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Experimental Study on Flexural Behaviors of Ali-lightweight Aggregate Concrete Beams and Slabs

机译:Ali-轻质骨料混凝土梁和板坯弯曲行为的实验研究

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The use of lightweight and energy saving materials is the main trend of modern building and construction technology. All-lightweight aggregate concrete, which is a new type of lightweight aggregate concrete, not only has all the advantages of light weight concrete but also a lower apparent density of 600kg/m3. At present, the commonly-used energy-saving organic insulation materials include the EPS insulation and polyurethane insulation. The paper presents a new type of all-lightweight inorganic aggregate concrete by replacing organic material, in order to obtain a lightweight, energy-efficient building structure which synthesizes the load-bearing capacity, lightweight and energy-saving. Tests on the flexural behaviors of 11 all-lightweight aggregate concrete beams and 6 slabs were conducted. The effects of steel reinforcement ratio and loading distribution on the flexural and shear behaviors and method to calculate the load carrying capacity were carried out. The feasibility of application of all-lightweight aggregate concrete on multi-story buildings and to replace common reinforced concrete members in bending was discussed. The experimental study in the paper can provide a basis of the lightweight and energy-saving multi-story structure.The system of building structure with all-lightweight aggregate concrete with the performance of bearing, light-weight and energy conservation is viewed as a main direction in modern architectural technology. Because the all-lightweight aggregate concrete can reduce the structural dead weight, the load of foundation, the cost of foundation, and it also realize inorganic, low-carbon of the building. Overcome the malpractice of styrofoam board's inflammability. Recently, the all-lightweight aggregate concrete is mostly used to make small size concrete blocks, wall board, roof and so on, but hardly used as structural load-bearing components at home and abroad. This paper mainly studies on the bearing capacity of normal section, oblique section, floor slab that made by the all-lightweight aggregate concrete. Lay the foundation for instead of ordinary concrete flexural member and forming the multistory building structural system with light quality and energy conservation.
机译:轻质和节能材料的使用是现代建筑和施工技术的主要趋势。全轻质骨料混凝土,这是一种新型轻质聚集体混凝土,不仅具有轻度混凝土的所有优点,而且还具有600kg / m3的较低表观密度。目前,共同使用的节能有机绝缘材料包括EPS绝缘和聚氨酯绝缘。本文通过更换有机材料,提供了一种新型的全轻质无机骨料混凝土,以获得轻量级,节能的建筑结构,可合成承载能力,轻质和节能。对11个全轻质骨料混凝土梁和6个板坯进行弯曲行为的测试。进行了钢筋率和装载分布对计算承载能力的弯曲和剪切行为和方法的影响。讨论了在多层建筑物上施加全轻质骨料混凝土的可行性,并在弯曲中取代普通钢筋混凝土构件。本文的实验研究可以提供轻质和节能的多层结构的基础。与轴承,轻量级和节能性能的全轻质骨料混凝土建筑结构系统视为主要现代建筑技术方向。由于全轻型骨料混凝土可以减少结构枯萎,基础负荷,基础成本,也实现了建筑物的无机,低碳。克服了蛋白酶溶液局部炎症的弊端。最近,全轻质的骨料混凝土主要用于制造小型混凝土块,墙板,屋顶等,但几乎用作国内外的结构承载部件。本文主要研究了全重量级骨料混凝土制造的正常剖面,斜剖面,斜面板的承载力。为代替普通的混凝土弯曲构件奠定基础,并形成了轻质和节能的多层建筑结构系统。

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