首页> 外文会议>International Symposium on Innovation Sustainability of Structures in Civil Engineering;ISISS'2007 >EXPERIMENTAL STUDY ON THE MECHANICAL PROPERTIES OF THE CONCRETE SOLID BRICK MASONRY MADE OF RECYCLED AGGREGATES
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EXPERIMENTAL STUDY ON THE MECHANICAL PROPERTIES OF THE CONCRETE SOLID BRICK MASONRY MADE OF RECYCLED AGGREGATES

机译:再生骨料混凝土实心砖砌体力学性能的试验研究

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摘要

In China, a huge quantity of construction and demolition (C & D) wastes are produced every year, these wastes are mainly composed of concrete rubbles or bricks. The disposal of the wastes has become a severe social and environmental trouble in the territory. The possibility of reuse these wastes in construction industry is thus of increasing importance. Concrete solid brick made of recycled aggregates is a new kind of brick which uses the concrete rubbles or bricks as aggregates, and it is a recycled building material that has good development prospect. In this paper, the test results of 18 concrete solid brick masonry specimens made of recycled aggregates under compression and 36 concrete solid brick specimens made of recycled aggregates under shear are given, and the characteristics of these masonry specimens under loading are discussed in detail. The formulas calculating the compressive strength and shear strength of the concrete solid brick masonry members made of recycled aggregates are given, and the design values of compression strength and shear strength that may be used in the design of buildings are also suggested. Based on analysis for the stress- train relationship of the solid brick masonry specimens under compression, the numerical expression of compressive stress-stain relationship and the elastic modulus of the solid concrete brick masonry members are also suggested. This may be as a reference for the applications of solid concrete brick masonry structures.
机译:在中国,每年产生大量的拆建废料,这些废料主要由混凝土瓦砾或砖块组成。废物的处置已成为香港的严重社会和环境问题。因此,在建筑行业中再利用这些废物的可能性变得越来越重要。由再生骨料制成的混凝土实心砖是一种以混凝土瓦砾或砖为骨料的新型砖,是一种具有良好发展前景的再生建筑材料。给出了18个再生骨料在压力下的混凝土实心砖砌体标本和36个再生骨料在剪切作用下的混凝土实心砖砌体标本的测试结果,并详细讨论了这些砌体在荷载作用下的特性。给出了由再生骨料制成的混凝土实心砖砌体构件的抗压强度和抗剪强度的计算公式,并提出了可用于建筑物设计的抗压强度和抗剪强度的设计值。在分析实心砖砌体受压状态下的应力-应变关系的基础上,提出了实心砖砌体受压应力-染色关系及弹性模量的数值表达式。这可以作为实心混凝土砖石结构应用的参考。

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