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    • 1. 发明申请
    • KASTENPROFIL ODER GEHÄUSE
    • 箱框或外壳
    • WO2005068722A1
    • 2005-07-28
    • PCT/AT2005/000001
    • 2005-01-10
    • VAE EISENBAHNSYSTEME GMBHVAE GMBHSCHNEDL, KarlLASSACHER, ArminACHLEITNER, Herbert
    • SCHNEDL, KarlLASSACHER, ArminACHLEITNER, Herbert
    • E01B3/16
    • E01B3/16E01B7/22
    • Bei einem Kastenprofil oder Gehäuse, insbesondere Trog­schwelle für Eisenbahngleise mit einem quer zur Deckelebene elastisch verformbaren Deckel, wobei der Rand der Öffnung des Kastenprofils oder Gehäuses und der Deckel miteinander zusammenwirkende Verriegelungsglieder aufweisen, sind die Verriegelungsglieder des Deckels (2;3;24;31) von Vorsprüngen (5; 25, 28;32, 33) des Deckels und/oder einem Teil des Deckel­randes (12, 17;19) gebildet und die Verriegelungsglieder am Rand der Öffnung des Kastenprofils oder Gehäuses (1) von die Verriegelungsglieder des Deckels um- oder übergreifenden Vorsprüngen (6, 7, 8, 23) und/oder von die Verriegelungsglieder des Deckels aufnehmenden Ausnehmungen (27, 29;34, 35) oder Schlitzen (21) gebildet, wobei wenigstens ein Verriegelungs­glied des Deckels unter elastischer Verformung des Deckels und/oder des Verriegelungsglieds mit einem entsprechenden Verriegelungsglied am Rand der Öffnung des Kastenprofils o­der Gehäuses federnd in Eingriff bringbar ist.
    • 在一个箱形轮廓或壳体,特别槽轨枕用于与铁路轨道横向于所述盖弹性变形的盖的平面中,箱形轮廓或壳体与盖配合的锁定部件的开口的边缘包括所述盖的锁定件(2; 3; 24; 31) 被形成,并且所述锁定构件上的盒部或壳体的盖的锁定件(1)到的开口部的边缘;所述盖和/或盖子边缘的一部分(19 12,17)的突出部(32,33; 25,28 5)的 - 或交叉突起(6,7,8,23)和/或接收所述盖凹部的锁定构件(27,29; 34,35)或槽(21),所述盖的至少一个锁定元件,与所述盖的弹性变形 和/或与包装盒上的轮廓或壳体的开口的边缘上的对应的锁定构件的锁定构件的弹性接合BR 是Ingbar。
    • 2. 发明申请
    • IMPROVED RAIL TIE, TIE PLATE AND CLIP
    • 改进的铁路,TIE板和夹
    • WO1994028245A1
    • 1994-12-08
    • PCT/CA1994000303
    • 1994-06-02
    • IGWEMEZIE, Jude, Odihachukwunma
    • E01B03/16
    • E01B3/16E01B9/42E01B9/486
    • A rail tie plate (410, 420, 440, 460, 478) comprises two elements each provided with a rail flange shoulder (414), a downward leg (421) and a lateral projection (422) whereby the tie plate can be installed on a plate member (21, 121, 221, 321) of a slotted steel tie (20, 120, 220, 320) by insertion of the projection (422) of each element into a respective slot and rotation of the element inwardly and downward. A tie plate (410, 420, 440, 450, 460, 478) having longitudinal shoulders (414) is provided with a downwardly facing abutment surface such as provided by an opening (424) laterally through each shoulder (414) on which a rail clip (430, 470, 482, 489) engages to bear on an upper side of the rail flange (416). Rail rollover is avoided by transferring rotational forces to the plate (410, 420, 440, 450, 460, 478) through the engagement of the clip (430, 470, 482, 489) on the shoulder (414) and resisting such rotational force at the connection between the tie plate (410, 420, 440, 450, 460, 478) and the tie (20, 120, 220, 320). A steel tie for incorporation in a rail track has a horizontal oblong rectangular plate member (21, 121, 221, 321) for connection transversely of the rail, and a web (23) or webs (123, 223, 323) extending vertically on the underside of the plate member (21, 121, 221, 321) and spaced inwardly from its longer sides. A ballast engaging plate member (33, 41, 133, 233, 333) may be connected on the tie on its underside and faces generally transversely of the rail or ends of the plate (21, 121, 221, 321) may be bent downwardly.
    • 轨道平台(410,420,440,460,478)包括两个元件,每个元件设置有导轨凸缘肩部(414),向下支脚(421)和横向突出部(422),由此可将该连接板安装在 通过将每个元件的突起(422)插入到相应的槽中并且元件向内和向下的旋转而穿过钢带(20,120,220,320)的板构件(21,121,221,321)。 具有纵肩(414)的连接板(410,420,440,450,460,478)设置有向下的邻接表面,例如由横向穿过每个肩部(414)的开口(424)提供,轨道 夹子(430,470,482,489)接合以承载在所述导轨凸缘(416)的上侧。 通过将肩部(414)上的夹子(430,470,482,489)的接合传递到板(410,420,440,450,460,478)上并且抵抗这种旋转力来避免轨道翻转 在连接板(410,420,440,450,460,478)和系带(20,120,220,320)之间的连接处。 用于结合在轨道中的钢带具有用于横向于轨道连接的水平长方形矩形板构件(21,121,221,321),以及沿垂直方向延伸的腹板(23)或腹板(123,223,323) 板构件(21,121,221,321)的下侧并且从其较长侧向内隔开。 镇流器接合板构件(33,41,133,233,333)可以在其下侧的连接件上连接,并且大体上横向于横向的面,或者板(21,121,221,321)的端部可以向下弯曲 。
    • 3. 发明申请
    • RAIL RETAINING DEVICE
    • 铁路保持装置
    • WO00022235A1
    • 2000-04-20
    • PCT/CA1999/000966
    • 1999-10-13
    • E01B3/16E01B9/30E01B9/48
    • E01B9/483E01B3/16E01B9/303E01B2205/00
    • A rail retaining device has a shoulder member (60, 70) for bearing on a lateral side of a rail flange (31). The shoulder (60, 70) has a downwardly facing abutment surface (62). A rail clip (80, 100, 110) is of bent rod symmetrical about a vertical plane. The clip has an inner portion (81) bearing on the flange (31), intermediate limb portions (83) reacting with the abutment surface (62) and flexed resiliently downwardly in the installed position, and an outer portion connected to each intermediate limb portion (83) and extending arcuately outwardly and downwardly to a lower portion (84) adapted to bear on a bearing surface.
    • 轨道保持装置具有用于在轨道凸缘(31)的侧面上承载的肩部构件(60,70)。 肩部(60,70)具有向下的邻接表面(62)。 轨道夹具(80,100,110)具有关于垂直平面对称的弯曲杆。 夹子具有支承在凸缘(31)上的内部部分(81),与邻接表面(62)反作用的中间肢体部分(83)并在安装位置上弹性地向下弯曲,外部部分连接到每个中间部分 (83)并且弓形地向外和向下延伸到适于承载在支承表面上的下部(84)。
    • 5. 发明申请
    • 冷間成形鋼製枕木
    • 冷轧钢轨
    • WO2012176776A1
    • 2012-12-27
    • PCT/JP2012/065641
    • 2012-06-19
    • 日鐵住金建材株式会社日本貨物鉄道株式会社吉田 幸司川端 規之原田 剛男
    • 吉田 幸司川端 規之原田 剛男
    • E01B3/16
    • E01B3/16
    •  下面が開口している外開き溝型鋼からなり、前記溝型鋼のウェブの両側に、フランジ先端同士を結ぶ線分とのなす傾斜角(γ)で拡開するように傾斜している斜肩部と、前記斜肩部の傾斜角(γ)よりも前記線分とのなす傾斜角(β)が大きくて急傾斜で拡開している傾斜フランジとを有する鋼製枕木であって、前記傾斜フランジの下端部には、前記傾斜フランジの傾斜角(β)よりも前記線分とのなす傾斜角(α)が小さくて外側に向かって拡開するように先端傾斜フランジが設けられ、前記先端傾斜フランジの傾斜角(α)は、フランジ先端同士を結ぶ線分とのなす角が、32°≦α≦60°とされていることを特徴とする冷間成形鋼製枕木。
    • 一种钢铁轨枕,其包括底部开口的向外开口的钢制通道,其在钢通道的腹板的两侧具有倾斜的肩部,其倾斜以倾斜角度(θ)以 将法兰的前端部彼此连接的线段和与倾斜肩部相比倾斜角度(β)大于倾斜肩部的倾斜角度(θ)的陡倾角扩展的倾斜法兰,以及冷成形 钢铁系带的特征在于,前端倾斜凸缘设置在倾斜凸缘的下端部分处,以与线段相比以较小的倾斜角(a)向外展开,而不是倾斜的倾斜角度(ß) 法兰,并且远端倾斜凸缘的倾斜角(a)与连接法兰的远端的线段的范围为32°至60°。
    • 7. 发明申请
    • TRANSVERSE SLEEPER FOR RAILWAY LINES
    • CROSS门槛铁轨
    • WO01075230A1
    • 2001-10-11
    • PCT/AT2001/000091
    • 2001-03-30
    • E01B3/16E01B3/20E01B7/22
    • E01B3/16E01B7/22
    • The invention relates to a transverse sleeper (1) for railway lines, in particular in the vicinity of the actuators and interlockings of points. Said sleeper has a substantially trough-shaped, open-topped, steel profile consisting of steel, with supporting flanges (4, 5) that are attached to the free ends of the lateral walls (2, 3). Said supporting flanges (4, 5) are connected, in particular screwed to rib plates (6) which extend across the open expanse between the supporting flanges (4, 5) transversally to the longitudinal direction of the sleeper.
    • 在横向轨枕(1),用于铁路轨道,特别是在致动驱动器和开关的锁的区域中,具有大致槽形向上开口的钢型材,其特征在于,在侧壁的自由端(2,3)的支撑凸缘(4,5),其连接 是,支撑凸缘(4,5)在梁凸缘之间的净宽(4,5)横向于所述阈值的纵向延伸的肋板(6)相连,尤其是螺纹连接。
    • 8. 发明申请
    • AN ARRANGEMENT FOR USE IN THE FASTENING OF RAILS TO STEEL RAILROAD SLEEPERS
    • 用于铁路铁路铁路运动员使用的安排
    • WO1989010450A1
    • 1989-11-02
    • PCT/FI1989000078
    • 1989-04-26
    • MÄNTYSAARI, Olavi
    • E01B09/34
    • E01B9/34E01B3/16
    • The invention relates to an arrangement for use in fastening rails to steel railroad sleepers. The rail (3), possibly together with a spacing plate (7), is placed on top of the sleeper (1), and a separate lug (4) is fastened to the sleeper, at a point next to the rail (3). A spring element (5) fastened to the lug is tensioned against the foot of the rail (3). In order to achieve sufficient lateral restraint for the railroad sleeper (1), a separate laterally restraining element (2) with downwardly oriented branches is fastened under the sleeper so that the lug (4) will serve as a fastening element. The laterally restraining stop (2) preferably is over its entire distance against the lower surface of the sleeper (1), thus supporting the sleeper at its most stressed point.
    • 本发明涉及一种用于将轨道固定到钢轨枕木上的装置。 轨道(3)可能与间隔板(7)一起放置在轨枕(1)的顶部,并且在靠近轨道(3)的点处将单独的凸耳(4)紧固到轨枕, 。 紧固到凸耳上的弹簧元件(5)被张紧在轨道(3)的脚上。 为了实现铁路枕木(1)的足够的横向约束,具有向下定向的分支的单独横向限制元件(2)紧固在轨枕下方,使得凸耳(4)将用作紧固元件。 横向限制止挡件(2)优选地相对于轨枕(1)的下表面的整个距离,从而将枕木支撑在其最受应力点处。
    • 9. 发明申请
    • STEEL SLEEPER ASSEMBLY
    • 钢丝袜组装
    • WO2003054303A1
    • 2003-07-03
    • PCT/GB2002/005552
    • 2002-12-09
    • CORUS UK LIMITEDFARRINGTON, David
    • FARRINGTON, David
    • E01B13/00
    • E01B3/16E01B13/00E01B2204/04
    • A steel sleeper assembly comprises a sleeper (1) of inverted "U" cross-section having an elongate upper wall (2) bordered by downwardly extending side walls (3) which terminate in longitudinally extending ground engaging surfaces. A slot (5) is formed in the upper wall towards one end thereof for receiving a complementary shaped spade (10) whose height is greater than that of each side wall of the sleeper. In a preferred embodiment, two slots are formed in the sleeper upper wall, one towards each end thereof. The side walls of the sleeper may be inclined outwardly away from the centre line thereof.
    • 钢轨枕组件包括具有倒置的“U”横截面的卧铺1,其具有由向下延伸的侧壁3限定的细长的上壁2,该侧壁3终止于纵向延伸的地面接合表面。 在上壁中的一个端部上形成槽5,用于接收高度大于轨枕的每个侧壁的高度的互补形状的铲子10。 在优选实施例中,在轨枕上壁中形成两个槽,一个朝向其两端。 轨枕的侧壁可以从其中心线向外倾斜。
    • 10. 发明申请
    • STEEL RAILROAD SLEEPERS
    • 钢铁溜冰鞋
    • WO1998009022A1
    • 1998-03-05
    • PCT/GB1997002292
    • 1997-08-27
    • BRITISH STEEL PLCHILL, KerryRELPH, Sidney
    • BRITISH STEEL PLC
    • E01B03/16
    • E01B3/16
    • A steel railroad sleeper (1) of inverted channel section whose open ends can selectively be closed by end plates (4) detachably connected one to each open end of the sleeper (1) and whose sides incline downwardly and outwardly from the upper rail supporting surface of the sleeper (1), the sleeper (1) being produced by cold forming strip steel. The sleeper (1) may be produced by cold pressing or cold rolling and the end plates (4) may also be produced by cold forming steel strip. In one embodiment the sleeper (1) has a waisted section (8) of reduced width. This waisted section (8) may be positioned generally midway along the length of the sleeper (1). The central section of the sleeper interior may be filled with a material to prevent the ingress of ballast to this central region.
    • 一个反转通道部分的钢铁轨枕(1),其开口端可以选择性地由端板(4)封闭,端板(4)可拆卸地连接到轨枕(1)的每个开口端,并且其侧面从上轨道支撑表面向下和向外倾斜 卧铺(1)的卧铺(1)由冷成型带钢制成。 枕木(1)可以通过冷压或冷轧制造,并且端板(4)也可以通过冷成型钢带制造。 在一个实施例中,轨枕(1)具有减小宽度的腰部(8)。 这个腰部(8)可以沿着轨枕(1)的长度大致位于中间位置。 枕木内部的中心部分可以填充材料以防止压载物进入该中心区域。