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为了便于生态复合墙体的进一步推广,在前期大量试验基础上,通过对1/2比例现砌加强肋生态复合墙体(XQCW-1)模型在低周反复荷载作用下的抗震试验,研究改变施工工艺后生态复合墙体的承载力、刚度、变形等抗震性能,并与标准密肋生态复合墙体(ECW-1)的受力特性作对比分析。试验结果及理论研究表明:现砌加强肋生态复合墙体在承载力、刚度等抗震性能方面较标准密肋生态复合墙体略有降低,但在偏远地区的新农村建设中可以避免现场吊装、运输等工程实际问题,满足结构设计要求、缩短施工周期、降低造价,且能非常简便地解决传统砌体结构的易开裂问题,具有广阔的应用前景。
In order to facilitate the further popularization of ecological composite wall, on the basis of a large number of experiments in the early stage, by changing the seismic resistance of the composite wall with X-ray reinforcement (XQCW-1) The bearing capacity, stiffness, deformation and other seismic performance of the ecological composite wall after the construction process are compared with those of the standard dense rib ecological composite wall (ECW-1). The experimental results and theoretical studies show that the composite wall with reinforced ribs is slightly lower than the standard ribbed composite wall in bearing capacity and stiffness, but the construction of new rural areas in remote areas can avoid on-site hoisting, Transportation and other engineering problems to meet the structural design requirements, shorten the construction period, reduce the cost, and can easily solve the traditional masonry easy to crack problems, has broad application prospects.