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1. 发明公开

KR1020140042046A 에너지파일용 고열전도성 시멘트 모르타르 审中-实审
标题翻译：用于能源的高导热水泥泥浆
公开(公告)号：KR1020140042046A
公开(公告)日：2014-04-07
申请号：KR1020120107882
申请日：2012-09-27
申请人： 한국전력공사
发明人： 오기대 , 이대수 , 김경열 , 이강렬 , 정권영 , 정상섬
IPC分类号： C04B28/02 , C04B14/06 , C04B14/38 , C04B24/24
CPC分类号： C04B28/02 , C04B14/06 , C04B14/38 , C04B20/0048 , C04B24/283 , C04B24/287 , C04B2103/302 , C04B2201/32
摘要： The present invention relates to a high thermally conductive cement mortar for an energy pile, and more specifically, to a cement mortar (9) which performs heat exchange with a heat exchange pipe (7) by being filled into a hollow (5) of an energy pile (3) with the heat exchange pipe (7). The cement mortar (9) includes cement, water, sand, and a fluidifier. The cement, water, and sand are mixed at a ratio of 1:0.6 to 0.9:2-3. The cement mortar of the present invention has improved constructability, is easily attached to the heat exchange pipe after construction, and improves the performance of a geothermal exchanger by improving the heat exchange efficiency of the energy pile due to excellent thermal conductance.
摘要翻译：本发明涉及一种用于能量堆的高导热水泥砂浆，更具体地说，涉及一种通过填充到空心（5）中与热交换管（7）进行热交换的水泥砂浆（9）能量堆（3）与热交换管（7）。水泥砂浆（9）包括水泥，水，砂和流化剂。水泥，水和砂以1:0.6至0.9:2-3的比例混合。本发明的水泥砂浆具有改善的构造性，在施工后易于附着在热交换管上，并且由于优异的导热性而提高了能量堆的热交换效率，从而提高了地热交换器的性能。

2. 发明公开

KR1020130020348A 지중 송배전관로 되메움재용 순환골재 审中-实审
标题翻译：回收回收地下传输和分配电源线
公开(公告)号：KR1020130020348A
公开(公告)日：2013-02-27
申请号：KR1020110082937
申请日：2011-08-19
申请人： 한국전력공사
发明人： 이강렬 , 홍성연 , 이대수 , 김경열 , 오기대 , 박인종
IPC分类号： C04B18/04 , C04B18/00
CPC分类号： Y02W30/91 , C04B18/167 , Y02W30/90
摘要： PURPOSE: A recycled aggregate material for a backfilling material is provided to satisfy a thermal property. CONSTITUTION: A recycled aggregate material for a backfilling material of a transmission and distribution pipe is formed of waste concrete. The recycled aggregate contains: 100% of a material with a size of 9.53mm; 85-95% of a material with a size of 4.75mm; 50-60% of a material with a size of 2.0mm; 30-40% of a material with a size of 0.85mm; and 10-20% of a material with a size of 0.425mm. The recycled aggregate material contains 10% or more of modified CBR(California bearing ratio). [Reference numerals] (AA) Grain-size distribution; (BB) Passage percentage(%); (CC) Grain diameter(mm); (DD) Sample 1; (EE) Sample 2; (FF) Sample 3; (GG) Sample 4; (HH) Sample 5
摘要翻译：目的：提供用于回填材料的再生骨料，以满足热性能。构成：用于输配管的回灌材料的回收骨料由废混凝土形成。回收骨料包含：100％的材料，尺寸为9.53mm; 85-95％的尺寸为4.75mm的材料; 50-60％尺寸为2.0mm的材料; 30-40％尺寸为0.85mm的材料; 和10-20％的尺寸为0.425mm的材料。再生骨料含有10％以上的改性CBR（加利福尼亚轴承比）。（附图标记）（AA）晶粒尺寸分布; （BB）通行百分比（％）; （CC）颗粒直径（mm）; （DD）样品1; （EE）样品2; （FF）样品3; （GG）样品4; （HH）样品5

3. 发明公开

KR1020150035633A 지진측정장치 및 지진측정방법 审中-实审
标题翻译：用于测量地震烈度的装置及其方法
公开(公告)号：KR1020150035633A
公开(公告)日：2015-04-07
申请号：KR1020130115172
申请日：2013-09-27
申请人： 한국전력공사
发明人： 연관희 , 이강렬 , 류희환 , 윤재모 , 이인태
IPC分类号： G01V1/28 , G01V1/30
摘要： 본출원은지진측정장치및 지진측정방법에관한것으로서, 본발명의일 실시예에의한지진측정장치는, 지진에의하여발생하는지진파를감지하여지진신호를생성하는지진계; 및상기지진신호로부터상기지진의특성을나타내는특성파라미터를계산하고, 상기특성파라미터를인공신경망함수에입력하여, 상기지진의지진규모를도출하는분석부를포함할수 있다.
摘要翻译：地震测量装置和地震测量方法技术领域本发明涉及一种地震测量装置和地震测量方法。根据本发明的实施例，地震测量装置包括：通过感测地震产生的地震波产生地震信号的地震仪; 以及分析部，通过从地震信号计算出表示地震特征的特性参数，并通过在人造中性网络功能中输入特征参数来减除地震的大小。

4. 发明公开

KR1020140091174A 모형재하시험용 지반조성장치 审中-实审
标题翻译：用于模型负载测试的地面构造装置
公开(公告)号：KR1020140091174A
公开(公告)日：2014-07-21
申请号：KR1020130002970
申请日：2013-01-10
申请人： 한국전력공사
发明人： 김대홍 , 이준환 , 정권영 , 이강렬
IPC分类号： E02D33/00 , G01N33/24
摘要： The present invention relates to a ground constructing apparatus for model load test, including a sand drop tank having a soil accommodating space, installed in an upper part of a soil tank for dropping dirt down into the soil tank; a sand drop net formed in the form of a net for smashing against soil to scatter the soil; and a height adjusting device for adjusting height of the sand drop tank and the sand drop net.
摘要翻译：本发明涉及一种用于模型载荷试验的地面构造装置，其包括具有土壤容纳空间的砂滴罐，安装在土壤罐的上部，用于将污垢落入土壤罐中; 形成网格形式的沙滴网，用于砸碎土壤以分散土壤; 以及用于调节砂滴罐和砂滴网的高度的高度调节装置。

5. 发明公开

KR1020140034470A 지중 송배전관로의 안정성 평가장치 및 방법 无效
标题翻译：稳定性评估装置及诊断技术用于传输和分配电源线的方法
公开(公告)号：KR1020140034470A
公开(公告)日：2014-03-20
申请号：KR1020120100811
申请日：2012-09-12
申请人： 한국전력공사
发明人： 이강렬 , 홍성연 , 정권영 , 김경열 , 이대수
IPC分类号： G01R31/08 , G08C19/00 , G01K7/00 , G01L7/00
摘要： The present invention relates to a device for evaluating mechanical stability of a transmission and distribution line buried underground and a method thereof and, more specifically, to a device for evaluating mechanical stability of a transmission and distribution line buried underground in advance by simulating mechanical characteristics due to heat inside the transmission and distribution line which is buried underground while a cable is mounted inside by including a heating unit through which a heat exchange medium is distributed inside the transmission and distribution line. To that end, the present invention includes: a transmission and distribution line which is buried underground; a sensor unit which is installed in the transmission and distribution line; a heating unit which is installed inside the transmission and distribution line; a heat exchange medium supply unit which is connected to the heating unit through a supply pipe; a control unit which aggregates data collected from the sensor unit and controls the heating unit and the heat exchange medium supply unit; and a monitor unit which displays data collected by the control unit.
摘要翻译：本发明涉及一种用于评估地埋式输配电线路机械稳定性的装置及其方法，更具体地说涉及一种通过模拟机械特性来预测地下埋设输电线路的机械稳定性的装置在电缆安装在内部时埋设在地下的输配电线内部进行加热，包括在传输线和分配线内分布有热交换介质的加热单元。为此，本发明包括：地下埋设的输配线; 安装在输配电线路上的传感器单元; 一个安装在输配电线内的加热单元; 热交换介质供给单元，其通过供给管连接到加热单元; 控制单元，其聚集从所述传感器单元收集的数据并控制所述加热单元和所述热交换介质供给单元; 以及监视器单元，其显示由控制单元收集的数据。

6. 发明公开

KR1020160035671A 지진피해예측 장치 및 방법 审中-实审
标题翻译：用于地震灾害预测的装置和方法
公开(公告)号：KR1020160035671A
公开(公告)日：2016-04-01
申请号：KR1020140126879
申请日：2014-09-23
申请人： 한국전력공사
发明人： 연관희 , 정은주 , 이강렬
IPC分类号： G01V1/00 , G01V1/30 , G06F19/00
摘要： 본발명의일 실시예는지진피해예측장치및 방법에관한것으로서, 지진의규모를기초로구조물의지진피해유무확률을산정하는지진피해유무확률산정부; 구조물의내진성능및 최대지반가속도(Peak Ground Accelaration)를기초로구조물의지진취약도를산정하는지진취약도산정부; 및지진피해유무확률산정부에서산정된확률및 지진취약도해석부에서산정된지진취약도에기초하여구조물의지진피해확률을예측하는지진피해예측부; 를포함함으로써, 결정론적평가와확률론적평가를절충하여보다정확하게지진피해를예측할수 있다.
摘要翻译：本发明涉及一种预测地震损伤的装置和方法。用于预测地震损伤的装置包括：地震破坏概率计算单元，基于损伤大小计算结构的地震破坏概率; 一种地震弱能计算单元，其基于该结构的抗震性能和峰值地面加速度来计算结构对地震的脆弱性; 以及基于由地震概率计算单元计算的概率和由地震弱计算单元计算出的地震弱度来预测该结构的地震破坏概率的地震损伤预测单元。预测地震损伤的装置和方法能够通过确定性评估和概率评估来更精确地预测地震损伤。

7. 发明公开

KR1020160028283A 코일형 에너지 파일 설계 장치 및 방법 审中-实审
标题翻译：设计联合能源文件的装置和方法
公开(公告)号：KR1020160028283A
公开(公告)日：2016-03-11
申请号：KR1020140117191
申请日：2014-09-03
申请人： 한국전력공사
发明人： 오기대 , 김경열 , 이강렬 , 이승래 , 윤석 , 박스칸
IPC分类号： G06F19/00
CPC分类号： F25B27/00 , F25B30/06
摘要： 코일형에너지파일의지반-속채움재-열교환기의열거동특성을반영한지열냉난방시스템을설계하도록한 코일형에너지파일설계장치및 방법이제시된다. 제시된코일형에너지파일설계장치는가정한코일형에너지파일각각에대한유효열저항값을산출하고, 가정한코일형에너지파일들의군 말뚝열교환해석해를근거로장기지중온도증가효과를검토하고, 가정한코일형에너지파일의길이를건물파일길이와비교하여코일형에너지파일의설계완료여부를판단하고, 설계완료로판단하면최종코일형에너지파일의갯수및 코일형에너지파일길이를설정한다.
摘要翻译：公开了一种设计线圈型能量桩的装置和方法，其中施加线圈型能量桩的研磨 - 填充 - 热交换器的热行为的地热冷却和加热系统。用于设计线圈型能量桩的装置：计算每个假设的线圈型能量堆的有效耐热值; 基于假设线圈型能量桩桩组热交换分析，检查长期地下增加效应; 通过将假定的线圈型能量桩的长度与建筑物桩的长度进行比较来确定线圈型能量堆的设计是否完成; 如果设计确定已经完成，则设定大肠杆菌型能量桩的数量和线圈型能量桩的长度。

8. 发明公开

KR1020140034455A 열저항 예측식을 이용한 송배전관로용 순환골재 되메움 방법 审中-实审
标题翻译：使用热电阻回填地下电力线的回收方法
公开(公告)号：KR1020140034455A
公开(公告)日：2014-03-20
申请号：KR1020120100775
申请日：2012-09-12
申请人： 한국전력공사
发明人： 정권영 , 이대수 , 이강렬
IPC分类号： E02D29/00 , H02G9/02
CPC分类号： G01N3/60 , G01N25/56 , H02G9/02
摘要： A method of backfilling recycled aggregate for power transmission and distribution lines, using a thermal resistivity prediction formula, is disclosed. The disclosed method of backfilling recycled aggregate for power transmission and distribution lines, using a thermal resistivity prediction formula, comprises: a step of designing a cross section on which the power transmission and distribution lines are installed, a step of selecting and transferring recycled aggregate to a construction site, wherein the recycled aggregate, which satisfies the quality standards of a road sub-base, is used to backfill the transmission and distribution lines; a step of excavating an area for installing the power transmission and distribution lines and of installing the power transmission and distribution lines; a step of backfilling recycled aggregate in the area excavated for the power transmission and distribution lines, of spraying water onto the area, and of hardening the area; a step of producing thermal resistance values using a thermal resistivity prediction formula after measuring the water content by weight and the on-site dry unit weight based on a part of the compacted recycled aggregate; a step of checking the relative degree of compactness of the recycled aggregate according to the burial depth using the on-site dry unit weight of the recycled aggregate and the indoor maximum dry unit weight; and a step of judging whether the heat resistance value is larger than the reference value or not or whether the relative degree of compactness is satisfied or not, and of spraying additional water more than the minimum water content by weight until the heat resistance value becomes under a reference value and the relative degree of compactness is satisfied in case the heat resistance value is larger than the reference value or the relative degree of compactness is not satisfied; or a subsequent step is taken in case the heat resistance value is less than the reference value and the relative degree of compactness is not satisfied. [Reference numerals] (AA) Start; (BB) End; (S10) Designing step; (S20) Transferring step; (S30) Excavating and placing step; (S40) Backfilling and water-spraying step; (S50) Thermal resistance value producing step; (S60) Relative compactness checking step; (S70) Satisfied with heat resistance valuer and relative compactness?; (S80) Subsequent step
摘要翻译：公开了一种使用热电阻率预测公式回馈输送输配电线路的再生骨料的方法。所公开的使用热电阻率预测公式回填输送输配电线路的回收骨料的方法包括：设计配电输配电线路的截面的步骤，选择再生骨料的转移步骤一种施工现场，其中满足道路基座质量标准的再生骨料用于回填输配线; 挖掘输配电线路安装区域和安装输配电线路的一个步骤; 在输配电线路挖出的地区回填再生骨料的一个步骤，向该区域喷水，并使该区域硬化; 基于一部分压实的再循环骨料测量重量含水量和现场干燥单位重量之后使用热电阻率预测公式产生热阻值的步骤; 使用再生骨料的现场干燥单位重量和室内最大干燥单位重量，根据埋藏深度来检查再循环骨料的相对紧密度的步骤; 以及判断耐热性值是否大于参考值的步骤，还是否满足相对紧密度，并且将喷涂额外的水超过最小含水量直到耐热值变低在耐热值大于参考值或相对紧凑度不满足的情况下，满足参考值和相对紧凑度; 或者在耐热值小于基准值的情况下采取后续步骤，并且不满足相对紧凑度。（附图标记）（AA）开始; （BB）结束; （S10）设计步骤; （S20）传送步骤; （S30）挖掘和放置步骤; （S40）回填和喷水步骤; （S50）热电阻值产生步骤; （S60）相对紧凑度检查步骤; （S70）满足耐热性评估者和相对紧凑性？（S80）后续步骤

9. 发明授权

KR101912467B1 에너지파일용 고열전도성 시멘트 모르타르 有权
公开(公告)号：KR101912467B1
公开(公告)日：2018-10-29
申请号：KR1020120107882
申请日：2012-09-27
申请人： 한국전력공사
发明人： 오기대 , 이대수 , 김경열 , 이강렬 , 정권영 , 정상섬
IPC分类号： C04B28/02 , C04B14/06 , C04B14/38 , C04B24/28 , C04B20/00 , C04B103/30
摘要： 본발명은에너지파일용고열전도성시멘트모르타르에관한것으로, 열교환파이프(7)가설치된에너지파일(3)의중공부(5)에채워져상기열교환파이프(7)와열교환을수행하는채움재로사용되는시멘트모르타르(9)이며, 상기시멘트모르타르(9)는시멘트, 물, 모래, 유동화제를포함하고, 상기시멘트, 물, 모래는 1:0.6~0.9:2~3의비율로혼합된것이다. 본발명의시멘트모르타르는시공성이우수하고시공후 열교환파이프와의부착력이우수하며, 열전도성이우수하여에너지파일의열교환효율을높여지열교환기의성능을향상시킬수 있는이점이있다.

10. 发明公开

KR1020170012655A 열전도도 측정 장치 审中-实审
标题翻译：用于测量热导率的装置
公开(公告)号：KR1020170012655A
公开(公告)日：2017-02-03
申请号：KR1020150103212
申请日：2015-07-21
申请人： 한국전력공사 , 한국과학기술원
发明人： 김경열 , 류희환 , 이강렬 , 이대수 , 권태혁 , 이소정
IPC分类号： G01N25/18 , G01N33/24 , G01V9/00 , G01K7/22 , H05B3/42 , H02G9/06
摘要： 본발명은지반에관입되어열을발생시키고온도를측정하는탐침센서부; 상기탐침센서부를통해측정된시간대별탐침센서부의온도를기록하는데이터로거; 상기탐침센서부가열을발생시키도록상기탐침센서부에전원을공급하는전원공급부; 및상기전원공급부를제어하여상기탐침센서부에전원을공급하고, 상기데이터로거에의해기록된시간대별탐침센서부의온도및 상기탐침센서부에공급된전력을이용하여지반의열전도도를측정하는측정제어부를포함하는것을특징으로한다.

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