Arch dam pouring block construction control method
A control method and block control technology, applied in arch dams, dams, special data processing applications, etc., can solve problems such as large workload, time-consuming, and complex analytical relationships, and achieve the effect of improving construction efficiency and ensuring construction accuracy.
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[0056] The arch dam pouring block masonry method comprises the following steps: a, first carry out arch dam shape parameter curve fitting, wherein the control parameters of the arch crown beam section are the upstream dam surface curve of the arch crown beam and the thickness Tc of the arch crown beam, the horizontal arch The control parameters of the ring are the X and Y coordinates of the arch end, the curvature radius R of the arch ring and the central angle:
[0057] (1) Parameter fitting of arch crown beam:
[0058] The curve of the upstream dam surface of the crown beam and the thickness Tc of the crown beam at any point along the elevation are fitted by cubic curve interpolation, and the fitting formula is:
[0059] T c (z)=t 0 +t 1 *z+t 2 *z 2 +t 3 *z 3
[0060] A u (z)=a 0 +a 1 *z+a 2 *z 2 +a 3 *z 3
[0061] In the formula, A u (z) - the distance from the upstream surface point of each calculated elevation arch crown section to the dam axis;
[0062]...
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