CN209397452U - A kind of track toter in shield construction tunnel - Google Patents

A kind of track toter in shield construction tunnel Download PDF

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Publication number
CN209397452U
CN209397452U CN201822192661.5U CN201822192661U CN209397452U CN 209397452 U CN209397452 U CN 209397452U CN 201822192661 U CN201822192661 U CN 201822192661U CN 209397452 U CN209397452 U CN 209397452U
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China
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lifting
trolley
track segment
disassembled
rail
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孟炜
潘涛涛
范尊峰
孙海洋
马龙
黄帅军
黄福超
代亚运
姚梦林
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Railway Group Co Ltd Traffic Engineering Branch
China Railway Sixth Group Co Ltd
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Railway Group Co Ltd Traffic Engineering Branch
China Railway Sixth Group Co Ltd
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Abstract

本实用新型提供了一种盾构法施工隧道的轨道运载装置,属于轨道运输技术领域,包括:运输板车,承载并运输已拆卸的轨道片段;支撑主体,设置在运输板车上;水平吊梁,设置在支撑主体的上;提升机构,设置在水平吊梁上,用于吊起已拆卸的轨道片段并将已拆卸的轨道片段放置在运输板车上;行走机构,滑动设置在水平吊梁上,用于带动提升机构沿水平吊梁滑行。本实用新型提供的一种盾构法施工隧道的轨道运载装置,既能将已拆卸的轨道片段提升又能沿着水平吊梁行走并放置在运输板车上,不需多人抬运,从而大大降低了劳动强度,提高了运载轨道的安全性,并且经过提升机构提升轨道片段可以实现在运输板车上的同一位置叠放多层轨道片段,运载效率显著提高。

The utility model provides a rail carrying device for a tunnel constructed by shield tunneling method, which belongs to the technical field of rail transportation, and comprises: a transport trolley, carrying and transporting a disassembled track segment; a supporting body, arranged on the transport trolley; a horizontal crane The beam is set on the supporting body; the lifting mechanism is set on the horizontal hanging beam, which is used to lift the dismantled track segment and place the dismantled track segment on the transport cart; the running mechanism is set slidingly on the horizontal hanging beam. On the beam, it is used to drive the lifting mechanism to slide along the horizontal hanging beam. The utility model provides a rail carrying device for a shield construction tunnel, which can not only lift the disassembled rail segment, but also walk along the horizontal suspension beam and place it on the transport cart without the need for multiple people to carry it. The labor intensity is greatly reduced, the safety of the carrying track is improved, and the lifting of the track segments by the lifting mechanism can realize stacking multiple layers of track segments at the same position on the transport trolley, and the carrying efficiency is significantly improved.

Description

一种盾构法施工隧道的轨道运载装置A track carrying device for tunnels constructed by shield tunneling method

技术领域technical field

本实用新型属于轨道运输技术领域,更具体地说,是涉及一种盾构法施工隧道的轨道运载装置。The utility model belongs to the technical field of rail transportation, and more specifically relates to a rail carrying device for tunnels constructed by shield tunneling.

背景技术Background technique

盾构法施工隧道是使用盾构机在地下掘进,边防止开挖面土砂坍塌,边在机内安全的进行开挖作业和衬砌作业,从而构筑成隧道的施工方法。国内盾构法施工的运输系统基本上均采用有轨运输方式,虽然泥水机弃渣由泥浆输送系统运输,但管片、砂浆、钢轨等其他施工材料仍靠有轨运输系统来运输。施工结束后需要将轨道拆卸并运出。传统的运轨方式需要六至八人将长6米重达250KG左右的轨道抬起放在电瓶车管片运输平板上,一次只能叠放三到四层,然后通过电瓶车运输到井口。由于隧道的区间长度较长,而且贯通以后急需交付验收。这种拆卸方式,不仅劳动强度大,而且工作效率低下,不能满足进度要求且极易造成作业人员受伤。The shield construction tunnel is a construction method in which a shield machine is used to excavate underground, while preventing the soil and sand on the excavation surface from collapsing, while safely performing excavation and lining operations inside the machine, thereby constructing a tunnel. The transportation system of shield tunneling construction in China basically adopts rail transportation. Although muddy water machine waste is transported by the mud transportation system, other construction materials such as segments, mortar, and rails are still transported by the rail transportation system. After construction, the track needs to be dismantled and shipped out. The traditional way of rail transportation requires six to eight people to lift the 6-meter-long rail weighing about 250KG and place it on the battery car segment transportation platform. It can only be stacked three to four layers at a time, and then transported to the wellhead by the battery car. Due to the long section length of the tunnel, and after the tunnel is completed, delivery and acceptance are urgently needed. This disassembly method is not only labor-intensive, but also has low work efficiency, which cannot meet the progress requirements and can easily cause injuries to operating personnel.

实用新型内容Utility model content

本实用新型的目的在于提供一种盾构法施工隧道的轨道运载装置,可以提高轨道运出的工作效率、节省人力,降低施工成本、降低劳动强度,减低了搬运轨道时人员受伤的发生概率。The purpose of the utility model is to provide a rail carrying device for a shield construction tunnel, which can improve the work efficiency of rail transport, save manpower, reduce construction costs, reduce labor intensity, and reduce the probability of personnel injury when transporting rails.

为实现上述目的,本实用新型采用的技术方案是:提供一种盾构法施工隧道的轨道运载装置,包括:运输板车,承载并运输已拆卸的轨道片段;支撑主体,设置在所述运输板车上;水平吊梁,设置在所述支撑主体的上;提升机构,设置在所述水平吊梁上,用于吊起已拆卸的轨道片段并将已拆卸的轨道片段放置在所述运输板车上;行走机构,滑动设置在所述水平吊梁上,用于带动所述提升机构沿所述水平吊梁滑行。In order to achieve the above purpose, the technical solution adopted by the utility model is to provide a rail carrying device for tunnel construction by shield tunneling method, including: a transport trolley, carrying and transporting the disassembled track segments; a supporting body, arranged on the transport on the trolley; the horizontal hanging beam, which is arranged on the support body; the lifting mechanism, which is arranged on the horizontal hanging beam, is used to lift the disassembled track segment and place the disassembled track segment on the transport on the trolley; the running mechanism is slidably arranged on the horizontal hanging beam, and is used to drive the lifting mechanism to slide along the horizontal hanging beam.

进一步地,所述提升机构包括:起重电机,设置在所述行走机构上;起重链条,一端绕设在所述起重电机的转动轴上;吊钩,与所述起重链条的另一端连接,用于抓取已拆卸的轨道片段。Further, the lifting mechanism includes: a lifting motor, arranged on the walking mechanism; a lifting chain, one end of which is wound on the rotating shaft of the lifting motor; a hook, connected with the other end of the lifting chain Attached at one end for grabbing disassembled track segments.

进一步地,所述行走机构包括:若干个行走轮,转动设置在所述水平吊梁的两侧,用于沿所述水平吊梁滚动行走;连接板,与所述行走轮转动连接,用于将所述行走轮限位在所述水平吊梁上,且与所述提升机构连接,用于带动提升机构一并沿所述水平吊梁移动;驱动电机,固定在所述连接板上且与所述行走轮轴连接,用于驱动所述行走轮滚动。Further, the traveling mechanism includes: several traveling wheels, which are rotatably arranged on both sides of the horizontal suspension beam, for rolling and walking along the horizontal suspension beam; connecting plates, which are rotatably connected with the travel wheels, for The traveling wheels are limited on the horizontal suspension beam and connected with the lifting mechanism to drive the lifting mechanism to move along the horizontal suspension beam; the driving motor is fixed on the connecting plate and connected to the horizontal suspension beam. The traveling wheel shafts are connected to drive the traveling wheels to roll.

进一步地,所述水平吊梁的两侧设置有用于供所述行走轮滚动的凹槽;所述凹槽的两端设有用于限制所述行走轮位移区间的限位板。Further, both sides of the horizontal suspension beam are provided with grooves for the rolling of the road wheels; both ends of the groove are provided with limiting plates for limiting the displacement range of the road wheels.

进一步地,所述运输板车包括:若干节串接的小板车,相邻的两个所述小板车之间可拆卸连接且每一节所述小板车均可单独叠放已拆卸的轨道片段;所述支撑主体固定设置在所述运输板车端部的第一节所述小板车上。Further, the transport trolley includes: several small trolleys connected in series, two adjacent small trolleys are detachably connected and each section of the small trolleys can be stacked and disassembled separately The track segment; the supporting body is fixedly arranged on the first section of the trolley at the end of the transport trolley.

进一步地,所述轨道运载装置还包括:牵拉机构,设置在最后一节所述小板车上,用于将提升机构放置的已拆卸的轨道片段拖拉至相应的所述小板车上。Further, the track carrying device further includes: a pulling mechanism, which is arranged on the last section of the trolley, and is used to pull the disassembled track segment placed by the lifting mechanism to the corresponding small trolley.

进一步地,所述牵拉机构包括:基座,固定在最后一节所述小板车的末端;卷轴,转动连接在所述基座上;拖绳,一端与所述卷轴连接,另一端用于与放置在所述小板车上的已拆卸的轨道片段连接;电机,设置在所述基座上,且与所述卷轴连接,用于驱动所述卷轴转动并拖拉已拆卸的轨道片段。Further, the pulling mechanism includes: a base, fixed at the end of the last section of the trolley; a reel, rotatably connected to the base; a tow rope, one end is connected with the reel, and the other end is used The motor is arranged on the base and connected with the reel, and is used to drive the reel to rotate and pull the disassembled track segment.

进一步地,所述运输板车还包括:升降挡板,转动连接在每一节所述小板车的端部,用于隔挡放置在所述小板车上的已拆卸的轨道片段。Further, the transport trolley further includes: a lifting baffle, rotatably connected to the end of each section of the small trolley, for blocking the disassembled track segments placed on the small trolley.

进一步地,所述升降挡板包括:转动板,一端转动设置在所述小板车上;升降板,一端沿所述小板车上的插槽滑动升降,另一端与所述转动板侧边固定连接;栓孔,沿所述升降板的垂直方向设置有若干个;紧固螺栓,用于与所述栓孔配合将所述升降板固定在所述小板车的某个高度位置。Further, the lifting baffle includes: a rotating plate, one end of which is rotatably arranged on the trolley; a lifting plate, one end of which slides up and down along the slot on the trolley, and the other end is connected to the side of the rotating plate Fixed connection; bolt holes, several are arranged along the vertical direction of the lifting plate; fastening bolts, used to cooperate with the bolt holes to fix the lifting plate at a certain height position of the small trolley.

进一步地,所述支撑主体包括:底座,固定设置在所述运输板车的一端;支撑立柱,设置有四个,均匀分布在所述底座的四周且一端与所述底座可拆卸连接;支撑梁,与四个所述支撑立柱可拆卸连接,用于连接固定相邻的两个所述支撑立柱;所述水平吊梁固定设置在所述支撑梁的下端;所述底座、所述支撑立柱及所述支撑梁共同构成了用于将已拆卸的轨道片段从拆卸端运至所述运输板车上的运送通道。Further, the supporting body includes: a base, fixedly arranged at one end of the transport trolley; four supporting columns, which are evenly distributed around the base and one end is detachably connected to the base; a supporting beam , is detachably connected with the four supporting columns, and is used to connect and fix two adjacent supporting columns; the horizontal hanging beam is fixedly arranged at the lower end of the supporting beam; the base, the supporting column and The support beams together form a transport channel for transporting the dismantled track segments from the dismantled end to the transport dolly.

本实用新型提供的一种盾构法施工隧道的轨道运载装置的有益效果在于:与现有技术相比,本实用新型一种盾构法施工隧道的轨道运载装置,水平吊梁、提升机构和行走机构均设置在支撑主体上,支撑主体安装在运输板车上,所以本实用新型轨道运载装置上的结构均可跟着运输板车的移动而一并移动,首先将运输板车运行至距需拆卸轨道的合适位置后停下,启动行走机构使提升机构沿着水平吊梁水平移动到已拆卸的轨道片段的中心点,再启动提升机构下降至已拆卸的轨道片段近处对该轨道片段进行提升,当已拆卸的轨道片段被提升到位后,再启动行走机构,提升机构连同已拆卸的轨道片段一并被移至运输板车待承载已拆卸的轨道片段的存放处并放下,至此一个运载过程结束,进行下一个循环。本实用新型的提升机构既能将已拆卸的轨道片段提升又能沿着水平吊梁行走并放置在运输板车上,不需多人抬运,从而大大降低了劳动强度,提高了运载轨道的安全性,并且经过提升机构提升轨道片段可以实现在运输板车上的同一位置叠放多层轨道片段,运载效率显著提高。The beneficial effect of the rail carrying device of a shield construction tunnel provided by the utility model is that: compared with the prior art, the utility model provides a rail carrying device of a shield tunnel construction, a horizontal hanging beam, a lifting mechanism and The running mechanism is all arranged on the supporting body, and the supporting body is installed on the transport trolley, so the structure on the track carrying device of the present utility model can move together with the movement of the transport trolley. Stop after dismantling the appropriate position of the track, start the traveling mechanism to move the lifting mechanism horizontally along the horizontal suspension beam to the center point of the disassembled track segment, and then start the lifting mechanism to descend to the vicinity of the disassembled track segment Lifting, when the disassembled track segment is lifted in place, start the running mechanism again, the lifting mechanism together with the disassembled track segment is moved to the storage place where the transport cart is to carry the disassembled track segment and put down, so far a The process ends and the next cycle is performed. The lifting mechanism of the utility model can not only lift the disassembled track segment, but also walk along the horizontal suspension beam and place it on the transport trolley, without the need for many people to lift and transport, thereby greatly reducing the labor intensity and improving the carrying capacity of the track. Safety, and the lifting of the track segment by the lifting mechanism can realize the stacking of multi-layer track segments at the same position on the transport trolley, and the carrying efficiency is significantly improved.

附图说明Description of drawings

为了更清楚地说明本实用新型实施例中的技术方案,下面将对实施例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,下面描述中的附图仅仅是本实用新型的一些实施例,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 technical solutions in the embodiments of the utility model, the following will briefly introduce the accompanying drawings that are required in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description are only the practical For some novel embodiments, those of ordinary skill in the art can also obtain other drawings based on these drawings without any creative work.

图1为本实用新型实施例提供的一种盾构法施工隧道的轨道运载装置的结构示意图;Fig. 1 is a structural schematic diagram of a rail carrying device for a shield construction tunnel provided by an embodiment of the present invention;

图2为本实用新型实施例提供的一种盾构法施工隧道的轨道运载装置的主视图;Fig. 2 is a front view of a rail carrying device for a shield construction tunnel provided by an embodiment of the present invention;

图3为图1中A处的放大示意图;Fig. 3 is the enlarged schematic diagram of place A in Fig. 1;

图4为本实用新型实施例提供的水平吊梁、提升机构和行走机构的装配示意图;Fig. 4 is the schematic diagram of assembly of the horizontal suspension beam, lifting mechanism and running mechanism provided by the embodiment of the utility model;

图5为本实用新型实施例提供的吊钩的结构示意图一;Fig. 5 is a structural schematic diagram 1 of the hook provided by the embodiment of the utility model;

图6为本实用新型实施例提供的吊钩的结构示意图二;Fig. 6 is the structural schematic diagram II of the hook provided by the embodiment of the utility model;

图7为本实用新型实施例提供的牵拉机构的结构示意图;Fig. 7 is a schematic structural diagram of the pulling mechanism provided by the embodiment of the present invention;

图8为本实用新型实施例提供的升降挡板的结构示意图;Fig. 8 is a schematic structural view of the lifting baffle provided by the embodiment of the present invention;

图9为本实用新型实施例提供的升降挡板与小板车的装配示意图。Fig. 9 is a schematic diagram of the assembly of the lifting baffle and the trolley provided by the embodiment of the present invention.

图中:1、运输板车;11、小板车;12、升降挡板;121、转动板;1211、弯折部;122、升降板;123、栓孔;124、紧固螺栓;2、支撑主体;21、底座;22、支撑立柱;23、支撑梁;3、水平吊梁;31、凹槽;32、限位板;4、提升机构;41、起重电机;42、起重链条;43、吊钩;431、双排钩;5、行走机构;51、行走轮;52、连接板;53、驱动电机;6、牵拉机构;61、基座;62、卷轴;63、拖绳;64、电机。Among the figure: 1, transport cart; 11, small cart; 12, lifting baffle; 121, rotating plate; 1211, bending part; 122, lifting plate; 123, bolt hole; 124, fastening bolt; 2, Supporting main body; 21, base; 22, supporting column; 23, supporting beam; 3, horizontal hanging beam; 31, groove; 32, limit plate; 4, lifting mechanism; 41, hoisting motor; 42, hoisting chain ; 43, hook; 431, double-row hook; 5, traveling mechanism; 51, traveling wheel; 52, connecting plate; 53, driving motor; 6, pulling mechanism; 61, base; 62, reel; Rope; 64, motor.

具体实施方式Detailed ways

为了使本实用新型所要解决的技术问题、技术方案及有益效果更加清楚明白,以下结合附图及实施例,对本实用新型进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本实用新型,并不用于限定本实用新型。In order to make the technical problems, technical solutions and beneficial effects to be solved by the utility model clearer, the utility model will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the utility model, and are not intended to limit the utility model.

请一并参阅图1至图4,现对本实用新型提供的一种盾构法施工隧道的轨道运载装置进行说明。所述一种盾构法施工隧道的轨道运载装置,包括:运输板车1、支撑主体2、水平吊梁3、提升机构4和行走机构5;运输板车1承载并运输已拆卸的轨道片段;支撑主体2设置在所述运输板车1上;水平吊梁3设置在所述支撑主体2的上;提升机构4设置在所述水平吊梁3上,用于吊起已拆卸的轨道片段并将已拆卸的轨道片段放置在所述运输板车1上;行走机构5滑动设置在所述水平吊梁3上,用于带动所述提升机构4沿所述水平吊梁3滑行。Please refer to Fig. 1 to Fig. 4 together, and now a rail carrying device for a shield construction tunnel provided by the utility model will be described. The rail carrying device for a shield tunnel construction tunnel includes: a transport cart 1, a support body 2, a horizontal suspension beam 3, a lifting mechanism 4, and a running mechanism 5; the transport cart 1 carries and transports a disassembled track segment The supporting body 2 is arranged on the transport trolley 1; the horizontal hanging beam 3 is arranged on the supporting main body 2; the lifting mechanism 4 is arranged on the horizontal hanging beam 3 for lifting the disassembled track segment And the disassembled track segment is placed on the transport cart 1; the running mechanism 5 is slidably arranged on the horizontal suspension beam 3, and is used to drive the lifting mechanism 4 to slide along the horizontal suspension beam 3.

本实用新型提供的一种盾构法施工隧道的轨道运载装置,与现有技术相比,本实用新型一种盾构法施工隧道的轨道运载装置,水平吊梁3、提升机构4和行走机构5均设置在支撑主体2上,支撑主体2安装在运输板车1上,所以本实用新型轨道运载装置上的结构均可跟着运输板车1的移动而一并移动,首先将运输板车1运行至距需拆卸轨道的合适位置后停下,启动行走机构5使提升机构4沿着水平吊梁3水平移动到已拆卸的轨道片段的中心点,再启动提升机构4下降至已拆卸的轨道片段近处对该轨道片段进行提升,当已拆卸的轨道片段被提升到位后,再启动行走机构5,提升机构4连同已拆卸的轨道片段一并被移至运输板车1待承载已拆卸的轨道片段的存放处并放下,至此一个运载过程结束,进行下一个循环。本实用新型的提升机构4既能将已拆卸的轨道片段提升又能沿着水平吊梁3行走并放置在运输板车1上,不需多人抬运,从而大大降低了劳动强度,提高了运载轨道的安全性,并且经过提升机构4提升轨道片段可以实现在运输板车1上的同一位置叠放多层轨道片段,运载效率显著提高。The utility model provides a rail carrying device for a tunnel constructed by shield method. Compared with the prior art, the utility model provides a rail carrier device for tunnel constructed by shield method. 5 are all arranged on the support body 2, and the support body 2 is installed on the transport cart 1, so the structure on the rail carrying device of the present invention can move together with the movement of the transport cart 1. First, the transport cart 1 Stop after running to a suitable position from the track to be disassembled, start the traveling mechanism 5 to make the lifting mechanism 4 move horizontally along the horizontal suspension beam 3 to the center point of the disassembled track segment, and then start the lifting mechanism 4 to descend to the disassembled track Lift the track segment near the segment. When the disassembled track segment is lifted into place, start the running mechanism 5 again, and the lifting mechanism 4 together with the disassembled track segment is moved to the transport cart 1 to carry the disassembled track segment. The storage place of the track segment and put it down, so far a carrying process is over, and the next cycle is carried out. The lifting mechanism 4 of the utility model can not only lift the disassembled track segment but also walk along the horizontal suspension beam 3 and place it on the transport cart 1 without the need for many people to carry it, thus greatly reducing the labor intensity and improving the The safety of the carrying track, and the lifting of the track segment by the lifting mechanism 4 can realize stacking multiple layers of track segments at the same position on the transport cart 1, and the carrying efficiency is significantly improved.

本实施例中,水平吊梁3为两个,相互平行且分别位于支撑主体2的两侧。则可以同时提升两个轨道片段;或同时固定同一轨道片段上的两个点进行提升,从而增加提升过程的稳定性。In this embodiment, there are two horizontal hanging beams 3 , which are parallel to each other and located on both sides of the supporting body 2 . Then two track segments can be lifted at the same time; or two points on the same track segment can be fixed for lifting at the same time, thereby increasing the stability of the lifting process.

作为本实用新型提供的一种盾构法施工隧道的轨道运载装置的一种具体实施方式,请参阅图1至图6,所述提升机构4包括:起重电机41、起重链条42和吊钩43;起重电机41设置在所述行走机构5上;起重链条42一端绕设在所述起重电机41的转动轴上;吊钩43与所述起重链条42的另一端连接,用于抓取已拆卸的轨道片段。行走机构5带动提升机构4移至轨道提升点,启动起重电机41,连接在起重链条42底端的吊钩43被逐渐下放至轨道片段的中心点,将待起吊的轨道片段拆卸后,再用吊钩43勾住已拆卸的轨道片段的中心点,保证起吊时轨道的平衡,再次启动起重电机41将起重链条42提升至合适的高度,这时,启动行走机构5,带动提升机构4行至运输板车1预放置轨道片段处,下降起重链条42放下轨道片段解除吊钩43,即完成一次起吊运载。再将运输板车1移至下一个待拆的轨道片段附近,循环上述动作。As a specific implementation of the rail carrying device for a shield tunnel construction tunnel provided by the present invention, please refer to Figures 1 to 6, the lifting mechanism 4 includes: a lifting motor 41, a lifting chain 42 and a lifting Hook 43; Hoisting motor 41 is arranged on the described running mechanism 5; One end of hoisting chain 42 is wound on the rotating shaft of described hoisting motor 41; Suspension hook 43 is connected with the other end of described hoisting chain 42, Used to grab detached track fragments. The traveling mechanism 5 drives the lifting mechanism 4 to move to the track lifting point, starts the hoisting motor 41, and the hook 43 connected to the bottom end of the lifting chain 42 is gradually lowered to the center point of the track segment, and after the track segment to be lifted is disassembled, Hook the central point of the dismantled track segment with hook 43 to ensure the balance of the track when lifting, start the lifting motor 41 again and lift the lifting chain 42 to a suitable height. At this time, start the traveling mechanism 5 to drive the lifting mechanism 4. Go to the pre-placed track segment place of the transport trolley 1, drop the lifting chain 42 and put down the track segment to release the suspension hook 43, and complete a lifting and carrying. Then the transport trolley 1 is moved to the vicinity of the next track segment to be removed, and the above-mentioned actions are repeated.

本实施例中,起升降所用的起重链条42也可以是尼龙绳或钢丝绳等承重绳。In this embodiment, the hoisting chain 42 used for lifting can also be load-bearing ropes such as nylon ropes or steel wire ropes.

在本实施例中,请参阅图5及图6,吊钩43包括:两个相互铰接的双排钩431;所述双排钩431包括:两个钩爪,分别为第一钩爪和第二钩爪,对称设置;连接杆,两端分别与所述两个钩爪连接。两个所述双排钩431分别为左双排钩和右双排钩,所述左双排钩和所述右双排钩上端通过铰接轴连接,下端用于钩住已拆卸的轨道片段;所述铰接轴依次穿过左双排钩的第一钩爪、右双排钩的第一钩爪、左双排钩的第二钩爪和右双排钩的第二钩爪。吊钩43采用加宽的双排钩431,更好寻找轨道片段的中心点,使轨道片段在运输过程中保持平衡,两个所述双排钩431顶端由高强度螺栓铰接,轨道片段在被提升时越拉越紧。还可以采用其他吊钩43,如:卸扣,吊环等配合绳对轨道片段进行提升。In this embodiment, please refer to FIG. 5 and FIG. 6 , the hook 43 includes: two double-row hooks 431 hinged to each other; the double-row hook 431 includes: two claws, respectively the first claw and the second claw Two claws are arranged symmetrically; two ends of the connecting rod are respectively connected with the two claws. The two double-row hooks 431 are respectively left double-row hooks and right double-row hooks, the upper ends of the left double-row hooks and the right double-row hooks are connected by hinge shafts, and the lower ends are used to hook the disassembled track segments; The hinged shaft passes through the first claw of the left double-row hook, the first claw of the right double-row hook, the second claw of the left double-row hook and the second claw of the right double-row hook. The hook 43 adopts a widened double-row hook 431 to better find the center point of the track segment, so that the track segment remains balanced during transportation. The tops of the two double-row hooks 431 are hinged by high-strength bolts. Pull tighter and tighter as you lift. Other suspension hooks 43 can also be adopted, such as: shackles, rings and other cooperating ropes to promote the track segment.

作为本实用新型提供的一种盾构法施工隧道的轨道运载装置的一种具体实施方式,请参阅图1至图4,所述行走机构5包括:若干个行走轮51、连接板52和驱动电机53;若干个行走轮51转动设置在所述水平吊梁3的两侧,用于沿所述水平吊梁3滚动行走;连接板52与所述行走轮51转动连接,用于将所述行走轮51限位在所述水平吊梁3上,且与所述提升机构4螺栓连接,用于带动所述提升机构4一并沿所述水平吊梁3移动;驱动电机53固定在所述连接板52上且与所述行走轮51轴连接,用于驱动所述行走轮51滚动。As a specific implementation of the rail carrying device of a tunnel constructed by shield tunneling method provided by the present invention, please refer to Fig. Motor 53; several traveling wheels 51 are rotatably arranged on both sides of the horizontal suspension beam 3 for rolling walking along the horizontal suspension beam 3; connecting plate 52 is rotationally connected with the travel wheels 51 for connecting the The travel wheel 51 is limited on the horizontal suspension beam 3, and is connected with the lifting mechanism 4 bolts, and is used to drive the lifting mechanism 4 to move along the horizontal suspension beam 3; the driving motor 53 is fixed on the horizontal suspension beam 3. The connecting plate 52 is pivotally connected with the traveling wheel 51 for driving the traveling wheel 51 to roll.

在本实施例中,所述连接板52包括左侧限位板和右侧限位板和底板;所述左侧限位板与右侧限位板分别抵接在水平吊梁3的两侧,且分别与所述行走轮51轴连接;所述驱动电机53的转动轴与所述轴连接;所述底板与所述提升机构4螺栓连接。当驱动电机53启动后,所述轴转动带动所述行走轮51沿所述水平吊梁3的两侧滚动行走,由于所述左侧限位板与所述右侧限位板抵接在所述水平吊梁3抵接,即可限制所述行走轮51从所述水平吊梁3上滑落,确保整个运载过程安全平稳。In this embodiment, the connecting plate 52 includes a left limit plate, a right limit plate and a bottom plate; the left limit plate and the right limit plate respectively abut against the two sides of the horizontal suspension beam 3 , and are respectively connected with the shafts of the traveling wheels 51; the rotation shaft of the driving motor 53 is connected with the shaft; the bottom plate is connected with the lifting mechanism 4 by bolts. After the driving motor 53 is started, the shaft rotation drives the traveling wheels 51 to roll and walk along the two sides of the horizontal suspension beam 3, because the left side limiting plate and the right side limiting plate abut against the The abutment of the horizontal hanging beam 3 can restrict the running wheels 51 from sliding down from the horizontal hanging beam 3, ensuring the safety and stability of the whole carrying process.

在本实施例中,请继续参阅图1及图3,所述水平吊梁3的两侧设置有用于供所述行走轮51滚动的凹槽31;所述凹槽31的两端设有用于限制所述行走轮51位移区间的限位板32。所述行走轮51可沿着所述水平吊梁3两侧的凹槽31来回滚动,带动提升机构4移至轨道片段的起吊点或放置点上方。所述行走轮51的滚动区间在凹槽31两端的限位板32之间,防止行走机构5从水平吊梁3两端滑落。In this embodiment, please continue to refer to Fig. 1 and Fig. 3, both sides of the horizontal suspension beam 3 are provided with grooves 31 for rolling the walking wheels 51; The limiting plate 32 that limits the displacement range of the traveling wheel 51 . The traveling wheels 51 can roll back and forth along the grooves 31 on both sides of the horizontal suspension beam 3, driving the lifting mechanism 4 to move above the lifting point or placement point of the track segment. The rolling section of the traveling wheel 51 is between the limit plates 32 at both ends of the groove 31 to prevent the traveling mechanism 5 from slipping from the two ends of the horizontal suspension beam 3 .

作为本实用新型提供的一种盾构法施工隧道的轨道运载装置的一种具体实施方式,参阅图1及图2,所述运输板车1包括:若干节串接的小板车11,相邻的两个所述小板车11之间可拆卸连接且每一节所述小板车11均可单独叠放已拆卸的轨道片段;所述支撑主体2固定设置在所述运输板车1端部的第一节所述小板车11上。运输板车1可以是不可拆卸的整车,当车体上装满轨道片段以后一起行至井口处理;也可以是由若干节串接的小板车11可拆卸连接,所以可以依次将轨道片段装满单节小板车11,装满一个小板车11时,即可以将该节小板车11拆卸下来运至井口处理,从而使轨道片段的吊装过程不间歇工作,进一步提高工作效率。As a specific implementation of the rail carrying device of a tunnel constructed by shield tunneling method provided by the utility model, referring to Fig. 1 and Fig. 2, the transport trolley 1 includes: a plurality of small trolleys 11 connected in series, corresponding to The adjacent two small trolleys 11 are detachably connected and each section of the small trolleys 11 can stack the disassembled track segments separately; the supporting body 2 is fixedly arranged on the transport trolley 1 The end of the first section is on the small cart 11. The transport trolley 1 can be a non-detachable complete vehicle, and when the car body is filled with track segments, it will go to the wellhead for processing; it can also be detachably connected by several small trolleys 11 connected in series, so the track segments can be sequentially Fill single-section trolley 11, when filling one trolley 11, promptly can dismantle this joint trolley 11 and transport to wellhead processing, thereby the hoisting process of track segment is not intermittently worked, further improves work efficiency.

在本实施例中,所述水平吊梁3的提升端伸出所述运输板车1外,卸下端位于最后一节小板车11的上方。In this embodiment, the lifting end of the horizontal hanging beam 3 extends out of the transport cart 1 , and the unloading end is located above the last small cart 11 .

作为本实用新型提供的一种盾构法施工隧道的轨道运载装置的一种具体实施方式,请参阅图1及图7,轨道运载装置还包括:牵拉机构6,设置在最后一节所述小板车11上,用于将提升机构4放置的已拆卸的轨道片段拖拉至相应的所述小板车11上。由于轨道片段较重,如果要设置多节小板车11,则水平吊梁3的长度也要相应的增加,当轨道片段移动的位置离支撑主体2越来越远时,会造成运输板车1的失衡,若两端失衡严重会导致运输板车1侧翻产生事故,所以为了减少轨道片段在高处运行的距离,设置一个固定的放置轨道片段的中间节小板车11,将每一个轨道片段均下放至该中间节小板车11上,然后利用牵拉机构6,将该节小板车11上的轨道片段拉至后节相应的小板车11上。使整个轨道片段运载过程安全,稳定,有条不紊。As a specific implementation of the rail carrying device of a tunnel constructed by shield tunneling method provided by the utility model, please refer to Fig. 1 and Fig. 7, the rail carrying device also includes: a pulling mechanism 6, which is arranged in the last section On the trolley 11, it is used to drag the disassembled track segment placed by the lifting mechanism 4 to the corresponding trolley 11. Because the track segment is heavier, if multi-section small trolleys 11 are to be provided, the length of the horizontal suspension beam 3 will increase accordingly. 1, if the two ends are seriously unbalanced, it will cause the transport trolley 1 to rollover and cause an accident. Therefore, in order to reduce the distance of the track segment running at a high place, a fixed intermediate section of the trolley 11 is set to place the track segment, and each The track segments are all lowered onto the middle section trolley 11, and then the pulling mechanism 6 is used to pull the track segments on the section trolley 11 to the corresponding trolley 11 of the rear section. Make the entire track segment carrying process safe, stable and orderly.

本实施例中,牵拉机构6为两个,相对设置且分别位于小板车11的两侧。则可以同时牵拉两个轨道片段;或同时固定同一轨道片段上的两个点进行牵拉,从而增加牵拉过程的稳定性。In this embodiment, there are two pulling mechanisms 6 , which are oppositely arranged and located on both sides of the trolley 11 . Then two track segments can be pulled at the same time; or two points on the same track segment can be fixed for pulling at the same time, thereby increasing the stability of the pulling process.

作为本实用新型提供的一种盾构法施工隧道的轨道运载装置的一种具体实施方式,请参阅图1及图7,所述牵拉机构6包括:基座61、卷轴62、拖绳63及电机64;基座61固定在最后一节所述小板车11的末端;卷轴62转动连接在所述基座61上;拖绳63一端与所述卷轴62连接,另一端用于与放置在所述小板车11上的已拆卸的轨道片段连接;电机64设置在所述基座61上,且与所述卷轴62连接,用于驱动所述卷轴62转动并拖拉已拆卸的轨道片段。As a specific implementation of the rail carrying device for a shield tunnel construction tunnel provided by the present invention, please refer to Figure 1 and Figure 7, the pulling mechanism 6 includes: a base 61, a reel 62, and a tow rope 63 and the motor 64; the base 61 is fixed on the end of the small trolley 11 described in the last section; the reel 62 is rotatably connected to the base 61; one end of the tow rope 63 is connected with the reel 62, and the other end is used for placing The disassembled track segments on the trolley 11 are connected; the motor 64 is arranged on the base 61 and connected with the reel 62 for driving the reel 62 to rotate and drag the disassembled track segments .

本实施例中,请参阅图1及图7,运输板车1包括四节串接的可拆卸连接的小板车11,支撑主体2固定在第一节小板车11上,水平吊梁3的最前端超出第一节小板车11,即行走机构5左端行进的极限位置位于第一节小板车11外,方便提升轨道片段;行走机构5右端行进的极限位置位于第二节小板车11的上方。提升机构4将每一次提升的轨道片段均放置在第二节小板车11上,再将拖绳63拉至该轨道片段处固定,启动电机带动卷轴62卷绕拖绳63,直至拖绳63将该轨道片段拉至第三节小板车11上。重复上述动作,将第三节小板车11装满后拆卸下运至井口。或再增加一节小板车11,装满两节小板车11后一并运至井口。In this embodiment, please refer to Fig. 1 and Fig. 7, the transport trolley 1 includes four detachably connected small trolleys 11 connected in series, the supporting body 2 is fixed on the first section of small trolleys 11, and the horizontal hanging beam 3 The most front end of the traveling mechanism 5 exceeds the first joint trolley 11, that is, the limit position of the left end of the running mechanism 5 is located outside the first joint trolley 11, which is convenient for lifting the track segment; the limit position of the travel mechanism 5 right end is located at the second joint small plate above car 11. The hoisting mechanism 4 places the track segments that are lifted each time on the second small trolley 11, then pulls the tow rope 63 to the track segment and fixes it, and starts the motor to drive the reel 62 to wind the tow rope 63 until the tow rope 63 This track segment is pulled on the third joint small plate car 11. Repeat above-mentioned action, disassemble and transport to wellhead after the third joint small board car 11 is filled. Or add a joint small board car 11 again, be transported to the wellhead together after filling two joint small board trucks 11.

作为本实用新型提供的一种盾构法施工隧道的轨道运载装置的一种具体实施方式,请参阅图1及图8,所述运输板车1还包括:升降挡板12,转动连接在每一节所述小板车11的端部,用于隔挡放置在所述小板车11上的已拆卸的轨道片段。在每一节所述小板车11的端部上转动连接一个升降挡板12,当该节小板车11上的轨道片段已堆放了多层,转动升降挡板12至一定的高度,对已放置的轨道片段的端部起到固定的作用,即可继续往上堆放轨道片段,从而增加了每一节小板车11单次运载的轨道片段的数量,从而进一步提高了工作效率。As a specific implementation of the rail carrying device for a tunnel constructed by shield tunneling method provided by the utility model, please refer to Fig. 1 and Fig. 8, the transport trolley 1 also includes: a lifting baffle plate 12, which is rotatably connected to each One section of the end of the trolley 11 is used to block the disassembled track segments placed on the trolley 11 . Rotate and connect a lifting baffle plate 12 on the end of each joint described trolley 11, when the track segment on this joint trolley 11 has piled up multiple layers, turn the lifting baffle plate 12 to a certain height, to The ends of the placed track segments play a fixed role, and the track segments can continue to be piled up, thereby increasing the number of track segments carried by each small trolley 11, thereby further improving work efficiency.

在本实施例中,参见图8,所述升降挡板12包括:转动板121、升降板122、栓孔123和紧固螺栓124;转动板121一端转动设置在所述小板车11上;升降板122一端沿所述小板车11上的插槽滑动升降,另一端与所述转动板121侧边固定连接;栓孔123沿所述升降板122的垂直方向设置有若干个;紧固螺栓124用于与所述栓孔123配合将所述升降板122固定在所述小板车11的某个高度位置。In this embodiment, referring to FIG. 8 , the lifting baffle 12 includes: a rotating plate 121 , a lifting plate 122 , a bolt hole 123 and a fastening bolt 124 ; One end of the lifting plate 122 slides and lifts along the slot on the trolley 11, and the other end is fixedly connected to the side of the rotating plate 121; several bolt holes 123 are provided along the vertical direction of the lifting plate 122; The bolts 124 are used to cooperate with the bolt holes 123 to fix the lifting plate 122 at a certain height position of the small trolley 11 .

在本实施例中,所述转动板121的一端设有弯折部1211,所述弯折部1211插入所述小板车11内且能够在所述小板车11内以折弯线转动;所述转动板121的两侧均设有升降板122,两侧所述升降板122分别插入所述小板车11的两边,当转动板121的弯折部1211在小板车11内转动时,实现两侧的升降板122沿所述小板车11的升降。当小板车11上还未放置轨道片段时,旋转转动板121将升降板122降至小板车11内,转动板121盖合在小板车11上,不影响轨道片段的叠放和牵拉机构6的牵拉工作,当轨道片段堆放一定高度时,再往相反的方向旋转转动板121,升降板122即伸出小板车11外一定高度,由于升降板122上设置有若干个栓孔123,可以根据轨道片段堆放的高度需要调节升降板122的高度,即紧固螺栓124插入该位置处的栓孔123内以固定升降板122。两侧升降板122与转动板121共同对该节小板车11上的多层轨道片段起到稳固的作用。同时由于升降板122升起以后,转动板121相对于小板车11具有一定的坡度,所以当从上一节小板车11上牵拉轨道片段时,该坡度使牵拉机构6牵拉轨道片段时更加省力。In this embodiment, one end of the rotating plate 121 is provided with a bending part 1211, and the bending part 1211 is inserted into the trolley 11 and can rotate in the trolley 11 along a bending line; Both sides of the rotating plate 121 are provided with lifting plates 122, and the lifting plates 122 on both sides are respectively inserted into the two sides of the trolley 11. When the bending part 1211 of the rotating plate 121 rotates in the trolley 11 , to realize the lifting of the lifting plates 122 on both sides along the trolley 11. When the track segment has not been placed on the trolley 11, the rotating plate 121 will lower the lifting plate 122 to the trolley 11, and the rotating plate 121 will be covered on the trolley 11 without affecting the stacking and pulling of the track segments. The pulling work of pulling mechanism 6, when the rail segments are piled up to a certain height, then rotate the rotating plate 121 in the opposite direction, and the lifting plate 122 will extend out of the small trolley 11 to a certain height, because the lifting plate 122 is provided with several bolts The hole 123 can adjust the height of the lifting plate 122 according to the height of the stacked rail segments, that is, the fastening bolt 124 is inserted into the bolt hole 123 at this position to fix the lifting plate 122 . Lifting plate 122 on both sides and rotating plate 121 play a stable effect on the multi-layer track segment on the small board car 11 together. Simultaneously because after lifting plate 122 rises, rotating plate 121 has certain gradient with respect to trolley 11, so when pulling track segment from last section trolley 11, this gradient makes pulling mechanism 6 traction track It saves more effort when fragmenting.

作为本实用新型提供的一种盾构法施工隧道的轨道运载装置的一种具体实施方式,请参阅图1及图2,所述支撑主体2包括:底座21、支撑立柱22和支撑梁23;底座21固定设置在所述运输板车1的一端;支撑立柱22设置有四个,均匀分布在所述底座21的四周且一端与所述底座21可拆卸连接;支撑梁23与四个所述支撑立柱22可拆卸连接,用于连接固定相邻的两个所述支撑立柱22;所述水平吊梁3固定设置在所述支撑梁23的下端;所述底座21、所述支撑立柱22及所述支撑梁23共同构成了用于将已拆卸的轨道片段从拆卸端运至所述运输板车1上的运送通道。所述支撑主体2由底座21、四个支撑立柱22和支撑梁23组成一个框架结构,即起到支撑水平吊梁3的作用又节省材料。As a specific implementation of the rail carrying device for a tunnel constructed by the shield method provided by the present invention, please refer to Fig. 1 and Fig. 2 , the supporting body 2 includes: a base 21, a supporting column 22 and a supporting beam 23; The base 21 is fixedly arranged on one end of the transport trolley 1; the support column 22 is provided with four, evenly distributed around the base 21 and one end is detachably connected with the base 21; the support beam 23 is connected with the four The support column 22 is detachably connected, and is used to connect and fix two adjacent support columns 22; the horizontal hanging beam 3 is fixedly arranged at the lower end of the support beam 23; the base 21, the support column 22 and The support beams 23 together form a transport channel for transporting the disassembled rail segments from the dismantled end to the transport trolley 1 . The supporting body 2 is composed of a base 21, four supporting columns 22 and supporting beams 23 to form a frame structure, which not only plays the role of supporting the horizontal hanging beam 3 but also saves materials.

在本实施例中,底座21、支撑立柱22与支撑梁23相互之间可拆卸连接,便于更换和收纳。底座21与第一节小板车11可以是焊接固定也可以是可拆卸连接。In this embodiment, the base 21 , the support column 22 and the support beam 23 are detachably connected to each other, which is convenient for replacement and storage. The base 21 and the first section of the trolley 11 can be fixed by welding or can be detachably connected.

在本实施例中,底座21为框体式结构,包括纵横相接的型钢,用螺栓固定在所述第一节小板车11上;四个所述支撑立柱22底部分别可拆卸地连接在所述底座21的四个顶角上;支撑梁23同样为框体式结构,包括纵横相接的型钢,均与四个所述支撑立柱22的上端可拆卸连接。即底座21、支撑立柱22和支撑梁23共同构成一个框架式支撑主体2,该主体周向的四个面均为敞开的结构,所以前后两个面即构成了供轨道片段通过的运送通道。使轨道运送更加方便。优选的,在所述底座21与所述支撑梁23上均设置横向加强筋。在支撑立柱22的顶端设置斜杆,一端与所述支撑立柱22连接,另一端与所述支撑梁23连接。从而提高支撑主体2的支撑能力与结构的稳定性。In this embodiment, the base 21 is a frame structure, including vertically and horizontally connected section steels, which are fixed on the first section of the trolley 11 with bolts; the bottoms of the four support columns 22 are respectively detachably connected to the On the four top corners of the base 21; the support beam 23 is also a frame structure, including vertically and horizontally connected section steel, and is detachably connected with the upper ends of the four supporting columns 22. That is, the base 21, the support column 22 and the support beam 23 jointly form a frame-type support body 2, and the four sides of the main body are open structures, so the front and rear sides constitute the delivery passage for the track segments to pass through. Make track transportation more convenient. Preferably, transverse reinforcing ribs are provided on both the base 21 and the support beam 23 . A slanting rod is arranged on the top of the support column 22 , one end is connected with the support column 22 , and the other end is connected with the support beam 23 . Thereby, the supporting capacity and structural stability of the supporting body 2 are improved.

在本实施例中,为了避免意外的放生,在支撑立柱22上安装用于急停轨道运载装置的应急按钮,优选的,左右两侧各设置一个方便两侧的工作人员应急操作。还可以将用于控制各机构运行的操纵板也设置在支撑立柱22上,方便工作人员调控操作。In this embodiment, in order to avoid accidental release, an emergency button for emergency stop of the rail carrier is installed on the supporting column 22. Preferably, one is provided on the left and right sides to facilitate the emergency operation of the staff on both sides. The control panel for controlling the operation of each mechanism can also be arranged on the support column 22, which is convenient for the staff to control and operate.

以上所述仅为本实用新型的较佳实施例而已,并不用以限制本实用新型,凡在本实用新型的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本实用新型的保护范围之内。The above descriptions are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present utility model shall be included in this utility model. within the scope of protection of utility models.

Claims (10)

1.一种盾构法施工隧道的轨道运载装置,其特征在于,包括:1. A rail carrying device for tunnel construction by shield tunneling method, characterized in that, comprising: 运输板车,承载并运输已拆卸的轨道片段;Transport wagons, carrying and transporting the dismantled track segments; 支撑主体,设置在所述运输板车上;The supporting body is arranged on the transport trolley; 水平吊梁,设置在所述支撑主体的上;a horizontal suspension beam arranged on the supporting body; 提升机构,设置在所述水平吊梁上,用于吊起已拆卸的轨道片段并将已拆卸的轨道片段放置在所述运输板车上;a lifting mechanism, arranged on the horizontal lifting beam, for lifting the disassembled track segment and placing the disassembled track segment on the transport cart; 行走机构,滑动设置在所述水平吊梁上,用于带动所述提升机构沿所述水平吊梁滑行。The walking mechanism is slidably arranged on the horizontal suspension beam, and is used to drive the lifting mechanism to slide along the horizontal suspension beam. 2.如权利要求1所述的一种盾构法施工隧道的轨道运载装置,其特征在于,所述提升机构包括:2. The rail carrying device of a shield tunnel construction tunnel as claimed in claim 1, wherein the lifting mechanism comprises: 起重电机,设置在所述行走机构上;The lifting motor is arranged on the traveling mechanism; 起重链条,一端绕设在所述起重电机的转动轴上;A lifting chain, one end of which is wound on the rotating shaft of the lifting motor; 吊钩,与所述起重链条的另一端连接,用于抓取已拆卸的轨道片段。A hook, connected to the other end of the lifting chain, is used to grab the disassembled track segment. 3.如权利要求1所述的一种盾构法施工隧道的轨道运载装置,其特征在于,所述行走机构包括:3. The rail carrier device of a tunnel constructed by shield tunneling method as claimed in claim 1, wherein the running gear comprises: 若干个行走轮,转动设置在所述水平吊梁的两侧,用于沿所述水平吊梁滚动行走;Several walking wheels are rotatably arranged on both sides of the horizontal suspension beam, and are used for rolling and walking along the horizontal suspension beam; 连接板,与所述行走轮转动连接,用于将所述行走轮限位在所述水平吊梁上,且与所述提升机构连接,用于带动所述提升机构一并沿所述水平吊梁移动;The connecting plate is rotatably connected with the traveling wheels, and is used to limit the traveling wheels on the horizontal suspension beam, and is connected with the lifting mechanism, and is used to drive the lifting mechanism to lift along the horizontal suspension beam. beam movement; 驱动电机,固定在所述连接板上且与所述行走轮轴连接,用于驱动所述行走轮滚动。The driving motor is fixed on the connecting plate and connected with the axle of the traveling wheel, and is used to drive the traveling wheel to roll. 4.如权利要求3所述的一种盾构法施工隧道的轨道运载装置,其特征在于,所述水平吊梁的两侧设置有用于供所述行走轮滚动的凹槽;所述凹槽的两端设有用于限制所述行走轮位移区间的限位板。4. The rail carrier device of a tunnel constructed by shield tunneling method as claimed in claim 3, wherein grooves for rolling of the traveling wheels are provided on both sides of the horizontal suspension beam; Limiting plates for limiting the displacement range of the traveling wheels are provided at both ends of the wheel. 5.如权利要求1所述的一种盾构法施工隧道的轨道运载装置,其特征在于,所述运输板车包括:5. The rail carrying device of a tunnel constructed by shield tunneling method as claimed in claim 1, wherein the transport cart comprises: 若干节串接的小板车,相邻的两个所述小板车之间可拆卸连接且每一节所述小板车均可单独叠放已拆卸的轨道片段;A plurality of small trolleys connected in series, two adjacent small trolleys are detachably connected and each section of the small trolleys can be independently stacked with disassembled track segments; 所述支撑主体固定设置在所述运输板车端部的第一节所述小板车上。The supporting body is fixedly arranged on the first section of the small cart at the end of the transport cart. 6.如权利要求5所述的一种盾构法施工隧道的轨道运载装置,其特征在于,还包括:6. The rail carrying device of a shield tunnel construction tunnel as claimed in claim 5, further comprising: 牵拉机构,设置在最后一节所述小板车上,用于将提升机构放置的已拆卸的轨道片段拖拉至相应的所述小板车上。The pulling mechanism is arranged on the trolley in the last section, and is used to drag the disassembled track segment placed by the lifting mechanism to the corresponding trolley. 7.如权利要求6所述的一种盾构法施工隧道的轨道运载装置,其特征在于,所述牵拉机构包括:7. The rail carrying device of a shield tunnel construction tunnel as claimed in claim 6, wherein the pulling mechanism comprises: 基座,固定在最后一节所述小板车的末端;base, fixed to the end of the cart mentioned in the last section; 卷轴,转动连接在所述基座上;a reel rotatably connected to said base; 拖绳,一端与所述卷轴连接,另一端用于与放置在所述小板车上的已拆卸的轨道片段连接;a tow rope connected at one end to said reel and at the other end for connection to a disassembled track segment placed on said trolley; 电机,设置在所述基座上,且与所述卷轴连接,用于驱动所述卷轴转动并拖拉已拆卸的轨道片段。The motor is arranged on the base and connected with the reel, and is used to drive the reel to rotate and pull the disassembled track segment. 8.如权利要求5所述的一种盾构法施工隧道的轨道运载装置,其特征在于,所述运输板车还包括:8. The rail carrying device of a shield tunnel construction tunnel as claimed in claim 5, wherein the transport trolley further comprises: 升降挡板,转动连接在每一节所述小板车的端部,用于隔挡放置在所述小板车上的已拆卸的轨道片段。The lifting baffle is rotatably connected to the end of each small trolley, and is used for blocking the disassembled track segments placed on the small trolley. 9.如权利要求8所述的一种盾构法施工隧道的轨道运载装置,其特征在于,所述升降挡板包括:9. The rail carrying device of a shield tunnel construction tunnel according to claim 8, wherein the lifting baffle comprises: 转动板,一端转动设置在所述小板车上;Rotating plate, one end is rotatably arranged on the trolley; 升降板,一端沿所述小板车上的插槽滑动升降,另一端与所述转动板侧边固定连接;Lifting plate, one end slides and lifts along the slot on the trolley, and the other end is fixedly connected to the side of the rotating plate; 栓孔,沿所述升降板的垂直方向设置有若干个;A number of bolt holes are arranged along the vertical direction of the lifting plate; 紧固螺栓,用于与所述栓孔配合将所述升降板固定在所述小板车的某个高度位置。Fastening bolts are used to cooperate with the bolt holes to fix the lifting plate at a certain height position of the trolley. 10.如权利要求1-9任意一项所述的一种盾构法施工隧道的轨道运载装置,其特征在于,所述支撑主体包括:10. The rail carrying device of a shield construction tunnel according to any one of claims 1-9, wherein the supporting body comprises: 底座,固定设置在所述运输板车的一端;The base is fixedly arranged at one end of the transport cart; 支撑立柱,设置有四个,均匀分布在所述底座的四周且一端与所述底座可拆卸连接;There are four supporting columns, which are evenly distributed around the base and one end is detachably connected to the base; 支撑梁,与四个所述支撑立柱可拆卸连接,用于连接固定相邻的两个所述支撑立柱;The support beam is detachably connected to the four support columns, and is used to connect and fix the two adjacent support columns; 所述水平吊梁固定设置在所述支撑梁的下端;所述底座、所述支撑立柱及所述支撑梁共同构成了用于将已拆卸的轨道片段从拆卸端运至所述运输板车上的运送通道。The horizontal hanging beam is fixedly arranged at the lower end of the supporting beam; the base, the supporting column and the supporting beam together form a structure for transporting the disassembled track segment from the dismantling end to the transport cart. delivery channel.
CN201822192661.5U 2018-12-25 2018-12-25 A kind of track toter in shield construction tunnel Expired - Fee Related CN209397452U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109457560A (en) * 2018-12-25 2019-03-12 中铁六局集团有限公司 A kind of track toter in shield construction tunnel
CN110804910A (en) * 2019-11-23 2020-02-18 深圳市东深工程有限公司 Tunnel track demolishs integrative device of transportation
CN111472218A (en) * 2020-04-20 2020-07-31 中建八局轨道交通建设有限公司 Device for dismantling temporary tunnel track and construction method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109457560A (en) * 2018-12-25 2019-03-12 中铁六局集团有限公司 A kind of track toter in shield construction tunnel
CN109457560B (en) * 2018-12-25 2024-04-02 中铁六局集团有限公司 Rail carrying device for shield tunnel construction
CN110804910A (en) * 2019-11-23 2020-02-18 深圳市东深工程有限公司 Tunnel track demolishs integrative device of transportation
CN110804910B (en) * 2019-11-23 2021-04-06 深圳市东深工程有限公司 Tunnel track demolishs integrative device of transportation
CN111472218A (en) * 2020-04-20 2020-07-31 中建八局轨道交通建设有限公司 Device for dismantling temporary tunnel track and construction method

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Granted publication date: 20190917