CN209958161U - Track beam linear adjustment equipment - Google Patents

Track beam linear adjustment equipment Download PDF

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Publication number
CN209958161U
CN209958161U CN201920258139.4U CN201920258139U CN209958161U CN 209958161 U CN209958161 U CN 209958161U CN 201920258139 U CN201920258139 U CN 201920258139U CN 209958161 U CN209958161 U CN 209958161U
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hoop
plate
jack
fixed
track beam
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王竺
周帅
曾昭武
张胥
卢卫平
朱廷志
李泽
邱志成
庞鸿凯
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Liuzhou Yu Yu Machinery Equipment Co Ltd
CCFEB Civil Engineering Co Ltd
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Liuzhou Yu Yu Machinery Equipment Co Ltd
CCFEB Civil Engineering Co Ltd
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Description

轨道梁线形调节设备Track beam linear adjustment equipment

技术领域technical field

本实用新型轨道交通施工技术领域,具体而言,涉及一种轨道梁线形调节设备。The utility model in the technical field of rail transit construction, in particular, relates to a rail beam linear adjustment device.

背景技术Background technique

在跨座式轨道交通系统中,轨道梁既是承重结构,又是行走轨道,这要求轨道梁安装具备较高的精度。轨道梁作为一种钢筋混凝土结构,其本身自重较大,且为满足承重及行车要求,跨座式轨道梁高宽比较大,吊装时对吊装设备要求较高,同时还要具备较严苛的安装精度,这使得轨道梁在吊装时无法一步到位。在进行轨道梁安装时,需要先用大型吊装设备将轨道梁吊运至支座上方,然后缓慢下落轨道梁至临时支座,同时对轨道梁采取临时固定措施以防倾覆,在完成临时固定后将轨道梁线形调整到位。In the straddle-type rail transit system, the track beam is not only a load-bearing structure, but also a walking track, which requires high precision in the installation of the track beam. As a reinforced concrete structure, the track beam itself has a large self-weight, and in order to meet the load-bearing and driving requirements, the height and width of the straddle-type track beam are relatively large, which requires higher hoisting equipment during hoisting, and also has stricter installation accuracy. , which makes the rail beam unable to be hoisted in one step. When installing the track beam, it is necessary to use a large hoisting equipment to lift the track beam to the top of the support, then slowly drop the track beam to the temporary support, and take temporary fixing measures for the track beam to prevent overturning. Align the track beam alignment in place.

而由于存在后浇带及横系梁施工,轨道梁在安装完成后临时固定装置无法立刻拆除,需要占用较长时间,如何提供一种高效的、设备周转使用效率高的跨座式轨道梁线形调节设备是相关技术人员亟待解决的一个技术难题。However, due to the construction of post-casting belts and transverse tie beams, the temporary fixing device of the track beam cannot be removed immediately after the installation is completed, and it takes a long time. How to provide an efficient straddle-type track beam with high equipment turnover efficiency Adjusting equipment is a technical problem to be solved urgently by relevant technicians.

实用新型内容Utility model content

本实用新型的目的在于提供一种轨道梁线形调节设备,以缓解现有技术中对跨座式轨道梁进行线形调节的设备周转效率低的技术问题。The purpose of the present utility model is to provide a device for adjusting the linear shape of a rail beam, so as to alleviate the technical problem of low turnover efficiency of the equipment for linear adjustment of the straddle type rail beam in the prior art.

本实用新型提供一种轨道梁线形调节设备,包括基座、线形调节装置、临时支撑装置、固定支撑装置以及能够套接固定在轨道梁上的环箍;The utility model provides a track beam linear adjustment device, comprising a base, a linear adjustment device, a temporary support device, a fixed support device and a hoop that can be sleeved and fixed on the track beam;

所述线形调节装置连接所述基座和所述环箍,并能够完成所述环箍内的所述轨道梁在横向、纵向和竖向的移动,所述临时支撑装置可拆卸的连接所述基座和所述环箍,并能够保证所述环箍内的所述轨道梁在移动时不会发生倾覆,所述固定支撑装置可拆卸的连接所述基座和所述环箍,以保证所述环箍内的所述轨道梁与所述基座的相对固定。The linear adjustment device connects the base and the hoop, and can complete the horizontal, vertical and vertical movement of the rail beam in the hoop, and the temporary support device is detachably connected to the The base and the hoop can ensure that the track beam in the hoop will not overturn when moving, and the fixed support device can be detachably connected to the base and the hoop to ensure The track beam in the hoop is relatively fixed with the base.

进一步的,所述线形调节装置包括纵向千斤顶、横向千斤顶、竖向千斤顶以及由下至上相互堆叠设置的第一底板、第二底板和第三底板;Further, the linear adjusting device includes a longitudinal jack, a lateral jack, a vertical jack, and a first bottom plate, a second bottom plate and a third bottom plate which are stacked on each other from bottom to top;

所述第一底板固定在所述基座上,所述纵向千斤顶的端部和缸体分别与所述第一底板和所述第二底板连接,所述横向千斤顶的缸体和端部分别与所述第二底板和所述第三底板连接;所述竖向千斤顶缸体与所述第三底板连接,端部支撑所述环箍。The first bottom plate is fixed on the base, the end portion and the cylinder body of the longitudinal jack are respectively connected with the first bottom plate and the second bottom plate, and the cylinder body and the end portion of the lateral jack are respectively connected with the first bottom plate and the second bottom plate. The second bottom plate is connected with the third bottom plate; the vertical jack cylinder is connected with the third bottom plate, and the end portion supports the hoop.

进一步的,所述横向千斤顶有一个,所述纵向千斤顶和所述竖向千斤顶均设有两个;Further, there is one horizontal jack, and two vertical jacks and two vertical jacks;

所述第一底板在所述第二底板的两侧分别固定有两个相对设置的用于固定所述纵向千斤顶端部的第一安装座,所述第二底板中间设有用于固定所述横向千斤顶缸体的第二安装座,所述第三底板中间设有能够套设所述第二安装座的工作孔,所述第三底板在所述工作孔两侧设有用于放置所述竖向千斤顶缸体的U型限位槽。The first base plate is respectively fixed with two oppositely arranged first mounting seats on both sides of the second base plate for fixing the top part of the longitudinal jack, and a middle of the second base plate is provided for fixing the horizontal The second mounting seat of the jack cylinder, the middle of the third bottom plate is provided with a working hole that can be sleeved with the second mounting seat, and the third bottom plate is provided on both sides of the working hole for placing the vertical The U-shaped limit groove of the jack cylinder.

进一步的,所述临时支撑装置包括连接杆、滑板和长度可调的临时斜撑杆;Further, the temporary support device includes a connecting rod, a sliding plate and a temporary diagonal strut with adjustable length;

所述临时斜撑杆两端分别与所述环箍和所述滑板枢接,所述滑板滑动设置在所述基座上,所述滑板的滑动方向为横向,所述连接杆两端分别与所述滑板和所述第三底板固定连接。Both ends of the temporary diagonal strut are pivotally connected to the hoop and the sliding plate, the sliding plate is slidably arranged on the base, the sliding direction of the sliding plate is horizontal, and the two ends of the connecting rod are respectively connected to the sliding plate. The sliding plate and the third bottom plate are fixedly connected.

进一步的,所述临时斜撑杆包括底部球头叉耳、导向杆、锁紧螺母、支撑套管、支撑千斤顶以及顶部球头叉耳;Further, the temporary diagonal strut includes a bottom ball fork lug, a guide rod, a lock nut, a support sleeve, a support jack and a top ball fork lug;

所述底部球头叉耳连接在所述滑板上,所述底部球头叉耳顶部、所述支撑千斤顶、所述导向杆和所述顶部球头叉耳依次连接,所述顶部球头叉耳与所述环箍的侧边连接,所述支撑套管套在所述导向杆和所述支撑千斤顶上,所述锁紧螺母固定所述支撑千斤顶和所述支撑套管。The bottom ball fork lug is connected to the slide plate, the top of the bottom ball fork lug, the support jack, the guide rod and the top ball fork lug are connected in sequence, and the top ball fork lug is connected in sequence. Connected with the side of the hoop, the support sleeve is sleeved on the guide rod and the support jack, and the lock nut fixes the support jack and the support sleeve.

进一步的,所述基座上固定有两组相对设置的固定板,两组所述固定板之间形成滑槽,所述滑板滑动设置在所述滑槽内。Further, two sets of oppositely arranged fixing plates are fixed on the base, a chute is formed between the two sets of the fixing boards, and the slide plate is slidably arranged in the chute.

进一步的,所述固定支撑装置包括对拉杆、两个底座和两个固定斜撑杆;两个所述底座固定在所述基座上并设置在所述滑板的两侧;两个所述固定斜撑杆的一端分别与两个所述底座枢接,另一端与所述环箍枢接;所述对拉杆两端分别连接两个所述固定斜撑杆。Further, the fixed support device includes a pair of tie rods, two bases and two fixed diagonal struts; two of the bases are fixed on the base and are arranged on both sides of the slide plate; two of the fixed One end of the diagonal strut is pivotally connected with the two bases, and the other end is pivoted with the hoop; the two ends of the pair of tie rods are respectively connected with the two fixed diagonal struts.

进一步的,所述临时支撑装置和所述固定支撑装置均有两组,两组所述临时支撑装置对称设置在所述环箍的两侧,两组所述固定支撑装置对称设置在所述环箍的两侧。Further, there are two sets of the temporary support device and the fixed support device, two sets of the temporary support devices are symmetrically arranged on both sides of the hoop, and two sets of the fixed support devices are symmetrically arranged on the ring. both sides of the hoop.

进一步的,所述环箍包括顶板、底部连接板和两个侧板;Further, the hoop includes a top plate, a bottom connecting plate and two side plates;

两个所述侧板的上端分别与所述顶板两端枢接,下端分别与所述底部连接板连接,所述侧板的外侧设有用于与所述临时斜撑杆和所述固定斜撑杆枢接的耳板。The upper ends of the two side plates are pivotally connected to both ends of the top plate, and the lower ends are respectively connected to the bottom connecting plate. Lever pivoted lugs.

进一步的,所述底部连接板上表面的两端固定有挡板,两个所述挡板之间的距离等于两个所述侧板和所述轨道梁的厚度之和。Further, baffles are fixed on both ends of the upper surface of the bottom connecting plate, and the distance between the two baffles is equal to the sum of the thicknesses of the two side plates and the track beam.

相对于现有技术,本实用新型提供的轨道梁线形调节设备的有益效果如下:Compared with the prior art, the beneficial effects of the track beam linear adjustment device provided by the present utility model are as follows:

本实用新型提供的轨道梁线形调节设备中,线形调节装置设置在基座上,轨道梁通过环箍放置在线形调节装置上,线形调节装置能够完成轨道梁相对基座的横向、纵向和竖向的移动;临时支撑装置分别连接基座和环箍,保证轨道梁在进行线形调节时不会在风荷载或偏斜状态下发生倾覆;在完成对轨道梁的线形调节后,将固定支撑装置分别连接基座和环箍,代替临时支撑装置来完成对环箍内轨道梁的稳定支撑保证在后浇带施工过程中轨道梁保持不动。在安装完固定支撑装置后,临时支撑装置可以拆下周转使用,提高了临时支撑装置的周转使用效率,减少设备资金占用量。In the track beam linear adjustment device provided by the utility model, the linear adjustment device is arranged on the base, the track beam is placed on the linear adjustment device through the hoop, and the linear adjustment device can complete the horizontal, longitudinal and vertical directions of the track beam relative to the base. The temporary support device is connected to the base and the hoop respectively to ensure that the track beam will not overturn under wind load or deflection during the linear adjustment; after the linear adjustment of the track beam is completed, the fixed support device The base and the hoop are connected to replace the temporary support device to complete the stable support of the track beam in the hoop to ensure that the track beam remains stationary during the construction of the post-cast belt. After the fixed support device is installed, the temporary support device can be dismantled and used for turnover, which improves the turnover use efficiency of the temporary support device and reduces equipment capital occupancy.

附图说明Description of drawings

为了更清楚地说明本实用新型具体实施方式或现有技术中的技术方案,下面将对具体实施方式或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图是本实用新型的一些实施方式,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the specific embodiments of the present invention or the technical solutions in the prior art, the following will briefly introduce the accompanying drawings that need to be used in the description of the specific embodiments or the prior art. Obviously, the following descriptions The accompanying drawings are some embodiments of the present invention. For those of ordinary skill in the art, other drawings can also be obtained based on these drawings without creative efforts.

图1为本实用新型实施例提供的轨道梁线形调节设备的结构示意图;1 is a schematic structural diagram of a track beam linear adjustment device provided by an embodiment of the present utility model;

图2为本实用新型实施例提供的轨道梁线形调节设备的中线形调节装置的结构示意图;2 is a schematic structural diagram of a centerline shape adjustment device of a track beam line shape adjustment device provided by an embodiment of the present utility model;

图3为本实用新型实施例提供的轨道梁线形调节设备中临时支撑装置的结构示意图;3 is a schematic structural diagram of a temporary support device in a track beam linear adjustment device provided by an embodiment of the present utility model;

图4为本实用新型实施例提供的轨道梁线形调节设备中固定支撑装置的结构示意图;4 is a schematic structural diagram of a fixed support device in a track beam linear adjustment device provided by an embodiment of the present invention;

图5为本实用新型实施例提供的轨道梁线形调节设备中环箍的结构示意图。FIG. 5 is a schematic structural diagram of a hoop in a linear adjustment device for a track beam provided by an embodiment of the present invention.

图标:1-基座;2-线形调节装置;3-环箍;4-临时支撑装置;5-固定支撑装置;21-第一底板;22-第二底板;23-第三底板;24-纵向千斤顶;25-横向千斤顶;26-竖向千斤顶;27-第一安装座;28-第二安装座;29-U型限位槽;31-顶板;32-侧板;33-底部连接板;34-耳板;35-挡板;41-临时斜撑杆;42-连接杆;43-滑板;44-固定板;51-对拉杆;52-底座;53-固定斜撑杆;411-底部球头叉耳;412-导向杆;413-支撑套管;414-支撑千斤顶;415-顶部球头叉耳;416-锁紧螺母。Icons: 1-base; 2-linear adjustment device; 3-hoop; 4-temporary support device; 5-fixed support device; 21-first base plate; 22-second base plate; 23-third base plate; 24- Longitudinal jack; 25-horizontal jack; 26-vertical jack; 27-first mounting seat; 28-second mounting seat; 29-U-shaped limit groove; 31-top plate; 32-side plate; 33-bottom connecting plate ; 34- ear plate; 35- baffle; 41- temporary diagonal strut; 42- connecting rod; 43- slide plate; 44- fixed plate; 51- pair of tie rods; 52- base; 53- fixed diagonal strut; 411- Bottom ball fork lug; 412 - guide rod; 413 - support sleeve; 414 - support jack; 415 - top ball fork lug; 416 - lock nut.

具体实施方式Detailed ways

下面将结合附图对本实用新型的技术方案进行清楚、完整地描述,显然,所描述的实施例是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are a part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work fall within the protection scope of the present invention.

在本实用新型的描述中,需要说明的是,术语“中心”、“上”、“下”、“左”、“右”、“竖直”、“水平”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本实用新型和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本实用新型的限制。此外,术语“第一”、“第二”、“第三”仅用于描述目的,而不能理解为指示或暗示相对重要性。In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner" and "outer" The orientation or positional relationship indicated by etc. is based on the orientation or positional relationship shown in the accompanying drawings, which is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the referred device or element must have a specific orientation, with a specific orientation. Therefore, it should not be construed as a limitation on the present invention. Furthermore, the terms "first", "second", and "third" are used for descriptive purposes only and should not be construed to indicate or imply relative importance.

在本实用新型的描述中,需要说明的是,除非另有明确的规定和限定,术语“安装”、“相连”、“连接”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通。对于本领域的普通技术人员而言,可以具体情况理解上述术语在本实用新型中的具体含义。In the description of the present invention, it should be noted that, unless otherwise expressly specified and limited, the terms "installed", "connected" and "connected" should be understood in a broad sense, for example, it may be a fixed connection or a connectable connection. Detachable connection, or integral connection; may be mechanical connection or electrical connection; may be direct connection, or indirect connection through an intermediate medium, or internal communication between two components. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood in specific situations.

如图1-图5所示,本实施例提供一种轨道梁线形调节设备,包括基座1、线形调节装置2、临时支撑装置4、固定支撑装置5以及能够套接固定在轨道梁上的环箍3;线形调节装置2连接基座1和环箍3,并能够完成环箍3内的轨道梁在横向、纵向和竖向的移动,临时支撑装置4可拆卸的连接基座1和环箍3,并能够保证环箍3内的轨道梁在移动时不会发生倾覆,所述固定支撑装置5可拆卸的连接所述基座1和所述环箍3,以保证所述环箍3内的所述轨道梁与所述基座1的相对固定。As shown in Figures 1-5, this embodiment provides a track beam linear adjustment device, including a base 1, a linear adjustment device 2, a temporary support device 4, a fixed support device 5, and a device that can be sleeved and fixed on the track beam The hoop 3; the linear adjustment device 2 connects the base 1 and the hoop 3, and can complete the horizontal, longitudinal and vertical movement of the rail beam in the hoop 3, and the temporary support device 4 is detachable to connect the base 1 and the hoop The hoop 3 can be ensured that the rail beam in the hoop 3 will not overturn when moving. The fixed support device 5 can be detachably connected to the base 1 and the hoop 3 to ensure that the hoop 3 The inner rail beam and the base 1 are relatively fixed.

本实施例提供的轨道梁线形调节设备中,线形调节装置2设置在基座1上,轨道梁通过环箍3放置在线形调节装置2上,线形调节装置2能够完成轨道梁相对基座1的横向、纵向和竖向的移动;临时支撑装置4分别连接基座1和环箍3,保证轨道梁在进行线形调节时不会在风荷载或偏斜状态下发生倾覆;在完成对轨道梁的线形调节后,将固定支撑装置5分别连接基座1和环箍3,代替临时支撑装置4来完成对环箍3内轨道梁的稳定支撑,保证在后浇带施工过程中轨道梁保持不动。在安装完固定支撑装置5后,临时支撑装置4可以拆下周转使用,提高了临时支撑装置4的周转使用效率,减少设备资金占用量。In the track beam linear adjustment device provided in this embodiment, the linear adjustment device 2 is arranged on the base 1 , the track beam is placed on the linear adjustment device 2 through the hoop 3 , and the linear adjustment device 2 can complete the adjustment of the track beam relative to the base 1 . Horizontal, vertical and vertical movements; the temporary support device 4 connects the base 1 and the hoop 3 respectively to ensure that the track beam will not overturn under wind load or deflection during linear adjustment; After the linear adjustment, the fixed support device 5 is connected to the base 1 and the hoop 3 respectively, instead of the temporary support device 4 to complete the stable support of the rail beam in the hoop 3, ensuring that the rail beam remains stationary during the construction of the post-cast belt. . After the fixed support device 5 is installed, the temporary support device 4 can be dismantled and used for turnover, which improves the turnover use efficiency of the temporary support device 4 and reduces the amount of equipment capital occupied.

值得注意的,本实施例中的基座1为上表面为平面的工字钢,环箍3类似于套筒结构,在环箍3与轨道梁套接固定后,环箍3的内侧面与轨道梁的顶面、侧面和底面均相互贴合接触,保证了两者相对固定设置,线形调节装置2对环箍3的调节即为对轨道梁的调节;此外,本实施例中提到的横向为轨道梁的宽度方向,纵向为轨道梁的长度方向,竖向为轨道梁的高度方向;最后,本实施例优选选择至少两组轨道梁线形调节设备共同完成对一片轨道梁的支撑和线形调节。It is worth noting that the base 1 in this embodiment is an I-beam with a flat upper surface, and the hoop 3 is similar to a sleeve structure. The top surface, side surface and bottom surface of the track beam are in contact with each other, which ensures that the two are relatively fixedly arranged, and the adjustment of the hoop 3 by the linear adjustment device 2 is the adjustment of the track beam; The transverse direction is the width direction of the track beam, the longitudinal direction is the length direction of the track beam, and the vertical direction is the height direction of the track beam; finally, in this embodiment, at least two sets of track beam linear adjustment devices are preferably selected to jointly complete the support and alignment of a track beam. adjust.

具体的,本实施例还对轨道梁线形调节设备的具体结构做以下详细介绍。Specifically, in this embodiment, the specific structure of the track beam linear adjustment device is also introduced in detail below.

首先,如图2和图4所示,本实施例中,线形调节装置2包括纵向千斤顶24、横向千斤顶25、竖向千斤顶26以及由下至上相互堆叠设置的第一底板21、第二底板22和第三底板23;第一底板21固定在基座1上,纵向千斤顶24的端部和缸体分别与第一底板21和第二底板22连接,横向千斤顶25的缸体和端部分别与第二底板22和第三底板23连接;竖向千斤顶26缸体与第三底板23连接,端部支撑环箍3。First, as shown in FIGS. 2 and 4 , in this embodiment, the linear adjusting device 2 includes a vertical jack 24 , a horizontal jack 25 , a vertical jack 26 , and a first bottom plate 21 and a second bottom plate 22 that are stacked on top of each other from bottom to top. and the third bottom plate 23; the first bottom plate 21 is fixed on the base 1, the ends and cylinders of the longitudinal jacks 24 are respectively connected with the first bottom plate 21 and the second bottom plate 22, and the cylinders and the ends of the lateral jacks 25 are respectively connected with the first bottom plate 21 and the second bottom plate 22. The second bottom plate 22 is connected with the third bottom plate 23 ; the cylinder of the vertical jack 26 is connected with the third bottom plate 23 , and the end supports the hoop 3 .

即纵向千斤顶24工作,完成第二底板22在第一底板21上沿轨道梁长度方向的滑动;横向千斤顶25工作,完成第三底板23在第二底板22上沿轨道梁宽度方向的滑动;竖向千斤顶26工作直接作用至环箍3,完成对轨道梁高度的调节。That is, the longitudinal jack 24 works to complete the sliding of the second base plate 22 along the length direction of the track beam on the first base plate 21; the lateral jack 25 works to complete the sliding of the third base plate 23 along the width direction of the track beam on the second base plate 22; The work to the jack 26 directly acts on the hoop 3 to complete the adjustment of the height of the track beam.

优选的,如图4所示,本实施例中设置横向千斤顶25有一个,纵向千斤顶24和竖向千斤顶26均设有两个;第一底板21在第二底板22的两侧分别固定有两个相对设置的用于固定纵向千斤顶24端部的第一安装座27,第二底板22中间设有用于固定横向千斤顶25缸体的第二安装座28,所述第三底板23中间设有能够套设所述第二安装座28的工作孔,第三底板23在工作孔两侧设有用于放置竖向千斤顶26缸体的U型限位槽29。Preferably, as shown in FIG. 4 , in this embodiment, there is one horizontal jack 25 , two vertical jacks 24 and two vertical jacks 26 ; There are two oppositely arranged first mounts 27 for fixing the ends of the longitudinal jacks 24 , a second mount 28 for fixing the cylinder of the transverse jack 25 is arranged in the middle of the second bottom plate 22 , and a second mount 28 is arranged in the middle of the third bottom plate 23 for The working hole of the second mounting seat 28 is sleeved, and the third bottom plate 23 is provided with U-shaped limiting grooves 29 on both sides of the working hole for placing the cylinder of the vertical jack 26 .

具体的,本实施例设置纵向千斤顶24和横向千斤顶25的缸体两侧均设有可伸缩活塞杆,其中,两纵向千斤顶24对称设置在第二底板22的两侧,且每个纵向千斤顶24的两个活塞杆的端部分别固定在两个相对设置的第一安装部上,其缸体则固定在第二底板22侧边上;横向千斤顶25并列设置在第三底板23的工作孔内,且横向千斤顶25的缸体固定在第二底板22上的第二安装座28上,两个活塞杆的端部分别固定在第三底板23中围成工作孔的侧边上。U型限位槽29对称设置在工作孔的两侧,此时,设置竖向千斤只在缸体一侧设有可伸缩活塞杆,缸体卡设在U型限位槽29内,活塞杆的端部竖直朝上设置。Specifically, in this embodiment, retractable piston rods are provided on both sides of the cylinder body of the longitudinal jack 24 and the transverse jack 25, wherein the two longitudinal jacks 24 are symmetrically arranged on both sides of the second bottom plate 22, and each longitudinal jack 24 The ends of the two piston rods are respectively fixed on two oppositely arranged first mounting parts, and the cylinder is fixed on the side of the second bottom plate 22; the lateral jacks 25 are arranged side by side in the working hole of the third bottom plate 23 , and the cylinder body of the transverse jack 25 is fixed on the second mounting seat 28 on the second base plate 22 , and the ends of the two piston rods are respectively fixed on the sides of the third base plate 23 that form the working hole. The U-shaped limit grooves 29 are symmetrically arranged on both sides of the working hole. At this time, the vertical jack is only provided with a retractable piston rod on one side of the cylinder body, and the cylinder body is clamped in the U-shaped limit groove 29. The end is set vertically upwards.

值得注意的,本实施例中,可以通过设置位于第二底板22两侧的第一安装座27与第二底板22抵接,来完成对第二底板22在轨道梁宽度方向的限位,保证横向千斤顶25工作时,第二底板22保持不动,第三底板23在轨道梁宽度方向移动。或者,本实施例也可以在第二底板22的两侧专设有限制其移动的限位块,限位块通过螺栓固定在第一底板21上。It should be noted that, in this embodiment, the first mounting seats 27 located on both sides of the second bottom plate 22 can be arranged to abut against the second bottom plate 22 to complete the position limit of the second bottom plate 22 in the width direction of the rail beam, ensuring that the When the lateral jack 25 is working, the second bottom plate 22 remains stationary, and the third bottom plate 23 moves in the width direction of the rail beam. Alternatively, in this embodiment, limit blocks for restricting the movement of the second base plate 22 may be specially provided on both sides of the second base plate 22 , and the limit blocks are fixed on the first base plate 21 by bolts.

如图2所示,本实施例设置临时支撑装置4包括连接杆42、滑板43和长度可调的临时斜撑杆41;临时斜撑杆41两端分别与环箍3和滑板43枢接,滑板43滑动设置在基座1上,滑板43的滑动方向为横向,连接杆42两端分别与滑板43和第三底板23固定连接。As shown in FIG. 2 , the temporary support device 4 provided in this embodiment includes a connecting rod 42, a sliding plate 43 and a temporary diagonal strut 41 with adjustable length; The sliding plate 43 is slidably arranged on the base 1 , the sliding direction of the sliding plate 43 is horizontal, and the two ends of the connecting rod 42 are respectively fixedly connected with the sliding plate 43 and the third bottom plate 23 .

具体的,这里的横向同样指的是轨道梁的宽度方向,临时斜撑杆41分别与环箍3和滑板43连接后,调整临时斜撑杆41的长度,直至轨道梁的上表面为水平面,随后,保持临时斜撑杆41的长度不再改变,其完成对轨道梁的支撑和防倾覆作用。在通过设置连接杆42分别与滑板43和第三底板23固定连接,此时,连接杆42的长度不变,第三底板23与滑板43在轨道梁宽度方向相对固定设置,当横向千斤顶25对轨道梁进行横向调节时,第三底板23移动并使滑板43和滑板43上的临时斜撑杆41随动,临时斜撑杆41时刻保证对轨道梁的支撑和防倾覆作用。Specifically, the transverse direction here also refers to the width direction of the track beam. After the temporary diagonal struts 41 are respectively connected with the hoop 3 and the slide plate 43, the length of the temporary diagonal struts 41 is adjusted until the upper surface of the track beam is a horizontal plane. Subsequently, the length of the temporary diagonal strut 41 is kept unchanged, which completes the supporting and overturning functions of the track beam. By setting the connecting rods 42 to be fixedly connected to the sliding plate 43 and the third bottom plate 23 respectively, at this time, the length of the connecting rod 42 is unchanged, and the third bottom plate 23 and the sliding plate 43 are relatively fixed in the width direction of the track beam. When the rail beam is laterally adjusted, the third bottom plate 23 moves and makes the sliding plate 43 and the temporary diagonal brace 41 on the sliding plate 43 follow, and the temporary diagonal brace 41 guarantees the support and anti-overturning effect on the rail beam at all times.

优选的,如图2所示,本实施例设置临时斜撑杆41包括底部球头叉耳411、导向杆412、锁紧螺母416、支撑套管413、支撑千斤顶414以及顶部球头叉耳415;底部球头叉耳411连接在滑板43上,底部球头叉耳411顶部、支撑千斤顶414、导向杆412和顶部球头叉耳415依次连接,顶部球头叉耳415与环箍3的侧边连接,支撑套管413套在导向杆412和支撑千斤顶414上,锁紧螺母416固定支撑千斤顶414和支撑套管413。Preferably, as shown in FIG. 2 , in this embodiment, the temporary diagonal strut 41 includes a bottom ball fork lug 411 , a guide rod 412 , a locking nut 416 , a support sleeve 413 , a support jack 414 and a top ball fork lug 415 The bottom ball fork lug 411 is connected to the slide plate 43, the top of the bottom ball fork lug 411, the support jack 414, the guide rod 412 and the top ball fork lug 415 are connected in turn, and the top ball fork lug 415 is connected with the side of the hoop 3 The sides are connected, the support sleeve 413 is sleeved on the guide rod 412 and the support jack 414 , and the lock nut 416 fixes the support jack 414 and the support sleeve 413 .

具体的,支撑千斤顶414的活塞杆端部与导向杆412一端固定连接,支撑千斤顶414驱动活塞杆伸缩完成临时斜撑杆41整个长度的调节。其中,支撑套管413套设在支撑千斤顶414和导向杆412上,且导向杆412与支撑套管413滑动连接,支撑套管413能够防止活塞杆受到较大径向力而影响支撑千斤顶414的工作,同时,支撑套管413也起到加强临时斜撑杆41整体强度的作用。Specifically, the end of the piston rod of the support jack 414 is fixedly connected to one end of the guide rod 412 , and the support jack 414 drives the piston rod to extend and retract to complete the adjustment of the entire length of the temporary diagonal strut 41 . The support sleeve 413 is sleeved on the support jack 414 and the guide rod 412, and the guide rod 412 is slidably connected with the support sleeve 413. The support sleeve 413 can prevent the piston rod from being subjected to a large radial force and affect the support jack 414. At the same time, the support sleeve 413 also plays the role of strengthening the overall strength of the temporary diagonal strut 41 .

进一步的,如图2所示,基座1上固定有两组相对设置的固定板44,两组固定板44之间形成滑槽,滑板43滑动设置在滑槽内。Further, as shown in FIG. 2 , two sets of oppositely arranged fixing plates 44 are fixed on the base 1 , a chute is formed between the two sets of fixing plates 44 , and the sliding plate 43 is slidably arranged in the chute.

具体的,固定板44通过螺栓固定在第一底板21上,在完成轨道梁的线形调节并安装固定支撑装置5后,固定板44可以和临时斜撑装置一起拆卸并应用到下一组轨道梁线形调节设备中。Specifically, the fixing plate 44 is fixed on the first base plate 21 by bolts. After the linear adjustment of the track beam is completed and the fixing support device 5 is installed, the fixing plate 44 can be disassembled together with the temporary diagonal support device and applied to the next set of track beams in the linear adjustment device.

本实施例中,如图3所示,固定支撑装置5包括对拉杆51、两个底座52和两个固定斜撑杆53;两个底座52固定在基座1上并设置在滑板43的两侧;两个固定斜撑杆53的一端分别与两个底座52枢接,另一端与环箍3枢接,对拉杆51两端分别连接两个固定斜撑杆53。In this embodiment, as shown in FIG. 3 , the fixed support device 5 includes a pair of tie rods 51 , two bases 52 and two fixed diagonal struts 53 ; One end of the two fixed diagonal struts 53 is pivotally connected to the two bases 52 respectively, the other end is pivotally connected to the hoop 3, and the two ends of the pull rod 51 are respectively connected to the two fixed diagonal braces 53.

具体的,两个固定斜撑杆53设置在环箍3的同一侧并呈夹角设置,两者共同完成对轨道梁的支撑,通过对拉杆51分别连接两个固定斜撑杆53,保证了固定斜撑杆53的强度,防止固定斜撑杆53发生径向弯折。Specifically, the two fixed diagonal struts 53 are arranged on the same side of the hoop 3 and at an included angle, and the two together complete the support for the track beam. The strength of the fixed diagonal strut 53 is prevented to prevent radial bending of the fixed diagonal strut 53 .

优选的,本实施例在固定斜撑杆53的同一位置设有通孔,对拉杆51穿过一对固定斜撑杆53上的通孔,两端通过螺母固定。Preferably, in this embodiment, a through hole is provided at the same position of the fixed diagonal strut 53 , the pair of tie rods 51 pass through the through holes on the pair of fixed diagonal struts 53 , and both ends are fixed by nuts.

值得注意的,竖向千斤顶26、横向千斤顶25、纵向千斤顶24和支撑千斤顶414均为液压千斤顶,同时,固定斜撑杆53的长度调节方式为机械方式,可以手动调节,结构比临时支撑装置4结构更简单,用其替换临时支撑装置4,提高了临时支撑装置4的周转使用效率,减少设备资金占用量。It is worth noting that the vertical jack 26, the horizontal jack 25, the vertical jack 24 and the support jack 414 are all hydraulic jacks. At the same time, the length adjustment method of the fixed diagonal strut 53 is a mechanical method, which can be adjusted manually. The structure is simpler, and the temporary support device 4 is replaced with the temporary support device 4, which improves the turnover use efficiency of the temporary support device 4 and reduces the amount of equipment capital occupied.

优选的,本实施例中,临时支撑装置4和固定支撑装置5均有两组,两组临时支撑装置4对称设置在环箍3的两侧,两组固定支撑装置5对称设置在环箍3的两侧。Preferably, in this embodiment, there are two sets of temporary support devices 4 and fixed support devices 5 , two sets of temporary support devices 4 are symmetrically arranged on both sides of the hoop 3 , and two sets of fixed support devices 5 are symmetrically arranged on the hoop 3 on both sides.

最后,如图5所示,本实施例设置环箍3包括顶板31、底部连接板33和两个侧板32;两个侧板32的上端分别与顶板31两端枢接,下端分别与底部连接板33连接,侧板32的外侧设有用于与临时斜撑杆41和固定斜撑杆53枢接的耳板34。Finally, as shown in FIG. 5 , the hoop 3 in this embodiment includes a top plate 31 , a bottom connecting plate 33 and two side plates 32 ; the upper ends of the two side plates 32 are pivotally connected to both ends of the top plate 31 , and the lower ends are respectively connected to the bottom The connecting plate 33 is connected, and the outer side of the side plate 32 is provided with an ear plate 34 for pivoting with the temporary diagonal brace 41 and the fixed diagonal brace 53 .

具体的,两个侧板32相互平行设置时,两个侧板32之间的距离等于轨道梁的宽度,底部连接板33的上表面两端通过螺栓固定有挡板35,两个侧板32的下端面与底部连接板33的上表面贴合接触时,侧板32的外侧面能够与挡板35抵接,此时环箍3形成闭合的环形孔,轨道梁固定在环形孔内时,侧板32卡设在挡板35和轨道梁之间,保证了环箍3结构的固定。当轨道梁安装完毕需要拆卸环箍3时,只需将挡板35从底部连接板33上拆下,侧板32即可脱离底部连接板33,随后,顶板31和两个侧板32可以直接从轨道梁上脱下。Specifically, when the two side plates 32 are arranged in parallel with each other, the distance between the two side plates 32 is equal to the width of the rail beam, and baffles 35 are fixed on both ends of the upper surface of the bottom connecting plate 33 by bolts. The two side plates 32 When the lower end surface of the bottom connecting plate 33 is in contact with the upper surface of the bottom connecting plate 33, the outer surface of the side plate 32 can abut with the baffle plate 35. At this time, the hoop 3 forms a closed annular hole. When the track beam is fixed in the annular hole, The side plate 32 is clamped between the baffle plate 35 and the rail beam to ensure the fixation of the structure of the hoop 3 . When the hoop 3 needs to be disassembled after the installation of the rail beam, the baffle plate 35 only needs to be removed from the bottom connecting plate 33, and the side plate 32 can be separated from the bottom connecting plate 33. Then, the top plate 31 and the two side plates 32 can be directly Remove from track beam.

本实施例利用上述所述的轨道梁线形调节设备对轨道梁进行调节时,依次包括如下步骤:When this embodiment uses the above-mentioned rail beam linear adjustment device to adjust the rail beam, the following steps are included in sequence:

S1:在预制轨道梁指定位置套设环箍3的顶板31和两侧板32;S1: Set the top plate 31 and the side plates 32 of the hoop 3 at the designated position of the prefabricated track beam;

S2:在基座1上安装线形调节装置2,并使线形调节装置2中的竖向千斤顶26的端部与环箍3的底部连接板33连接;S2: Install the linear adjusting device 2 on the base 1, and connect the end of the vertical jack 26 in the linear adjusting device 2 with the bottom connecting plate 33 of the hoop 3;

此时,竖向千斤顶26的活塞杆的端部上端面为较大面积的水平面,底部连接板33可以直接平放在端部上端面上。At this time, the upper end surface of the end portion of the piston rod of the vertical jack 26 is a large-area horizontal surface, and the bottom connecting plate 33 can be directly placed on the upper end surface of the end portion.

S3:通过吊具将轨道梁吊装到底部连接板33上,随后固定环箍3的侧板32和底部连接板33;S3: hoist the track beam to the bottom connecting plate 33 with a sling, and then fix the side plate 32 and the bottom connecting plate 33 of the hoop 3;

此时,是通过挡板35和轨道梁夹紧侧板32来完成侧板32和底部连接板33的固定。At this time, the fixing of the side plate 32 and the bottom connecting plate 33 is completed by clamping the side plate 32 with the baffle 35 and the rail beam.

S4:安装临时支撑装置4,调整临时斜撑杆41的长度,通过连接杆42将第三底座52与滑板43进行连接;S4: Install the temporary support device 4, adjust the length of the temporary diagonal strut 41, and connect the third base 52 and the slide plate 43 through the connecting rod 42;

临时支撑装置4先完成轨道梁的位置校准,并保证轨道梁在后续移动过程中不发生偏斜。The temporary support device 4 first completes the position calibration of the track beam, and ensures that the track beam does not deflect during the subsequent movement process.

S5:通过纵向千斤顶24、横向千斤顶25、竖向千斤顶26调整轨道梁的位置,调整完成后,安装固定支撑装置5,并拆卸临时支撑装置4;S5: Adjust the position of the track beam through the vertical jack 24, the horizontal jack 25, and the vertical jack 26. After the adjustment is completed, install the fixed support device 5 and disassemble the temporary support device 4;

当该轨道梁与已安装完成的轨道梁端部对接完成,即代表调整完成。When the track beam is docked with the end of the track beam that has been installed, it means that the adjustment is completed.

S6:安装永久支座,调整后的轨道梁与已安装完成的轨道梁之间进行后浇带施工;S6: Install the permanent support, and carry out post-casting construction between the adjusted track beam and the installed track beam;

永久支座就位及锚栓孔注浆后,永久支座正好位于轨道梁的正下方,且永久支座的上端面与轨道梁下端面几近贴合接触。After the permanent support is in place and the anchor hole is grouted, the permanent support is located just below the track beam, and the upper end face of the permanent support is in close contact with the lower end face of the track beam.

S7:通过螺栓初步连接永久支座和轨道梁,拆卸固定支撑装置5,竖向千斤顶26的端部下移,拆除环箍3;S7: Preliminarily connect the permanent support and the track beam by bolts, remove the fixed support device 5, move the end of the vertical jack 26 down, and remove the hoop 3;

此时,轨道梁完全作用在永久支座上,竖向千斤顶26脱离环箍3,轨道梁线形调节设备可以全部拆卸以备使用到下一片轨道梁安装施工中。At this time, the track beam is completely acting on the permanent support, the vertical jack 26 is separated from the hoop 3, and the track beam linear adjustment equipment can be completely disassembled for use in the installation and construction of the next track beam.

S8:拧紧永久支座和轨道梁的连接螺栓。S8: Tighten the connecting bolts of the permanent support and the track beam.

本实用新型实施例提供的轨道梁线形调节方法,通过纵向千斤顶24、横向千斤顶25、竖向千斤顶26完成对轨道梁的纵向、横向和竖向调节,三种千斤顶集成一体控制,使系统同步性好,各作用点的千斤顶之间同步精度达到±1mm,再辅助压力、位移同步监测等功能,保证了轨道梁安装的施工精度。同时,在线形调节过程中,临时支撑装置4提供了轨道梁在受风荷载及倾斜状态下抗倾覆的平衡支撑力,保证了轨道梁安装施工过程中的安全。此外,通过固定支撑装置5替换临时固定装置,缩短了临时固定装置的使用周期,提高了设备系统周转使用效率,减少设备资金占用量。最后,在完成轨道梁与永久支座的固定后,固定支撑装置5可以拆卸并立即使用到下一片轨道梁安装施工中,如此循环作业施工,进一步提高了设备周转使用率。The linear adjustment method of the track beam provided by the embodiment of the present invention completes the vertical, horizontal and vertical adjustment of the track beam through the vertical jack 24, the horizontal jack 25 and the vertical jack 26, and the three kinds of jacks are integrated and controlled to make the system synchronous Well, the synchronization accuracy between the jacks at each action point reaches ±1mm, and the auxiliary pressure and displacement synchronization monitoring functions ensure the construction accuracy of the track beam installation. At the same time, during the linear adjustment process, the temporary support device 4 provides a balanced support force against overturning of the track beam under wind load and inclination state, so as to ensure the safety during the installation and construction of the track beam. In addition, by replacing the temporary fixing device with the fixing support device 5, the service cycle of the temporary fixing device is shortened, the turnover use efficiency of the equipment system is improved, and the capital occupation of the equipment is reduced. Finally, after the fixing of the track beam and the permanent support is completed, the fixed support device 5 can be disassembled and used immediately in the installation and construction of the next track beam. Such a cyclic operation and construction further improves the utilization rate of equipment turnover.

最后应说明的是:以上各实施例仅用以说明本实用新型的技术方案,而非对其限制;尽管参照前述各实施例对本实用新型进行了详细的说明,本领域的普通技术人员应当理解:其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分或者全部技术特征进行等同替换;而这些修改或者替换,并不使相应技术方案的本质脱离本实用新型各实施例技术方案的范围。Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present utility model, but not to limit them; although the present utility model has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that : it can still modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements to some or all of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the various embodiments of the present utility model Scope of technical solutions.

Claims (10)

1.一种轨道梁线形调节设备,其特征在于,包括基座、线形调节装置、临时支撑装置、固定支撑装置以及能够套接固定在轨道梁上的环箍;1. A track beam linear adjustment device, characterized in that it comprises a base, a linear adjustment device, a temporary support device, a fixed support device and a hoop that can be sleeved and fixed on the track beam; 所述线形调节装置连接所述基座和所述环箍,并能够完成所述环箍内的所述轨道梁在横向、纵向和竖向的移动,所述临时支撑装置可拆卸的连接所述基座和所述环箍,并能够保证所述环箍内的所述轨道梁在移动时不会发生倾覆,所述固定支撑装置可拆卸的连接所述基座和所述环箍,以保证所述环箍内的所述轨道梁与所述基座的相对固定。The linear adjustment device connects the base and the hoop, and can complete the horizontal, vertical and vertical movement of the rail beam in the hoop, and the temporary support device is detachably connected to the The base and the hoop can ensure that the track beam in the hoop will not overturn when moving, and the fixed support device can be detachably connected to the base and the hoop to ensure The track beam in the hoop is relatively fixed with the base. 2.根据权利要求1所述的轨道梁线形调节设备,其特征在于,所述线形调节装置包括纵向千斤顶、横向千斤顶、竖向千斤顶以及由下至上相互堆叠设置的第一底板、第二底板和第三底板;2. The rail beam linear adjustment device according to claim 1, wherein the linear adjustment device comprises a longitudinal jack, a transverse jack, a vertical jack, and a first bottom plate, a second bottom plate and the third bottom plate; 所述第一底板固定在所述基座上,所述纵向千斤顶的端部和缸体分别与所述第一底板和所述第二底板连接,所述横向千斤顶的缸体和端部分别与所述第二底板和所述第三底板连接;所述竖向千斤顶的缸体与所述第三底板连接,端部支撑所述环箍。The first bottom plate is fixed on the base, the end portion and the cylinder body of the longitudinal jack are respectively connected with the first bottom plate and the second bottom plate, and the cylinder body and the end portion of the lateral jack are respectively connected with the first bottom plate and the second bottom plate. The second bottom plate is connected with the third bottom plate; the cylinder body of the vertical jack is connected with the third bottom plate, and the end portion supports the hoop. 3.根据权利要求2所述的轨道梁线形调节设备,其特征在于,所述横向千斤顶有一个,所述纵向千斤顶和所述竖向千斤顶均设有两个;3. The rail beam linear adjustment device according to claim 2, characterized in that, there is one lateral jack, and two longitudinal jacks and two vertical jacks; 所述第一底板在所述第二底板的两侧分别固定有两个相对设置的用于固定所述纵向千斤顶端部的第一安装座,所述第二底板中间设有用于固定所述横向千斤顶缸体的第二安装座,所述第三底板中间设有能够套设所述第二安装座的工作孔,所述第三底板在所述工作孔的两侧设有用于放置所述竖向千斤顶的缸体的U型限位槽。The first base plate is respectively fixed with two oppositely arranged first mounting seats on both sides of the second base plate for fixing the top part of the longitudinal jack, and a middle of the second base plate is provided for fixing the horizontal The second mounting seat of the jack cylinder, the middle of the third bottom plate is provided with a working hole that can be sleeved with the second mounting seat, and the third bottom plate is provided on both sides of the working hole for placing the vertical To the U-shaped limit groove of the cylinder body of the jack. 4.根据权利要求2或3所述的轨道梁线形调节设备,其特征在于,所述临时支撑装置包括连接杆、滑板和长度可调的临时斜撑杆;4. The rail beam linear adjustment device according to claim 2 or 3, wherein the temporary support device comprises a connecting rod, a sliding plate and a temporary diagonal strut with adjustable length; 所述临时斜撑杆的两端分别与所述环箍和所述滑板枢接,所述滑板滑动设置在所述基座上,所述滑板的滑动方向为横向,所述连接杆的两端分别与所述滑板和所述第三底板固定连接。Both ends of the temporary diagonal strut are pivotally connected to the hoop and the sliding plate respectively, the sliding plate is slidably arranged on the base, the sliding direction of the sliding plate is horizontal, and the two ends of the connecting rod They are respectively fixedly connected with the sliding plate and the third bottom plate. 5.根据权利要求4所述的轨道梁线形调节设备,其特征在于,所述临时斜撑杆包括底部球头叉耳、导向杆、锁紧螺母、支撑套管、支撑千斤顶以及顶部球头叉耳;5. The track beam linear adjustment device according to claim 4, wherein the temporary diagonal strut comprises a bottom ball fork lug, a guide rod, a lock nut, a support sleeve, a support jack and a top ball fork Ear; 所述底部球头叉耳连接在所述滑板上,所述底部球头叉耳的顶部、所述支撑千斤顶、所述导向杆和所述顶部球头叉耳依次连接,所述顶部球头叉耳与所述环箍的侧边连接,所述支撑套管套在所述导向杆和所述支撑千斤顶上,所述锁紧螺母固定所述支撑千斤顶和所述支撑套管。The bottom ball fork lug is connected to the slide plate, the top of the bottom ball fork lug, the support jack, the guide rod and the top ball fork lug are connected in sequence, and the top ball fork lug is connected in sequence. The ear is connected with the side of the hoop, the support sleeve is sleeved on the guide rod and the support jack, and the lock nut fixes the support jack and the support sleeve. 6.根据权利要求4所述的轨道梁线形调节设备,其特征在于,所述基座上固定有两组相对设置的固定板,两组所述固定板之间形成滑槽,所述滑板滑动设置在所述滑槽内。6 . The track beam linear adjustment device according to claim 4 , wherein two sets of oppositely arranged fixed plates are fixed on the base, and a chute is formed between the two sets of the fixed plates, and the sliding plate slides. 7 . set in the chute. 7.根据权利要求4所述的轨道梁线形调节设备,其特征在于,所述固定支撑装置包括对拉杆、两个底座和两个固定斜撑杆;两个所述底座固定在所述基座上并设置在所述滑板的两侧;两个所述固定斜撑杆的一端分别与两个所述底座枢接,另一端与所述环箍枢接;所述对拉杆两端分别连接两个所述固定斜撑杆。7 . The track beam linear adjustment device according to claim 4 , wherein the fixed support device comprises a pair of tie rods, two bases and two fixed diagonal struts; the two bases are fixed on the base. 8 . One end of the two fixed diagonal struts is pivotally connected to the two bases, and the other end is pivotally connected to the hoop; the two ends of the pair of pull rods are respectively connected to two one of the fixed diagonal struts. 8.根据权利要求7所述的轨道梁线形调节设备,其特征在于,所述临时支撑装置和所述固定支撑装置均有两组,两组所述临时支撑装置对称设置在所述环箍的两侧,两组所述固定支撑装置对称设置在所述环箍的两侧。8 . The track beam linear adjustment device according to claim 7 , wherein there are two groups of the temporary support device and the fixed support device, and the two groups of the temporary support devices are symmetrically arranged on the side of the hoop. 9 . On both sides, two sets of the fixed support devices are symmetrically arranged on both sides of the hoop. 9.根据权利要求8所述的轨道梁线形调节设备,其特征在于,所述环箍包括顶板、底部连接板和两个侧板;9. The track beam linear adjustment device according to claim 8, wherein the hoop comprises a top plate, a bottom connecting plate and two side plates; 两个所述侧板的上端分别与所述顶板的两端枢接,下端分别与所述底部连接板连接,所述侧板的外侧设有用于与所述临时斜撑杆和所述固定斜撑杆枢接的耳板。The upper ends of the two side plates are pivotally connected to the two ends of the top plate, respectively, and the lower ends are respectively connected to the bottom connecting plate. The lugs to which the struts are pivoted. 10.根据权利要求9所述的轨道梁线形调节设备,其特征在于,所述底部连接板上表面的两端固定有挡板,两个所述挡板之间的距离等于两个所述侧板和所述轨道梁的厚度之和。10 . The track beam linear adjustment device according to claim 9 , wherein baffles are fixed on both ends of the upper surface of the bottom connecting plate, and the distance between the two baffles is equal to the two sides. 11 . The sum of the thicknesses of the slab and the rail beam.
CN201920258139.4U 2019-02-28 2019-02-28 Track beam linear adjustment equipment Expired - Fee Related CN209958161U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109680568A (en) * 2019-02-28 2019-04-26 中建五局土木工程有限公司 The linear adjustment equipment of track girder and method
WO2021254528A1 (en) * 2020-07-14 2021-12-23 中铁上海工程局集团有限公司 Steel track beam installation mould
CN117188226A (en) * 2023-07-31 2023-12-08 中国建筑第八工程局有限公司 A cable car track steel beam spacing and elevation installation controller

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109680568A (en) * 2019-02-28 2019-04-26 中建五局土木工程有限公司 The linear adjustment equipment of track girder and method
CN109680568B (en) * 2019-02-28 2024-07-26 中建五局土木工程有限公司 Track beam linear adjustment device and method
WO2021254528A1 (en) * 2020-07-14 2021-12-23 中铁上海工程局集团有限公司 Steel track beam installation mould
CN117188226A (en) * 2023-07-31 2023-12-08 中国建筑第八工程局有限公司 A cable car track steel beam spacing and elevation installation controller

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