CAJ | 학술논문

灌孔复合陶粒混凝土砌块砌体是以EPS颗粒混合土为内芯、以陶粒混凝土空心砌块为外模组成的一种新型复合承重墙体材料，为使其在地震区村镇底层建筑中得到推广应用，进行了灌孔复合砌块砌体抗剪强度和抗压强度试验，分析了砌体裂缝开展及破坏过程。试验结果表明：灌孔复合砌块砌体的受压、受剪破坏过程及特征与普通混凝土小型空心砌块砌体相似，通过试验数据分析表明该复合砌块砌体结构非常适合荷载和层数较少的村镇低层建筑。
관공복합도립혼응토체괴체체시이EPS과립혼합토위내심、이도립혼응토공심체괴위외모조성적일충신형복합승중장체재료，위사기재지진구촌진저층건축중득도추엄응용，진행료관공복합체괴체체항전강도화항압강도시험，분석료체체렬봉개전급파배과정。시험결과표명：관공복합체괴체체적수압、수전파배과정급특정여보통혼응토소형공심체괴체체상사，통과시험수거분석표명해복합체괴체체결구비상괄합하재화층수교소적촌진저층건축。
Grouted composite ceramsite concrete block masonry is a kind of new material for load-bearing walls.In order to promote the application of this new material in village and town low-rise buildings of seismic area ,compression and shear strength of composite brick masonry was tested and crack and failure progress was analyzed.The test results showed that the failure processes and characteristics of the grouted composite block masonry in compression and in shear were similar to that of the small-sized hollowed concrete block masonry , through the analysis of test data showed that the composite block masonry was suitable for buildings in village and town.