4.6 Article

Mechanical Properties of a New Type Recycled Aggregate Concrete Interlocking Hollow Block Masonry

期刊

SUSTAINABILITY
卷 13, 期 2, 页码 -

出版社

MDPI
DOI: 10.3390/su13020745

关键词

interlocking concrete hollow block; mechanical properties; compressive strength; shear strength; recycled aggregate; block masonry

资金

  1. National Key R&D Program of China [2018YFD1100402]
  2. Fundamental Research Funds for the Central Universities
  3. Postgraduate Research & Practice Innovation Program of Jiangsu Province [No.KYCX17_0125]

向作者/读者索取更多资源

A new type of interlocking hollow block using recycled aggregates concrete was proposed to improve construction efficiency, with mechanical properties studied and experimentally validated. Modifying coefficients and considering the positive contribution of connecting keys can accurately predict the compressive strength of masonry.
Considering the advantages of energy conservation and reducing the construction skill requirement of the workers, a new type of interlocking hollow block using recycled aggregates concrete (IHB-RAC) with the compressive strength up to 10 Mpa was proposed, which could help improve more than 56% of the construction efficiency compared to commonly used concrete hollow blocks. In order to study the mechanical properties and promote the application of this new type block in building engineering, the masonries considering different strengths of mortar and the concrete used in the grouting holes were designed, and the corresponding compressive and shear strength, as well as the failure mode of the masonries were studied according to the test results. Then, experimental results were compared with the calculated values obtained from Chinese code GB50003-2011 to check the suitability of the standards. In order to make an accurate prediction of the compressive strength of the masonry, modifying coefficients were suggested considering the positive contributions of the connecting keys. In addition, according to the test results, an appropriate calculation method for accurately predicting the shear strength of the grouted IHB-RAC masonry was proposed by separately considering the effort of the mortar and the grouting hole concrete.

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