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    • 3. 发明公开
    • A TRACK STRUCTURE OF THE RAPID TRACK TRANSIT
    • GLEISKONSTRUKTIONFÜRDEN SCHNELLTRANSIT AUF DER SCHIENE
    • EP1428933A4
    • 2007-04-18
    • EP02737740
    • 2002-07-01
    • SHANGHAI MAGLEV TRANSP DEV CO
    • WU XIANGMINGWU ZHONG
    • E01B25/30E01D19/02
    • E01B25/305
    • A track structure of the rapid track transit, comprises a lower girder (1) and an upper rail level component (2), the rail level component (2) comprises a function district steel component (23) connected with a reinforced concrete plate beam (21) by a fastenings (22). The track structure is characterised in that: 1) the reinforced concrete beam (21) is a minitype component, the multiplex reinforced concrete beams (21) span over the girder (1) lenghways along the line by a linking mechanism (3), furthermore there is an expansion joint (20) between the reinforced concrete beams (21); 2) the linking mechanism (3) comprises the support girder (31), the weld nails (32), the high strength bolts (33) and the steel adapter plate (34), the support girder (31) is connected with the girder (1) by the high strength bolt (33), the steel adapter plate (34) and the steel connecting plate (35), the weld nails (32) at the top of said support girder (31) are inserted into the post-pouring holes (24) of the reinforced concrete beam (21), then concrete is casted after the accurate orientation of the reinforced concrete plate beam (21), thus accomplishing the connection; 3) as to the multiple track, the support transom (11) is located between both sides of the girder (1). The invention is a track structure specially applied in spaning over the micromidi riverway.
    • 一种快速轨道交通的轨道结构,包括下梁(1)和上轨道级部件(2),轨道级部件(2)包括与钢筋混凝土板梁(2)连接的功能区钢部件(23) 21)通过紧固件(22)。 该轨道结构的特征在于:1)钢筋混凝土梁21是小型部件,多重钢筋混凝土梁21通过连杆机构3沿梁的长度方向跨越梁1, 在钢筋混凝土梁(21)之间有一个伸缩接头(20); 2)连接机构3包括支撑梁31,焊钉32,高强度螺栓33和钢制转接板34,支撑梁31与梁连接, (31)顶部的焊钉(32)通过高强度螺栓(33),钢适配板(34)和钢连接板(35), 浇注钢筋混凝土梁21的孔24,然后在钢筋混凝土梁梁21准确定位后浇注混凝土,完成连接; 3)对于多轨道,支撑横梁(11)位于梁(1)的两侧之间。 本发明是专门应用于微米蒂迪河航道上的轨道结构。
    • 8. 发明公开
    • TRÄGER
    • EP1317360A1
    • 2003-06-11
    • EP01962990.6
    • 2001-09-01
    • Max Bögl Bauunternehmung GmbH & Co. KG
    • REICHEL, DieterWAIDHAUSER, RalfLINDNER, Erich
    • B60L13/00E01B25/00
    • B60L13/00B60L2200/26E01B25/30E01B25/305E01B25/32Y02T90/16
    • The invention relates to a concrete support (1) for a travel way of a track-guided vehicle, particularly a magnetically levitated train, that is provided, in particular, as a precast concrete part. According to the invention, webs (4, 4') extending in a longitudinal direction of the support (1) are arranged on a first flange (2) also extending in a longitudinal direction of the support (1). A second flange (3, 3') is arranged on the end of the webs (4, 4') that is located at a distance from the first flange (2). Add-on pieces for guiding the vehicle can be arranged on the ends of one of the flanges (2; 3, 3'), said ends being interspaced in the cross-section of the support (1). A second flange (3, 3') is respectively arranged on each end of the webs (4, 4') that is located at a distance from the first flange (2), whereby these second flanges (3, 3'), starting from the end of the webs (4, 4'), extend essentially up to outer side of the support (1). Means for effecting a heat compensation, particularly a heat exchange, are provided between the first flange (2) and the second flange (3, 3'). The formwork is composed of individual modules (31, 32, 33, 34) so that a multitude of different supports (1) can be produced by interchanging individual modules.
    • 本发明涉及一种用于履带式车辆,特别是磁悬浮列车的行驶路径的混凝土支架(1),特别是作为预制混凝土部件设置。 根据本发明,在支撑件(1)的纵向方向上延伸的接片(4,4')被布置在同样在支撑件(1)的纵向方向上延伸的第一凸缘(2)上。 第二凸缘(3,3')布置在腹板(4,4')的与第一凸缘(2)相距一段距离处的端部上。 用于引导车辆的附加件可以布置在其中一个凸缘(2; 3,3')的端部上,所述端部在支撑件(1)的横截面中间隔开。 第二凸缘(3,3')分别布置在与第一凸缘(2)相距一定距离的腹板(4,4')的每个端部上,由此这些第二凸缘(3,3')从 从腹板(4,4')的端部基本延伸到支撑件(1)的外侧。 在第一凸缘(2)和第二凸缘(3,3')之间设置用于实现热补偿,特别是热交换的装置。 模板由单独的模块(31,32,33,34)组成,以便通过互换各个模块可以生产多种不同的支撑件(1)。
    • 9. 发明公开
    • A transport system with a minimum of two supporting points disposed on opposite sides of inter-connected ring frames
    • 运输系统与位于相互连接的环形框架的相对侧的至少两个支承点。
    • EP0468099A1
    • 1992-01-29
    • EP90125495.3
    • 1990-12-27
    • Savicevic, Milorad
    • Savicevic, Milorad
    • B61B13/10E01B25/00
    • E01B25/305B61B13/10Y02T30/30
    • The invention refers to a transport system with a minimum of two supporting points disposed on opposite sides of inter-connected ring frames, where within the annular tube (21) along tracks travel light rail vehicles with a passenger cabin. The structure of the cabin is similar to that of an airplane fuselage, where the cabins are at the same time supported by the lower and upper revolving bases which are disposed in the shape of rails (2,3) which include the side rails (10) also bonded to the opposite sides of the basic rings (1). The basic rings (1) are inter- connected by side supports (18) bonded by side bonds (19) for longitudinal central supports (12,13) and longitudinal side supports (14,15) disposed on horizontal frame beams (11) of double columns (10) as vertical supports (4b) of the support structure system.
    • 本发明涉及一种输送系统与设置在相互连接的环帧,其中沿轨道环形设计管(21)内行进轻轨车辆用客舱的相对侧上的至少两个支撑点。 机舱的结构是类似于飞机机身做的,其中,所述舱处于通过其在导轨(2,3)其中包括侧轨的形状设置在所述下部和上部旋转碱基支持的相同时间(10 ),以便结合到基本环(1)的相对侧上。 基本环(1)是相互连接的,通过侧键(19)键合的侧支撑件(18),用于设置在水平框架梁(11)长度方向中央支撑件(12,13)和纵向侧支撑件(14,15) 双列(10),垂直支撑件(4b)的所述支撑结构体系。