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1. 发明授权

KR101412985B1 지열정 시추비트의 최적 마모한계 기준값의 분석장치 및 분석방법 有权
标题翻译：用于分析最佳磨损限制的装置和方法地热井钻机的参考值
公开(公告)号：KR101412985B1
公开(公告)日：2014-07-04
申请号：KR1020130111818
申请日：2013-09-17
申请人： 한국건설기술연구원
发明人： 김광염 , 이승수
IPC分类号： G06F19/00
CPC分类号： E21B7/002 , F24T10/00 , F24T2010/53 , F24T2010/56
摘要： The present invention relates to an analysis apparatus used to compute an optimal wear limitation reference value of a geothermal well drilling bit and an analysis method thereof. The analysis apparatus according to an embodiment of the present invention, which is used to compute an optimal wear limitation reference value of a geothermal well drilling bit, includes: a WBS support pipe replacement time by DES/RV calculation module (105); an available WDB time by DES/RV calculation module (106); a WEB replacement time calculation module (107); an optimal WDB RV by DES selection module; and an optimal WDB RV by DES reporting module.
摘要翻译：本发明涉及一种用于计算地热钻井钻头的最佳磨损限制参考值的分析装置及其分析方法。根据本发明的实施例的分析装置，其用于计算地热钻井钻头的最佳磨损限制参考值，包括：由DES / RV计算模块（105）提供的WBS支撑管道更换时间; 由DES / RV计算模块（106）提供的可用WDB时间; WEB更换时间计算模块（107）; DES选择模块的最优WDB RV; 和DES报告模块的最佳WDB RV。

2. 发明授权

KR101344768B1 지열정 시추장치의 의무적인 교체위치의 분석장치 및 분석방법 有权
标题翻译：用于分析地质井钻机工具更换时间/位置的装置和方法
公开(公告)号：KR101344768B1
公开(公告)日：2013-12-24
申请号：KR1020130111645
申请日：2013-09-17
申请人： 한국건설기술연구원 , (주)넥스지오
发明人： 김광염 , 이승수 , 윤운상
IPC分类号： E21B7/00 , E21B44/00 , E21B45/00
CPC分类号： E21B41/0092 , E21B45/00 , G06F17/10 , G06F19/00
摘要： The present invention relates to a mandatory replacing location analyzing system and method for a geothermal well drilling tool, which are capable of allowing a geothermal well related party to economically and effectively perform a drilling of a geothermal well by providing the geothermal well related party with automatically generated information about a replacing location of an additional geothermal well drilling tool by considering a status of a real ground, a drilling speed of the geothermal well, and a status of a geothermal well drilling tool as well as the replacing location of the geothermal well drilling tool which is designed from the planning while downward-excavating the geothermal well from the top of the ground by using the geothermal well drilling tool. The present invention is a well drilling tool (WDT) replacing location analyzing system which analyzes the replacing location of the geothermal well drilling tool (WDT) comprising a drilling bit (12) and a drilling bit supporting pipe, based on the process based information by communicating with an information processing device (1) for a geothermal well related party and a process based information providing server (2) by the medium of wire/wireless online network. The present invention provides a WDT replacing location analyzing system and a WDT replacing location analyzing method using the same, comprising a drilling expected section of geothermal (DES) setting module (104), a replacing decision variable processing module by DES (105), a drilling bit drilling speed calculating module by DES (106), a drilling bit available target rotation time calculating module by DES (109), a geothermal well drilling available length calculating module by DES (110), a WDT additional mandatory replacing location calculating module by DES (111), and a WDT replacing location reporting module by DES. [Reference numerals] (1) Information processing device for a geothermal well related party;(101) WDT replacing location analyzing control module;(102) Interface module;(103) Process based information processing module;(104) DES setting module;(105) Replacing decision variable processing module by DES;(106) Drilling bit drilling speed calculating module by DES;(107) WDT replacing location reporting module by DES;(108) Drilling bit wearing limit standard storage module by DES;(109) Drilling bit available target rotation time calculating module by DES;(110) Geothermal well drilling available length calculating module by DES;(111) WDT additional mandatory replacing location calculating module by DES;(2) Process based information providing server;(3) Wire/wireless online network;(AA) Drilling solution
摘要翻译：本发明涉及一种用于地热钻井工具的强制性更换位置分析系统和方法，其能够使地热井相关方经济上有效地执行地热井的钻井，并通过自动提供地热井关联方通过考虑实地状况，地热井的钻井速度和地热井钻井工具的状态以及地热井钻井的更换位置来产生关于附加地热井钻井工具更换位置的信息通过使用地热钻井工具从地面顶部向下挖掘地热井，从规划设计的工具。本发明是一种更换位置分析系统的钻井工具（WDT），其基于基于过程的信息分析包括钻头（12）和钻头支撑管的地热钻井工具（WDT）的替换位置，通过有线/无线在线网络的介质与地热井关联方的信息处理设备（1）和基于过程的信息提供服务器（2）进行通信。本发明提供了一种WDT替换位置分析系统和使用该WDT替换位置分析方法的WDT替换位置分析方法，其包括地理（DES）设定模块（104）的钻井期望部分，DES（105）的替换决策变量处理模块， DES（106）钻头钻孔速度计算模块，DES（109）钻井位可用目标旋转时间计算模块，DES（110）的地热钻井可用长度计算模块，WDT附加强制替换位置计算模块 DES（111）和由DES替代位置报告模块的WDT。（1）用于地热井关联方的信息处理装置;（101）WDT替换位置分析控制模块;（102）接口模块;（103）基于过程的信息处理模块;（104）DES设定模块; 105）通过DES替换决策变量处理模块;（106）DES钻头钻速计算模块;（107）通过DES更换位置报告模块的WDT;（108）DES采用钻头磨损限位标准存储模块;（109）钻孔（110）DES的地热钻井可用长度计算模块;（111）DES的WDT附加强制替换位置计算模块;（2）基于过程的信息提供服务器;（3）线/ 无线网络;（AA）钻孔解决方案

3. 发明授权

KR101683619B1 대심도 시추공의 고압 구속응력 상태 모사 및 유체주입을 통한 인장파괴 유도가 가능한 삼축압축시험용 삼축셀 및 이를 이용한 삼축압축시험 방법 有权
标题翻译：三轴压缩试验的电池和方法
公开(公告)号：KR101683619B1
公开(公告)日：2016-12-07
申请号：KR1020150083323
申请日：2015-06-12
申请人： 한국건설기술연구원
发明人： 김광염 , 이승수 , 강태호
IPC分类号： G01N3/08 , G01N3/12 , G01N33/24
摘要： 본발명은삼축압축상태에서압축력에의한시편의압축파괴를유도할수 있을뿐만아니라삼축압축상태에서인장력에의한시편의인장파괴를유도할있으며, 대심도(大深度)의지반시추공으로부터채취된시편에대해, 대심도시추공내부에서의높은압력이작용하는구속응력상태를정밀하게모사한조건하에서삼축압축시험을수행할수 있고, 더나아가지중의깊은곳에위치하는암반내의고압구속조건을구현한상태에서시편에고압의유체를주입하여인공균열에의한수압파쇄를유도할수 있는삼축압축실험이가능하게하는 "삼축압축시험용삼축셀과, 이를이용한삼축압축시험방법"에관한것이다.

4. 发明授权

KR101683620B1 X-ray CT 촬영을 위한 회전 및 유체주입을 통한 인장파괴 유도가 가능한 삼축압축시험용 삼축셀 및 이를 이용한 삼축압축시험 방법 有权
标题翻译： X射线CT电池和三轴压缩试验方法
公开(公告)号：KR101683620B1
公开(公告)日：2016-12-07
申请号：KR1020150083324
申请日：2015-06-12
申请人： 한국건설기술연구원
发明人： 김광염 , 이승수 , 강태호
IPC分类号： G01N3/08 , G01N3/12 , G01N33/24 , G01N23/04
摘要： 본발명은삼축압축상태에서압축력에의한시편의압축파괴를유도할수 있을뿐만아니라삼축압축상태에서인장력에의한시편의인장파괴를유도할있으며, 대심도(大深度)의지반시추공으로부터채취된시편에대해, 대심도시추공내부에서의높은압력이작용하는구속응력상태를정밀하게모사한조건하에서삼축압축시험을수행할수 있으며, 지중의깊은곳에위치하는암반내의고압구속조건을구현한상태에서시편에고압의유체를주입하여인공균열에의한수압파쇄를유도할수 있는삼축압축실험이가능하게되고, 더나아가유체를공급하는호스의꼬임이나손상없이시편을회전시키면서 X-ray CT 촬영이가능하게만드는 "삼축압축시험용삼축셀과, 이를이용한삼축압축시험방법"에관한것이다.

5. 发明公开

KR1020140055871A 시추공정의 최적화 시스템 및 시추공정의 최적화 방법 无效
标题翻译：钻井作业最优化的系统与方法
公开(公告)号：KR1020140055871A
公开(公告)日：2014-05-09
申请号：KR1020120123258
申请日：2012-11-01
申请人： 한국건설기술연구원 , (주)넥스지오
发明人： 김광염 , 이승수 , 김호근 , 윤운상
IPC分类号： E21B44/00 , E21B49/00
CPC分类号： E21B41/0092 , E21B44/00
摘要： 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.
摘要翻译：本发明涉及一种用于优化钻井过程的系统和方法。该系统包括：过去记录钻井现场数据的数据库; 一个精心设计的3D建模者，根据输入值将地热井设计细节视为3D; 一个根据各种环境条件计算最佳钻井效率的过程模拟模块，并通过模拟预测构造周期; 估算费用的成本估算模块; 项目绩效检查模块，通过比较和分析预测的绩效与现场流程来识别项目的绩效; 以及4D进度可视化模块，其通过3D建模地热井细节和过程模拟，通过过程元素和顺序信息同步预测的构建周期，以便以4D图形模拟方法可视化，并且提供用户所需的需求信息与此同时。

6. 发明授权

KR101001905B1 강재 플레이트 거더의 단부 고정화에 의한 강재 플레이트 거더교 시공방법 有权
标题翻译：钢板桥梁结构方法固定终端
公开(公告)号：KR101001905B1
公开(公告)日：2010-12-17
申请号：KR1020090059705
申请日：2009-07-01
申请人： (주)하경엔지니어링 , 한국건설기술연구원 , 이승수
发明人： 이승수
IPC分类号： E01D21/00 , E01D2/00 , E01D2/02
CPC分类号： E01D21/00 , E01D2/00 , E01D2/02
摘要： PURPOSE: A method of constructing a steel plat girder bridge by the end fixing of the girder is provided to enable a wide-span steel plate girder bridge to be constructed and to ensure economics, stability and workability. CONSTITUTION: A method of constructing a steel plat girder bridge by the end fixing of the girder is as follows. The steel plate girder(200) is installed on a lower structure, such as abutment and pier(120). A slab(400) is formed on the upper part of the steel plate girder. The end of the steel plate girder is fixed to the inner side of the lower structure. The lower part of the steel plate girder is simply fixed. The upper part of the steel plate girder is pressed by the tensible force.
摘要翻译：目的：通过梁的端部固定构造钢板梁桥的方法，使大跨度钢板梁桥能够建成，确保经济性，稳定性和可加工性。构成：通过梁的端部固定构造钢板梁的方法如下。钢板梁（200）安装在下部结构上，例如基台和码头（120）。在钢板梁的上部形成板坯（400）。钢板梁的端部固定在下部结构的内侧。钢板梁的下部是简单固定的。钢板梁的上部被张力挤压。

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