1. Analysis of rigging assembly for lifting heavy industrial modules
- Author
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Westover, L., Olearczyk, J., Hermann, U., Adeeb, S., and Mohamed, Y.
- Subjects
Modular construction ,Prefabrication ,Engineering research ,Hoisting machinery -- Research ,Finite element method -- Usage ,Engineering and manufacturing industries - Abstract
Modularization of heavy industrial plants is a standard mode of operation utilized to reduce costs, site congestion, and schedule. The standard module is 6 m wide, 24 to 36 m long, and up to 7.5 m high (20 ft wide, 80 to 120 ft long and 24 ft high) with weights ranging from 50 to 160 tonnes. On-site traditional rigging arrangements are costly to adjust for dimension and center of gravity and have inherent safety risks in handling the rigging. Additionally, the modules are often over-designed because of uncertainties in the load redistribution due to lifting. The aim of this work is to design a new system, improving upon the limitations of the traditional system. To achieve this goal, a thorough understanding of the traditional system is required. In this paper, finite element analysis was used to analyze the load redistribution due to lifting of three module types with different sizes under various extreme loading scenarios. The results show that load redistribution depends primarily on the triangular assembly of the traditional rigging independent of the module type, size and loading. Secondly, an adjustable and functionally very flexible engineered module lift frame was designed to handle the variety of loading and dimensional conditions and reduce module stresses exerted due to lifting. It is comprised of two main running beams, adjustable interconnecting cross braces, sliders for longitudinal flexibility in connection points, and supporting slings to a common upper point. Finite element analysis was used to confirm the module lift frame loading resistance and to determine its limits under a variety of extreme loading scenarios. There are significant improvements in the module load redistribution forces as compared to traditional rigging. Key words: finite element analysis, rigging, module, construction engineering, structural engineering. La modularisation des usines industrielles lourdes represente un mode de fonctionnement normalise utilise pour reduire les couts, la congestion des sites et l'echeancier. Le module normal mesure 6 m de large, de 24 a 36 m de long, et jusqu'a 7,5 m de haut (20 pi de large, de 80 a 120 pi de long et 24 pi de haut) et son poids varie de 50 a 160 tonnes. Les dispositions des greements traditionnels sur le site sont couteuses a ajuster aux dimensions et au centre de gravite et elles presentent des risques de securite inherents lors de la manutention des greements. De plus, les modules sont souvent surdimensionnes en raison des incertitudes dans la redistribution des charges dues au levage. L'objectif de ce travail est de concevoir un nouveau systeme en ameliorant les restrictions du systeme traditionnel. Pour atteindre cet objectif, il faut tres bien connaitre le systeme traditionnel. Dans cet article, une analyse par elements finis a ete utilisee pour analyser la redistribution des charges en raison du levage de trois types de modules de dimensions differentes selon divers scenarios de chargement extremes. Les resultats montrent que la redistribution des charges depend principalement de l'assemblage triangulaire du greement traditionnel, peu importe le type de module, sa dimension et la charge. Deuxiemement, un cadre de levage des modules, ajustable et tres flexible, a ete concu pour accepter les charges et les dimensions variees et reduire les contraintes sur les modules induites durant le levage. Ce cadre comporte deux poutres longitudinales, des traverses de raccord ajustables, des glisseurs pour permettre une flexibilite longitudinale aux points de raccord, ainsi que des elingues de soutien reliees a un point commun vers le haut. L'analyse par elements finis a permis de confirmer la resistance a la charge du cadre de levage de modules et de determiner ses limites sous divers scenarios de chargement extremes. Il y a eu des ameliorations importantes dans les forces de redistribution des charges de modules lorsqu'on les compare a la redistribution des greements traditionnels. [Traduit par la Redaction] Mots-cles: analyse par elements finis, greement, module, genie construction, genie des structures., 1. Introduction Modular construction is an efficient and cost-effective method to construct large industrial plants. The individual modules are constructed off-site in a controlled environment, transported to the site and [...]
- Published
- 2014
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