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21.发明授权자동 방향보정 기능 및 진동에 의한 노이즈 발생 방지 기능의 수평 속도감지기 및 이를 포함하는 시추공 진동측정장치 失效具有自动对准校正和噪声控制的水平地球仪，以及用于测量地层振动的水平地球仪的钻孔设备
公开(公告)号：KR101105744B1
公开(公告)日：2012-01-17
申请号：KR1020100105425
申请日：2010-10-27
Applicant: 한국철도기술연구원
Inventor： 안성권
Abstract: PURPOSE: A horizontal geophone with automatic alignment correction and noise control functions, a borehole apparatus having horizontal geophone, and a device for measuring ground-bore vibration are provided to prevent noise on a sensing signal by preventing the unnecessary movement due to vibration. CONSTITUTION: A horizontal geophone with automatic alignment correction and noise control functions comprises a horizontal rate detection sensor(41), a horizontal direction preservation structure(42) and a balance weight(43). The horizontal rate detection sensor senses the horizontal component of the ground vibration. The horizontal direction preservation structure has a pair of hinge sections(422). The horizontal direction preservation structure rotates the horizontal rate detection sensor with the hinge part. The balance weight is installed in the horizontal rate detection sensor. The balance weight maintains the measurement direction of the horizontal rate detection sensor.
Abstract translation: 目的：提供具有自动对准校正和噪声控制功能的水平地震检波器，具有水平地震检波器的钻孔设备和用于测量地面孔振动的装置，以通过防止振动引起的不必要的运动来防止感测信号上的噪声。 构成：具有自动对准校正和噪声控制功能的水平地震检波器包括水平速率检测传感器（41），水平方向保存结构（42）和平衡重（43）。 水平速度检测传感器感测地面振动的水平分量。 水平方向保持结构具有一对铰链部分（422）。 水平方向保存结构使铰链部分的水平速度检测传感器旋转。 平衡重量安装在水平速度检测传感器中。 平衡重维持水平速率检测传感器的测量方向。
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公开(公告)号：KR1020090130904A
公开(公告)日：2009-12-28
申请号：KR1020080056618
申请日：2008-06-17
Applicant: 한국철도기술연구원
CPC classification number: E02D29/0225 , E01D19/02 , E02D2300/0029 , E02D2300/0085
Abstract: PURPOSE: A reinforcing frame for improving the compaction rate and a retaining wall having a backfill reinforcing structure using the same are provided to improve the structural stability of an embanking area by strengthening the restraint force with the earthwork part. CONSTITUTION: A retaining wall having a backfill reinforcing structure using a reinforcing frame(30) for improving the compaction rate is composed of a horizontal part(31) and a vertical part(32). The horizontal part is installed to be parallel to the ground surface. The vertical part is upwardly connected from the horizontal part. The reinforcing frame supports a filler. The filler is arranged in the embanking area built at the back side of the stiff structure. An anchor portion(33) is formed in the front end of the horizontal part. The anchor portion is bent downwardly. The vertical part inclines toward the horizontal part and makes an angle between the vertical part and the horizontal part as the acute angle.
Abstract translation: 目的：提供一种用于提高压实率的加强框架和具有使用其的回填加强结构的挡土墙，以通过强化与土方部件的约束力来改善堤岸区域的结构稳定性。 构成：具有用于提高压实率的加强框架（30）的回填加强结构的挡土墙由水平部分（31）和垂直部分（32）组成。 水平部分安装成平行于地面。 垂直部分从水平部分向上连接。 加强框架支撑填料。 填料布置在建筑在刚性结构背面的堤防区域。 锚定部分（33）形成在水平部分的前端。 锚固部分向下弯曲。 垂直部分朝向水平部分倾斜，并将垂直部分与水平部分之间的角度作为锐角。
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公开(公告)号：KR101816017B1
公开(公告)日：2018-01-09
申请号：KR1020160104627
申请日：2016-08-18
Applicant: 한국철도기술연구원
IPC: B02C19/18
CPC classification number: B02C19/186
Abstract: 무진동파쇄장치에관한발명이개시된다. 개시된무진동파쇄장치는: 파쇄대상물에형성된삽입부에삽입되는히터부와, 히터부와삽입부사이에위치하고히터부에의하여가열되면히터부의반경방향으로팽창되는가열팽창재를구비하는가열팽창부를포함하는것을특징으로한다.
Abstract translation: 公开了涉及无振动粉碎装置的发明。 所公开的无振动的破碎装置，其特征在于，它包括插入在破碎对象到加热器部和插入副热膨胀的该位置部分当通过具有扩展在该加热器部向径向的热膨胀的材料加热部加热并形成的插入部的加热器单元 它应。
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公开(公告)号：KR101634119B1
公开(公告)日：2016-06-28
申请号：KR1020140107989
申请日：2014-08-19
Applicant: 한국철도기술연구원
Abstract: 굴착터널외주면의일부를절삭하고굴착터널내부에는선대구경천공을실시하여자유면을확보한상태에서내부발파를시행하며, 이때, 상기굴착터널외주면의부분절삭은보호물건이있는방향으로와이어쏘또는워터젯과같은방법을이용하여일정한각도만큼선절삭을실시함으로써발파진동을저감시킬수 있고, 또한, 와이어쏘또는워터젯을이용함으로써정밀하게시공할수 있고, 터널시공시발생하는소음과진동, 그리고분진을저감시킴으로써친환경적이고안전하게터널을시공할수 있는, 발파진동저감을위해터널외주면일부를절삭하는터널굴착공법이제공된다.
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公开(公告)号：KR101629455B1
公开(公告)日：2016-06-13
申请号：KR1020140147136
申请日：2014-10-28
Applicant: 한국철도기술연구원
Abstract: 본발명은복수개의블록을연속배치하여가설주행로를구축하되, 텐던등의긴장재를이용하여블록에긴장력을도입하여블록을곡선변형시킴으로써, 가설주행로의종방향곡선선형구간및 횡방향곡선선형구간을용이하게구축할수 있게하는 " 가설주행로구축용블록과, 이를이용하여구축되는가설주행로, 그리고상기한블록을이용한가설주행로시공방법"에관한것이다. 본발명에서는판형상의본체(11)와돌출부(10)를가지며, 돌출부(10)에는제1상측긴장재(21a)와제2상측긴장재(22a)가종방향으로각각배치되어있고; 본체(11)에도각각제1하측긴장재(21b)와제2하측긴장재(22b)가종방향으로배치되어있으며; 가설주행로의종방향또는횡방향곡선선형에맞추어서, 제1상측긴장재(21a), 제1하측긴장재(21b), 제2상측긴장재(22a) 및제2하측긴장재(22b)를선별적으로긴장하여정착함으로써가설주행로구축용블록(100)이곡선형태로변형되는구성을가지는것을특징으로하는가설주행로구축용블록이제공되며, 더나아가이를이용하여가설주행로를시공하는방법과그에의해구축된가설주행로가제공된다.
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Patent Agency Ranking
公开(公告)号：KR101604705B1
公开(公告)日：2016-03-21
申请号：KR1020130158983
申请日：2013-12-19
Applicant: 한국철도기술연구원
Abstract: 철도노선보호공(제1 프로텍터) 및확폭단면보호공(제2 프로텍터)으로이루어진이중프로텍터(Dual Protector)를이용하여열차의운행중단없이철도터널(Train Tunnel)의확폭(Enlarging) 공사를안전하게실시할수 있고, 또한, NATM(New austrian tunnelling method)의경제성과 TBM(Tunnel Boring Machine) 공법의안전성의장점을겸비한 Ring TBM을이용하여철도터널내부를안전하게경제적으로확폭할수 있는, 이중프로텍터를이용한철도터널확폭방법이제공된다.
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公开(公告)号：KR1020160022177A
公开(公告)日：2016-02-29
申请号：KR1020140107989
申请日：2014-08-19
Applicant: 한국철도기술연구원
Abstract: 굴착터널외주면의일부를절삭하고굴착터널내부에는선대구경천공을실시하여자유면을확보한상태에서내부발파를시행하며, 이때, 상기굴착터널외주면의부분절삭은보호물건이있는방향으로와이어쏘또는워터젯과같은방법을이용하여일정한각도만큼선절삭을실시함으로써발파진동을저감시킬수 있고, 또한, 와이어쏘또는워터젯을이용함으로써정밀하게시공할수 있고, 터널시공시발생하는소음과진동, 그리고분진을저감시킴으로써친환경적이고안전하게터널을시공할수 있는, 발파진동저감을위해터널외주면일부를절삭하는터널굴착공법이제공된다.
Abstract translation: 本发明提供了一种用于对隧道外表面的一部分进行切割以减少爆破振动的隧道挖掘方法。 用于对隧道外表面的一部分进行切割以减少爆破振动的隧道挖掘方法切割挖掘隧道的外表面的一部分，并且在挖掘的隧道中开孔以确保自由表面以执行 内爆。 挖掘隧道的外表面的部分切割是通过使用诸如钢丝锯或水射流的方法对保护建筑物进行线性切割而进行的，以减少爆破振动。 此外，线锯或水射流用于精确挖掘; 挖掘隧道时产生的噪音，振动和粉尘减少，以环保和安全的方式挖掘隧道。
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公开(公告)号：KR101447074B1
公开(公告)日：2014-10-06
申请号：KR1020130110878
申请日：2013-09-16
Applicant: 한국철도기술연구원
Abstract: The present invention relates to a device to tow a train in a steep grade section of a railway installed around a main track in a steep grade section of a railway having a steep upward slope to tow a train while moving in a state of being coupled to the train when the train enters the steep grade section in order to enable the train to smoothly pass the steep grade section. The device to tow a train in a steep grade section of a railway includes: a first auxiliary track (1a) and a second auxiliary track (1b) installed in an upward steep grade section; a hinge mounting stand (2) and a backward mounting stand (4) moving in the steep grade section along the first auxiliary track (1a); a forward mounting stand (5) moving in the steep grade section along the second auxiliary track (1b); and a connection beam (3). In a tow beginning point, each of the hinge mounting stand (2), the backward mounting stand (4), and the forward mounting stand (4) tows the train (200) while moving in the upward steep grade section along the first auxiliary track (1a) and the second auxiliary track (1b) while the connection beam (3) is arranged by crossing the main track (100) to be coupled to the train (200). In a tow ending point, after the train (200) is passed by rotating the connection beam (3), the hinge mounting stand (2), the backward mounting stand (4), the forward mounting stand (4), and the connection beam (3) return to the tow beginning point to tow a newly-entering train.
Abstract translation: 本发明涉及一种在铁路陡坡段内围绕铁路陡坡部分牵引火车的装置，该铁路的陡坡部分具有陡峭的向上斜坡，以在连接到 火车进入陡坡段时，列车能顺利通过陡坡段。 在铁路陡坡部分牵引火车的装置包括：安装在向上陡坡部分中的第一辅助轨道（1a）和第二辅助轨道（1b）; 铰链安装架（2）和沿着第一辅助轨道（1a）在陡坡部分中移动的向后安装架（4）; 沿着第二辅助轨道（1b）沿陡坡段移动的前安装架（5）; 和连接梁（3）。 在牵引起点，铰链安装架（2），后方安装架（4）和前安装架（4）中的每一个在沿着第一辅助件的向上陡坡部分移动的同时牵引列车（200） 轨道（1a）和第二辅助轨道（1b），而连接梁（3）通过与待连接到列车（200）的主轨道（100）相交而布置。 在牵引终点中，在通过旋转连接梁（3），铰链安装台（2），后安装支架（4），前安装支架（4）和连接件 梁（3）返回到牵引起点，拖曳新进的火车。
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公开(公告)号：KR101334380B1
公开(公告)日：2013-11-29
申请号：KR1020120038722
申请日：2012-04-13
Applicant: 한국철도기술연구원
IPC: E02D29/073 , E21D11/08 , E02D29/16 , F16B35/00 , F16B37/00
Abstract: 본 발명은 겹치기 이음을 이용하여 서로 결합하는 해중터널블록을 구비하는 해중터널을 제공한다.
이를 위해 본 발명은 제1해중터널블록, 상기 제1해중터널블록과 인접하게 연결되는 제2해중터널블록 및 상기 제1해중터널블록과 상기 제2해중터널블록 사이에 형성되는 방수부를 포함하고, 상기 제1해중터널블록과 상기 제2해중터널블록은 파이프 형상을 갖는 제1외판, 상기 제1외판 내부에 형성되는 내판 및 상기 제1외판과 상기 내판 사이에 채워지는 충진재를 구비하고, 상기 제1외판 끝단에는 굴곡부와 상기 제1외판 보다 직경이 큰 제2외판이 연장 형성되는 것을 특징으로 하는 해중터널을 개시한다.-
公开(公告)号：KR1020130115921A
公开(公告)日：2013-10-22
申请号：KR1020120038722
申请日：2012-04-13
Applicant: 한국철도기술연구원
IPC: E02D29/073 , E21D11/08 , E02D29/16 , F16B35/00 , F16B37/00
CPC classification number: E02D29/073 , E02D29/16 , E02D2200/14 , E02D2200/1685 , E02D2450/00 , E21D11/083 , F16B35/00 , F16B37/00
Abstract: PURPOSE: A submerged floating tunnel is provided to obtain water tight and minimize welding defects as costs for connecting submerged tunnel blocks are drastically reduced due to the work performed inside the tunnel. CONSTITUTION: A submerged floating tunnel includes a first submerged tunnel block (100), a second submerged tunnel block (200), and a waterproofing unit (300). The first and second submerged tunnel blocks include a first outer plate (210), an inner plate, and a filler. A curvature unit and a second outer plate (112) are extended from the end of the first outer plate. The second outer plate of the first submerged tunnel block is connected to the first outer plate of the second submerged tunnel block with a lap joint method.
Abstract translation: 目的：提供一个浸没式浮动隧道，以获得防水，并尽量减少焊接缺陷，因为隧道内部进行的工作，连接淹没式隧道砖的成本大大降低。 构成：淹没式浮动隧道包括第一淹没隧道块（100），第二淹没隧道块（200）和防水单元（300）。 第一和第二浸没隧道块包括第一外板（210），内板和填料。 曲率单元和第二外板（112）从第一外板的端部延伸。 第一淹没隧道块的第二外板用搭接方式连接到第二淹没隧道的第一外板上。
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