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- W299005333 abstract "为了了解高性能砂浆-钢丝（筋）网加固砌体结构房屋这种新型加固技术对砖墙加固的受力机理、破坏形态以及承载力提高程度,制作了6个轴心抗压试件,采用分级加载的方法进行抗压强度试验,模拟完全卸荷状态下加固砖砌体的受力性能。试验结果表明,单面加固极限承载力提高14%,双面加固极限承载力提高26%。原砖砌体与加固层能较好的协同工作,在达到极限荷载的90%时,加固面层才与原砖砌体发生剥离,高性能砂浆具有较强的粘结力。高性能砂浆-钢丝网加固砖砌体是一种有效的加固方法,为加固工程设计时提供参考。" @default.
- W299005333 created "2016-06-24" @default.
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- W299005333 date "2007-01-01" @default.
- W299005333 modified "2023-09-24" @default.
- W299005333 title "高性能砂浆-钢丝（筋）网加固砖砌体抗压强度试验研究" @default.
- W299005333 hasPublicationYear "2007" @default.
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