Обґрунтування ефективних параметрів глибоких кар’єрів при використанні комбінованого транспорту
Abstract
Дисертація присвячена вирішенню актуальної науково-практичної задачі
встановлення закономірностей зміни витрат на транспортування гірничої маси
за схемами комбінованого транспорту в залежності від їх параметрів, що дозволило визначити оптимальну глибину спорудження перевантажувальних пунктів комбінованого транспорту із урахуванням параметрів глибоких кар’єрів.
Аналіз взаємозв’язків схем транспорту з параметрами глибоких кар’єрів дозволяє стверджувати, що їх ефективні контури визначаються параметрами схем комбінованого транспорту і приконтурної зони родовища.
Встановлено, що найменші витрати на гірничі роботи на глибоких кар’єрах
досягаються шляхом використання схеми автомобільно-конвеєрного транспорту
з наскрізним проїздом автосамоскидів при розвантаженні їх в бункер. Диссертация посвящена решению актуальной научно-практической задачи
установления закономерностей изменения затрат на транспортировку горной
массы по схемам комбинированного транспорта в зависимости от их параметров, что позволило определить оптимальную глубину сооружения перегрузочных пунктов комбинированного транспорта с учетом параметров глубоких карьеров.
Анализ взаимосвязей схем транспорта с параметрами глубоких карьеров
позволяет утверждать, что их эффективные контуры определяются параметрами
схем комбинированного транспорта и приконтурной зоны месторождения.
Установлено, что наименьшие затраты на горные работы на глубоких карьерах достигаются путем использования схемы автомобильно-конвейерного
транспорта со сквозным проездом автосамосвалов при разгрузке их в бункер. The thesis solved the current scientific and practical problem of establishing pat-
terns of changes in the cost of transporting rock mass during the deepening of mining
operations on the schemes of combined transport depending on their parameters, which allowed to determine the optimal depth of construction of transshipment points of combined road-rail and road-conveyor transport with their simultaneous use and in connection with the parameters of deep open-pit mines, due to which it was possible to increase the efficiency of opencast mining in deep open-pit mines by reducing the cost of transportation and mining and capital works.
The analysis of the interrelationships of the main parameters of deep ope-npit
mines with each other and with transport schemes allows us to assert that the effective contours of deep quarries are determined by the parameters of the combined in-pit transport schemes and the minimum volume of the near-contour zone of the deposit.
Studies of the parameters of deep open-pit mines have established that the optimal
location of the contours of the open-pit mine of a certain depth relative to the horizontal capacity of the field should be considered such that the volume of the contour zone of the field will be minimal. The parameter characterizing this position starts from the point of intersection of the line of the mineral contour in the lying side and the surface to the upper edge of the open-pit mine board in the lying side of the ore body (b x ). The position of the current contours of the open-pit mine is determined taking into account the established design contours of the parameter b, the distance between the points of intersection of the surface with the lines of the contour of the mineral and the side of the open-pit mine in the lying side.
A method has been developed to establish the boundary contours of deep open-
pit mines, taking into account the change in the cost of transportation of rock mass
during the deepening of mining operations, which takes into account the change in the
distance of transportation in calculating the cost of field development.
At opening of deep horizons of iron ore open-pit mines, from the point of view of
reduction of consumption by dump trucks of diesel fuel, introduction of the transport
scheme with through front of works and through passage of dump trucks at their unloading in the bunker is offered. Thus fuel consumption for one transport cycle will be reduced by 2 liters, thus, at annual productivity of 10 million tons, economy of diesel fuel will make 150 thousand l.
An algorithm for calculating the depth of introduction of transshipment points for
rail transport and conveyor transport in deep open-pit mines has been developed, which has reduced the cost of transporting rock mass.
The analysis of economic and mathematical models of combined transport in the
conditions of Kacharsky open-pit mine showed that in comparison with motor transport costs for transportation of residual total volume of rock mass at use of automobileconveyor with introduction of the conveyor lift on depth of 270 m decrease by 37,6%, railway (H r = 150 m) and automobile-conveyor (Hс = 330 m) – by 50.3%, automobilerailway (H r = 150 m) and automobile-conveyor (Hс = 345 m) – by 50.8%.
Based on the developed provisions for the implementation of effective schemes
of combined intra-open-pit mine transport, the use of a new design of the
transshipment point (Patent of Ukraine № 119491) with the possibility of through trucks in their unloading in the receiving hopper of the conveyor lift, which reduces costs.
Dependences of reduction of expenses for mining and capital works for deep open-
pit mines of Ukraine and Kazakhstan at construction of a transshipment point of the
combined motor-conveyor transport of the offered design on loading capacity of dump
trucks which allow to assert about efficiency of application of transshipment dump trucks during their unloading by reducing the volume of mining and capital works.
It is recommended that the skip transport installation for completion of contour
stocks under transport berms of deep open-pit mines is developed as the intermediate
reloader that allows to include in development of additional volume of mineral without
need of transfer of transport communications and separation of a board of a open-pit
mine and, at the expense of costs of mining and capital works.
The use of the developed transshipment devices of combined intra-open-pit mine
transport will allow to reduce the costs for the development of the field in deep open-
pit mines by at least UAH 7-9 million.