Study of Face Shell Bedding Concrete Blocks Prisms with Different Laying Mortar Strength

机译：不同砌筑砂浆强度的面层混凝土砌块棱柱的研究

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The structural masonry has as basic characteristic the use of the supporting walls, formed with structural blocks joined by seating mortar. The blocks must have compressive strength compatible with the loads to which they will be subjected to, and the mortar must be adequately resisted in order not to compromise the structure of which it is part of, and absorb the deformations to which the masonry is subjected. Two types of mortar bedding are recommended: full bedding, covering net area for unit, and face shell bedding, where the mortar is placed only in the face shell area of the block. This work aims to test the compression of face shell bedding concrete blocks prisms with two traces of mixed mortar with different compressive strength. It has been concluded that the increase of the compressive strength of the mortarinfiuences the increase in the compressive strength of the prisms with face shell bedding type.

机译：结构砌体的基本特征是使用支撑墙，支撑墙由结构块通过砂浆连接而成。砌块的抗压强度必须与它们将承受的荷载相适应，砂浆必须具有足够的抵抗力，以不损害其所属的结构，并吸收砌体所承受的变形。建议使用两种类型的砂浆垫层：全垫层、单元的净覆盖面积和面壳垫层，其中砂浆仅放置在砌块的面壳区域。本工作旨在测试具有不同抗压强度的两种微量混合砂浆的面壳垫层混凝土砌块棱柱体的压缩。得出的结论是，砂浆抗压强度的增加会增加面壳垫层式棱柱体的抗压强度。

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《Symposium on Characterization of Minerals, Metals, and Materials》|2021年|517-522|共6页
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T. E. S. Lima; A. R. G. Azevedo; M. T. Marvila; E. B. Zanelato; A. L. C. Paes; J. Alexandre; S. N. Monteiro;
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Structural masonry; Prism; Mortar; Resistance;

机译：结构砌体;棱镜;灰浆反对;

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6. Study of Face Shell Bedding Concrete Blocks Prisms with Different Laying Mortar Strength [C] . T. E. S. Lima, A. R. G. Azevedo, M. T. Marvila, TMS Annual Meeting Exhibition;Characterization of Minerals, Metals, and Materials Symposium . 2021

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Study of Face Shell Bedding Concrete Blocks Prisms with Different Laying Mortar Strength

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