多孔砖砌体抗压强度随着孔洞率的增加而减少。
The strength of perforated brick masonry decreases with the increasing of void ratio.
通过试验研究了混凝土多孔砖砌体的弯曲抗拉强度。
The flexural tensile strength of perforated concrete brick masonry is studied by experiment.
通过试验研究了再生混凝土多孔砖砌体的抗剪强度。
The shear strength of recycled aggregates concrete perforated brick masonry has been researched by experiment.
应用实践表明，推广应用集中配筋多孔砖砌体是可行的。
The practices show that it is feasible to spread and apply centralized porousreinforced brickwork.
多孔砖砌体是一种新型墙体材料，有不同于普通实心砖砌体的受力影响因素。
Perforated brick masonry is a new wall materials, it has the different affect factors to ordinary brick masonry.
本文首先进行了烧结页岩模数多孔砖砌体的轴心抗压试验研究和局部均匀受压的试验研究。
Firstly, the experimental studies of axial compression and local bearing of fired module perforated brick shale are done.
盲孔多孔砖砌体的通缝抗剪强度略低于规范计算值，为保证结构安全，建议设计时乘以系数0.9；
The shearing strength of back covered porous brick masonry is slightly lower than the Standard level. A coefficient of 0.9 can be multiplied to ensure the safety of structures.
以砂浆强度为主要参数，对18个蒸压粉煤灰多孔砖砌体试件及15个普通黏土砖砌体试件进行受压试验。
The compression tests are made on 18 autoclaved fly ash perforated brick masonry samples and 15 common clay brick masonry samples taking mortar strength as main parameter.
本文在对黄河淤泥承重多孔砖砌体的抗压、抗剪性能研究的基础上，又对其整体弯曲抗拉能力进行了探索研究。
In this paper, based on the study of compressive performance and shear strength of Yellow River silt bearing cellular bricking structures, the study of flexural behavior is also carried on.
KP1型矩形条孔烧结页岩多孔砖砌体墙上应采用空心砌体专用膨胀螺栓，因其能够形成可靠的“自螺母效应”。
In KP1 type perforated brick masonry, expansion bolt especially design for perforated brick is prefer, because it can form "self- anchor" effect and hold tightly in brick hole.
从砌体抗压强度、裂缝开展以及破坏特征等方面分析，黄河淤泥多孔砖可以替代黏土砖用作承重墙材。
Yellow River sullage porous brick can substitute for clay brick and be used as bearing wall material based on analysis of masonry compression strength, crack development and breakage feature.
从砌体抗压强度、裂缝开展以及破坏特征等方面分析，黄河淤泥多孔砖可以替代黏土砖用作承重墙材。
Yellow River sullage porous brick can substitute for clay brick and be used as bearing wall material based on analysis of masonry compression strength, crack development and breakage feature.
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