Hydraulisen puomin avoimen piirin koordinaattiohjaus paine-ero-tilavuusvirta-approksimaation avulla

Diplomityön tavoitteena oli kehittää mahdollisimman hyvä koordinaattiohjaus. Sen tuli olla jälkiasennettavissa perinteisen ohjauksen rinnalle työkoneisiin, joissa on käytetty sähköohjattuja proportionaaliventtiileitä. Työssä keskityttiin tutkimaan suuntaventtiilin yli vallitsevasta paine-erosta saatavan tilavuusvirtatiedon hyödyntämistä ohjauksessa. Työn ensimmäisessä vaiheessa koordinaattiohjaus toteutettiin käyttäen 0-peittoisilla karoilla ja karan asematakaisinkytkennällä varustettuja suuntaventtiileitä. Hydrauliseen kuristukseen perustuen saatiin paine-erosta käyttökelpoista tilavuusvirtasignaalia ja koordinaattiohjauksen liikeradan seurannassa oli parhaimmillaan vain 3 cm:n virhe koenosturin työliikkeen pituudella. Toisessa vaiheessa käytettiin työkoneissa yleisesti esiintyvää positiivisin karapeitoin varustettua mobiiliventtiilistöä, jossa oli karakohtaiset painekompensaattorit. Painekompensaattoreiden takia ei paine-eron mittaaminen puhtaasti suuntaventtiilin karan yli ollut mahdollista, jonka takia tyydyttiin koordinaattiohjaus toteuttamaan ilman paineen mittausta luottaen painekompensaattoreiden toimintaan. Käytetyn venttiilistön kavitoinninestotoiminnon huomiointi ohjauksessa jäi ratkaisematta ja se ohitettiin vastusvastaventtiileiden avulla. Koordinaattiohjauksen tarkkuus mobiiliventtiileillä oli vaatimaton ja tulosten toistettavuus heikko. Tulosten perusteella todettiin avoimellakin koordinaattiohjauksella olevan mahdollista saavuttaa lupaava tarkkuus ammattikuljettajiin verrattuna. Mobiiliventtiilistöön liittyvät, työn aikana esiinnousseet epäkohdat olisi ratkaistava ennen käytettyjen menetelmien soveltamista käytännön kohteisiin.

Intelligent mapping of stresses in a hydraulic crane

Continuous loading and unloading can cause breakdown of cranes. In seeking solution to this problem, the use of an intelligent control system for improving the fatigue life of cranes in the control of mechatronics has been under study since 1994. This research focuses on the use of neural networks as possibilities of developing algorithm to map stresses on a crane. The intelligent algorithm was designed to be a part of the system of a crane, the design process started with solid works, ANSYS and co-simulation using MSc Adams software which was incorporated in MATLAB-Simulink and finally MATLAB neural network (NN) for the optimization process. The flexibility of the boom accounted for the accuracy of the maximum stress results in the ADAMS model. The flexibility created in ANSYS produced more accurate results compared to the flexibility model in ADAMS/View using discrete link. The compatibility between.ADAMS and ANSYS softwares was paramount in the efficiency and the accuracy of the results. Von Mises stresses analysis was more suitable for this thesis work because the hydraulic boom was made from construction steel FE-510 of steel grade S355 with yield strength of 355MPa. Von Mises theory was good for further analysis due to ductility of the material and the repeated tensile and shear loading. Neural network predictions for the maximum stresses were then compared with the co-simulation results for accuracy, and the comparison showed that the results obtained from neural network model were sufficiently accurate in predicting the maximum stresses on the boom than co-simulation.

Science Complex Construction

Heavy cranes working on finishing the framework for the addition.

Second Welland Canal - Book 1, Survey Map 2 - Lock 1 and Port Dalhousie

Survey map of the Second Welland Canal created by the Welland Canal Company showing the areas in and around Port Dalhousie and Grantham Township. Identified structures associated with the Canal include Lock 1, East and West Piers, Collector's Office, Lock Tender's House and the new towing path. The surveyors' measurements and notes can be seen in red and black ink and pencil. Local area landmarks and businesses are also identified and include streets and roads (ex. Road to St. Catharines, Side Line, Old Road to Port Dalhousie, Road to Niagara), the Welland Railway and its structures (ex. freight sheds, wood shed, raised platform, elevator, cranes, water tank, turn table, and passenger station), G. A. Clark's Wood Yard, Clark's Wood Office, Alex Muir's Dry Dock, Donald, Andrews and Ross' Dry Dock, RandJ Laurie Flouring Mill, R. Laurie and Company Grist Mill and A. Morrison Saw Mill. A New Road to St. Catharines is featured in red ink. Properties and property owners of note are: Concession 1 Lots 19, 20 and 21, John Christie, and John Clark.

Disseny i càlcul d’un pont grua de 12,6 tones (6.3+6.3) monorail i bigues carril

En el projecte Disseny i càlcul d’un pont grua birrail de 6,3+6,3tones amb les corresponents bigues carril, s’han buscat dos objectius. El primer d’ells, fer una recopilació acurada de la extensa normativa que afecta a aquesta tipologia d’aparells d’elevació. El segon, realitzar el disseny del pont grua seguint la normativa vigent i redactar un projecte complet amb el qual es podria realitzar la fabricació i el muntatge de l’aparell

Síndrome de turner: estudio de serie de casos de una población pediátrica en un hospital de Bogotá - Colombia (Fundación cardio-infantil agosto de 2003 - 2005)

Este es un estudio descriptivo, retrospectivo de reporte de serie de casos con Síndrome de Turner (ST), en el periodo comprendido Agosto 2003 a 2005 en un Hospital especializado de Nivel III de Bogotá Colombia. Se analizó las frecuencias de los cariotipos, fenotipos, de las malformaciones y ciertos procesos asociados, en una población de 31 pacientes con síndrome de Turner. Además, hemos estudiado la relación entre los cariotipos encontrados y los demás aspectos analizados.

Projecte d’ampliació i acondicionament d’una nau industrial destinada a processos metal•lúrgics

El present projecte pretèn ampliar i condicionar una nau industrial existent, destinada a processos metal•lúrgics, propietat de l’empresa Muntatges Industrials Palafolls, SCP. L’establiment es troba situat al polígon Industrial de Can Baltasar, en el municipi de Palafolls. Per tal de dur a terme aquestes modificacions, s’enderrocaran els departaments existents i es dimensionaran en una nova ubicació dintre del recinte de l’establiment. Es dimensionarà una nova estructura per a sustentar un pont grua de 10 tn, situada a l’interior de la nau. A més a més, es dimensionaran les instal•lacions elèctriques i contra incendis de l’establiment. El projecte contindrà tota la documentació necessària per a dur a terme l’ampliació i remodelació de la nau industrial i la instal•lació del pont grua.

Avian mortalities due to transmission line collisions: a review of current estimates and field methods with an emphasis on applications to the Canadian electric network

Birds are vulnerable to collisions with human-made fixed structures. Despite ongoing development and increases in infrastructure, we have few estimates of the magnitude of collision mortality. We reviewed the existing literature on avian mortality associated with transmission lines and derived an initial estimate for Canada. Estimating mortality from collisions with power lines is challenging due to the lack of studies, especially from sites within Canada, and due to uncertainty about the magnitude of detection biases. Detection of bird collisions with transmission lines varies due to habitat type, species size, and scavenging rates. In addition, birds can be crippled by the impact and subsequently die, although crippling rates are poorly known and rarely incorporated into estimates. We used existing data to derive a range of estimates of avian mortality associated with collisions with transmission lines in Canada by incorporating detection, scavenging, and crippling biases. There are 231,966 km of transmission lines across Canada, mostly in the boreal forest. Mortality estimates ranged from 1 million to 229.5 million birds per year, depending on the bias corrections applied. We consider our most realistic estimate, taking into account variation in risk across Canada, to range from 2.5 million to 25.6 million birds killed per year. Data from multiple studies across Canada and the northern U.S. indicate that the most vulnerable bird groups are (1) waterfowl, (2) grebes, (3) shorebirds, and (4) cranes, which is consistent with other studies. Populations of several groups that are vulnerable to collisions are increasing across Canada (e.g., waterfowl, raptors), which suggests that collision mortality, at current levels, is not limiting population growth. However, there may be impacts on other declining species, such as shorebirds and some species at risk, including Alberta’s Trumpeter Swans (Cygnus buccinator) and western Canada’s endangered Whooping Cranes (Grus americana). Collisions may be more common during migration, which underscores the need to understand impacts across the annual cycle. We emphasize that these estimates are preliminary, especially considering the absence of Canadian studies.

The re-identification of great bustard (Otis tarda) from Fishbourne Roman Palace, Chichester, West Sussex, as common crane (Grus grus)

This paper details the results of recent reanalysis of the animal remains from the 1960s excavations at Fishbourne Roman Palace, West Sussex. It argues that specimens originally identified as belonging to the great bustard are, in fact, misidentified remains of common crane. This discovery has important connotations. First, these findings need to be reported so that the avian archaeological record can be updated to avoid future syntheses of Romano-British faunal remains incorrectly including great bustard. Secondly, interpretations of the zooarchaeological remains at Fishbourne Palace will alter, due to the differing ecological histories of bustards and cranes.

Remoção mecânica de plantas aquáticas: análise econômica e operacional

A remoção de plantas aquáticas tem sido utilizada como opção ao controle químico e biológico, em razão de restrições ambientais em algumas regiões brasileiras. O objetivo deste trabalho foi desenvolver um modelo para análise econômica e operacional da remoção mecânica de plantas aquáticas, visando realizar estudo econômico comparativo com o controle químico. A operação foi estudada num reservatório de uma usina de bombeamento em Barra do Piraí-RJ. O sistema consiste de retroescavadeiras instaladas em balsas, usadas para cortar as plantas e liberá-las no fluxo de água. Antes da tomada d'água existe uma barreira flutuante que intercepta as plantas, as quais são removidas por um guindaste fixo nas margens. As plantas são armazenadas por algum tempo e depois descartadas. Existe, ainda, um sistema de limpeza das grades da tomada d'água. Dados do volume total de plantas descartadas foram coletados durante 14 meses, assim como foi avaliado o volume de biomassa produzido por área das principais espécies infestantes. A empreiteira que administra o serviço forneceu planilhas de custos e outro parâmetros operacionais. Um modelo foi desenvolvido para calcular custos por hectare de plantas removidas. Os resultados mostraram custo médio mensal de US$ 17.780,28 por hectare. Apesar do alto custo, o sistema de remoção demonstrou capacidade de controlar apenas 4,1% da área infestada no reservatório, na época da coleta dos dados. Simulando dados de uma aplicação de glyphosate, o controle químico custaria apenas 0,23% do custo da remoção. Análises de sensibilidade mostraram que a compactação das plantas para transporte, o volume de plantas produzidas por área e o custo do transporte são os parâmetros principais para a otimização.

Desenvolvimento de uma ferramenta computacional em excel para automatizar o projeto estrutural de pórticos rolantes

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Gestão da Manutenção Centrada na Confiabilidade em Pontes Rolantes

The objective of this work is to perform a study applying the methodology of Reliability Centered Maintenance - MCC to a group of cranes belonging to Amsted -Maxion in Cruzeiro - SP. The work consists of a presentation of maintenance, the reasons why more and more people worry about maintenance, making a presentation on the types of maintenance, its peculiar characteristics and then do a study where you identified the functionality required by the equipment under study, identified failure modes and their probable causes, and then detail the effects and consequences of these failures. With that evaluate the criticality of these failures and identify the most significant consequences that affect safety, availability or cost of equipment operation and allow a selection of the most appropriate tasks for the identified failure modes. We will also present best crane equipment, its main components, verify that there was or not improvement in the machine after the application of MCC and make a current analysis of maintenance in Amsted -Maxion

Análise estática de um guindaste de torre, utilizando o método dos elementos finitos

The finite element method is of great importance for the development and analysis of a new product being designed or already on the market, and that requires some specific request or special application. The tower crane, being an essential equipment for modern construction to increase productivity and safety on construction sites, is required for many types of special applications day after day, in many kinds of work. Paying attention to this growing need for handling special projects for the tower crane, faced with the importance and necessity of development and improvement of knowledge in more accurate and practical calculation methods such as the finite element method , for greater agility and precision in the response to a new project. The tower crane is defined by the maximum load moment that it can act with a certain amount of load. The tower crane which will be analyzed in this work , for example, is a tower crane with a resulting capacity of 85 Metric Tons which are considered basic dimensions data of a fisical tower crane of a crane company Liebherr in Guaratinguetá . Thus, the project analysis will begin with the threedimensional representation of the crane lines with AutoCAD software , conversion of this model to the format accepted ANSYS Workbench and completion of 3D modeling of structural components in Design module ANSYS software. After structural modeling is completed, the simulation is performed in static simulation of ANSYS Workbench software mode. The standards will be adopted to DIN (Deutsches Institut für Normung) and EN 14439 (Europäische Normung 14439) and some NR 's related to specific security class of tower cranes, which will be referred throughout the work

Desenvolvimento de uma ferramenta paramétrica em linguagem APDL para o cálculo da estrutura de um pórtico rolante

Pós-graduação em Engenharia Mecânica - FEG