本文对钢丝网水泥、玻璃钢、玻璃钢-钢丝网水泥和钢丝网水泥用的砂浆试件进行了力学性能的试验研究,为这类复合构件进行有限元计算提供可靠数据.试验结果表明:对玻璃钢-钢丝网水泥复合构件裂缝开展缓慢,且在同一缝宽条件下,其强度比钢丝网水泥明显提高,即使当其内部的钢丝网水泥达到设计缝宽时,其表面玻璃钢仍没有产生裂缝,这一点对结构的防渗、防腐和承载力的设计有着重要意义. In this paper, the mechanical properties of steel mesh cement, glass fiber reinforced plastic, FRP-steel wire mesh cement and steel wire mesh cement mortar specimens were tested, and reliable data were provided for the finite element calculation of such composite components. The test results show that: The cracks of the composites of steel mesh and cement are developed slowly, and their strength is significantly higher than that of steel wire mesh cement under the condition of the same slit width. Even when the internal steel wire mesh cement reaches the design slit width, there is still no crack in the surface glass steel. It is of great significance to the design of anti-seepage, anti-corrosion and bearing capacity of the structure.