关于竹筋铁水泥板抗弯行为的综述论文

1. NovateurPublications, Mukta S. Bangar, Dr. U. R. Kawade2
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引用次数: 0

摘要

与传统的钢筋混凝土不同,铁水泥在铺设和组织钢筋构件时采用了不同的方法,是一种发展中的技术。它由浸在水泥砂浆中的多层紧密排列的金属丝网组成。混凝土建筑历来使用钢筋,但由于成本和供应问题,用其他合适的材料取代钢筋变得越来越重要。在世界大多数国家,建筑行业是资源和能源的最大使用者。由于竹子是一种价格低廉的天然材料,而且来源广泛,因此可以用竹子替代铁水泥建筑加固用的钢丝网。本文介绍了用不同竹网层数和竹筋间距加固水泥梁的试验结果。这些实验的主要目的是确定不同竹网层数和间距对水泥梁抗弯强度的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A REVIEW PAPER ON FLEXURAL BEHAVIOR OF BAMBOO REINFORCED FERROCEMENT PANELS
By spreading and organizing the reinforcing elements differently from traditional reinforced concrete, ferrocement is a developing technology. It is made up of numerous layers of closely spaced wire mesh immersed in cement mortar. Steel has historically been utilized as reinforcement in concrete constructions, however due to cost and availability issues, it is becoming increasingly important to replace steel with another appropriate material. In the majority of the world's countries, the building sector is the largest user of resources and energy. Because bamboo is an inexpensive, naturally occurring material that is also widely available, wire meshes for reinforcing Ferrocement buildings can be replaced with bamboo. The testing findings of cement beams reinforced with varying numbers of bamboo mesh layers and bamboo reinforcement spacing are presented in this paper. These experimental experiments' primary goal is to determine how utilizing varying numbers of bamboo mesh layers and spacing variations affects the flexural strength of cement beams.
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