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1. 发明授权

KR100495782B1 블록조립식 보강토옹벽 패널과 이 패널을 사용한보강토옹벽의 시공방법 失效
标题翻译：加筋土墙面板及其施工方法
公开(公告)号：KR100495782B1
公开(公告)日：2005-06-16
申请号：KR1020020077338
申请日：2002-12-06
申请人： (주)유경기술단
发明人： 이정수
IPC分类号： E02D29/02 , E02D17/20 , E02B3/12
摘要： 본 발명은 블록조립식 보강토옹벽 패널과 이 패널을 사용한 보강토 옹벽의 시공방법에 관한 것으로, 전면(f1), 후면(f2), 복수개의 요홈(1)이 형성되고 이 요홈(1)의 소정위치에 상,하로 관통구멍(2)이 형성된 바닥면(f3)과 상부면(f4), 그리고 인접하는 패널(P)의 단위 블록(B)을 상호 인터록킹(interlocking)시켜 벌어지거나 밀착되는 것을 방지하기 위한 고정구(L)가 삽입되는 삽입부(5)와 걸림홈(6)이 각기 하부와 상부에 형성된 양측면(f5,f6)을 갖도록 제작되는 단위 블록(B)과; 상기 복수개의 단위 블록(B)들이 상,하로 적층된 상태에서 상기 관통구멍(2)에 삽입되는 연결구(10)와; 상기 연결구(10)의 일측에 체결되어 적층된 복수개의 단위 블록(B)을 결합시키는 결합수단(12)을 포함하여 이루어져 공장 또는 현장에서 하나의 패널(P)로 미리 조립되어 장비에 의한 시공이 가능하도록 된 블록조립식 보강토옹벽 패널과 이 패널을 사용한 보강토 옹벽의 시공방법을 제공한다.

2. 发明公开

KR1020040049535A 블록조립식 보강토옹벽 패널과 이 패널을 사용한보강토옹벽의 시공방법 失效
标题翻译：组装型强化保持墙板及使用其面板加固保持墙的施工方法
公开(公告)号：KR1020040049535A
公开(公告)日：2004-06-12
申请号：KR1020020077338
申请日：2002-12-06
申请人： (주)유경기술단
发明人： 이정수
IPC分类号： E02D29/02 , E02D17/20 , E02B3/12
摘要： PURPOSE: A block-assembling type reinforced retaining wall panel is provided to improve constructability by constructing a prefabricated panel simply, to heighten the resistance against vibration and external force and to execute partial repair easily. CONSTITUTION: The block-assembling type reinforced retaining wall panel contains: an unit block composed of a front plane forming the outside of a retaining wall, a rear plane adjacent to reinforced soil, a base plane and an upper plane provided with many retreated grooves and a through hole, and both lateral planes having a fitting unit(5) and a hanging groove(6) to interpose a fixture to prevent from being opened or adhered by interlocking unit blocks of an adjacent panel mutually; a connector interposed to the through hole while many unit blocks are piled up vertically; and a coupler fastened to one side of the connector to couple many unit blocks.
摘要翻译：目的：通过构建预制板，提高块体组装式加固挡土墙面板，提高抗振动和外力的抵抗力，轻松执行部分修理。构成：块体装配型加固挡土墙板包括：由形成挡土墙外侧的前平面，与加固土相邻的后平面，基面和具有许多后退槽的上平面组成的单元块，通孔，以及具有嵌合单元（5）和悬挂槽（6）的两个横向平面，以夹持固定装置，以防止互相相邻的互锁的联锁单元块打开或粘附; 插入到通孔中的连接器，而许多单元块垂直堆叠; 以及一个固定在连接器一侧以耦合许多单元块的耦合器。

3. 发明授权

KR101080332B1 콘크리트 구조물 슬립폼장치와 이를 이용한 시공방법 失效
标题翻译：构造混凝土筒仓的滑移装置及其构造混凝土结构的方法
公开(公告)号：KR101080332B1
公开(公告)日：2011-11-07
申请号：KR1020090098593
申请日：2009-10-16
申请人： 고엄식 , (주)유경기술단
发明人： 고엄식
IPC分类号： E04G11/24 , E04G11/22 , E04G11/20 , E04G11/28
摘要： 본발명슬립폼장치를이용한콘크리트구조물의시공방법에의하면, 콘크리트구조물의하부층을성형하는슬립폼장치가멈추지않고상부층을연속으로성형하도록함으로써, 콘크리트구조물즉, 하부층과상부층의외부수직벽이일체화되어품질이우수하고, 공사기간의단축으로공사비용을절감할수 있으며, 미관을미려하게함과아울러유지관리가용이하고, 기업의이미지를개선할수 있는것이다.

4. 发明公开

KR1020100064096A 사면파괴 평가를 위한 ＡＥ 데이터 처리 방법 失效
标题翻译：声发射数据处理方法，用于评估内伤
公开(公告)号：KR1020100064096A
公开(公告)日：2010-06-14
申请号：KR1020080122526
申请日：2008-12-04
申请人： (주)유경기술단
发明人： 김석천 , 시오타니토모키
IPC分类号： G06F17/50 , G06F17/40 , G06F17/18
摘要： PURPOSE: An acoustic emission data processing method for evaluation of incline fracture is provided to variably set an ELP to variably set an evaluation reference data number in order to evaluate AE data, thereby improving reliability of evaluation of incline fracture. CONSTITUTION: If an evaluation request for AE(Acoustic Emission) data exists, the evaluation is obtained according to a moving average method in which a moving average value is set and a data number(S12,S14). When an ELP(Evaluation Lockout Period) function is set, the evaluation is processed by applying ELP in which the moving average value is set(S16,S18). A BCN(Based Count Number) is set, the AE data processes with the application of the fixed BCN as described above (S20,S22). Incline fracture evaluation is performed by evaluating the processed data(S24).
摘要翻译：目的：提供用于评估倾斜断裂的声发射数据处理方法，以可变地设置ELP以可变地设置评估参考数据数以便评估AE数据，从而提高倾斜断裂评估的可靠性。构成：如果存在对AE（声发射）数据的评估请求，则根据设置移动平均值的移动平均方法和数据号（S12，S14）获得评估。当设置了ELP（评估锁定周期）功能时，通过应用设定了移动平均值的ELP来处理评估（S16，S18）。设置BCN（基本计数），如上所述，通过应用固定BCN处理AE数据（S20，S22）。通过评估处理数据进行倾斜断裂评估（S24）。

5. 发明公开

KR1020120122800A 지하돔 구조물의 유압승강식 성형장치 및 이를 이용한 시공방법 无效
标题翻译：通过油压式升降机形成地下穹顶结构的装置及使用其的构造方法
公开(公告)号：KR1020120122800A
公开(公告)日：2012-11-07
申请号：KR1020110041170
申请日：2011-04-29
申请人： (주)유경기술단
发明人： 고엄식
IPC分类号： E02D29/045 , E04G11/24 , E04G11/28 , E04B1/32
CPC分类号： E02D29/045 , E02D2250/0023 , E04B1/32 , E04G11/24 , E04G11/28
摘要： PURPOSE: An apparatus for forming an underground dome structure using hydraulic pressure and a construction method using the same are provided to remarkably reduce construction time by simply and rapidly constructing a dome portion. CONSTITUTION: An apparatus for forming an underground dome structure using hydraulic pressure comprises a rack rod, an extended workbench(200), a hydraulic jack, a vertical tunnel molding form, a hydraulic lift, a dome top molding form(500), and a dome side molding form(600). The jack rod is vertically installed in the edge of an excavated vertical tunnel(1) and is extended to the top of the vertical tunnel in stages. The extended workbench is horizontally installed in the center of the vertical tunnel and is extended to the vertical side surface of a dome portion(2) connected to the top of the vertical tunnel. The hydraulic jack is installed in one side of the extended workbench and lifts up the extended workbench to the top of the vertical tunnel. The vertical tunnel molding form is supported to the extended workbench and continuously forms the vertical tunnel. The hydraulic lift lifts up the extended workbench. The dome top molding form is supported to the extended workbench and forms the ceiling surface of the dome portion. The dome side molding form is installed on the top of the vertical tunnel and forms the vertical side surface of the dome portion.
摘要翻译：目的：提供一种使用液压形成地下圆顶结构的装置和使用其的施工方法，通过简单且快速地构造圆顶部来显着缩短施工时间。构造：使用液压形成地下圆顶结构的装置包括齿条杆，延伸工作台（200），液压千斤顶，垂直隧道模制形式，液压升降机，圆顶顶模制形式（500）和圆顶形成型（600）。千斤顶垂直安装在挖掘的垂直隧道（1）的边缘，并分阶段延伸到垂直隧道的顶部。扩展工作台水平安装在垂直隧道的中心，并延伸到连接到垂直隧道顶部的圆顶部分（2）的垂直侧表面。液压千斤顶安装在扩展工作台的一侧，并将扩展的工作台提升到垂直隧道的顶部。垂直隧道模制形式支撑到扩展工作台，并连续形成垂直隧道。液压升降机提升了扩展的工作台。圆顶顶部模制件支撑在延伸的工作台上并形成圆顶部分的顶面。圆顶侧成形件安装在垂直隧道的顶部并形成圆顶部分的垂直侧面。

6. 发明公开

KR1020120122771A 유압실린더를 이용한 승강장치 및 방법 无效
标题翻译：使用油压缸的升降机及其方法
公开(公告)号：KR1020120122771A
公开(公告)日：2012-11-07
申请号：KR1020110041123
申请日：2011-04-29
申请人： (주)유경기술단
发明人： 고엄식
IPC分类号： B66F7/16 , B66F3/46 , B66F3/38 , B66F3/36
CPC分类号： B66F7/16 , B66F3/36 , B66F3/46
摘要： PURPOSE: A lifting device using a hydraulic cylinder and a method thereof are provided to safely lift a lifted object without applying heavy load to hydraulic cylinders by having short withdrawal distance of piston rods. CONSTITUTION: A lifting device using a hydraulic cylinder comprises first hydraulic cylinders(110), second hydraulic cylinders(120), and support blocks(130). The first and second hydraulic cylinders are vertically installed on the floor to support the underside of a lifted object(A). The first hydraulic cylinders repeat a lifting motion at a predetermined height. The second hydraulic cylinders alternatively repeat the lifting motion same as the first hydraulic cylinders. The support blocks are fitted in empty spaces between the hydraulic cylinders and the underside of the lifted object to support the lifted object.
摘要翻译：目的：提供使用液压缸的提升装置及其方法，以通过具有短的活塞杆的撤回距离来安全地提升提升的物体而不对液压缸施加重的负载。构成：使用液压缸的提升装置包括第一液压缸（110），第二液压缸（120）和支撑块（130）。第一和第二液压缸垂直地安装在地板上以支撑提升物体（A）的下侧。第一液压缸在预定高度重复提升运动。第二液压缸与第一液压缸交替重复提升运动。支撑块安装在液压缸和提升物体的下侧之间的空的空间中，以支撑提升的物体。

7. 发明公开

KR1020040071102A 하천용 옹벽 失效
标题翻译：保留河流
公开(公告)号：KR1020040071102A
公开(公告)日：2004-08-11
申请号：KR1020040057082
申请日：2004-07-22
申请人： (주)유경기술단
发明人： 김길평 , 성수복
IPC分类号： E02D29/02 , E02B3/12 , E02D17/20
CPC分类号： E02D29/02 , E02B3/12 , E02D17/20 , E02D2600/40
摘要： PURPOSE: A retaining wall for a river is provided to promote the convenience on maintenance works for a retaining wall structure and to secure the stabilization of a retaining wall structure. CONSTITUTION: The retaining wall for a river comprises the steps of installing an inverse T-shaped retaining wall on an adjacent site to both slopes(200) of a river(100), forming a projection and a square groove on the upper and inner sides of the inverse T-shaped retaining wall respectively, interposing a T-shaped panel provided with a traction ring and a rubber frame to the square groove and installing the inverse T-shaped retaining wall to the front of the retaining wall to replace the T-shaped panel only easily when the retaining wall(300) is scoured by river water.
摘要翻译：目的：提供一种用于河流的挡土墙，以便为挡土墙结构的维护工作提供便利，并确保挡土墙结构的稳定。构成：用于河流的挡土墙包括以下步骤：在相邻的位置上安装一个逆T形挡土墙，在河流（100）的两个斜坡（200）上安装一个反向的T形挡土墙，在上部和内侧形成一个突起和一个方形槽的T形挡土墙，将设置有牵引环和橡胶框架的T形面板插入方槽，并将T形挡墙安装在挡土墙的前部，以取代T形挡土墙，当护墙（300）被河水冲刷时，只能容易地形成面板。

8. 发明授权

KR101025320B1 지하 돔 콘크리트 구조물의 성형장치 및 이를 이용한 시공방법 失效
标题翻译：用于形成地下半球混凝土结构的装置和使用其的构造方法
公开(公告)号：KR101025320B1
公开(公告)日：2011-03-29
申请号：KR1020100140353
申请日：2010-12-31
申请人： 고엄식 , (주)유경기술단
发明人： 고엄식 , 김대황
IPC分类号： E04G11/24 , E02D29/045 , E04B1/32
CPC分类号： E04G11/04 , E02D29/045 , E04B1/32 , E04G11/22
摘要： PURPOSE: An apparatus for forming a domed underground concrete structure and a construction method using the same are provided to achieve excellent durability and waterproofing performance of a domed underground concrete structure by preventing discontinuous faces. CONSTITUTION: An apparatus for forming a domed underground concrete structure comprises vertical supports(100) which are installed on the floor of a domed section, pulling members(200) which are installed on the top of the vertical supports, a dome side molding form(300) for molding the lateral side of a dome, a dome top molding form(400) which is raised and lowered by the pulling members, and a jack support(500) which is vertically installed on the floor of the domed section and supports the bottom of the dome top molding form raised by the pulling members up to the forming position.
摘要翻译：目的：提供一种用于形成圆顶地下混凝土结构的装置及其施工方法，以通过防止不连续的面来实现圆顶地下混凝土结构的优异的耐久性和防水性能。构成：一种用于形成圆顶地下混凝土结构的装置，包括安装在穹顶部分的地板上的垂直支撑件（100），安装在垂直支撑件顶部的拉动件（200），圆顶形成型 300），用于模制圆顶的侧面的方法，由拉动构件升高和降低的圆顶形模制件（400）以及垂直地安装在圆顶形部分的底板上的支座（500）顶部成型模具的底部由拉动件升高到成型位置。

9. 发明授权

KR101013450B1 수직터널의 상부에 돔부가 일체로 연결된 지하 콘크리트 구조물의 성형장치 및 이를 이용한 시공방법 失效
标题翻译：用于形成井下综合隧道的地下混凝土结构的装置和使用其的构造方法
公开(公告)号：KR101013450B1
公开(公告)日：2011-02-14
申请号：KR1020100112182
申请日：2010-11-11
申请人： 고엄식 , (주)유경기술단
发明人： 고엄식 , 김대황
IPC分类号： E21D5/04 , E04B1/32 , E04G11/04
摘要： PURPOSE: An apparatus for forming an underground concrete structure integrated with a dome part on the top of a vertical tunnel and a construction method using the same are provided to continuously construct vertical concrete structures and dome concrete structures by employing a variable worktable which is raised/lowered along a jack rod. CONSTITUTION: An apparatus for forming an underground concrete structure integrated with a dome part on the top of a vertical tunnel comprises a jack rod(100), a variable worktable(200), a hydraulic jack(300), and a form. The jack rod is vertically installed on an edge of a vertical tunnel(1) and extended stepwise to a dome part(2) connected to the top of the vertical tunnel. The variable worktable is horizontally installed in the center of the vertical tunnel and selectively extended/contracted to approach the interior of the dome part. The hydraulic jack is installed on one side of the variable worktable and cooperates with the jack rod in order to raise the variable worktable to the dome part. The form is supported with the variable worktable to be raised along the vertical tunnel and the dome part.
摘要翻译：目的：提供一种用于形成与垂直隧道顶部的圆顶部分一体化的地下混凝土结构的装置及使用其的施工方法，通过采用可升降的可变工作台连续地构造立式混凝土结构和圆顶混凝土结构，沿着千斤顶杆下降。构成：用于形成与垂直隧道顶部的圆顶部分一体的地下混凝土结构的装置包括千斤顶杆（100），可变工作台（200），液压千斤顶（300）和形式。千斤顶垂直安装在垂直隧道（1）的边缘上，并逐步延伸到连接到垂直隧道顶部的圆顶部分（2）。可变工作台水平安装在垂直隧道的中心，并选择性地延伸/收缩以接近圆顶部分的内部。液压千斤顶安装在可变工作台的一侧，并与千斤顶杆配合，以将可变工作台升高到圆顶部分。该形式由沿垂直隧道和圆顶部分升起的可变工作台支撑。

10. 发明公开

KR1020080090850A ＡＥ 방법을 이용한 암반 파괴 판정 및 예측 시스템 无效
标题翻译：使用声发射方法确定和预测岩石破坏的系统
公开(公告)号：KR1020080090850A
公开(公告)日：2008-10-09
申请号：KR1020070034221
申请日：2007-04-06
申请人： (주)유경기술단 , 상지대학교산학협력단
发明人： 김석천 , 시오타니토모키
IPC分类号： G01N29/04 , G01N29/00
CPC分类号： G01N29/14 , G01N29/04 , G01N29/44 , G01N2291/0232 , G01V1/008
摘要： A system for determining and predicting rock failure using an acoustic emission method is provided to improve the accuracy of detection and prediction by referencing various parameters. A system for determining and predicting rock failure using an acoustic emission method comprises plural data collecting devices(200,210) and a central computer(400). The central computer includes a rock failure detecting and predicting table(420), a grade calculating module(432), a count calculating module(434), an energy calculating module(436), an improved b-value calculating module(438), and a detecting/predicting module(430). The rock failure detecting and predicting table stores data obtained by analyzing an acoustic wave signal according to grade, ring down count, energy, and improved b-value parameter. The grade calculating module calculates the grade by analyzing the acoustic wave signal. The count calculating module calculates the ring down count by analyzing the acoustic wave signal. The energy calculating module calculates the energy by analyzing the acoustic wave signal. The improve b-value calculating module calculates the improved b-value by analyzing the acoustic wave signal. The detecting/predicting module detects and predicts the degree of rock failure by applying each of data calculated from each of the calculating modules to the detecting/predicting table.
摘要翻译：提供一种使用声发射方法确定和预测岩石破坏的系统，通过参考各种参数来提高检测和预测的准确性。使用声发射方法来确定和预测岩石破坏的系统包括多个数据采集装置（200,210）和中央计算机（400）。中央计算机包括岩石破坏检测和预测表（420），等级计算模块（432），计数计算模块（434），能量计算模块（436），改进的b值计算模块（438）和检测/预测模块（430）。岩石破坏检测和预测表存储根据等级，减小计数，能量和改进的b值参数分析声波信号而获得的数据。等级计算模块通过分析声波信号来计算等级。计数计算模块通过分析声波信号来计算减振计数。能量计算模块通过分析声波信号来计算能量。改进的b值计算模块通过分析声波信号来计算改进的b值。检测/预测模块通过将从每个计算模块计算出的每个数据应用到检测/预测表来检测并预测岩石破坏程度。

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