資源循環型建築構造を可能にする要素非接着型組積工法による壁体内のプレストレス分布

概要

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In this study, Scheme of Sustainability is considered as a solution of two Equations, Line Equation and Functional Equation, and the structure where each element is unbonded realizing Reuse highly esteemed about Sustainability is proposed. And the analysis that used the general solution of binomial distribution about the prestress distribution in the wall by proposed construction method is verified by the experiment. As a result, it is found that total of the prestress in one layer accumulates like the case of 1-dimensional masonry, and that the rate of prestress which is transmitted to the brick of the 1st layer just under the bolting position can be evaluated using k and k', a pair of the rate which prestress transmits to a more nearly lower layer, not dependent on n, number of layers bolted.