Abstract:
시편에 대해 X-ray CT 촬영을 수행함에 있어서 시편의 복셀 중에서 순수 매질이 혼합되어 있는 믹셀에 대해서, 각각의 순수 매질이 차지하는 부피 즉, 해당 믹셀에 혼합된 순수 매질의 부피비를 산출할 수 있게 되어, X-ray CT 촬영에서의 최소 단위에 존재하는 각 순수매질의 부피비를 측정한다.
Abstract:
PURPOSE: A blast pressure effusion restraint device for an empty hole and an environmentally-friendly center-cut blasting method using the same are provided to maximize blasting efficiency by blocking the open top of an empty hole in order to prevent the outflow of blast pressure. CONSTITUTION: A blast pressure effusion restraint device for an empty hole comprises first to third air ball plugs(110,120,130). A plug rope(111) is connected to the top of the first air ball plug. The second air ball plug is connected to the bottom of the first air ball plug through a check valve(150). The third air ball plug is connected to the bottom of the second air ball plug through a check valve. Air injection ports(140) are formed at one side of each air ball plug. An injection port plug(142) is installed on the outer front end of an air injection port and one side of the injection port plug is fixed to the air injection port. [Reference numerals] (AA) Blue; (BB) Green; (CC) Yellow; (DD) Red
Abstract:
PURPOSE: A method for estimating the strength of the bedrock of a tunnel face using boring data is provided to measure feed pressure, torque pressure, and striking pressure applied to a drill rod in real time. CONSTITUTION: A method for estimating the strength of the bedrock of a tunnel face using boring data is as follows. The kind of a hydraulic rock drill is selected. The boring data of the hydraulic rock drill, such as feed pressure, torque pressure, striking pressure, and boring speed, are measured. The estimation formula is used to estimate the strength of the bedrock of a tunnel face. The strength of the bedrock is estimated.
Abstract:
PURPOSE: An excavation ground 3D modeling and a method for measuring distance by using digital image information is provided to measure data by a digital camera, thereby enhancing reliability about information data. CONSTITUTION: Video data of feature rear side included in a light reflection target(11) is photographed at a plurality of directions by using digital camera(100). By using a total station(300), a 3D absolute coordinate of light reflection target is measured. The 3D absolute coordinate of the light reflection target and the photographed image data is inputted in a computer. By using software embedded in a computer, the image data and the 3D image about a 3D coordinate is generated.
Abstract:
PURPOSE: A system for analyzing a drilling data is provided to measure feed pressure, rotation pressure, hitting pressure, and boring speed applied to a drill rod in real time. CONSTITUTION: A system for analyzing a drilling data comprises a hitting pressure sensor(11), a rotation pressure sensor(22), a feed pressure sensor(33), a boring speed sensor(44), a data logger(100), and a PC(200). The hitting pressure sensor senses hitting pressure applied to a drill rod of a drill jumbo machine. The rotation pressure sensor senses rotation pressure applied to the drill rod. The feed pressure sensor senses feed pressure applied to the drill rod. The boring speed sensor senses boring speed of the drill jumbo machine. The data logger collects a sensed boring data.
Abstract:
The present invention relates to a system and a method for optimizing a drilling process. The system comprises: a database which memorizes drilling field data in the past; a well design 3D modeler which visualizes geothermal well design details into 3D according to an input value; a process simulation module which calculates optimal drilling efficiency according to various environmental conditions, and predicts the construct period through simulation; a cost estimation module which estimates the costs; a project performance checker module which identifies the performance of a project by comparing and analyzing the predicted performance with the process in the field; and a 4D progress visualization module which synchronizes the predicted construction period by process elements and the sequential information through the 3D modeling geothermal well details and the process simulation in order to visualize in a 4D graphical simulation method, and which provides requirement information needed by a user at the same time.
Abstract:
The present invention relates to an innovative blast pressure eruption suppressing device which is capable of innovatively reducing generation of dust, noise, and vibration, and reducing scattering of a rock crushed by blasting while maximizing blasting force by blocking an entrance of an empty hole when a long hole is blasted to explode by making a long hole, and a high efficiency method for blasting a long hole using the same. According to the present invention, while an explosive and a tamping material are alternately repeated and loaded, a blast pressure eruption suppressing device is tamped after the blast pressure eruption suppressing device is installed in an entrance of an empty hole. Therefore, an excessive outflow of explosion pressure gas to an outside can be prevented in a blasting work, and scattering of a crushed rock can be prevented, and generation of dust, noise, and vibration can be reduced. Blasting efficiency can be improved since a second free surface is effectively formed in an inside of an empty hole.
Abstract:
본 발명은 토사의 간극비(void ratio)를 측정함에 있어서, 토사 시료를 엑스레이 씨티(X-ray CT) 단층촬영하되, X-ray CT 단층촬영 이미지의 최소 복셀의 크기보다 작은 크기의 토사체 입자를 가지고 있어서 공극의 가시화가 어려운 미세한 토사에 대해서도 X-ray CT 단층촬영을 통해 토사의 간극비를 측정할 수 있도록 하는 X-ray CT 단층촬영을 통한 미세 토사의 간극비 측정방법에 관한 것이다. 본 발명은, X-ray CT 단층촬영 이미지의 최소 복셀의 크기보다 작은 크기의 토사체 입자를 가지고 있고 간극비를 이미 알고 있는 표준 토사 시료에 대해 X-ray CT 단층촬영 이미지를 취득하고(S1); X-ray CT 단층촬영 이미지에서 각각의 복셀에 대해 CT값을 구하고(S2); X-ray CT 단층촬영된 영역의 CT대표값을 각 CT값으로부터 산정하여(S3); CT대표값과 토사의 간극비의 데이터를 취득하고; 상기 간극비를 달리한 복수 종류의 표준 토사 시료에 대해 복수의 간극비와 CT대표값의 데이터베이스를 구축하며(S4); 측정 대상 토사의 시료에 대한 X-ray CT 단층촬영 이미지로부터 각 복셀당 CT값을 CT대표값을 산정하고(S5); 산정된 CT대표값에 해당하는 간극비를, 기구축된 간극비와 CT대표값의 데이터베이스로부터 구함으로써(S6), 측정 대상 토사에 대한 간극비를 측정하는 것을 특징으로 한다.
Abstract:
PURPOSE: A method for measuring the boring distance of a hydraulic rock drill is provided to improve the construction efficiency of a tunnel by preventing the boring depth of each hole from becoming irregular. CONSTITUTION: A method for measuring the boring distance of a hydraulic rock drill is as follows. A hydraulic motor and a rotary encoder are installed in a fluid line which supplies fluid to a hydraulic cylinder. A purse signal about the rev count from the rotary encoder to the hydraulic motor is received. The moving distance of a hydraulic rock drill is measured by computing the advanced length of the hydraulic cylinder using the pulse signal.