CN107858924B - Bridge provided with telescopic construction platform - Google Patents

Bridge provided with telescopic construction platform Download PDF

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Publication number
CN107858924B
CN107858924B CN201711013460.8A CN201711013460A CN107858924B CN 107858924 B CN107858924 B CN 107858924B CN 201711013460 A CN201711013460 A CN 201711013460A CN 107858924 B CN107858924 B CN 107858924B
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telescopic
telescopic frame
frame
plates
bracket
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CN107858924A (en
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李德坤
万慧
李燕青
古宇鹏
刘静
王福生
居敏
杨大瑜
程琳刚
周龙
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China Railway Major Bridge Engineering Group Co Ltd MBEC
8th Engineering Co Ltd of MBEC
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China Railway Major Bridge Engineering Group Co Ltd MBEC
8th Engineering Co Ltd of MBEC
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The application discloses a bridge provided with a telescopic construction platform, and relates to the field of bridge construction, comprising a track, a frame body and at least one telescopic component, wherein the track comprises at least two guide rails which are arranged side by side; the frame body is arranged on the two guide rails in a sliding mode, and comprises a first bracket and a second bracket which are distributed up and down; the telescopic assembly comprises a horizontally arranged telescopic frame and an operation platform arranged on the telescopic frame, the telescopic frame is arranged on the frame body in a sliding mode, and the telescopic frame can horizontally move along the direction perpendicular to the guide rail. The telescopic construction platform provided by the application has the advantages of high construction efficiency, wide construction range, great saving of manpower and material resources, large operation space and convenience for construction operation.

Description

一种安装有可伸缩式施工平台的桥梁A bridge equipped with a retractable construction platform

技术领域Technical field

本发明涉及桥梁施工领域,具体涉及一种安装有可伸缩式施工平台的桥梁。The invention relates to the field of bridge construction, and in particular to a bridge equipped with a retractable construction platform.

背景技术Background technique

钢桁梁桥梁是重载桥梁的一种常用结构形式,特别是在双层桥梁设计时,其具有结构自重轻、刚度大、且省材降低成本的特点,杆件间连接多采用高强度螺栓连接,节点板多且分散。Steel truss bridges are a common structural form of heavy-load bridges. Especially when designing double-deck bridges, they have the characteristics of light weight, high stiffness, saving materials and reducing costs. High-strength bolts are often used to connect the rods. Connections, node boards are numerous and scattered.

目前,在双层桥梁架设中,为了栓焊上层桥梁的钢桁架,通常会在下层桥梁上架设临时挂架,将其作为栓焊施工平台。然而,一方面,由于钢桁架上节点板非常多,且位置分布不同,在栓焊的过程中,需要反复挂设及拆除临时挂架,操作繁琐,费时费力,另一方面,临时挂架通常为上下拼装的桁架结构,操作空间狭窄,不便于施工作业,导致,作业效率低,且稳固性差,安全风险高。At present, in the erection of double-layer bridges, in order to bolt and weld the steel trusses of the upper bridge, temporary hangers are usually erected on the lower bridge and used as a bolt welding construction platform. However, on the one hand, because there are so many gusset plates on the steel truss and their locations are different, temporary hangers need to be repeatedly installed and removed during the bolt welding process, which is cumbersome, time-consuming and labor-intensive. On the other hand, temporary hangers are usually It is a truss structure assembled up and down, with a narrow operating space and inconvenience for construction operations. As a result, the operation efficiency is low, the stability is poor, and the safety risk is high.

发明内容Contents of the invention

针对现有技术中存在的缺陷,本发明的目的在于提供一种安装有可伸缩式施工平台的桥梁,不仅施工效率高,施工范围广,大大节省了人力物力,而且操作空间大,便于施工作业。In view of the defects existing in the prior art, the purpose of the present invention is to provide a bridge equipped with a retractable construction platform, which not only has high construction efficiency, wide construction scope, greatly saves manpower and material resources, but also has a large operating space and facilitates construction operations. .

为达到以上目的,本发明采取的技术方案是:In order to achieve the above objects, the technical solutions adopted by the present invention are:

一种可伸缩式施工平台,包括:A retractable construction platform including:

一轨道,其包括至少两个并排设置的导轨;A track, which includes at least two guide rails arranged side by side;

一架体,其滑动组设于两所述导轨上,所述架体包括上下分布的第一支架和第二支架;A frame, which is slidably assembled on the two guide rails, and the frame includes a first bracket and a second bracket distributed up and down;

至少一伸缩组件,其包括一水平设置的伸缩架、设于所述伸缩架上的作业平台,所述伸缩架滑动组设于所述架体上,且所述伸缩架可沿垂直于所述导轨的方向上水平运动。At least one telescopic component, which includes a horizontally arranged telescopic frame and a working platform provided on the telescopic frame. The telescopic frame is slidably assembled on the frame body, and the telescopic frame can be moved along a direction perpendicular to the horizontal movement in the direction of the guide rail.

在上述技术方案的基础上,所述第一支架底部设有至少四个走行轮,所述第一支架通过所述走行轮滑动组设于所述导轨上。Based on the above technical solution, at least four running wheels are provided at the bottom of the first bracket, and the first bracket is slidably assembled on the guide rail through the running wheels.

在上述技术方案的基础上,所述第二支架和伸缩架均为框式结构,所述伸缩架滑动套设于所述第二支架内。On the basis of the above technical solution, the second bracket and the telescopic frame are both frame structures, and the telescopic frame is slidably sleeved in the second bracket.

在上述技术方案的基础上,所述伸缩架底部设有至少两个平行设置的槽钢,所述第二支架内设有与所述槽钢数量相同的滚轮组,所述滚轮组包括若干并列设置的滚轮,所述槽钢对应组设于一滚轮组上。On the basis of the above technical solution, the bottom of the telescopic frame is provided with at least two parallel channel steels, and the second bracket is provided with a roller set with the same number as the channel steels, and the roller set includes several parallel The rollers are provided, and the corresponding channel steel is arranged on a roller group.

在上述技术方案的基础上,所述第二支架两内侧设有若干用于限位所述伸缩架水平位置的限位角钢。On the basis of the above technical solution, a plurality of limiting angles are provided on both inner sides of the second bracket for limiting the horizontal position of the telescopic frame.

在上述技术方案的基础上,所述伸缩组件还包括一可上下伸缩的升降机构,所述升降机构滑动组设于所述伸缩架上,所述作业平台31设于所述升降机构顶部。Based on the above technical solution, the telescopic assembly further includes a lifting mechanism that can telescope up and down. The lifting mechanism is slidably assembled on the telescopic frame, and the working platform 31 is installed on the top of the lifting mechanism.

在上述技术方案的基础上,所述伸缩架沿运动方向的两端各设有一用于限制所述伸缩架运动范围的限位挡块。Based on the above technical solution, both ends of the telescopic frame along the movement direction are each provided with a limit stop for limiting the movement range of the telescopic frame.

在上述技术方案的基础上,所述架体上设有两个并排设置的伸缩组件。Based on the above technical solution, the frame is provided with two telescopic assemblies arranged side by side.

本发明还提供了一种安装有上述可伸缩式施工平台的桥梁,所述桥梁包括若干纵梁,所述导轨设于一所述纵梁上。The invention also provides a bridge equipped with the above-mentioned telescopic construction platform. The bridge includes a plurality of longitudinal beams, and the guide rail is arranged on one of the longitudinal beams.

在上述技术方案的基础上,所述纵梁包括上翼缘板,所述上翼缘板和导轨之间设有一支撑装置,所述支撑装置包括一设于所述上翼缘板上方的第一板、两个设于所述上翼缘板下方的第二板、以及两个分别设于所述上翼缘板两侧的第三板,且两个所述第二板和第三板均分别位于所述第一板的两端,所述第二板从下至上顺次连接所述第三板和第一板,所述第一板、第二板和第三板内侧围合形成一容纳腔,所述上翼缘板卡持于所述容纳腔内。Based on the above technical solution, the longitudinal beam includes an upper flange plate, a support device is provided between the upper flange plate and the guide rail, and the support device includes a third support located above the upper flange plate. One plate, two second plates located below the upper flange plate, and two third plates respectively located on both sides of the upper flange plate, and the two second plates and third plates They are respectively located at both ends of the first plate. The second plate connects the third plate and the first plate in sequence from bottom to top. The inner sides of the first plate, the second plate and the third plate are enclosed to form An accommodating cavity, the upper flange plate is clamped in the accommodating cavity.

与现有技术相比,本发明的优点在于:Compared with the prior art, the advantages of the present invention are:

(1)本发明的可伸缩式施工平台中作业平台可沿导轨方向移动,且可沿垂直于导轨的方向伸缩移动,使得作业人员的施工范围很广,无需重复挂设或拆卸,只需移动即可对不同位置分布的节点板进行栓焊,施工效率高,节省人力物力,而且,与普通上下拼装的桁架结构相比,本申请的作业平台可伸出至架体外侧,使得操作空间大,便于施工作业。(1) In the retractable construction platform of the present invention, the working platform can move along the direction of the guide rail, and can telescopically move in the direction perpendicular to the guide rail, so that the operator can have a wide construction range without repeated installation or disassembly, and only needs to move The gusset plates distributed at different positions can be bolted and welded, which has high construction efficiency and saves manpower and material resources. Moreover, compared with the ordinary truss structure assembled up and down, the working platform of this application can be extended to the outside of the frame, making the operation space larger. , convenient for construction operations.

(2)本发明的可伸缩式施工平台中所述伸缩架滑动套设于所述第二支架内,通过槽钢和滚轮组的配合使用,不仅施工平台结构牢固,而且摩擦力小,滑动效果更好。(2) In the telescopic construction platform of the present invention, the telescopic frame is slidably sleeved in the second bracket. Through the cooperative use of channel steel and roller groups, not only the construction platform has a firm structure, but also has low friction and a good sliding effect. better.

(3)本发明的作业平台设于升降机构上,通过升降机构的上下伸缩运动调节作业平台的高度,可以对不同高度的节点板进行施工,施工效率更高。(3) The working platform of the present invention is installed on a lifting mechanism. By adjusting the height of the working platform through the up and down telescopic movement of the lifting mechanism, gusset plates of different heights can be constructed, and the construction efficiency is higher.

(4)本发明架体上设有两个并排设置的伸缩组件,可以对位于施工平台两侧的节点板进行施工操作,适用范围更广,适用起来方便,而且也可实现多人同时施工,施工效率高。(4) The frame of the present invention is equipped with two telescopic assemblies arranged side by side, which can carry out construction operations on the node boards located on both sides of the construction platform. It has a wider scope of application, is convenient to apply, and can also realize simultaneous construction by multiple people. High construction efficiency.

附图说明Description of drawings

图1为本发明实施例中可伸缩式施工平台的主视图;Figure 1 is a front view of a retractable construction platform in an embodiment of the present invention;

图2为图1的侧视图;Figure 2 is a side view of Figure 1;

图3为本发明实施例中第二支架和伸缩架的侧视图;Figure 3 is a side view of the second bracket and telescopic frame in the embodiment of the present invention;

图4为图3中B处的放大图;Figure 4 is an enlarged view of B in Figure 3;

图5为图1中A处的放大图。Figure 5 is an enlarged view of point A in Figure 1.

图中:1-轨道,10-导轨,2-架体,20-第一支架,21-第二支架,210-滚轮组,211-限位角钢,3-伸缩组件,30-伸缩架,301-槽钢,302-限位挡块,303-滑道,31-作业平台,32-升降机构,4-走行轮,5-纵梁,50-上翼缘板,6-支撑装置,60-第一板,61-第二板,62-第三板。In the picture: 1-track, 10-guide rail, 2-frame, 20-first bracket, 21-second bracket, 210-roller group, 211-limit angle steel, 3-telescopic component, 30-telescopic frame, 301 -Channel steel, 302-limit stop, 303-slide, 31-working platform, 32-lifting mechanism, 4-traveling wheels, 5-longitudinal beam, 50-upper flange plate, 6-support device, 60- First board, 61-second board, 62-third board.

具体实施方式Detailed ways

以下结合附图及实施例对本发明作进一步详细说明。The present invention will be further described in detail below with reference to the accompanying drawings and examples.

参见图1和图2所示,本发明实施例提供一种可伸缩式施工平台,包括轨道1、架体2和四个伸缩组件3,每个伸缩组件3上均设有一作业平台31。Referring to Figures 1 and 2, an embodiment of the present invention provides a telescopic construction platform, which includes a track 1, a frame 2 and four telescopic components 3. Each telescopic component 3 is provided with a working platform 31.

轨道1包括两个并排设置的导轨10,架体2滑动组设于两导轨10上,架体2包括上下分布的第一支架20和第二支架21。架体2为桁架结构,并采用钢管焊接,由多阶段拼装而成,在保证结构牢固的基础上,重量较轻,使得结构更加轻便,使用方便。The track 1 includes two guide rails 10 arranged side by side. The frame body 2 is slidably assembled on the two guide rails 10. The frame body 2 includes a first bracket 20 and a second bracket 21 distributed up and down. The frame body 2 is a truss structure and is welded with steel pipes. It is assembled in multiple stages. On the basis of ensuring a solid structure, it is lighter in weight, making the structure lighter and easier to use.

具体地,伸缩组件3包括一水平设置的伸缩架30、设于伸缩架30上的作业平台31,伸缩架30滑动组设于架体2上,且伸缩架30可沿垂直于导轨10的方向上水平运动。Specifically, the telescopic assembly 3 includes a horizontally arranged telescopic frame 30 and a working platform 31 provided on the telescopic frame 30. The telescopic frame 30 is slidably assembled on the frame body 2, and the telescopic frame 30 can move in a direction perpendicular to the guide rail 10. Upper horizontal movement.

第一支架20底部设有至少四个走行轮4,第一支架20通过走行轮4滑动组设于导轨10上。At least four running wheels 4 are provided at the bottom of the first bracket 20 . The first bracket 20 is slidably assembled on the guide rail 10 through the running wheels 4 .

参见图3和图4所示,第二支架21和伸缩架30均为框式结构,伸缩架30滑动套设于第二支架21内。As shown in FIGS. 3 and 4 , the second bracket 21 and the telescopic frame 30 are both frame structures, and the telescopic frame 30 is slidably sleeved in the second bracket 21 .

伸缩架30底部和顶部均设有两个平行设置的槽钢301,第二支架21内设有与槽钢301数量相同的滚轮组210,滚轮组210包括若干并列设置的滚轮,槽钢301对应组设于一滚轮组210上。优选地,四个槽钢301分别设于伸缩架30的四个角位置处。本实施例中,通过在底部设置配合使用的槽钢301和滚轮组210,使得伸缩架30滑动套设于第二支架21内,不仅施工平台结构牢固,而且摩擦力小,滑动效果更好。The telescopic frame 30 is provided with two parallel channel steels 301 at the bottom and top. The second bracket 21 is provided with the same number of roller groups 210 as the channel steels 301. The roller group 210 includes a number of rollers arranged in parallel. The channel steels 301 correspond to The assembly is arranged on a roller assembly 210. Preferably, four channel steels 301 are respectively provided at four corner positions of the telescopic frame 30 . In this embodiment, by arranging the matching channel steel 301 and the roller set 210 at the bottom, the telescopic frame 30 is slidably sleeved in the second bracket 21. Not only does the construction platform have a solid structure, but it also has low friction and better sliding effect.

第二支架21两内侧设有四个用于限位伸缩架30水平位置的限位角钢211,四个限位角钢211对应设于伸缩架30的四个角位置处。当伸缩架30伸缩运动时,限位角钢211可以防止伸缩架30左右位置发生偏移,使得施工平台结构更加牢靠。Four limiting angles 211 are provided on both inner sides of the second bracket 21 for limiting the horizontal position of the telescopic frame 30 . The four limiting angles 211 are correspondingly provided at the four corner positions of the telescopic frame 30 . When the telescopic frame 30 telescopically moves, the limiting angle steel 211 can prevent the left and right positions of the telescopic frame 30 from shifting, making the construction platform structure more reliable.

本发明实施例中,伸缩架30沿运动方向的两端各设有一用于限制伸缩架30运动范围的限位挡块302,两个限位挡块302在导轨10上的投影间隔一定距离。第二支架21在位于最左侧的限位挡块302的右侧对应设有一凸块,当伸缩架30从左往右运动至设定位置时,该限位挡块302抵持于凸块上,从而限制伸缩架30从左往右运动的极限位置,同样的,第二支架21在位于最右侧的限位挡块302的左侧对应设有一凸块,当伸缩架30从右往左运动至设定位置时,该限位挡块302会抵持于凸块上,从而限制伸缩架30从右往左运动的极限位置,由于两个限位挡块302在导轨10上的投影间隔一定距离,两个限位挡块302的运行轨迹相互平行,可以分别对左右两个极限位置起到限定作用。In the embodiment of the present invention, both ends of the telescopic frame 30 along the movement direction are each provided with a limiting block 302 for limiting the movement range of the telescopic frame 30 . The projections of the two limiting blocks 302 on the guide rail 10 are spaced at a certain distance. The second bracket 21 is provided with a bump corresponding to the right side of the leftmost limit stop 302. When the telescopic frame 30 moves from left to right to the set position, the limit stop 302 resists the bump. to limit the extreme position of the telescopic frame 30 from left to right. Similarly, the second bracket 21 is provided with a corresponding bump on the left side of the rightmost limit stop 302. When the telescopic frame 30 moves from right to right, When the left movement reaches the set position, the limit stop 302 will resist the convex block, thereby limiting the extreme position of the telescopic frame 30 from right to left. Due to the projection of the two limit stops 302 on the guide rail 10 At a certain distance apart, the running trajectories of the two limit stops 302 are parallel to each other, and can respectively limit the left and right extreme positions.

进一步地,四个伸缩组件3沿平行于导轨10的方向两两对称分布,位于同一排的两个伸缩组件3分别沿相对的两侧运动,从而使得可以对位于施工平台两侧的节点板进行施工操作,适用范围更广,使用起来更加方便,而且每个伸缩组件3上均设有作业平台31,可允许多人在多个作业平台31上进行施工,使得施工效率更高。Furthermore, the four telescopic assemblies 3 are symmetrically distributed in pairs in a direction parallel to the guide rail 10, and the two telescopic assemblies 3 located in the same row move along opposite sides respectively, so that the gusset plates located on both sides of the construction platform can be inspected. The construction operation has a wider scope of application and is more convenient to use, and each telescopic component 3 is provided with a working platform 31, which allows multiple people to perform construction on multiple working platforms 31, making the construction more efficient.

本发明实施例的伸缩组件3还包括一可伸缩式的升降机构32,升降机构32滑动组设于伸缩架30上,伸缩架30底部设有两条可供升降机构32运动的滑道303,滑道303与导轨10垂直设置,作业平台31设于升降机构32顶部,升降机构32通过伸缩变化调节作业平台31的高度,可以对不同高度的节点板进行施工,施工效率更高。The telescopic assembly 3 in the embodiment of the present invention also includes a telescopic lifting mechanism 32. The lifting mechanism 32 is slidably assembled on the telescopic frame 30. The telescopic frame 30 is provided with two slideways 303 at the bottom for the movement of the lifting mechanism 32. The slideway 303 is arranged perpendicularly to the guide rail 10, and the working platform 31 is arranged on the top of the lifting mechanism 32. The lifting mechanism 32 adjusts the height of the working platform 31 through telescopic changes, so that gusset plates of different heights can be constructed, and the construction efficiency is higher.

在本实施例中,升降机构32为剪叉式升降平台。In this embodiment, the lifting mechanism 32 is a scissor-type lifting platform.

本发明还提供了一种安装有上述可伸缩式施工平台的桥梁,桥梁包括若干纵梁5,导轨10设于一纵梁5上。The invention also provides a bridge equipped with the above-mentioned telescopic construction platform. The bridge includes a plurality of longitudinal beams 5, and the guide rail 10 is arranged on one longitudinal beam 5.

参见图5所示,纵梁5包括上翼缘板50,上翼缘板50和导轨10之间设有一支撑装置6,支撑装置6包括一设于上翼缘板50上方的第一板60、两个设于上翼缘板50下方的第二板61、以及两个分别设于上翼缘板50两侧的第三板62,且两个第二板61分别位于第一板60的两端,第二板61从下至上顺次连接第三板62和第一板60,第一板60、第二板61和第三板62内侧围合形成一容纳腔,上翼缘板50卡持于容纳腔内,从而形成反扣结构,将支撑装置6牢固设于上翼缘板50上。优选地,第三板62与上翼缘板50厚度相同,且与上翼缘板50平行设置,使得反扣效果最佳。As shown in Figure 5, the longitudinal beam 5 includes an upper flange plate 50. A support device 6 is provided between the upper flange plate 50 and the guide rail 10. The support device 6 includes a first plate 60 located above the upper flange plate 50. , two second plates 61 provided below the upper flange plate 50, and two third plates 62 respectively provided on both sides of the upper flange plate 50, and the two second plates 61 are respectively located on the first plate 60 At both ends, the second plate 61 connects the third plate 62 and the first plate 60 in sequence from bottom to top. The first plate 60, the second plate 61 and the third plate 62 are enclosed inside to form a receiving cavity. The upper flange plate 50 It is clamped in the accommodation cavity to form a reverse buckle structure, and the support device 6 is firmly installed on the upper flange plate 50 . Preferably, the third plate 62 has the same thickness as the upper flange plate 50 and is arranged parallel to the upper flange plate 50 so that the buckle effect is optimal.

本实施例中,导轨10为工字型钢,底部与第一板60螺栓连接,通过支撑装置6将导轨10牢固地设于上翼缘板50上,从而避免导轨10直接大面积接触钢梁表面,导致损伤钢梁面漆,以及避免与纵梁剪力钉等结构发生冲突。In this embodiment, the guide rail 10 is an I-shaped steel, and the bottom is bolted to the first plate 60. The guide rail 10 is firmly installed on the upper flange plate 50 through the support device 6, thereby preventing the guide rail 10 from directly contacting the surface of the steel beam in a large area. , causing damage to the steel beam finish, and avoiding conflicts with structures such as longitudinal beam shear nails.

在使用上述可伸缩式施工平台时,先将架体2滑动至导轨10的合适位置,然后使用枕木等将其卡持住,然后伸缩架30滑动伸出至架体2左右两侧,再通过升降机构32将作业平台31提升至合适高度,当使用完成后,可降低作业平台31的高度,使其位于所述伸缩架30内,伸缩架30再反向运动,回缩至架体2内。When using the above-mentioned retractable construction platform, first slide the frame body 2 to a suitable position on the guide rail 10, and then use sleepers to hold it, and then the telescopic frame 30 slides out to the left and right sides of the frame body 2, and then passes through The lifting mechanism 32 lifts the working platform 31 to a suitable height. After the use is completed, the height of the working platform 31 can be lowered so that it is located in the telescopic frame 30. The telescopic frame 30 then moves in the opposite direction and retracts into the frame body 2. .

本实施例的可伸缩式施工平台中作业平台31可沿导轨10方向移动,且可沿垂直于导轨10的方向伸缩移动,使得作业人员的施工范围很广,无需重复挂设或拆卸,只需移动即可对不同位置分布的节点板进行栓焊,施工效率高,节省人力物力,而且,与普通上下拼装的桁架结构相比,本申请的作业平台可伸出至架体外侧,使得操作空间大,便于施工作业。In the retractable construction platform of this embodiment, the working platform 31 can move along the direction of the guide rail 10, and can telescopically move in the direction perpendicular to the guide rail 10, so that the workers can have a wide construction range without repeated installation or disassembly. The gusset plates distributed in different positions can be bolted and welded by moving, which has high construction efficiency and saves manpower and material resources. Moreover, compared with the ordinary truss structure assembled up and down, the working platform of this application can be extended to the outside of the frame, making the operation space more Large, convenient for construction operations.

本发明不局限于上述实施方式,对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也视为本发明的保护范围之内。本说明书中未作详细描述的内容属于本领域专业技术人员公知的现有技术。The present invention is not limited to the above embodiments. For those of ordinary skill in the art, several improvements and modifications can be made without departing from the principles of the present invention. These improvements and modifications are also regarded as the protection of the present invention. within the range. Contents not described in detail in this specification belong to the prior art known to those skilled in the art.

Claims (7)

1. A bridge having a telescoping work platform mounted thereto, the telescoping work platform comprising:
a track (1) comprising at least two guide rails (10) arranged side by side;
the frame body (2) is arranged on the two guide rails (10) in a sliding mode, and the frame body (2) comprises a first bracket (20) and a second bracket (21) which are distributed up and down;
the telescopic assembly (3) comprises a horizontally arranged telescopic frame (30) and an operation platform (31) arranged on the telescopic frame (30), the telescopic frame (30) is slidably arranged on the frame body (2), and the telescopic frame (30) can horizontally move along the direction perpendicular to the guide rail (10);
the two ends of the telescopic frame (30) along the moving direction are respectively provided with a limit stop block (302) used for limiting the moving range of the telescopic frame (30), the projections of the two limit stop blocks (302) on the guide rail (10) are separated by a certain distance, the right side of the limit stop block (302) positioned at the leftmost side of the second bracket (21) is correspondingly provided with a bump, when the telescopic frame (30) moves from left to right to a set position, the limit stop block (302) is abutted against the bump, so that the limit position of the telescopic frame (30) moving from left to right is limited, the left side of the limit stop block (302) positioned at the rightmost side of the second bracket (21) is correspondingly provided with a bump, and when the telescopic frame (30) moves from right to left to the set position, the limit stop block (302) is abutted against the bump, so that the limit position of the telescopic frame (30) moving from right to left is limited;
the bridge comprises:
the guide rails (10) are arranged on one longitudinal beam (5);
the longitudinal beam (5) comprises an upper flange plate (50), a supporting device (6) is arranged between the upper flange plate (50) and the guide rail (10), the supporting device (6) comprises a first plate (60) arranged above the upper flange plate (50), two second plates (61) arranged below the upper flange plate (50) and two third plates (62) respectively arranged on two sides of the upper flange plate (50), the two second plates (61) and the third plates (62) are respectively arranged at two ends of the first plate (60), the second plates (61) are sequentially connected with the third plates (62) and the first plates (60) from bottom to top, a containing cavity is formed by combining side walls in the first plates (60), the second plates (61) and the third plates (62), and the upper flange plate (50) is clamped in the containing cavity.
2. The bridge of claim 1, wherein: at least four running wheels (4) are arranged at the bottom of the first support (20), and the first support (20) is arranged on the guide rail (10) in a sliding mode through the running wheels (4).
3. The bridge of claim 1, wherein: the second support (21) and the telescopic frame (30) are of frame structures, and the telescopic frame (30) is slidably sleeved in the second support (21).
4. A bridge according to claim 3, wherein: the bottom of the expansion bracket (30) is provided with at least two channel steels (301) which are arranged in parallel, the second bracket (21) is internally provided with roller groups (210) with the same number as the channel steels (301), each roller group (210) comprises a plurality of rollers which are arranged in parallel, and the channel steels (301) are correspondingly arranged on one roller group (210).
5. A bridge according to claim 3, wherein: two inner sides of the second bracket (21) are provided with a plurality of limiting angle steels (211) for limiting the horizontal position of the telescopic frame (30).
6. The bridge of claim 1, wherein: the telescopic assembly (3) further comprises a lifting mechanism (32) which can stretch up and down, the lifting mechanism (32) is arranged on the telescopic frame (30) in a sliding mode, and the operation platform (31) is arranged at the top of the lifting mechanism (32).
7. The bridge of claim 1, wherein: two telescopic components (3) which are arranged side by side are arranged on the frame body (2).
CN201711013460.8A 2017-10-26 2017-10-26 Bridge provided with telescopic construction platform Active CN107858924B (en)

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CN113044609A (en) * 2020-06-09 2021-06-29 上海市机电设计研究院有限公司 Nested telescopic closing device for open-air storage yard

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2893339B1 (en) * 1998-05-18 1999-05-17 鹿島建設株式会社 Perimeter scaffold of building
CN202144438U (en) * 2011-05-18 2012-02-15 无锡吊蓝机械制造有限公司 Telescopic hanging basket
CN103663300A (en) * 2012-09-02 2014-03-26 江苏雄宇重工科技股份有限公司 Track type telescopic hanging basket special for bridge
CN204803762U (en) * 2015-05-31 2015-11-25 中铁十八局集团轨道交通工程有限公司 Bridge stand construction operation platform
CN206109992U (en) * 2016-10-20 2017-04-19 浙江兴土桥梁专用装备制造有限公司 Bridge bottom surface construction platform
CN206233102U (en) * 2016-12-06 2017-06-09 河南省公路工程局集团有限公司 A kind of packaged type faces side operation work platform
CN206352261U (en) * 2016-11-16 2017-07-25 张驰 A kind of bridge construction aerial work platform
CN207672433U (en) * 2017-10-26 2018-07-31 中铁大桥局集团第八工程有限公司 Extension type operation platform and the bridge for being equipped with the operation platform

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2893339B1 (en) * 1998-05-18 1999-05-17 鹿島建設株式会社 Perimeter scaffold of building
CN202144438U (en) * 2011-05-18 2012-02-15 无锡吊蓝机械制造有限公司 Telescopic hanging basket
CN103663300A (en) * 2012-09-02 2014-03-26 江苏雄宇重工科技股份有限公司 Track type telescopic hanging basket special for bridge
CN204803762U (en) * 2015-05-31 2015-11-25 中铁十八局集团轨道交通工程有限公司 Bridge stand construction operation platform
CN206109992U (en) * 2016-10-20 2017-04-19 浙江兴土桥梁专用装备制造有限公司 Bridge bottom surface construction platform
CN206352261U (en) * 2016-11-16 2017-07-25 张驰 A kind of bridge construction aerial work platform
CN206233102U (en) * 2016-12-06 2017-06-09 河南省公路工程局集团有限公司 A kind of packaged type faces side operation work platform
CN207672433U (en) * 2017-10-26 2018-07-31 中铁大桥局集团第八工程有限公司 Extension type operation platform and the bridge for being equipped with the operation platform

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