在沿海建筑预制地基制造中使用捆扎带变化替代钢筋的实验研究

Maria Septhree Winna Sitohang, Elvira Elvira, A. Supriyadi
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引用次数: 0

摘要

坚实的地基是使用钢筋的混凝土混合物,但钢筋在沿海地区使用时有腐蚀性的缺点。因此,本研究使用捆扎带替代钢筋。本研究的重点是轻质建筑砂浆板的制造,特别是在地基部分,如地基基础。 本研究使用了 5 种不同的楼板混合物,其中包括:变化 A1,即没有额外捆扎带的砂浆楼板;变化 B1,即在上下两层各增加 3 条厚度为 1 层的捆扎带的砂浆楼板;以此类推,直到变化 B4,即厚度为 4 层的砂浆楼板。砂浆板弯曲试验结果表明,变化 A1、B1、B2、B3 和 B4 的弯矩值分别为 0.148 kN.m、0.183 kN.m、0.222 kN.m、0.278 kN.m、0.325 kN.m。从这项研究中可以得出结论,要获得较高的弯矩值,使用的捆扎带越多。
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Experimental Study On The Use Of Strapping Band Variation As A Substitute For Steel Reinforcement In The Manufacture Of Precast Foundation For Coastal Construction
A solid foundation is a concrete mix using steel reinforcement, but the reinforcement has the disadvantage of being corrosive when used in coastal areas. Therefore, this research uses strapping bands as a substitute for steel reinforcement. This research is focused on the manufacture of mortar plates for lightweight construction, especially in foundation parts such as footing foundations.  This research used 5 (five) variations of slab mixture including, variation A1 which is mortar slab without additional strapping band, variation B1 which is mortar slab with additional 3 pieces of strapping band as thick as 1 layer on each top and bottom layer, so on up to variation B4 as thick as 4 layers. The results of the mortar plate bending test obtained the value of the bending moment of variations A1, B1, B2, B3, and B4 are 0.148 kN.m; 0.183 kN.m; 0.222 kN.m; 0.278 kN.m; 0.325 kN.m. Then the maximum bending moment value is averaged in the variation that uses a 4-layer thick strapping band. From this research it can be concluded that to get a high bending moment value, the more strapping bands are used.
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