Abstract: Disclosed are a design method for an ROPS framework and a cab for engineering machines. The design method for an ROPS framework comprises: obtaining target values of a lateral load Fmax and lateral load energy Umax of an ROPS framework by calculation according to the standards of earth-moving machines; selecting a suitable cab framework structure type from a simply supported beamstructural mechanics model; and calculating the sum of profile sectional moduli of all pillars and top cross beams according to a maximum lateral load Fmax quick calculation formula and a maximum load energy Umax quick calculation formula, selecting suitable profiles based on the sum, and constructing a closed spatial framework structure according to the selected cab framework structure type.

Abstract: Disclosed are an optimal design method for top cross beams of an ROPS framework and a cab for engineering machines. The optimal design method comprises: analyzing bending stress of a portal hyperstatic structural mechanics model to obtain the ratio n of an inertia moment I of top cross beams to an inertia moment I of pillars when the maximum bending stress of the top cross beams is equal to the maximum bending stress of the pillars, such that lightweight design of the ROPS framework is realized.

Abstract: Disclosed are an optima design method for a middle cross beam of an ROPS framework and a cab for engineering machines. The optimal design method comprises: solving a height dimension of a middle cross beam when the maximum bending moment on pillars is minimum by analyzing the influence of the height dimension of the middle cross beam in a portal hyperstatic structural mechanics model on the distribution relation of two bending moments on the pillars, to obtain an optimal height dimension relation of the middle cross beam; and obtaining a profile sectional parameter design relation of the middle cross beam by analyzing a design objective that the middle cross beam and the pillars enter a plastic deformation zone at the same time, and using the relation to guide the selection of an ROPS framework structure and profiles to improve the design quality of an ROPS framework.