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公开(公告)号：KR100776202B1
公开(公告)日：2007-11-16
申请号：KR1020060101468
申请日：2006-10-18
Applicant: 삼표피앤씨 주식회사
IPC: E01B7/00
CPC classification number: E01B7/28
Abstract: A manganese crossing for a turnout and a manufacturing method thereof are provided to store crossings without classifying the crossings into a weld type or a connection type, and to achieve equal or better intensity by integrating inner ends of the crossings and by molding inner reinforcing members in traverse directions, and to eliminate casting defects by molding rear end sections to an S-type curvature. A method of manufacturing a manganese crossing using a single high manganese steel casting comprises the steps of: integrating inner ends(10) of a manganese crossing(C); molding inner reinforcing members(20) in traverse directions; molding rear end sections(30) to an S-type curvature; and molding a flange way in the middle section of the crossing to have a width of 42 to 47mm. In the manganese crossing manufactured by this method, the inner ends of the manganese crossing are integrated, and inner reinforcing members are disposed in traverse directions. The rear end section is molded to have the S-type curvature. The flange way in the middle portion of the crossing is molded to have width of 42 to 47 mm.
Abstract translation: 提供了一种用于投票的锰交叉口及其制造方法，用于存储交叉口，而不将交叉分类为焊接类型或连接类型，并且通过将交叉的内端整合并通过将内部加强件成型在一起而实现相等或更好的强度 穿过方向，并通过将后端部分模制成S型曲率来消除铸造缺陷。 使用单高锰钢铸造制造锰杂交的方法包括以下步骤：将锰交叉（C）的内端（10）整合; 在横向上成型内部加强件（20）; 将后端部分（30）成型为S型曲率; 并在交叉口的中间部分形成凸缘，宽度为42至47mm。 在通过该方法制造的锰交叉点中，锰交叉部的内端一体化，内侧加强部件沿横向配置。 后端部分模制成具有S型曲率。 在交叉口的中间部分的法兰方式被模制成具有42至47mm的宽度。
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公开(公告)号：KR100776269B1
公开(公告)日：2007-11-13
申请号：KR1020060127516
申请日：2006-12-14
Applicant: 삼표피앤씨 주식회사
Abstract: A structure and a method of fastening a separated-type base plate for a crossing are provided to fasten a crossing to a railroad tie regardless of the width or types of the crossing by fastening the separated-type base plates having torsion preventing protrusions on two sides of a crossing seat plate. In a structure of fastening a separated-type base plate for a crossing, separated-type base plates(31) are fastened on two sides of a crossing seat plate(35) on an upper surface of a base plate, and torsion preventing protrusions(39) are formed on the separated-type base plates. The torsion preventing protrusions interlock with crossing seat plates. The separated-type base plates can be any one of a manganese crossing, a nose rail crossing, a block type crossing, and an assembly crossing.
Abstract translation: 提供了一种紧固用于交叉的分离式基板的结构和方法，用于通过将具有防扭曲突起的分离式基板紧固在两侧上来紧固与铁路连接的交叉，而不管交叉的宽度或类型如何 的交叉座板。 在紧固用于交叉的分离式基板的结构中，分离型基板（31）紧固在基板上表面上的交叉座板（35）的两侧，并且防扭突（ 39）形成在分离式基板上。 扭转防止突起与交叉座板互锁。 分离型基板可以是锰交叉，鼻梁交叉，块型交叉和组装交叉中的任何一种。
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公开(公告)号：KR100776265B1
公开(公告)日：2007-11-13
申请号：KR1020060118825
申请日：2006-11-29
Applicant: 삼표피앤씨 주식회사
CPC classification number: E01B11/36 , E01B9/02 , E01B2201/04
Abstract: A joint fastener for rails and a method of coupling the rails using the same are provided to prevent diminution of coupling force between a joint bar and the rail and to install the join bar without interference with a rail clip. In a joint fastener for connecting rails(30) comprising head, middle, and lower sections(31,33,35) and fixed on a wooden tie by a rail clip or for reinforcing damaged portion of the rails, a joint bar(40) is coupled to a through hole(37) on two sides of the middle section by a bolt(48) and a nut(49). The joint bar has an upper rotation preventing protrusion(41), a body unit(43), a lower rotation preventing protrusion(44), and a connection port(47) corresponding to the through hole. The lower rotation preventing protrusion has a first lower rotation preventing protrusion(45) forming an I-shape with the upper rotation preventing protrusion to allow the lower rotation preventing protrusion to be in wide contact with the lower section of the rail, and has a second lower rotation preventing protrusion(46) having only the portion close to the body unit projected for preventing contact with the lower section of the rail.
Abstract translation: 提供了一种用于轨道的联接紧固件以及使用其的连接轨道的方法，以防止接头杆和导轨之间的联接力的减小，并且在不干扰轨道夹的情况下安装连接杆。 在用于连接轨道（30）的联接紧固件中，所述连接轨道（30）包括头部，中部和下部（31,33,35），并且通过导轨夹固定在木制系带上或用于加强轨道的损坏部分，接合杆（40） 通过螺栓（48）和螺母（49）联接到中间部分两侧的通孔（37）。 接头杆具有上部旋转防止突起（41），主体单元（43），下部防旋转突起（44）和与通孔对应的连接口（47）。 下旋转防止突起具有形成具有上部旋转防止突起的I形的第一下部防旋转突起（45），以允许下部防旋转突起与轨道的下部部分宽接触，并且具有第二 下部旋转防止突起（46）仅具有靠近主体单元突出的部分，以防止与轨道的下部接触。
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公开(公告)号：KR100776249B1
公开(公告)日：2007-11-13
申请号：KR1020060118824
申请日：2006-11-29
Applicant: 삼표피앤씨 주식회사
CPC classification number: E01B9/26 , E01B2201/02
Abstract: A device and a method for preventing axial movement of expansion and turnout rails are provided to keep the outputs of the rail from moving the rail by cutting a lower section of the rail to a preset length and installing an upper plate to the lower section and welding steel fixers to two sides of the lower section. A lower section(37) of a rail(35) is cut out in a preset length, an upper plate(31) is installed below the lower section of the rail, and steel fixers(33) are welded on two sides of the lower section. The rail can be applied to any one of 50KG, 60Kg, 70S, UIC60 profiles of the rails. The upper plate can be applied to any one of coupling devices such as a coil spring clip, a fast clip, or a Vossloh clip, and any turnout.
Abstract translation: 提供一种用于防止膨胀和轨道轨道的轴向运动的装置和方法，以通过将轨道的下部切割成预定长度来保持轨道的输出不移动轨道，并将上板安装到下部并焊接 钢固定件位于下部两侧。 轨道（35）的下部（37）以预定长度切割，上板（31）安装在轨道的下部下方，钢固定器（33）焊接在下部 部分。 轨道可应用于轨道的50KG，60Kg，70S，UIC60型材中的任何一种。 上板可以应用于诸如螺旋弹簧夹，快速夹或Vossloh夹的耦合装置中的任何一个，以及任何岔口。
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公开(公告)号：KR100738591B1
公开(公告)日：2007-07-11
申请号：KR1020060101467
申请日：2006-10-18
Applicant: 삼표피앤씨 주식회사
IPC: E01B7/00
Abstract: A locking device for a turnout is provided to secure the stability of a point portion by turnout speed-up, to prevent the separation of wheels by perfect adhesion of a tongue rail and to expand and contract a tongue rail by a variation of temperature. The locking device(L) for a turnout comprises a base rail support(20) fastened to the outside of a base rail(R) by a bolt and a nut and composed of an elliptical fastening hole, a body folded in an L-shape and extended downward and a bearing hole to insert a bearing, a tongue rail support(30) fastened to the outside of a tongue rail(T) by a bolt and a nut and composed of a rectangular fastening hole, a retreated part and supporters with a through hole to insert a fixing pin, a lock rod support(40) fixed to the fastening hole of the tongue rail support by a bolt and a nut, provided with a fastening hole and formed in an L-shape as a whole, a lock(60) fixed between the supporters of the tongue rail support and suspended on a fixing projection of the base rail support to support the lower part of the tongue rail support, and a connecting rod placed with the lock and provided with right, left and middle ends projected upward to support the lower part of the lock.
Abstract translation: 提供了一种用于道岔的锁定装置，以通过提高道岔来确保点部分的稳定性，从而通过完美地附着舌形轨道来防止车轮分离，并且通过温度变化来扩展和收缩舌形轨道。 用于道岔的锁定装置（L）包括通过螺栓和螺母紧固到基轨（R）外侧的基轨支架（20），并且由椭圆形紧固孔构成，本体折叠成L形 并向下延伸并用于插入轴承的轴承孔;通过螺栓和螺母紧固到舌形导轨（T）的外侧的舌形导轨支撑件（30），并由矩形紧固孔，后退部分和支撑件 用于插入固定销的通孔;通过螺栓和螺母固定到所述舌形导轨支撑件的紧固孔的锁定杆支撑件（40），所述锁定杆支撑件（40）设置有紧固孔并且整体形成为L形; 锁定件（60），其固定在所述舌杆支撑件的支撑件上并且悬挂在所述基座导轨支撑件的固定突起上以支撑所述导轨支撑件的下部;以及连接杆，其与所述锁件一起设置并且设有左，右 中间端向上突出以支撑锁的下部。
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Patent Agency Ranking
公开(公告)号：KR200430266Y1
公开(公告)日：2006-11-13
申请号：KR2020060022664
申请日：2006-08-24
Applicant: 삼표피앤씨 주식회사
CPC classification number: E01B7/22
Abstract: 본 고안은 PC침목에 1:40 또는 1:20의 구배를 적용하거나, 또는 일반 침목을 사용하되 심플레이트나 패드에 1:40 또는 1:20의 구배를 적용하여 간접적으로 레일에 직접구배를 주는 동일한 효과를 얻도록 한 신축 및 분기기 레일 체결장치를 제공하는데 그 목적이 있다.
상기한 목적을 달성하기 위한 본 고안에 따른 신축 및 분기기 레일 체결장치는 텅레일부, 힐상판, 리드부, 크로싱부 및 가드부로 구성되는 분기기의 레일을 지지하기 위해 침목과 레일 사이에 상판을 형성하여 코일스프링, 클립걸이로 지지하는 철로 본선부 레일과 연결되는 철로 분기기의 레일 체결장치에 있어서, 상기 레일의 하부에 위치되는 침목은 1:40 또는 1:20의 구배가 형성된 PC침목으로 구성됨을 특징으로 한다.
신축 및 분기기 레일 체결장치-
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公开(公告)号：KR101237006B1
公开(公告)日：2013-02-25
申请号：KR1020100137718
申请日：2010-12-29
Applicant: 삼표피앤씨 주식회사
Abstract: 본 발명은 분기기 시스템의 선형개선을 통한 텅레일 첨단 취약부 개선과 분기기 부품과 호환 및 분기기 선형의 연속성에 의한 충격을 완화하며, 차량 동요 및 충격을 최소화하도록 한 철도 분기시 시스템을 제공하는데 그 목적이 있다.
상기한 목적을 달성하기 위한 본 발명에 따른 철도 분기기 시스템은 기본레일과 텅레일이 도상에 설치되는 위치에 따라 포인트부, 리드부, 이음매부, 크로싱부로 구성되는 분기기에 있어서, 상기 텅레일 충격각은 #8∼#15는 1°이하로 구성되며, 상기 분기기의 포인트부, 리드부, 이음매부, 크로싱부의 레일구배는 1:20 또는 1:40으로 구성되며, 상기 분기기의 곡선반경은 #8은 165,100㎜, #10은 258,600㎜, #12는 373,000㎜, #15는 580,580㎜로 구성되며, 상기 텅레일 첨단위치는 #8은 R시점에서 1139∼1159㎜, #10은 R시점에서 1428∼1448㎜, #12는 R시점에서 1739∼1759㎜, #15는 R시점에서 2145∼2165㎜로 구성되며, 곡선반경의 종점은 #8은 이론교점에서 1190∼1210㎜, #10은 이론교점에서 1440∼1460㎜, #12는 이론교점에서 1690∼1710㎜, #15는 이론교점에서 2180∼2200㎜로 구성되며, 절곡점의 위치 는 #8은 A: 5000∼7000, B: 100, C: 2500, D: 130, 10㎜, #10은 A: 5000∼7000, B: 100, C: 2500, D: 120으로 구성되며, 슬랙량은 #8은 10㎜, #10은 5㎜, #12는 0㎜, #15는 0㎜로 구성됨을 특징으로 한다.-
公开(公告)号：KR1020110080824A
公开(公告)日：2011-07-13
申请号：KR1020100001237
申请日：2010-01-07
Applicant: 삼표피앤씨 주식회사
CPC classification number: E01B9/28 , E01B1/002 , E01B9/66 , E01B9/68 , E01B2204/06
Abstract: PURPOSE: Rail fastening device and method for concrete ballast are provided to keep a rail on a right position even in case of heavy load and high speed and facilitate gauge control and maintenance using left and right control axes. CONSTITUTION: A rail fastening device for concrete ballast comprises a concrete tie(110), pad units, a base plate(130), a rail pad(140), a rail(150), a groove axis(160) and a support bracket(170). The concrete tie comprises a given depth of a groove and a through hole(114). The pad units are installed on the concrete tie and are formed as thin square-shaped plates. The base plate is installed on the pad unit and comprises elongated holes. The rail pad is installed on the base plate and is formed as a thin square-shaped plate. The rail is arranged on the rail pad. A groove axis is inserted into the groove of the concrete tie.
Abstract translation: 目的：提供用于混凝土镇流器的轨道固定装置和方法，即使在重载和高速度的情况下，也可以将轨道保持在正确的位置，并利用左右控制轴进行量规控制和维护。 构成：用于混凝土压载物的轨道固定装置包括混凝土系带（110），垫单元，基板（130），轨道垫（140），轨道（150），槽轴线（160）和支撑支架 （170）。 混凝土系带包括给定的凹槽深度和通孔（114）。 垫单元安装在混凝土结扎上，形成为薄方形板。 基板安装在垫单元上并且包括细长孔。 导轨垫安装在基板上，形成为薄的正方形板。 导轨安装在导轨上。 凹槽轴线插入混凝土系带的槽中。
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