CN108951426A - It is a kind of for setting up the support device and construction system of eminence steel girder segment - Google Patents

It is a kind of for setting up the support device and construction system of eminence steel girder segment Download PDF

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Publication number
CN108951426A
CN108951426A CN201810797135.3A CN201810797135A CN108951426A CN 108951426 A CN108951426 A CN 108951426A CN 201810797135 A CN201810797135 A CN 201810797135A CN 108951426 A CN108951426 A CN 108951426A
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China
Prior art keywords
steel beam
frame body
guide rail
height
support
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CN201810797135.3A
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Chinese (zh)
Inventor
缪玉卢
刘幸福
康宇飞
任引亮
王念
刘爱林
王令侠
李旭
刘俊
刁新国
田欢
刘国松
蓝海涛
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FORTH ENGINEERING OF ZHONGTIE BRIDGE BUREAU CO LTD
China Railway Major Bridge Engineering Group Co Ltd MBEC
4th Engineering Co Ltd of MBEC
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FORTH ENGINEERING OF ZHONGTIE BRIDGE BUREAU CO LTD
China Railway Major Bridge Engineering Group Co Ltd MBEC
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Priority to CN201810797135.3A priority Critical patent/CN108951426A/en
Publication of CN108951426A publication Critical patent/CN108951426A/en
Pending legal-status Critical Current

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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 invention discloses a kind of for setting up the support device and construction system of eminence steel girder segment, is related to bridge girder steel technical field of construction.The device includes guide rail and the frame body that is set on the guide rail, the frame body includes the bracket with preset height, the bracket includes at least three support columns, and the support column is equipped with the base of preset height, and the support column bottom is equipped with adjustment device, the adjustment device is used to adjust height and the position of the corresponding support column.The former work for needing a large amount of high-altitude applications is transferred to ground, ensure that work progress is more safe and reliable by the construction system of the device and steel girder segment proposed by the present invention for being used to set up eminence steel girder segment.

Description

一种用于架设高处钢梁节段的支撑装置及施工系统A support device and construction system for erecting high-altitude steel beam segments

技术领域technical field

本发明涉及桥梁钢梁施工技术领域,具体涉及一种用于架设高处钢梁节段的支撑装置及施工系统。The invention relates to the technical field of bridge steel girder construction, in particular to a support device and a construction system for erecting high-place steel girder segments.

背景技术Background technique

我们知道,桥梁等大跨度结构中常采用钢梁结构,目前,大节段变高度钢梁架设通长采用搭设固定支架、安装轨道、使用运梁台车等一系列措施进行架设施工,支架投入大,运梁车结构复杂、费用高,且架设过程均为高空作业,施工难度大、风险高,施工质量难以控制的同时,施工效率减慢,最重要的是还会给作业人员带来极大地不便和安全隐患。We know that steel girder structures are often used in bridges and other long-span structures. At present, a series of measures such as erecting fixed brackets, installing tracks, and using girder trolleys are used to erect large-segment variable-height steel girders. , the structure of the beam transporter is complex, the cost is high, and the erection process is all high-altitude operations, the construction is difficult, the risk is high, and the construction quality is difficult to control. At the same time, the construction efficiency slows down, and most importantly, it will bring great harm to the operators inconvenience and safety hazard.

因此,应尽量将作业面转移到低空或者地面进行,以减少高空作业的工作量。本发明提出一种用于架设高处钢梁节段的装置及施工系统,此装置的使用可大大减少支架搭设工程量,节省运梁车,具有投入小、操作简单、架设过程安全平稳,可大大节省工期及成本。Therefore, the work surface should be transferred to low altitude or on the ground as far as possible to reduce the workload of high-altitude operations. The present invention proposes a device and construction system for erecting steel beam segments at high places. The use of this device can greatly reduce the amount of support erection work and save beam trucks. It has the advantages of small investment, simple operation, safe and stable erection process, and Greatly save time and cost.

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用于架设高处钢梁节段的支撑装置及施工系统,将原需大量高空操作的工作转移至地面,使施工更加安全可靠,操作简单,提高工作效率。In view of the defects existing in the prior art, the object of the present invention is to provide a support device and construction system for erecting steel beam segments at high places, which transfers the work that originally required a large number of high-altitude operations to the ground, making the construction safer and more reliable , easy to operate and improve work efficiency.

为达到以上目的,本发明采取的技术方案是:For achieving above object, the technical scheme that the present invention takes is:

导轨;guide;

设置于所述导轨上的架体,所述架体包括具有预设高度的支架,所述支架包括至少三个支撑柱,且所述支撑柱上设有预设高度的垫座,且所述支撑柱底部设有调整装置;The frame body arranged on the guide rail, the frame body includes a bracket with a preset height, the bracket includes at least three support columns, and a pedestal with a preset height is provided on the support columns, and the There is an adjustment device at the bottom of the support column;

所述调整装置用于调节与其对应所述支撑柱的高度和位置。The adjusting device is used for adjusting the height and position of the corresponding supporting column.

在上述技术方案的基础结构上,所述调整装置为三向千斤顶,所述调整装置包括高度调整架和纵横向调整架,所述高度调整架用于调节与其对应所述支撑柱的高度,所述纵横向调整架用于调节与其对应所述支撑柱的纵横向的水平位置。In the basic structure of the above technical solution, the adjustment device is a three-way jack, and the adjustment device includes a height adjustment frame and a vertical and horizontal adjustment frame, and the height adjustment frame is used to adjust the height of the supporting column corresponding to it, so The vertical and horizontal adjustment frame is used to adjust the vertical and horizontal horizontal positions of the supporting columns corresponding to it.

在上述技术方案的基础结构上,还包括牵引系统,其包括连接座和牵拉装置,所述连接座设置于其中一所述支撑柱的一侧底部,所述连接座通过钢绞线与所述牵拉装置连接,所述架体在所述牵引系统的牵引下在所述导轨上移动。The basic structure of the above technical solution also includes a traction system, which includes a connecting seat and a pulling device, the connecting seat is arranged at the bottom of one side of the support column, and the connecting seat is connected to the The pulling device is connected, and the frame moves on the guide rail under the pulling of the pulling system.

在上述技术方案的基础结构上,所述牵拉装置包括反力座和抵持于所述反力座上的连续千斤顶,所述连续千斤顶通过所述钢绞线与连接座相连。In the basic structure of the above technical solution, the pulling device includes a reaction force seat and a continuous jack supported on the reaction force seat, and the continuous jack is connected to the connection seat through the steel strand.

在上述技术方案的基础结构上,所述支架为长方体或正方体。In the basic structure of the above technical solution, the support is a cuboid or a cube.

在上述技术方案的基础结构上,所述牵引系统对所述架体沿所述导轨方向的定位偏差小于2cm。Based on the basic structure of the above technical solution, the positioning deviation of the traction system for the frame along the direction of the guide rail is less than 2cm.

本发明还提供一种钢梁节段施工系统,包括:The present invention also provides a steel beam section construction system, including:

基础结构;basic structure;

设置于所述基础结构上的架体,所述架体包括具有预定高度的支架,所述支架的底部与所述基础结构间隔一定的距离,所述支架包括至少三个支撑柱,且所述支撑柱上设有预设高度的垫座,所述支撑柱的底部设有调整装置,所述调整装置用于调节与其对应所述支撑柱的高度和位置;A frame body arranged on the basic structure, the frame body includes a bracket with a predetermined height, the bottom of the bracket is spaced from the basic structure at a certain distance, the bracket includes at least three support columns, and the A pedestal with a preset height is provided on the support column, and an adjustment device is provided at the bottom of the support column, and the adjustment device is used to adjust the height and position of the corresponding support column;

架设于所述垫座上的钢梁节段,所述调整装置通过调节与其对应所述支撑柱的高度和位置,辅助所述钢梁节段移动到预定位置。For the steel beam segment erected on the pedestal, the adjusting device assists the steel beam segment to move to a predetermined position by adjusting the height and position of the supporting column corresponding thereto.

在上述技术方案的基础结构上,所述基础结构上设有导轨,所述架体设置于所述导轨上。In the basic structure of the above technical solution, the basic structure is provided with guide rails, and the frame is arranged on the guide rails.

在上述技术方案的基础结构上,还包括牵引系统,其包括连接座和牵拉装置,所述连接座设置于其中一所述支撑柱的一侧底部,所述连接座通过钢绞线与所述牵拉装置连接,所述牵拉装置设于所述导轨上,所述牵引系统用于牵引所述架体在所述导轨上移动。The basic structure of the above technical solution also includes a traction system, which includes a connecting seat and a pulling device, the connecting seat is arranged at the bottom of one side of the support column, and the connecting seat is connected to the The pulling device is connected, the pulling device is arranged on the guide rail, and the pulling system is used to pull the frame body to move on the guide rail.

在上述技术方案的基础结构上,所述牵拉装置包括反力座和抵持于所述反力座上的连续千斤顶,所述连续千斤顶通过所述钢绞线与连接座相连。In the basic structure of the above technical solution, the pulling device includes a reaction force seat and a continuous jack supported on the reaction force seat, and the continuous jack is connected to the connection seat through the steel strand.

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

本发明通过提供一种用于架设高处钢梁节段的支撑装置及施工系统,将钢梁节段通过支撑装置移动至指定的位置,解决了传统施工时搭设固定支架或使用运梁车等一系列措施,针对不同尺寸的钢梁节段,支撑装置以及位于其顶部的垫座均为预定高度,先通过牵引系统将架体沿导轨的方向上移动,大致定位后,再利用调整装置辅助架体调节放置在垫座上的钢梁节段的高度及纵横向的水平位置,将作业平台从高空转移至低空甚至地面,大大降低了施工作业中的难度和危险性,加快了施工的效率,保障了施工的质量。The present invention provides a support device and a construction system for erecting steel beam sections at high places, and moves the steel beam sections to a designated position through the support device, which solves the problem of erecting fixed supports or using beam trucks during traditional construction. A series of measures, for steel beam segments of different sizes, the supporting device and the pedestal at the top are all at predetermined heights, first move the frame body along the direction of the guide rail through the traction system, and after roughly positioning, use the adjustment device to assist The frame body adjusts the height of the steel beam segments placed on the pedestal and the vertical and horizontal horizontal positions, and transfers the working platform from high altitude to low altitude or even the ground, which greatly reduces the difficulty and danger of construction operations and speeds up the efficiency of construction , to ensure the quality of construction.

附图说明Description of drawings

图1为本发明实施例中用于架设高处钢梁节段的支撑装置的结构示意图;Fig. 1 is the structural schematic diagram of the supporting device for erecting high place steel beam section in the embodiment of the present invention;

图2为本发明实施例中用于架设高处钢梁节段的支撑装置的侧视图;Fig. 2 is the side view of the supporting device for erecting the high place steel beam section in the embodiment of the present invention;

图3为本发明实施例中用于架设高处钢梁节段的支撑装置的牵引系统的结构示意图;Fig. 3 is the structure schematic diagram of the traction system for erecting the support device of the high place steel beam section in the embodiment of the present invention;

图4为本发明实施例中用于架设高处钢梁节段的支撑装置的调整装置的结构示意图。Fig. 4 is a structural schematic diagram of an adjusting device for erecting a supporting device of a high steel beam segment in an embodiment of the present invention.

图中:1-导轨,2-架体,20-支架,200-支撑柱,21-垫座,3-调整装置,4-牵引系统,40-连接座,41-牵拉装置,410-反力座,411-连续千斤顶,42-钢绞线,5-基础结构,6-钢梁节段。In the figure: 1-rail, 2-frame, 20-bracket, 200-support column, 21-pedestal, 3-adjustment device, 4-traction system, 40-connecting seat, 41-pulling device, 410-reverse Power base, 411-continuous jack, 42-steel strand, 5-basic structure, 6-steel beam segment.

具体实施方式Detailed ways

以下结合附图对本发明的实施例作进一步详细说明。Embodiments of the present invention will be described in further detail below in conjunction with the accompanying drawings.

参见图1所示,本发明提供一种用于架设高处钢梁节段的支撑装置,该装置包括导轨1和设置于导轨1上的架体2,导轨1设置于处理好的基础结构5上,导轨1由双拼工字钢组成,通过锚固钢筋锚固于基础结构5上,其中,布设要求任意断面的左右导轨1的高程差小于2mm,且保持纵向顺直,接头无错台,确保架体2在导轨1上能平稳滑动。将导轨1精调设置好之后,由于基础结构5的表面不平,导轨1的底部与基础结构5的表面之间存在缝隙,为了保证导轨1的稳定性,在导轨1与基础结构5之间灌注高强度的砂浆,将间隙填满,保证架体2在导轨1上移动时的稳定性。为了保证架体2在导轨1滑动过程中的安全性以及方向稳定性,当架体2放置在导轨1上后,在架体1底部接触导轨1处的两侧对称设有可拆卸的保险扣,保险扣与导轨1两侧相接触,与基础结构5具有一定距离。为了保证滑动过程中的摩擦力尽量小,在保险扣与导轨相接触的那一面上涂有助滑层。Referring to Fig. 1, the present invention provides a support device for erecting high-place steel girder segments, the device includes a guide rail 1 and a frame body 2 arranged on the guide rail 1, and the guide rail 1 is arranged on a processed foundation structure 5 Above, the guide rail 1 is composed of double I-beams, which are anchored to the basic structure 5 through anchoring steel bars. Among them, the layout requires that the elevation difference between the left and right guide rails 1 of any cross-section is less than 2mm, and the vertical direction is kept straight, and the joints are free from mistakes. The frame body 2 can slide smoothly on the guide rail 1. After the guide rail 1 is finely adjusted and set, due to the uneven surface of the base structure 5, there is a gap between the bottom of the guide rail 1 and the surface of the base structure 5. In order to ensure the stability of the guide rail 1, pour between the guide rail 1 and the base structure 5 The high-strength mortar fills the gap to ensure the stability of the frame body 2 when it moves on the guide rail 1. In order to ensure the safety and directional stability of the frame body 2 during the sliding process of the guide rail 1, when the frame body 2 is placed on the guide rail 1, a detachable safety buckle is symmetrically provided on both sides of the bottom of the frame body 1 where it contacts the guide rail 1 , the safety buckle is in contact with both sides of the guide rail 1 and has a certain distance from the basic structure 5 . In order to ensure that the frictional force during the sliding process is as small as possible, a slip-promoting layer is coated on the side where the safety buckle is in contact with the guide rail.

参见图1-图2所示,架体2包括具有预设高度的支架20,这里的预设高度与钢梁节段6的实际预设位置相对应,支架20的预设高度略小于钢梁节段6的实际预设位置。支架20包括至少三根竖直的支撑柱200,三根支撑柱200能构成一稳定支撑面,支撑柱200上设有预设高度的垫座21,垫座21用于放置钢梁节段6,钢梁节段6通过螺栓与垫座21固定。由于大部分钢梁节段6的两侧厚度不同,为了保证放置于垫座21上的钢梁节段6的顶面处于同一水平面,因此,架设相应钢梁节段6的垫座21高度会根据实际钢梁节段6两端的厚度来设定,若放置在一侧垫座21的钢梁节段6较薄,则这一侧垫座21比另一侧对应较厚一端钢梁节段6的垫座21高。为了确保支架20的稳定性,这里支撑柱200优选为四根,每一根支撑柱200的端部均通过横向的支撑杆彼此相连,支架20为长方体或正方体,保证支架20有良好的结构稳定性。考虑到在施工时支架20的横跨范围很大,放置在支架20上的钢梁节段6具有一定的重量,为了进一步加固支架20的稳定性,在支架20面积最大的侧面的对角线上设有斜支撑杆,以确保支架20使用时的稳固性。Referring to Figures 1-2, the frame body 2 includes a bracket 20 with a preset height, where the preset height corresponds to the actual preset position of the steel beam segment 6, and the preset height of the bracket 20 is slightly smaller than the steel beam Actual preset position of segment 6. The support 20 includes at least three vertical support columns 200, the three support columns 200 can form a stable support surface, the support columns 200 are provided with a pedestal 21 with a preset height, and the pedestal 21 is used to place the steel beam segment 6, steel The beam segment 6 is fixed to the pad 21 by bolts. Since most of the steel beam sections 6 have different thicknesses on both sides, in order to ensure that the top surfaces of the steel beam sections 6 placed on the pedestal 21 are at the same level, the height of the pedestal 21 on which the corresponding steel beam section 6 is erected will be Set according to the thickness of the two ends of the actual steel beam segment 6, if the steel beam segment 6 placed on the pedestal 21 on one side is thinner, the pedestal 21 on this side is thicker than the corresponding steel beam segment on the other side The pedestal of 6 is 21 high. In order to ensure the stability of the support 20, here there are preferably four support columns 200, and the ends of each support column 200 are connected to each other by a transverse support rod, and the support 20 is a cuboid or a cube to ensure that the support 20 has good structural stability. sex. Considering that the spanning range of the support 20 is very large during construction, and the steel beam segment 6 placed on the support 20 has a certain weight, in order to further strengthen the stability of the support 20, the diagonal line of the side with the largest area of the support 20 An oblique support rod is provided on the top to ensure the stability of the bracket 20 in use.

参见图3所示,还包括牵引系统4,牵引系统4主要用于将放置有钢梁节段6的架体2整体沿导轨1牵引移动至预定的大概位置。牵引系统4包括连接座40和牵拉装置41,连接座40设置于其中一支撑柱200的一侧底部,与支撑柱200固定连接,连接座40通过钢绞线42与牵拉装置41连接,牵拉装置41通过钢绞线42拉动整个架体2,使放置有钢梁节段6的架体2在牵引力的作用下在导轨1上随意移动。牵拉装置41可以为任一合适的牵拉设备,这里牵拉装置41优选包括反力座410以及抵持于反力座410上的连续千斤顶411,连续千斤顶411通过钢绞线42与连接座40相连。在牵引架体2时,先将反力座410固定在导轨1上,连续千斤顶411抵持于反力座410上,启动牵拉装置41上带有显示屏的控制柜,控制柜能控制连续千斤顶411在一定距离内实现自动牵引,通过收拢钢绞线42,将架体2沿导轨1往靠近反力座410的方向牵引。由于基础结构5的长度较长,钢梁节段6需要移动较大的距离才能到达预定位置,而钢绞绳42的长度有限,因此反力座410可拆卸,在牵引完一段距离后,将反力座410从导轨1上拆除,然后在导轨1上新的位置固定后,重复以上的牵拉步骤,直到达到预定位置,牵引结束。另外,显示屏会显示架体2的移动距离,便于操作人员更精准的控制,牵引系统4对架体2沿所述导轨1方向的定位偏差小于2cm,能较准确的将架体2移动至预定位置,保证施工质量。As shown in FIG. 3 , it also includes a traction system 4 , which is mainly used for pulling and moving the whole frame body 2 on which the steel beam segment 6 is placed along the guide rail 1 to a predetermined approximate position. The traction system 4 includes a connecting seat 40 and a pulling device 41. The connecting seat 40 is arranged at the bottom of one side of the supporting column 200 and is fixedly connected with the supporting column 200. The connecting seat 40 is connected with the pulling device 41 through a steel strand 42. The pulling device 41 pulls the entire frame body 2 through the steel strand 42, so that the frame body 2 placed with the steel beam segment 6 moves freely on the guide rail 1 under the action of traction. The pulling device 41 can be any suitable pulling device, where the pulling device 41 preferably includes a reaction force seat 410 and a continuous jack 411 supported on the reaction force seat 410, and the continuous jack 411 connects the connection seat through the steel strand 42 40 connected. When pulling the frame body 2, first fix the reaction force seat 410 on the guide rail 1, the continuous jack 411 is supported on the reaction force seat 410, and start the control cabinet with a display screen on the pulling device 41. The control cabinet can control the continuous The jack 411 realizes automatic traction within a certain distance, and pulls the frame body 2 along the guide rail 1 toward the direction close to the reaction force seat 410 by gathering the steel strand 42 . Due to the long length of the basic structure 5, the steel beam section 6 needs to move a large distance to reach the predetermined position, and the length of the steel strand rope 42 is limited, so the reaction force seat 410 is detachable, and after pulling a certain distance, it will The reaction seat 410 is removed from the guide rail 1, and then fixed at a new position on the guide rail 1, the above pulling steps are repeated until reaching a predetermined position, and the pulling ends. In addition, the display screen will display the moving distance of the frame body 2, which is convenient for the operator to control more accurately. The positioning deviation of the traction system 4 for the frame body 2 along the direction of the guide rail 1 is less than 2 cm, and the frame body 2 can be moved more accurately. Book a location to ensure construction quality.

参见图4所示,由于钢梁节段6在对接架设的过程中,对于精度的要求非常高,为了更加精确的调整钢梁节段6的位置,在每一支撑柱200底部设有调整装置3。架体2设置在导轨1上,保证架体2底部与基础结构5具有一定的间距,调整装置3则刚好位于支撑柱200底部与基础结构5的间距内,调整装置3用于调节与其对应支撑柱200的高度和位置。这里调整装置3优选为三向千斤顶,三向千斤顶包括高度调整架和纵横向调整架,高度调整架用于调节与其对应支撑柱200的准确高度,纵横向调整架则用于调节与其对应支撑柱200的纵横向的水平位置,高度调整架和纵横向调整架的定位偏差均小于2cm,能在牵引装置将架体2移动至预定位置后,对钢梁节段6进行更为准确的位置调节,很好的保障了施工的质量和效率,大大减少了高空作业的作业量,将高空作业转移至低处,加快了施工效率的同时,保证了施工的质量,更确保了施工人员的安全。Referring to Fig. 4, since the steel beam segment 6 has very high precision requirements during the butt erection process, in order to adjust the position of the steel beam segment 6 more accurately, an adjustment device is provided at the bottom of each support column 200 3. The frame body 2 is arranged on the guide rail 1 to ensure that there is a certain distance between the bottom of the frame body 2 and the basic structure 5, and the adjustment device 3 is just located within the distance between the bottom of the support column 200 and the basic structure 5, and the adjustment device 3 is used to adjust the corresponding support Height and position of column 200. Here the adjustment device 3 is preferably a three-way jack. The three-way jack includes a height adjustment frame and a vertical and horizontal adjustment frame. The vertical and horizontal horizontal position of 200, the positioning deviation of the height adjustment frame and the vertical and horizontal adjustment frame are all less than 2cm, and the steel beam segment 6 can be adjusted more accurately after the traction device moves the frame body 2 to the predetermined position , It guarantees the quality and efficiency of construction very well, greatly reduces the workload of high-altitude operations, transfers high-altitude operations to low places, speeds up construction efficiency, ensures the quality of construction, and ensures the safety of construction personnel.

进一步的,本支撑装置适用于与其对应尺寸的钢梁节段6的架设,可重复使用,相比于传统的架设方式,该装置减少了施工成本,降低了施工风险,提高施工质量的同时加快了施工的效率。Furthermore, this supporting device is suitable for erecting steel beam segments 6 of corresponding size, and can be used repeatedly. Compared with traditional erecting methods, this device reduces construction costs, reduces construction risks, improves construction quality and speeds up improved construction efficiency.

本发明还提供一种钢梁节段施工系统,该系统包括:The present invention also provides a steel beam section construction system, which includes:

基础结构5和钢梁节段6,基础结构5的作用是用于承受位于其上部的钢梁节段6结构传来的全部荷载,并将这一部分荷载传递给地基,为了后续的安全和正常使用,这里要求基础结构要有足够的强度、刚度和整体稳定性,使其不产生过大的水平变位或不均匀沉降,给位于其上方的钢梁节段6良好的支撑。The foundation structure 5 and the steel beam section 6, the function of the foundation structure 5 is to bear all the loads from the steel beam section 6 structure located on its upper part, and transfer this part of the load to the foundation, for the follow-up safety and normal In use, the foundation structure is required to have sufficient strength, stiffness and overall stability so that it does not produce excessive horizontal displacement or uneven settlement, and provides good support for the steel beam segment 6 above it.

参见图1-图2所示,还包括设置于所述基础结构5上的架体2,架体2包括具有预设高度的支架20,这里的预设高度与钢梁节段6的实际预设位置相对应,支架20的预设高度略小于钢梁节段6的实际预设位置。支架20包括至少三根竖直的支撑柱200,三根支撑柱200能构成一稳定支撑面,支撑柱200上设有预设高度的垫座21,垫座21上放置有钢梁节段6,钢梁节段6通过螺栓与垫座21固定。由于大部分钢梁节段6的两侧厚度不同,为了保证放置于垫座21上的钢梁节段6的顶面处于同一水平面,因此,架设相应钢梁节段6的垫座21高度会根据实际钢梁节段6两端的厚度来设定,若放置在一侧垫座21的钢梁节段6较薄,则这一侧垫座21比另一侧对应较厚一端钢梁节段6的垫座21高。为了确保支架20的稳定性,这里支撑柱200优选为四根,每一根支撑柱200的端部均通过横向的支撑杆彼此相连,支架20为长方体或正方体,保证支架20有良好的结构稳定性。考虑到在施工时支架20的横跨范围很大,放置在支架20上的钢梁节段6具有一定的重量,为了进一步加固支架20的稳定性,在支架20面积最大的侧面的对角线上设有斜支撑杆,以确保支架20使用时的稳固性。Referring to Fig. 1-shown in Fig. 2, it also includes a frame body 2 arranged on the base structure 5, the frame body 2 includes a bracket 20 with a preset height, and the preset height here is the same as the actual preset height of the steel beam segment 6 Correspondingly, the preset height of the bracket 20 is slightly smaller than the actual preset position of the steel beam segment 6 . The support 20 includes at least three vertical support columns 200, the three support columns 200 can form a stable support surface, the support columns 200 are provided with a pedestal 21 of preset height, and the pedestal 21 is placed with steel beam segments 6, steel The beam segment 6 is fixed to the pad 21 by bolts. Since most of the steel beam sections 6 have different thicknesses on both sides, in order to ensure that the top surfaces of the steel beam sections 6 placed on the pedestal 21 are at the same level, the height of the pedestal 21 on which the corresponding steel beam section 6 is erected will be Set according to the thickness of the two ends of the actual steel beam segment 6, if the steel beam segment 6 placed on the pedestal 21 on one side is thinner, the pedestal 21 on this side is thicker than the corresponding steel beam segment on the other side The pedestal of 6 is 21 high. In order to ensure the stability of the support 20, here there are preferably four support columns 200, and the ends of each support column 200 are connected to each other by a transverse support rod, and the support 20 is a cuboid or a cube to ensure that the support 20 has good structural stability. sex. Considering that the spanning range of the support 20 is very large during construction, and the steel beam segment 6 placed on the support 20 has a certain weight, in order to further strengthen the stability of the support 20, the diagonal line of the side with the largest area of the support 20 An oblique support rod is provided on the top to ensure the stability of the bracket 20 in use.

参见图3所示,由于基础结构5的跨度往往很大,将钢梁节段6通过架体2放置至指定位置时需要移动较长一段距离,为了方便在基础结构5上移动放置有钢梁节段6的架体2,在基础结构5上沿架设方向设置导轨1,架体2则设置于导轨1上,还设有牵引系统4,牵引系统4用于牵引架体2在导轨1上移动。这里导轨1由双拼工字钢组成,通过锚固钢筋锚固于基础结构5上,其中,布设要求任意断面的左右导轨1的高程差小于2mm,且保持纵向顺直,接头无错台,确保架体2在导轨1上能平稳滑动。将导轨1精调设置好之后,由于基础结构5的表面不平,导轨1的底部与基础结构5的表面之间存在缝隙,为了保证导轨1的稳定性,在导轨1与基础结构5之间灌注高强度的砂浆,将间隙填满,保证架体2在导轨1上移动时的稳定性。为了保证架体2在导轨1滑动过程中的安全性以及方向稳定性,当架体2放置在导轨1上后,在架体1底部接触导轨1处的两侧对称设有可拆卸的保险扣,保险扣与导轨1两侧相接触,与基础结构5具有一定距离。为了保证滑动过程中的摩擦力尽量小,在保险扣与导轨相接触的那一面上涂有助滑层。As shown in Figure 3, since the span of the foundation structure 5 is often very large, when the steel beam segment 6 is placed to the designated position through the frame body 2, it needs to move a long distance. In order to facilitate the movement of the foundation structure 5, a steel beam The frame body 2 of the segment 6 is provided with a guide rail 1 along the erection direction on the basic structure 5, and the frame body 2 is arranged on the guide rail 1, and a traction system 4 is also provided, and the traction system 4 is used to pull the frame body 2 on the guide rail 1 move. Here, the guide rail 1 is composed of double I-beams, which are anchored to the basic structure 5 through anchoring steel bars. Among them, the layout requires that the elevation difference between the left and right guide rails 1 of any section is less than 2mm, and the vertical direction should be kept straight, and the joints should be free of errors, ensuring that the frame The body 2 can slide smoothly on the guide rail 1. After the guide rail 1 is finely adjusted and set, due to the uneven surface of the base structure 5, there is a gap between the bottom of the guide rail 1 and the surface of the base structure 5. In order to ensure the stability of the guide rail 1, pour between the guide rail 1 and the base structure 5 The high-strength mortar fills the gap to ensure the stability of the frame body 2 when it moves on the guide rail 1. In order to ensure the safety and directional stability of the frame body 2 during the sliding process of the guide rail 1, when the frame body 2 is placed on the guide rail 1, a detachable safety buckle is symmetrically provided on both sides of the bottom of the frame body 1 where it contacts the guide rail 1 , the safety buckle is in contact with both sides of the guide rail 1 and has a certain distance from the basic structure 5 . In order to ensure that the frictional force during the sliding process is as small as possible, a slip-promoting layer is coated on the side where the safety buckle is in contact with the guide rail.

参见图3所示,牵引系统4包括连接座40和牵拉装置41,连接座40设置于其中一支撑柱200的一侧底部,与支撑柱200固定连接,连接座40通过钢绞线42与牵拉装置41连接,牵拉装置41通过钢绞线42拉动整个架体2,使放置有钢梁节段6的架体2在牵引力的作用下在导轨1上随意移动。牵拉装置41可以为任一合适的牵拉设备,这里牵拉装置41优选包括反力座410以及抵持于反力座410上的连续千斤顶411,连续千斤顶411通过钢绞线42与连接座40相连。在牵引架体2时,先将反力座410固定在导轨1上,连续千斤顶411抵持于反力座410上,启动牵拉装置41上带有显示屏的控制柜,控制柜能控制连续千斤顶411在一定距离内实现自动牵引,通过收拢钢绞线42,将架体2沿导轨1往靠近反力座410的方向牵引。由于基础结构5的长度较长,钢梁节段6需要移动较大的距离才能到达预定位置,而钢绞绳42的长度有限,因此反力座410可拆卸,在牵引完一段距离后,将反力座410从导轨1上拆除,然后在导轨1上新的位置固定后,重复以上的牵拉步骤,直到达到预定位置,牵引结束。另外,显示屏会显示架体2的移动距离,便于操作人员更精准的控制,牵引系统4对架体2沿所述导轨1方向的定位偏差小于2cm,能较准确的将架体2移动至预定位置,保证施工质量。3, the traction system 4 includes a connecting seat 40 and a pulling device 41. The connecting seat 40 is arranged at the bottom of one side of the supporting column 200, and is fixedly connected with the supporting column 200. The connecting seat 40 is connected with the steel strand 42 by The pulling device 41 is connected, and the pulling device 41 pulls the entire frame body 2 through the steel strand 42, so that the frame body 2 placed with the steel beam segment 6 moves freely on the guide rail 1 under the action of traction. The pulling device 41 can be any suitable pulling device, where the pulling device 41 preferably includes a reaction force seat 410 and a continuous jack 411 supported on the reaction force seat 410, and the continuous jack 411 connects the connection seat through the steel strand 42 40 connected. When pulling the frame body 2, first fix the reaction force seat 410 on the guide rail 1, the continuous jack 411 is supported on the reaction force seat 410, and start the control cabinet with a display screen on the pulling device 41. The control cabinet can control the continuous The jack 411 realizes automatic traction within a certain distance, and pulls the frame body 2 along the guide rail 1 toward the direction close to the reaction force seat 410 by gathering the steel strand 42 . Due to the long length of the basic structure 5, the steel beam section 6 needs to move a large distance to reach the predetermined position, and the length of the steel strand rope 42 is limited, so the reaction force seat 410 is detachable, and after pulling a certain distance, it will The reaction seat 410 is removed from the guide rail 1, and then fixed at a new position on the guide rail 1, the above pulling steps are repeated until reaching a predetermined position, and the pulling ends. In addition, the display screen will display the moving distance of the frame body 2, which is convenient for the operator to control more accurately. The positioning deviation of the traction system 4 for the frame body 2 along the direction of the guide rail 1 is less than 2 cm, and the frame body 2 can be moved more accurately. Book a location to ensure construction quality.

参见图4所示,由于钢梁节段6在对接架设的过程中,对于精度的要求非常高,为了更加精确的调整钢梁节段6的位置,在每一支撑柱200底部设有调整装置3。架体2设置在导轨1上,保证架体2底部与基础结构5具有一定的间距,调整装置3则刚好位于支撑柱200底部与基础结构5的间距内,调整装置3用于调节与其对应支撑柱200的高度和位置。这里调整装置3优选为三向千斤顶,三向千斤顶包括高度调整架和纵横向调整架,高度调整架用于调节与其对应支撑柱200的准确高度,纵横向调整架则用于调节与其对应支撑柱200的纵横向的水平位置,高度调整架和纵横向调整架的定位偏差均小于2cm,能在牵引系统4将架体2移动至预定位置后,对钢梁节段6进行更为准确的位置调节,很好的保障了施工的质量和效率,大大减少了高空作业的作业量,将高空作业转移至低处,加快了施工效率的同时,保证了施工的质量,更确保了施工人员的安全。Referring to Fig. 4, since the steel beam segment 6 has very high precision requirements during the butt erection process, in order to adjust the position of the steel beam segment 6 more accurately, an adjustment device is provided at the bottom of each support column 200 3. The frame body 2 is arranged on the guide rail 1 to ensure that there is a certain distance between the bottom of the frame body 2 and the basic structure 5, and the adjustment device 3 is just located within the distance between the bottom of the support column 200 and the basic structure 5, and the adjustment device 3 is used to adjust the corresponding support Height and position of column 200. Here the adjustment device 3 is preferably a three-way jack. The three-way jack includes a height adjustment frame and a vertical and horizontal adjustment frame. The vertical and horizontal horizontal position of 200, the positioning deviation of the height adjustment frame and the vertical and horizontal adjustment frame are all less than 2cm, and the steel beam segment 6 can be positioned more accurately after the traction system 4 moves the frame body 2 to the predetermined position The adjustment ensures the quality and efficiency of construction, greatly reduces the workload of high-altitude operations, transfers high-altitude operations to low places, speeds up construction efficiency, ensures the quality of construction, and ensures the safety of construction personnel .

本发明不仅局限于上述最佳实施方式,任何人在本发明的启示下都可得出其他各种形式的产品,但不论在其形状或结构上作任何变化,凡是具有与本发明相同或相近似的技术方案,均在其保护范围之内。The present invention is not limited to the above-mentioned best implementation mode, anyone can draw other various forms of products under the enlightenment of the present invention, but no matter make any changes in its shape or structure, all those with the same or similar features as the present invention Approximate technical solutions are all within the scope of protection.

Claims (10)

1.一种用于架设高处钢梁节段的支撑装置,其用于安装于基础结构上并支撑钢梁节段,其特征在于,其包括:1. A supporting device for erecting high-place steel beam sections, which is used to be installed on the foundation structure and supports the steel beam sections, characterized in that it comprises: 导轨(1);guide rail(1); 设置于所述导轨(1)上的架体(2),所述架体(2)包括具有预设高度的支架(20),所述支架(20)包括至少三根支撑柱(200),且所述支撑柱(200)上设有预设高度的垫座(21),且所述支撑柱(200)底部设有调整装置(3);The frame body (2) arranged on the guide rail (1), the frame body (2) includes a frame (20) with a preset height, the frame (20) includes at least three support columns (200), and A pedestal (21) with a preset height is provided on the support column (200), and an adjustment device (3) is provided at the bottom of the support column (200); 所述调整装置(3)用于调节与其对应所述支撑柱(200)的高度和位置。The adjusting device (3) is used for adjusting the height and position of the supporting column (200) corresponding thereto. 2.如权利要求1所述的一种用于架设高处钢梁节段的装置,其特征在于:所述调整装置(3)为三向千斤顶,所述调整装置(3)包括高度调整架和纵横向调整架,所述高度调整架用于调节与其对应所述支撑柱(200)的高度,所述纵横向调整架用于调节与其对应所述支撑柱(200)的纵横向的水平位置。2. A device for erecting high-place steel beam segments as claimed in claim 1, characterized in that: the adjustment device (3) is a three-way jack, and the adjustment device (3) includes a height adjustment frame and a vertical and horizontal adjustment frame, the height adjustment frame is used to adjust the height of the support column (200) corresponding to it, and the vertical and horizontal adjustment frame is used to adjust the vertical and horizontal horizontal position of the support column (200) corresponding to it . 3.如权利要求1所述的一种用于架设高处钢梁节段的装置,其特征在于:还包括牵引系统(4),其包括连接座(40)和牵拉装置(41),所述连接座(40)设置于其中一所述支撑柱(200)的一侧底部,所述连接座(40)通过钢绞线(42)与所述牵拉装置(41)连接,所述架体(2)在所述牵引系统(4)的牵引下在所述导轨(1)上移动。3. A device for erecting high-place steel beam segments as claimed in claim 1, characterized in that: it also includes a traction system (4), which includes a connecting seat (40) and a pulling device (41), The connecting seat (40) is arranged at the bottom of one side of the support column (200), and the connecting seat (40) is connected with the pulling device (41) through a steel strand (42), the The frame body (2) moves on the guide rail (1) under the traction of the traction system (4). 4.如权利要求3所述的一种用于架设高处钢梁节段的装置,其特征在于:所述牵拉装置(41)包括反力座(410)和抵持于所述反力座(410)上的连续千斤顶(411),所述连续千斤顶(411)通过所述钢绞线(42)与连接座(40)相连。4. A device for erecting high-place steel beam segments as claimed in claim 3, characterized in that: the pulling device (41) includes a reaction force seat (410) and is held against the reaction force The continuous jack (411) on the seat (410), the continuous jack (411) is connected with the connecting seat (40) through the steel strand (42). 5.如权利要求1所述的一种用于架设高处钢梁节段的装置,其特征在于:所述支架(20)为长方体或正方体。5. A device for erecting high-altitude steel beam segments according to claim 1, characterized in that: the support (20) is a cuboid or a cube. 6.如权利要求1所述的一种用于架设高处钢梁节段的装置,其特征在于:所述牵引系统(4)对所述架体(2)沿所述导轨(1)方向的定位偏差小于2cm。6. A device for erecting high-altitude steel beam segments according to claim 1, characterized in that: the traction system (4) is aligned with the frame body (2) along the direction of the guide rail (1) The positioning deviation is less than 2cm. 7.一种钢梁节段施工系统,其特征在于,其包括:7. A steel beam section construction system, characterized in that it comprises: 基础结构(5);infrastructure(5); 设置于所述基础结构(5)上的架体(2),所述架体(2)包括具有预定高度的支架(20),所述支架(20)的底部与所述基础结构(5)间隔一定的距离,所述支架(20)包括至少三个支撑柱(200),且所述支撑柱(200)上设有预设高度的垫座(21),所述支撑柱(200)的底部设有调整装置(3),所述调整装置(3)用于调节与其对应所述支撑柱(200)的高度和位置;The frame body (2) arranged on the basic structure (5), the frame body (2) includes a bracket (20) with a predetermined height, the bottom of the bracket (20) and the basic structure (5) At a certain distance, the bracket (20) includes at least three support columns (200), and the support columns (200) are provided with a pedestal (21) of a preset height, and the support columns (200) An adjustment device (3) is provided at the bottom, and the adjustment device (3) is used to adjust the height and position of the support column (200) corresponding to it; 架设于所述垫座(21)上的钢梁节段(6),所述调整装置(3)通过调节与其对应所述支撑柱(200)的高度和位置,辅助所述钢梁节段(6)移动到预定位置。The steel beam segment (6) erected on the pedestal (21), the adjustment device (3) assists the steel beam segment ( 6) Move to the predetermined position. 8.如权利要求7所述的一种钢梁节段施工系统,其特征在于:所述基础结构(5)上设有导轨(1),所述架体(2)设置于所述导轨(1)上。8. A steel beam section construction system as claimed in claim 7, characterized in that: said basic structure (5) is provided with guide rails (1), and said frame body (2) is arranged on said guide rails ( 1) on. 9.如权利要求8所述的一种钢梁节段施工系统,其特征在于:还包括牵引系统(4),其包括连接座(40)和牵拉装置(41),所述连接座(40)设置于其中一所述支撑柱(200)的一侧底部,所述连接座(40)通过钢绞线(42)与所述牵拉装置(41)连接,所述牵拉装置(41)设于所述导轨(1)上,所述牵引系统(4)用于牵引所述架体(2)在所述导轨(1)上移动。9. A kind of steel beam section construction system as claimed in claim 8, is characterized in that: also comprises traction system (4), and it comprises connecting seat (40) and pulling device (41), and described connecting seat ( 40) It is arranged at the bottom of one side of one of the supporting columns (200), the connecting seat (40) is connected with the pulling device (41) through a steel strand (42), and the pulling device (41 ) is arranged on the guide rail (1), and the traction system (4) is used for pulling the frame body (2) to move on the guide rail (1). 10.如权利要求9所述的一种钢梁节段施工系统,其特征在于:所述牵拉装置(41)包括反力座(410)和抵持于所述反力座(410)上的连续千斤顶(411),所述连续千斤顶(411)通过所述钢绞线(42)与连接座(40)相连。10. A steel beam segmental construction system according to claim 9, characterized in that: the pulling device (41) includes a reaction force seat (410) and resists on the reaction force seat (410) The continuous jack (411), the continuous jack (411) is connected to the connecting seat (40) through the steel strand (42).
CN201810797135.3A 2018-07-19 2018-07-19 It is a kind of for setting up the support device and construction system of eminence steel girder segment Pending CN108951426A (en)

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Application publication date: 20181207