CAJ | 학술논문

为研究干砌法和湿砌法两种不同砌筑方法对不同型号横孔连锁混凝土空心砌块砌体抗压性能的影响，通过四组(24个)砌体试件的抗压试验，对其破坏特征、抗压强度进行对比分析。研究结果表明，干砌砌体在受压过程中先有裂缝产生、发展的过程，然后才丧失承载能力，而湿砌砌体多在未捕捉到裂缝的情况下直接被压溃，且后者的抗压强度明显高于前者；不同砌筑方法对较小尺寸砌块砌体抗压性能的影响更为显著。
위연구간체법화습체법량충불동체축방법대불동형호횡공련쇄혼응토공심체괴체체항압성능적영향，통과사조(24개)체체시건적항압시험，대기파배특정、항압강도진행대비분석。연구결과표명，간체체체재수압과정중선유렬봉산생、발전적과정，연후재상실승재능력，이습체체체다재미포착도렬봉적정황하직접피압궤，차후자적항압강도명현고우전자；불동체축방법대교소척촌체괴체체항압성능적영향경위현저。
In order to study the effect of dry masonry method and wet masonry method on compressive behaviors of different types of the cross bore chain concrete hollow block masonries, compression tests of four group (24) specimens were tested, and the differences between their failure characteristics and compressive strengths are analyzed. The results show that the dry masonry losses its bearing capacity after cracks appearing and developing, while the wet masonry is crushed without cracks appearing. The compressive strength of wet masonry is much higher than that of the dry masonry. The effect of different masonry methods on the masonry of smaller size is more obvious.