摘要
研究了试验板与相邻板通过叠合层整浇成整体板后的变形、裂缝、正截面承载能力等。在均布荷载作用下的试验和电算证实：叠合面粘结完好；叠合层能与多孔板共同作用；相邻板参与作用限制试验板的横向裂缝的开展，试验板的承载能力显著提高。
The deflection, crack and positive section bearing capability of integral slab formed by combining test stab with adjacent slab throungh laminated layer are studied . Test of laminated slab at uniform load and computer calculation proved that laminated facade bond fine, laminated layer work with porous slab together, adjacent slab's action limit crack spread of test slab, slab's bearing capability increase obviously.
出处
《洛阳工学院学报》
1999年第1期89-92,共4页
Journal of Luoyang Institute of Technology
关键词
预应力混凝土
多孔板
空心板
叠合板
试验
Pre-stressed concrete
Porous Plates
Composite slabs
Entirety
Structures
Deformation
