As urbanization is rapidly growing the construction of residential area is perpetrating intensely and at the same time the world is also facing the energy resource shortage. There be responsibility to modify the housing design and construction technologies which are used today to reduce the cost, CO2 emission, and sustainable development and energy conservation concept. There is a need to focus on such materials which along with traditional construction materials as brick to satisfy the properties like thermal conductivity, embodied energy, durability, sound insulation, earthquake resistance and strength. The use of expanded polystyrene beads (EPS) is best suitable for this purpose. In this paper an attempt has be made to review the strength aspects of EPS embedded as a non -load bearing internal wall and its prospective design and implementation in the building to make it energy efficient. The main purpose of this study is to design the optimum mix percentage of the EPS brick for non-load bearing internal wall application and to compare the strength performance of EPS brick wall compared to conventional brick wall. With regard to the laboratory tests, several compression tests were performed on wall samples. Wall sample has been built with expanded brick connected with mortar. The mix proportions of EPS use are 0 %, 16.7 %, 33.3 % and 50 % of sand replacement. Depending on the four types of in situ tests carried out (compression test, deflection test, strain stress test, and thermal insulation test), same dimensions of prism were use. The test conducted based on ASTM C 129-85 (1990) testing standards. The experimental study shows that EPS prism application achieved the standard average strength 3.45 MPa, the highest compressive stress value for EPS brick prism by 16.7 % EPS brick, about 3.90 MPa with 18.48 kg weight. The modulus elasticity about 13.34 MPa for 16.7 % EPS is the highest among three sample. The lowest deflection value is about 1.75 mm for sample 16.7 % EPS. The thermal conductivity lowest value is 0.21 W/mK for 50 % EPS replacement. Conclude that, the EPS beads is suitable to replaced sand in brick making process and able to applied as non-load bearing wall in construction.
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机译:随着城市化的迅速发展,住宅区的建设正在紧锣密鼓地进行,与此同时,世界也面临着能源资源短缺的问题。现在有责任修改住房设计和建造技术,以减少成本,减少二氧化碳排放以及可持续发展和节能理念。需要关注与传统建筑材料(例如砖)一起满足诸如导热性,体现的能量,耐久性,隔音性,抗震性和强度的特性的材料。膨胀聚苯乙烯珠(EPS)的使用最适合此目的。在本文中,已尝试审查作为非承重内墙嵌入的EPS的强度方面及其在建筑物中的前瞻性设计和实现,以使其节能。这项研究的主要目的是设计用于非承重内墙应用的EPS砖的最佳混合比例,并比较EPS砖墙与传统砖墙的强度性能。关于实验室测试,对墙壁样品进行了几次压缩测试。墙壁样品是用膨胀的砖和砂浆连接而成的。 EPS用量的混合比例为更换沙子的0%,16.7%,33.3%和50%。根据所进行的四种原位测试类型(压缩测试,挠曲测试,应变应力测试和隔热测试),使用相同尺寸的棱镜。该测试是根据ASTM C 129-85(1990)测试标准进行的。实验研究表明,EPS棱镜应用达到的标准平均强度为3.45 MPa,EPS砖棱镜的最高压缩应力值为EPS砖的16.7%,约为3.90 MPa,重量为18.48 kg。 EPS为16.7%时,约13.34 MPa的模量弹性是三个样品中最高的。样品16.7%EPS的最低挠度值约为1.75毫米。更换50%EPS时,导热系数最低值为0.21 W / mK。结论是,EPS珠粒适合在制砖过程中替代砂粒,并可以在建筑中用作非承重墙。
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