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公开(公告)号：KR1020030071937A
公开(公告)日：2003-09-13
申请号：KR1020020011206
申请日：2002-03-02
Applicant: 한국철도기술연구원 , 한국건설기술연구원 , 재단법인 한국철도기술공사 , 주식회사 삼보기술단 , 주식회사 경동 , 주식회사 포스코엔지니어링
IPC: E21F1/00
Abstract: PURPOSE: A pressure release duct tunnel system of a 0.25-kilometer twin bore tunnel is provided to ease passengers by reducing ear noises, to economize in construction expenses by reducing the cross sectional area of a tunnel and to improve the speed of a train. CONSTITUTION: The pressure release duct tunnel system of a 0.25-kilometer twin bore tunnel contains 6 pressure release ducts installed on side walls of the twin bore tunnel where a single tunnel is installed adjacently. And the pressure release ducts, which are 2.25 meters in diameter, are installed at 40.87-meter intervals.
Abstract translation: 目的：提供0.25公里双孔隧道的压力释放管道系统，通过减少耳塞噪音来减轻乘客，减少隧道的横截面积，提高列车的速度，节省施工费用。 构成：0.25公里双孔隧道的压力释放管道系统包括安装在双孔隧道侧壁上的6个压力释放管道，其中单个隧道相邻安装。 直径为2.25米的压力释放管以40.87米的间隔安装。
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公开(公告)号：KR1020010046357A
公开(公告)日：2001-06-15
申请号：KR1019990050083
申请日：1999-11-12
Applicant: 한국철도기술연구원
IPC: G01H1/00
Abstract: PURPOSE: An anchor for a sensor for measuring ground vibration is provided to increase accuracy and reliability in measuring ground vibration by increasing a contact area of the anchor with the ground and integrating the sensor and the ground. CONSTITUTION: An anchor for a sensor for measuring ground vibration includes an anchor body(10), a strike cap(20) and a fixed plate. The anchor body is gradually narrowed toward a lower part and has a plurality of projections(11) formed on an external diameter in a longitudinal direction and a connection projection(12) formed on an upper surface. The strike cap receives the connection projection for striking an upper end of the anchor body and has a receiving hole(21) formed in a lower portion having a stepped inner diameter. The fixed plate has a connection hole formed at the center for connecting with the connection projection and a plurality of sensor connecting holes formed around the connection hole in various sizes.
Abstract translation: 目的：提供用于测量地面振动的传感器的锚固件，以通过增加锚固体与地面的接触面积并整合传感器和地面来提高测量地面振动的精度和可靠性。 结构：用于测量地面振动的传感器的锚固件包括锚固体（10），撞击盖（20）和固定板。 锚固体朝向下部逐渐变窄，并且具有形成在纵向外径上的多个突起（11）和形成在上表面上的连接突起（12）。 撞击帽接收用于撞击锚固体的上端的连接突起，并且具有形成在具有阶梯状内径的下部中的接收孔（21）。 固定板具有形成在中心的连接孔，用于与连接突起连接，以及形成在各种尺寸的连接孔周围的多个传感器连接孔。
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公开(公告)号：KR101880687B1
公开(公告)日：2018-08-16
申请号：KR1020150174082
申请日：2015-12-08
Applicant: 한국철도기술연구원
Abstract: 본발명의일 실시예에따르는, 침하복원모듈시공방법은 (a) 적어도하나의고정판을지반내에삽입하여설치하는단계; (b) 상기고정판과마주하여연장하는방향으로와이어와채움재를내부에포함하는케이싱부재를상기고정판을통하여상기지반내에설치하는단계; 및 (c) 상기케이싱부재를제거하여침하복원모듈을형성하는단계;를포함한다.
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公开(公告)号：KR101811377B1
公开(公告)日：2017-12-22
申请号：KR1020150123861
申请日：2015-09-01
Applicant: 한국철도기술연구원 , 합자회사 대청 씨앤씨
Abstract: 본발명의일 실시예에따르는콘크리트블록은, 직육면체형상의본체; 상기본체의어느한 쌍의마주보는양 측면의중앙영역에형성되며, 상기본체의중심방향으로내곡되어구성된내곡부; 및상기내곡부의양 쪽측부영역에형성되며, 상기내곡부형성에따라내곡된상기측면의중앙영역보다돌출되어구성된돌출부를포함한다.
Abstract translation: 根据本发明实施例的混凝土砌块包括：具有长方体形状的主体; 弯曲部分，其形成在一对主体的相对侧的中央区域中，所述弯曲部分形成在主体的中心方向上; 并且形成在曲折部分的两侧区域上并且从沿弯曲部分弯曲的侧表面的中心区域突出的突起。
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Patent Agency Ranking
公开(公告)号：KR1020170067422A
公开(公告)日：2017-06-16
申请号：KR1020150174082
申请日：2015-12-08
Applicant: 한국철도기술연구원
Abstract: 본발명의일 실시예에따르는, 침하복원모듈시공방법은 (a) 적어도하나의고정판을지반내에삽입하여설치하는단계; (b) 상기고정판과마주하여연장하는방향으로와이어와채움재를내부에포함하는케이싱부재를상기고정판을통하여상기지반내에설치하는단계; 및 (c) 상기케이싱부재를제거하여침하복원모듈을형성하는단계;를포함한다.
Abstract translation: 根据本发明的一个实施例，一种沉降恢复模块构造方法包括以下步骤：（a）将至少一个固定板插入地面; （b）沿着从固定板延伸的方向，通过固定板将壳体构件安装在地面中，壳体构件包括线材和填充物; （c）拆下壳体部件以形成沉降修复模块。
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公开(公告)号：KR101181711B1
公开(公告)日：2012-09-13
申请号：KR1020100104721
申请日：2010-10-26
Applicant: 한국철도기술연구원
Abstract: 본 발명은 지반의 다짐품질 시험 등을 위한 평판재하시험을 수행함에 있어서, 지반에 하중을 가하게 되는 하중재하위치와 변위측정위치가 일치되도록 하는 구조를 가지고 있어, 하중재하시험에서 측정되는 지반의 변위 측정결과의 신뢰성을 더욱 향상시킬 수 있는 평판재하시험용 하중 재하판 및 이를 구비한 평판재하시험기에 관한 것이다.
본 발명에서는 평판재하시험에서 지면 위에 놓여 상부로부터 가해지는 하중을 직접 지반에 가하게 되는 평판재하시험용 재하판(10)으로서, 지면에 접촉하도록 배치되어 상재하중은 지반에 직접적으로 가하는 지압판(11)과; 상기 지압판(11)의 중심에 위치하며 상부에 놓이게 될 잭장치(20)에 의하여 가해지는 가압력을 상기 지압판(11)에 전달하고, 변위계(30)가 외부를 통하여 진입하여 지압판(11)의 중심점에 수직한 위치에 배치될 수 있는 내부공간(120)이 형성되어 있는 하중전달부재(12)를 포함하여 구성되는 것을 특징으로 하는 평판재하시험용 재하판이 제공되며, 추가적으로 이러한 재하판을 구비한 평판재하시험기가 제공된다.-
公开(公告)号：KR1020120043423A
公开(公告)日：2012-05-04
申请号：KR1020100104721
申请日：2010-10-26
Applicant: 한국철도기술연구원
CPC classification number: E02D1/02 , E02D33/00 , E02D2200/1607 , G01B5/00 , G01N3/08
Abstract: PURPOSE: A loading plate for a plate loading test for matching a loading position and a displacement measuring position and a plate loading tester therewith are provided to accurately measure ground displacement by locating a displacement meter at the center of the loading plate. CONSTITUTION: A loading plate for a plate loading test for matching a loading position and a displacement measuring position comprises a pressure plate(11) and a load transfer member(12). The pressure plate is arranged to touch the ground. The load transfer member is located at the center of the pressure plate and transfers pressing force applied from a jack device(20) to the pressure plate. The load transfer member has an inner space where a displacement meter(30) is located.
Abstract translation: 目的：提供用于使装载位置和位移测量位置匹配的板载荷试验的装载板和其中的板装载试验机，以通过将位移计定位在装载板的中心来精确地测量地面位移。 构成：用于匹配装载位置和位移测量位置的板装载试验的装载板包括压板（11）和载荷传递构件（12）。 压板布置成接触地面。 负载传递构件位于压板的中心，并且将从千斤顶装置（20）施加的压力传递到压板。 载荷传递构件具有位移计（30）所在的内部空间。
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公开(公告)号：KR1020090132188A
公开(公告)日：2009-12-30
申请号：KR1020080058326
申请日：2008-06-20
IPC: G01W1/14
CPC classification number: Y02A50/12 , G01W1/14 , G01W2001/006 , G08B21/10 , H04B7/24
Abstract: PURPOSE: A rail flooding observation system, and a rail flooding observation method are provided to recognize whether a rail is flooded or not according to the size of the rainfall, thereby allowing the rapid management to be performed in case of the flooding of a rail. CONSTITUTION: A rail flooding observation system comprises a rainfall measuring device which is installed on a rail at a constant interval, measures the rainfall at the installed location to generate the rainfall data, and transmits the generated rainfall data; and a control server which receives the rainfall data from the rainfall measuring device, calculates the received rainfall data accumulatively according to time so as to calculate the accumulated rainfall or the rainfall per an hour, checks whether the accumulated rainfall or the rainfall per an hour exceeds the flooding critical amount or not, and determines whether the rail flooding situation at the location in which the rainfall measuring device is installed occurs or not according to the result. The system has a casing(10), a protective cover(15), adn a water collecting container(20).
Abstract translation: 目的：提供轨道淹水观测系统和轨道淹水观测方法，以根据降雨的大小识别轨道是否淹没，从而允许在铁路淹水的情况下进行快速管理。 构成：轨道淹水观测系统包括以恒定间隔安装在轨道上的降雨测量装置，测量安装位置的降雨量，产生降雨数据，并传输生成的降雨资料; 以及从降雨测量装置接收降雨数据的控制服务器，根据时间累积计算接收到的降雨量数据，计算每小时累计降雨量或降雨量，检查每小时累积降雨量或降雨量是否超过 洪水临界量，并根据结果确定是否发生了降雨测量装置的位置的轨道淹水情况。 该系统具有壳体（10），保护盖（15）和集水容器（20）。
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公开(公告)号：KR1020090132181A
公开(公告)日：2009-12-30
申请号：KR1020080058312
申请日：2008-06-20
Applicant: 한국철도기술연구원
Abstract: PURPOSE: A system and a method for automatically measuring deformation of a tunnel are provided to economically and easily perform maintenance by applying a low cost sensor, which is operated with a simple principle. CONSTITUTION: A linear detection sensor(100) is installed in the surface of tunnel lining. The linear detection sensor includes a lattice network power line(120) in which current flows. The linear detection sensor detects cutoff of the current by disconnection of a wire. A deformation recognition apparatus(200) recognizes deformation generation of the linear detection sensor. The deformation recognition apparatus transmits recognition result data with a remote site.
Abstract translation: 目的：提供一种用于自动测量隧道变形的系统和方法，以便通过应用以简单原理运行的低成本传感器来经济地和容易地进行维护。 构成：在隧道衬里的表面安装线性检测传感器（100）。 线性检测传感器包括其中电流流过的网格电力线（120）。 线性检测传感器通过断开电线来检测电流的截止。 变形识别装置（200）识别线性检测传感器的变形产生。 变形识别装置用远程站点发送识别结果数据。
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