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1. 发明公开

KR1020140023724A 복합적 방진구조를 갖는 철도궤도 无效
标题翻译：具有用于振动吸收的复合结构的轨道系统
公开(公告)号：KR1020140023724A
公开(公告)日：2014-02-27
申请号：KR1020120090064
申请日：2012-08-17
申请人： 주식회사 엠앤이알 , 주식회사 포스코건설
发明人： 박정근 , 강윤석 , 정우태 , 이수형 , 정영도 , 안동근 , 전진택
IPC分类号： E01B2/00 , E01B9/68
CPC分类号： E01B19/003 , E01B1/002 , E01B9/68 , E01B2204/01
摘要： The present invention relates to a railway track having a composite vibration-proof structure capable of uniformly absorbing vibration at various frequency bands. The railway track having a composite vibration-proof structure comprises: a slab (1) installed to be mounted inside a slab container (3) in a roadbed (F) and having rail grooves (7) at both sides of the upper side thereof, wherein rails (R) are mounted in the rail grooves (7); multiple cylindrical vertical elastic bodies (13) installed on all over the bottom of the slab (1), having the tops supported by the slab (1) and the bottoms supported by the roadbed (F), and elastically cushioning vertical loads; the rails (R) installed in the rail grooves (7); rail supporting elastic body (9) filled in a space between the rail (R) and the rail groove (7), and supporting the rail (R) against the lateral load of the rail (R); and a floor mat (17) made of an elastic body interposed between the bottom of the slab (1) and the slab container (3).
摘要翻译：本发明涉及一种能够均匀地吸收各种频带的振动的复合防振结构的铁路轨道。具有复合防振结构的铁路轨道包括：安装在路基（F）的板坯容器（3）的内侧并在其上侧的两侧具有轨道槽（7）的板坯（1）其中轨道（R）安装在轨道槽（7）中; 安装在板坯（1）的整个底部上的多个圆柱形垂直弹性体（13），具有由板坯（1）支撑的顶部和由路基（F）支撑的底部，并且弹性缓冲垂直载荷; 所述轨道（R）安装在所述轨道槽（7）中; 轨道支撑弹性体（9），其填充在轨道（R）和轨道槽（7）之间的空间中，并且抵靠轨道（R）的横向载荷支撑轨道（R）; 以及设置在板坯（1）的底部和板坯容器（3）之间的由弹性体制成的地板垫（17）。

2. 发明公开

KR1020120039429A 철도궤도용 프리캐스트 레일슬래브 및 이를 이용한 매립식 철도궤도 구조 无效
标题翻译：预制轨道用于轨道轨道和嵌入式铁路轨道结构使用铁路SLAB
公开(公告)号：KR1020120039429A
公开(公告)日：2012-04-25
申请号：KR1020100101132
申请日：2010-10-16
申请人： 주식회사 엠앤이알
发明人： 박정근 , 강윤석 , 정우태 , 이수형 , 전진택
IPC分类号： E01B2/00 , E01B3/00
CPC分类号： E01B1/002 , E01B9/62 , E01B2204/01 , E01B2204/06
摘要： PURPOSE: A pre-cast rail slab for a railway track and a buried type railway track structure using the same are provided to offer a more excellent vibration secluding effect in comparison with a normal sleeper type railway track structure and to solve problems caused by a bent rail when the wheel of a train passes between the sleepers. CONSTITUTION: A buried type railway track structure using a pre-cast rail slab for a railway track comprises a rail slab(2), a coupling device, a height regulating device, and a rail(5). The rail slab is arranged on the top of a roadbed(1). The connecting device unites the rail slabs. The height regulating device regulates a height of the rail slab. The rail is installed on the rail slab. A pre-cast rail slab for a railway track comprises a slab body, a pair of rail grooves, a cement filling groove, a cement injection groove, and a cement inflow path.
摘要翻译：目的：提供一种用于铁路轨道的预制轨道板和使用该轨道的埋地式铁路轨道结构，与普通轨枕型轨道结构相比，具有更优异的振动隔离效果，并解决弯曲一列火车在轨枕之间穿过轨道。构成：使用铁路轨道预制轨道板的埋地式铁路轨道结构包括轨道板（2），联接装置，高度调节装置和轨道（5）。轨道板布置在路基（1）的顶部。连接装置将轨道板组合在一起。高度调节装置调节轨道板的高度。轨道安装在轨道板上。用于铁路轨道的预制轨道板包括板坯体，一对轨道槽，水泥填充槽，水泥注入槽和水泥流入路径。

3. 发明公开

KR1020130026138A 식물의 식재에 의한 녹화 가능형 도심 주행용 매립형 슬래브 궤도 无效
标题翻译：用于城市轨道的绿色植被嵌入式斜拉桥
公开(公告)号：KR1020130026138A
公开(公告)日：2013-03-13
申请号：KR1020110089565
申请日：2011-09-05
申请人： 한국철도기술연구원 , 주식회사 엠앤이알
发明人： 강윤석 , 정우태 , 이수형 , 곽재호 , 박정근
IPC分类号： E01B2/00 , E01B37/00 , A01G1/00
CPC分类号： E01B2204/14 , E01B1/002 , E01B5/04 , E01B9/68
摘要： PURPOSE: An afforestation capable buried slab track for an urban railway is provided to make better use of a space and to implement afforestation in the center of a city since the rail track is protruded to secure a space between rails for vegetation. CONSTITUTION: An afforestation capable buried slab track for an urban railway has a track unit(100) including a rail(41) and a guide member(20). A pair of guide members bent with into an L shape is fixed on the upper side of a concrete slab(10) by a pair of anchor members(31). A reinforcing rib(32) is installed between the vertical part and the horizontal part of the guide member to maintain the angle between the vertical part and the horizontal part of the guide member. A rail pad(44) is installed on the upper side of the concrete slab in advance to support the rails. The rails are installed between a pair of guide members in which a filler(43) is filled to make the track unit.
摘要翻译：目的：提供城市铁路的造林能力的埋地板轨道，以便更好地利用空间，并在城市中心实施造林，因为轨道突出以确保植被轨道之间的空间。构成：城市铁路的造林能力掩埋板轨道具有轨道单元（100），其包括轨道（41）和引导构件（20）。一对弯曲成L形的引导构件通过一对锚固构件（31）固定在混凝土板（10）的上侧。在引导构件的垂直部分和水平部分之间安装加强筋（32），以保持引导构件的垂直部分和水平部分之间的角度。预先将钢轨板（44）安装在混凝土板的上侧以支撑轨道。轨道安装在一对引导构件之间，其中填充有填充物（43）以形成轨道单元。

4. 发明授权

KR101756965B1 유지 보수가 가능한 높낮이 조절형 철도궤도선로 시공방법 및 이를 이용한 철도궤도선로 보수방법 有权
公开(公告)号：KR101756965B1
公开(公告)日：2017-07-12
申请号：KR1020150134211
申请日：2015-09-22
申请人： 주식회사 포스코건설 , 한국철도기술연구원
发明人： 전진택 , 우성원 , 김동완 , 정영도 , 이수형 , 강윤석 , 정우태
IPC分类号： E01B37/00 , E01B2/00
摘要： 유지보수가가능한높낮이조절형철도궤도선로시공방법및 보수방법은기제작되어설치되는프리캐스크콘크리트슬라브를분리막이설치된기초지반에정렬하여설치한후, 수평조정장치및 수직조정장치를이용하여위치를미세조정하고, 슬라브주변에거푸집을설치하여충전재를관통챔버내에투입하여양생시킴으로써철도궤도선로를시공할수 있다. 이와같이구성되는본 발명에의한유지보수가가능한높낮이조절형철도궤도선로는프리캐스크콘크리트슬라브만리프팅한상태에서하부에충전재를추가주입하여하부지반을보강할수 있기때문에지반의부분침하에대한신속하고용이한대처가가능한이점이있다.

5. 发明公开

KR1020170035290A 플로팅 슬래브용 프로파일러 일체형 지수체 및 이를 이용한 플로팅 슬래브 구조체와 그 시공방법 审中-实审
标题翻译：用于浮动板和浮动板结构的轮廓集成指数和应用方法
公开(公告)号：KR1020170035290A
公开(公告)日：2017-03-30
申请号：KR1020150134212
申请日：2015-09-22
申请人： 주식회사 포스코건설 , 한국철도기술연구원
发明人： 전진택 , 우성원 , 김동완 , 정영도 , 이수형 , 강윤석 , 정우태
IPC分类号： E01B21/04 , E01B1/00 , E01B2/00
摘要： 플로팅슬래브용프로파일러일체형지수체는슬래브사이에개재되는메인바디와, 메인바디의측면에서양 측방으로수평하게연장되는수평판과, 메인바디의상단에형성되어슬래브사이의갭 형상에대응되도록형성되는프로파일러헤드를포함하고, 상기와같이구성되는지수체를프리캐스트콘크리트슬래브사이에개재하여후타설콘크리트공법을통해일체화하여플로팅슬래브구조체를시공할수 있다.
摘要翻译：用于浮动板的成形积分器型转位元件具有插入在板之间的主体，在主体侧上横向水平延伸的水平板和形成在主体上端上的板之间形成的间隙并且在预制混凝土板之间布置水泥浆，并且可以通过后浇注混凝土方法将预制混凝土板集成来构造浮板结构。

6. 发明公开

KR1020170035289A 유지 보수가 가능한 높낮이 조절형 철도궤도선로 시공방법 및 이를 이용한 철도궤도선로 보수방법 有权
标题翻译：高架铁路轨道施工方法及铁路轨道修复方法的维护方法
公开(公告)号：KR1020170035289A
公开(公告)日：2017-03-30
申请号：KR1020150134211
申请日：2015-09-22
申请人： 주식회사 포스코건설 , 한국철도기술연구원
发明人： 전진택 , 우성원 , 김동완 , 정영도 , 이수형 , 강윤석 , 정우태
IPC分类号： E01B37/00 , E01B2/00
摘要： 유지보수가가능한높낮이조절형철도궤도선로시공방법및 보수방법은기제작되어설치되는프리캐스크콘크리트슬라브를분리막이설치된기초지반에정렬하여설치한후, 수평조정장치및 수직조정장치를이용하여위치를미세조정하고, 슬라브주변에거푸집을설치하여충전재를관통챔버내에투입하여양생시킴으로써철도궤도선로를시공할수 있다. 이와같이구성되는본 발명에의한유지보수가가능한높낮이조절형철도궤도선로는프리캐스크콘크리트슬라브만리프팅한상태에서하부에충전재를추가주입하여하부지반을보강할수 있기때문에지반의부분침하에대한신속하고용이한대처가가능한이점이있다.
摘要翻译：然后维护被布置成安装可能电梯式铁路轨道横杆的施工方法和修复过程自由木桶混凝土板是要安装根据地基分离器被安装而成，使用水平调整装置与垂直调整装置位置并在模板周围安装模具，以便将填料注入渗透室以固化铁路轨道。维护是根据本发明，以这种方式配置是自由木桶混凝土板仅由起重hansangtae添加注入到下部的填料可能升降机型铁路轨道钢轨可以加强下地面，因为快用于接地和容易的部分沉降有一点可以完成。

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