Abstract: | Through the experiments of two ceramsite concrete and an ordinary concrete simply SupportedChmposite slabs, the Shear behavior of the Ceramsite concrete composite slabs withoutsteel at the interfaces hasbeen Studied. The test results show that enough shear strength exists at the interfaces though no steel areprovided at them. |
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| Keywords: | Ceramsite Composite Slab Interface Shear Stress |
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