CN2934344Y - Light railway girder lifting device - Google Patents

Light railway girder lifting device Download PDF

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Publication number
CN2934344Y
CN2934344Y CN 200620111104 CN200620111104U CN2934344Y CN 2934344 Y CN2934344 Y CN 2934344Y CN 200620111104 CN200620111104 CN 200620111104 CN 200620111104 U CN200620111104 U CN 200620111104U CN 2934344 Y CN2934344 Y CN 2934344Y
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track beam
fixed
lifting
frame
guide frame
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Expired - Fee Related
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CN 200620111104
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汪同庆
叶俊勇
郑军
任莉
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Chongqing University
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Chongqing University
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Abstract

一种轻轨轨道梁抬升装置涉及轨道梁抬升装置,解决安全更换轨道梁锚固螺杆的问题。该装置包括千斤顶、固定框架、导向框架、拉杆。在抬升轨道梁两端相邻的固定轨道梁的前后侧面上各相对装有固定框架,每一相对的固定框架的上、下端分别通过拉杆将其固定在固定轨道梁上,在每一相对固定框架的同侧上固定有相对的导向框架,抬升轨道梁的两端分别活动地位于由导向框架与拉杆组成的导向滑道内,工作时将两个千斤顶分别置于同一抬升轨道梁两端的两个墩台上的抗剪榫上。本装置工作安全,避免了轨道梁在抬升过程中晃动、偏倒、倾翻;整个装置仅由千斤顶及少量零部件组成,运输方便,操作简单,占用空间少,使用场合更广,消耗的人力财力更少。

Figure 200620111104

A light rail track beam lifting device relates to a track beam lifting device, which solves the problem of safely replacing the track beam anchor screw. The device includes a jack, a fixed frame, a guide frame and a pull rod. The front and rear sides of the fixed track beams adjacent to the two ends of the lifting track beam are respectively equipped with fixed frames. The opposite guide frame is fixed on the same side of the frame, and the two ends of the lifting track beam are respectively movably located in the guide slideway composed of the guide frame and the tie rods. When working, two jacks are placed on the two ends of the same lifting track beam. On the shear tenon on the pier. The device works safely and avoids the shaking, tilting and tipping of the track beam during the lifting process; the whole device is only composed of a jack and a small number of parts, which is convenient for transportation, simple operation, less space, wider use occasions, and less manpower consumption Less money.

Figure 200620111104

Description

轻轨轨道梁抬升装置Light rail track beam lifting device

技术领域:Technical field:

本实用新型涉及一种轻轨轨道梁抬升装置。The utility model relates to a light rail track beam lifting device.

背景技术:Background technique:

轻轨线路建成运营后,专用的架设轨道梁的大型设备被拆离。在轻轨列车运行中,当需要对轻轨轨道梁锚固螺杆进行拆换维护时无专门装置抬升轨道梁。常常将该轨道梁捆绑后运用起重机将其抬升,然后再将锚固螺杆从墩台中取出进行更换。由于轻轨轨道梁自重较大,拆装锚固螺杆耗费大量的人力和财力。在轻轨路线沿线,很多路段没有足够空间用起重机进行拆装,当锚固螺杆出现安全问题时根本无法及时更换,致使轻轨列车不能正常运行,对轻轨运营造成了严重的安全隐患。同时,运用起重机抬升轨道梁,由于水平方向上无位移约束,容易造成被抬升轨道梁在水平方向上的晃动。After the light rail line was completed and put into operation, the dedicated large-scale equipment for erecting track beams was dismantled. During light rail train operation, there is no special device to lift the track beam when the light rail track beam anchor screw needs to be replaced and maintained. Often the track beam is tied up and lifted by a crane, and then the anchor screw is taken out from the pier for replacement. Due to the heavy weight of the light rail track beam, it takes a lot of manpower and financial resources to disassemble and assemble the anchor screw. Along the light rail route, many road sections do not have enough space to use cranes for disassembly and assembly. When the anchor screw has a safety problem, it cannot be replaced in time, resulting in the non-normal operation of the light rail train and causing serious safety hazards to the light rail operation. At the same time, using a crane to lift the track beam, since there is no displacement constraint in the horizontal direction, it is easy to cause the raised track beam to shake in the horizontal direction.

发明内容:Invention content:

本实用新型的目的在于提供一种轻轨轨道梁抬升装置,便于安全更换轨道梁锚固螺杆。The purpose of the utility model is to provide a light rail track beam lifting device, which is convenient for safe replacement of the track beam anchor screw.

该装置包括千斤顶、固定框架、导向框架、拉杆。千斤顶置于每一抗剪榫上。在抬升轨道梁两端相邻的固定轨道梁的前后侧面上各相对装有固定框架。每一相对的固定框架的上、下端分别通过拉杆将其固定在固定轨道梁上,构成固定轨道梁的夹紧机构。在每一相对固定框架的同侧上固定有相对的导向框架,每一相对导向框架的上端通过拉杆连接构成导向滑道,抬升轨道梁的两端分别活动地位于相对的导向滑道内。The device includes a jack, a fixed frame, a guide frame and a pull rod. A jack is placed on each shear tenon. The front and back sides of the fixed track beams adjacent to the two ends of the lifting track beam are respectively equipped with fixed frames. The upper and lower ends of each relative fixed frame are respectively fixed on the fixed track beam through pull rods to form a clamping mechanism for the fixed track beam. A relative guide frame is fixed on the same side of each relative fixed frame, and the upper end of each relative guide frame is connected by a tie rod to form a guide slideway, and the two ends of the lifting track beam are respectively movably located in the relative guide slideway.

本实用的目的可以通过下述方案来达到:将两个相对的固定框架分别置于与抬升轨道梁两端相邻的固定轨道梁的前后侧面上,并分别通过拉杆夹紧两个固定轨道梁,两个相对导向框架固定在相应固定框架上并通过拉杆连接;将两个千斤顶分别置于同一抬升轨道梁两端的两个墩台上的抗剪榫上,取掉位于被抬升梁的锚固螺杆上的全部放松螺母,同步操作两个千斤顶,通过抬升轨道梁的支座使被抬升轨道梁缓慢上升到预定位置后停止;待将锚固螺杆更换后,再同步操作两个千斤顶,使被抬升轨道梁缓慢下降到初始位置,最后拧紧放松螺母,完成对轨道梁锚固螺杆的安全更换。The purpose of this utility can be achieved through the following scheme: two opposite fixed frames are respectively placed on the front and rear sides of the fixed track beam adjacent to the two ends of the lifting track beam, and the two fixed track beams are respectively clamped by pull rods , the two opposite guide frames are fixed on the corresponding fixed frames and connected by tie rods; respectively place the two jacks on the shear tenons on the two piers at the two ends of the same raised track beam, and remove the anchor screws located on the raised beam Loosen all the nuts on the top, operate the two jacks synchronously, and make the lifted track beam slowly rise to the predetermined position by lifting the support of the track beam and then stop; after replacing the anchor screw, operate the two jacks synchronously to make the lifted track beam The beam is slowly lowered to the initial position, and finally the loosening nut is tightened to complete the safe replacement of the anchor screw of the track beam.

本实用新型的技术效果:Technical effect of the present utility model:

1.被抬升的轨道梁被严格约束在导向滑道中上下移动,工作安全,避免了轨道梁在抬升过程中晃动、偏倒、倾翻。1. The raised track beam is strictly restricted to move up and down in the guide slideway, which is safe to work and avoids shaking, tilting and tipping of the track beam during the lifting process.

2.该装置仅由千斤顶及少量零部件组成,运输方便,操作简单,占用空间少,使用场合更广,消耗的人力财力更少。2. The device is only composed of a jack and a small number of parts, which is convenient for transportation, easy to operate, takes up less space, has wider application occasions, and consumes less manpower and financial resources.

附图说明:Description of drawings:

图1为该装置立体图。Figure 1 is a perspective view of the device.

图2为抬升轨道梁经千斤顶抬升后的示意图。Fig. 2 is a schematic diagram of the lifting track beam after being lifted by a jack.

图3为图2中A-A位置断开的示意图。Fig. 3 is a schematic diagram showing the disconnection of A-A position in Fig. 2 .

图4为导向框架、固定框架、拉杆装配图的主视图。Fig. 4 is a front view of the assembly drawing of the guide frame, the fixed frame and the pull rod.

图5为导向框架、固定框架、拉杆装配图的左视图。Fig. 5 is a left view of the assembly drawing of the guide frame, the fixed frame and the pull rod.

图6为导向框架、固定框架、拉杆装配图的后视图。Fig. 6 is the rear view of the assembly drawing of the guide frame, the fixed frame and the pull rod.

图7为导向框架、固定框架、拉杆装配图的俯视图。Fig. 7 is a top view of the assembly drawing of the guide frame, the fixed frame and the pull rod.

图8为图4中导向框架、固定框架、拉杆连接后I处的放大图。Fig. 8 is an enlarged view of the I place after the guide frame, the fixed frame and the pull rod are connected in Fig. 4 .

图9为导向框架和固定框架连接主视图。Figure 9 is a front view of the connection between the guide frame and the fixed frame.

图10为拉杆主视图。Figure 10 is a front view of the pull rod.

图11为拉杆左视图。Figure 11 is a left side view of the pull rod.

在图1至图9中:In Figures 1 to 9:

1-固定轨道梁;2-拉杆;3-拉杆;4-拉杆;5-抬升轨道梁;6-固定轨道梁;7-千斤顶;8-墩台;9-锚固螺杆;10-千斤顶;11-下摆;12-上摆;13-拉杆;14-拉杆;15-拉环;16-螺栓;17-竖直定位块;18-加强筋;19-通孔;20-导向框架;21-固定框架;22-抗剪榫。1-fixed track beam; 2-tie rod; 3-tie rod; 4-tie rod; 5-lifting track beam; 6-fixed track beam; 7-jack; 8-abutment; 9-anchor screw; Hem; 12-top swing; 13-tie rod; 14-tie rod; 15-pull ring; 16-bolt; 17-vertical positioning block; 18-reinforcing rib; 19-through hole; 20-guiding frame; 21-fixed frame ; 22-shear tenon.

具体实施方式:Detailed ways:

每一导向框架20和每一固定框架21为矩形或三角形或菱形或其他多边形;在导向框架20和固定框架21内分布有加强筋18,加强筋18沿框架横向或纵向或对角分布;每一导向框架20和每一固定框架21及加强18筋用圆钢或槽钢或工字钢或角钢固定连接而成,固定连接包括焊接或铆接或螺钉连接;在固定轨道梁夹紧机构的框架内的上端相对处固定了竖直定位块17,固定方式包括焊接或铆接或螺钉连接;在固定轨道梁夹紧机构的上、下端相对加工与拉杆[2、3、13、14]固定连接的通孔19,通孔19分别与拉杆[2、3、13、14]两端的拉环15通过螺栓16连接,拧紧螺栓16使固定框架21牢固的固定在固定轨道梁[1、6]上;在每一导向滑道的上端加工与拉杆4连接的通孔19,通孔19与拉杆4两端的拉环15通过螺栓16连接,将导向框架20拉紧;拉杆[2、3、4、13、14]可以用型钢和两个拉环15焊接而成,也可以直接使用直径10~50mm的螺杆配上螺母构成。Each guide frame 20 and each fixed frame 21 are rectangles or triangles or rhombuses or other polygons; Distributed in the guide frame 20 and the fixed frame 21 are provided with reinforcing ribs 18, and reinforcing ribs 18 are distributed horizontally or vertically or diagonally along the frame; A guide frame 20 and each fixed frame 21 and reinforced 18 bars are fixedly connected with round steel or channel steel or I-beam or angle steel. The fixed connection includes welding or riveting or screw connection; The vertical positioning block 17 is fixed at the relative position of the inner upper end, and the fixing method includes welding or riveting or screw connection; the upper and lower ends of the fixed track beam clamping mechanism are relatively processed and fixedly connected with the pull rod [2, 3, 13, 14] Through hole 19, through hole 19 is connected with pull ring 15 at both ends of pull bar [2,3,13,14] respectively by bolt 16, tightens bolt 16 to make fixed frame 21 firmly fixed on the fixed track beam [1,6]; Process the through hole 19 that is connected with pull bar 4 at the upper end of each guide slideway, the draw ring 15 of through hole 19 and pull bar 4 two ends is connected by bolt 16, guide frame 20 is tensioned; Pull bar [2,3,4,13 , 14] can be welded with profiled steel and two draw rings 15, also can directly use the screw rod of diameter 10~50mm to mix with nut and form.

每一导向滑道的上端面高出固定轨道梁的夹紧机构的上端面200~1000mm。The upper end surface of each guide slideway is 200-1000 mm higher than the upper end surface of the clamping mechanism for fixing the track beam.

每一导向滑道的上端面高出固定轨道梁的夹紧机构的上端面600mm。The upper end surface of each guide slideway is 600mm higher than the upper end surface of the clamping mechanism for fixing the track beam.

Claims (3)

1. a light rail rail beam lifting apparatus comprises the jack that places on each shearing resistance tenon, it is characterized in that device also comprises fixed frame, guide frame, pull bar; Each is equipped with fixed frame relatively on the front and back sides of the adjacent trapped orbit beam in lifting rail beam two ends; The upper and lower end of each framework that is relatively fixed is fixed on the trapped orbit beam by pull bar respectively, constitutes the clamp mechanism of trapped orbit beam; Be fixed with relative guide frame on the homonymy of each relative fixed framework, the upper end of each relative guide frame connects and composes guide slide by pull bar, and the two ends of lifting rail beam are positioned at relative guide slide respectively versatilely.
2. light rail rail beam lifting apparatus according to claim 1 is characterized in that: the upper surface of each guide slide exceeds the upper surface 200~1000mm of the clamp mechanism of trapped orbit beam.
3. light rail rail beam lifting apparatus according to claim 2 is characterized in that: the upper surface of each guide slide exceeds the upper surface 600mm of the clamp mechanism of trapped orbit beam.
CN 200620111104 2006-08-11 2006-08-11 Light railway girder lifting device Expired - Fee Related CN2934344Y (en)

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Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111926640A (en) * 2020-08-14 2020-11-13 北京中建空列集团有限公司 Movable suspension type air train track maintenance system
CN112921718A (en) * 2021-01-28 2021-06-08 柳州煜乾机械装备股份公司 Continuous jacking and mounting device for light rail track beam and using method thereof
CN113668413A (en) * 2021-09-23 2021-11-19 重庆单轨交通工程有限责任公司 Anchor rod replacement method for straddle type monorail tension bearing
CN113684771A (en) * 2021-09-23 2021-11-23 重庆单轨交通工程有限责任公司 Method for replacing hinge shaft of straddle type monorail tension support
CN116163168A (en) * 2023-03-09 2023-05-26 重庆单轨交通工程有限责任公司 Straddle type single track girder body lifting anti-overturning device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111926640A (en) * 2020-08-14 2020-11-13 北京中建空列集团有限公司 Movable suspension type air train track maintenance system
CN112921718A (en) * 2021-01-28 2021-06-08 柳州煜乾机械装备股份公司 Continuous jacking and mounting device for light rail track beam and using method thereof
CN113668413A (en) * 2021-09-23 2021-11-19 重庆单轨交通工程有限责任公司 Anchor rod replacement method for straddle type monorail tension bearing
CN113684771A (en) * 2021-09-23 2021-11-23 重庆单轨交通工程有限责任公司 Method for replacing hinge shaft of straddle type monorail tension support
CN116163168A (en) * 2023-03-09 2023-05-26 重庆单轨交通工程有限责任公司 Straddle type single track girder body lifting anti-overturning device

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Granted publication date: 20070815

Termination date: 20100811