CN104213513B - A high-altitude construction device after the bridge rotates - Google Patents
A high-altitude construction device after the bridge rotates Download PDFInfo
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- CN104213513B CN104213513B CN201410518243.4A CN201410518243A CN104213513B CN 104213513 B CN104213513 B CN 104213513B CN 201410518243 A CN201410518243 A CN 201410518243A CN 104213513 B CN104213513 B CN 104213513B
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Abstract
Description
技术领域technical field
本发明涉及一种桥梁施工作业装置,尤其涉及是一种桥梁转体后的高空施工装置及其安装使用方法。The invention relates to a bridge construction operation device, in particular to a high-altitude construction device after the bridge is rotated and an installation and use method thereof.
背景技术Background technique
目前,桥梁桥体的竖向转体施工方法在桥梁建设中得到了应用,如授权公告号CN102635070B的中国发明专利公开一种斜拉桥钢塔互拉式竖向转体施工方法:At present, the vertical swivel construction method of the bridge body has been applied in bridge construction. For example, the Chinese invention patent with the authorized announcement number CN102635070B discloses a vertical swivel construction method of the steel tower of a cable-stayed bridge:
(1)在已有的左侧桥梁主墩和右侧桥梁主墩上分别安装左侧钢塔塔座和右侧钢塔塔座,以完成的钢梁桥面作为焊接施工平台,在钢梁桥面两侧上分别焊接左侧钢塔和右侧钢塔,然后在左侧钢塔上设置左侧拉杆和左侧压杆,左侧钢塔、左侧拉杆和左侧压杆组成左侧三角架,相应的,在右侧钢塔上设置右侧拉杆和右侧压杆,右侧钢塔、右侧拉杆和右侧压杆组成右侧三角架,柔性承重钢绞线两端分别连接左侧三角架和右侧三角架顶部三角形的顶点,且柔性承重钢绞线穿入转体油缸。(1) Install the left steel tower base and the right steel tower base on the existing main pier of the left bridge and the main pier of the right bridge respectively, and use the completed steel girder deck as a welding construction platform. The left steel tower and the right steel tower are respectively welded on both sides of the bridge deck, and then the left tie rod and the left pressure rod are installed on the left steel tower, and the left steel tower, the left tie rod and the left pressure rod form the left side. The tripod, correspondingly, the right tie rod and the right pressure rod are set on the right steel tower, the right steel tower, the right tie rod and the right pressure rod form the right tripod, and the two ends of the flexible load-bearing steel strand are respectively connected The apex of the triangle on the top of the left tripod and the right tripod, and the flexible load-bearing steel strands pass through the swivel oil cylinder.
(2)右侧钢塔上放置钢塔配重,为左侧钢塔的转体施工做好准备。利用计算机控制液压同步提升系统,通过转体油缸将柔性承重钢绞线张紧,逐步提升左侧钢塔,使左侧钢塔转体一定角度,继续张紧柔性承重钢绞线,完成左侧钢塔的转体施工,使得左侧钢塔3完成合拢,然后卸载柔性承重钢绞线载荷,在左侧钢塔上张拉后背钢绞线。(2) The steel tower counterweight is placed on the right steel tower to prepare for the swivel construction of the left steel tower. Using the computer to control the hydraulic synchronous lifting system, the flexible load-bearing steel strand is tensioned through the swivel cylinder, and the left steel tower is gradually lifted, so that the left steel tower rotates at a certain angle, and the flexible load-bearing steel strand continues to be tensioned to complete the left side. The swivel construction of the steel tower makes the left steel tower 3 close up, and then the load of the flexible load-bearing steel strand is unloaded, and the back steel strand is stretched on the left steel tower.
(3)去除右侧钢塔上的钢塔配重,为右侧钢塔的转体做好准备,通过转体油缸将柔性承重钢绞线张紧,逐步提升右侧钢塔,使右侧钢塔转体一定角度,继续张紧柔性承重钢绞线,完成右侧钢塔的转体施工,使得右侧钢塔完成合拢,然后卸载柔性承重钢绞线载荷,拆除左侧钢塔上的后背钢绞线,拆除左侧拉杆和左侧压杆,右侧拉杆和右侧压杆,以及柔性承重钢绞线。完成斜拉桥钢塔的转体施工。(3) Remove the steel tower counterweight on the right steel tower to prepare for the rotation of the right steel tower, tension the flexible load-bearing steel strands through the swivel cylinder, and gradually lift the right steel tower to make the right Rotate the steel tower at a certain angle, continue to tension the flexible load-bearing steel strand, and complete the rotation construction of the right steel tower, so that the right steel tower is closed, then unload the load of the flexible load-bearing steel strand, and remove the Back steel strands, remove the left tie rod and left compression bar, the right pull rod and right compression bar, and the flexible load-bearing steel strands. Complete the swivel construction of the steel tower of the cable-stayed bridge.
在该施工方法完成桥梁转体后,桥梁主塔还需要清理,安装检测点、穿钢索等高空作业,由于桥梁主塔的高度很高,这样进行作业危险性很大,同时布置监测点在桥梁主塔的任何一处都有可能,而现有的施工吊篮很难完成以上这些高难度的,危险性大的施工作业。针对这种高空作业,可做到对转体的桥塔主体全身进行施工作业的,目前国内还未出现此类装置。After the construction method completes the bridge rotation, the main tower of the bridge still needs to be cleaned, the installation of detection points, and high-altitude operations such as passing steel cables. Due to the high height of the main tower of the bridge, such operations are very dangerous, and the monitoring points are arranged at the same time. Anywhere of the main tower of the bridge is possible, but the existing construction hanging basket is difficult to complete the above difficult and dangerous construction operations. For this high-altitude operation, it is possible to carry out construction work on the whole body of the main body of the swivel bridge tower. At present, there is no such device in China.
发明内容Contents of the invention
本发明的目的在于克服上述现有技术的不足,提供了一种桥梁转体后的高空施工装置及其安装使用方法,本发明通过合理的结构设计,通过利用强力磁铁吸住桥体,在安装轨道,使施工作业平台可以在桥塔主体上面上下运动来满足各种施工需求,实现了良好的施工效果。The object of the present invention is to overcome the deficiencies of the prior art above, and provide a high-altitude construction device after the bridge is rotated and its installation and use method. The track enables the construction work platform to move up and down on the main body of the bridge tower to meet various construction needs and achieve good construction results.
为实现本发明的目的,本发明采用的技术方案是:For realizing the purpose of the present invention, the technical scheme that the present invention adopts is:
一种桥梁转体后的高空施工装置,包括桥体主塔,其特征在于,所述桥体主塔上从上到下均布对称安装有多个吸附装置,多个短梁连接在对称安装的吸附装置之间形成吸座,轨道沿桥体主塔的弧度从上到下安装在短梁上;所述轨道一侧或两侧安装有齿槽,升降机械通过控制与所述齿槽相啮合的齿轮旋转实现在轨道上下运动,所述升降机械上方安装有施工平台。A high-altitude construction device after the bridge is rotated, including the main tower of the bridge body. The suction seat is formed between the adsorption devices, and the track is installed on the short beam from top to bottom along the arc of the main tower of the bridge body; cogging is installed on one or both sides of the track, and the lifting machinery is connected with the cogging through control. The meshed gears rotate to move up and down on the track, and a construction platform is installed above the lifting machine.
优先地,所述吸附装置包括外框,消磁材料保护壳的一边通过铰链活动安装在外框背部边缘,强力磁铁通过紧固件固定在消磁材料保护壳内,连接片设在消磁材料保护壳内侧。Preferably, the adsorption device includes an outer frame, one side of the degaussing material protective shell is movably mounted on the back edge of the outer frame through a hinge, the powerful magnet is fixed in the degaussing material protective shell through fasteners, and the connecting piece is arranged inside the degaussing material protective shell.
优先地,还包括启闭盘,所述启闭盘为半椭圆形,其上侧边沿与消磁材料保护壳的另一边底部通过连接销固定连接,调节扳手安装在启闭盘上面用来旋转消磁材料保护壳。Preferably, it also includes an opening and closing disk, the opening and closing disk is semi-elliptical, and its upper side edge is fixedly connected with the bottom of the other side of the degaussing material protective shell through a connecting pin, and the adjusting wrench is installed on the opening and closing disk for rotating degaussing Material protective case.
对于本发明的一种改进,施工平台下方还设有可左右的调节施工平台二,轨道上面还均布设有穿销孔。For an improvement of the present invention, a construction platform 2 that can be adjusted left and right is provided below the construction platform, and pin holes are evenly arranged on the track.
基于上述结构,本发明还提供了一种桥梁转体后的高空施工装置安装使用方法,其特征在于,包括以下步骤:Based on the above structure, the present invention also provides a method for installing and using a high-altitude construction device after the bridge is rotated, which is characterized in that it includes the following steps:
1)在桥梁转体前在桥体主塔上面顺次均布安装吸附装置、短梁,并将轨道安装在短梁上面;1) Before the bridge turns, install the adsorption device and the short beams in sequence on the main tower of the bridge body, and install the track on the short beams;
2)在桥体主塔顶部和转角弧度最大处安装定滑轮,并分别在上面绕有钢索;2) Fixed pulleys are installed on the top of the main tower of the bridge body and at the position with the largest corner arc, and steel cables are wound on them;
3)起竖桥体主塔转体成功后,在轨道上安装升降机械、施工平台和施工平台二;3) After the main tower of the vertical bridge body is rotated successfully, the lifting machinery, construction platform and construction platform 2 are installed on the track;
4)在桥体主塔底端安装电动绞轮,并将绕在定滑轮上面的钢索一端连接在施工平台或调节施工平台二上面,另一端连接电动绞轮;4) Install the electric winch at the bottom of the main tower of the bridge body, and connect one end of the steel cable wound on the fixed pulley to the construction platform or the second adjustment construction platform, and connect the other end to the electric winch;
5)启动升降机械开始在轨道上面上下运动进行施工作业,当升降机械升降到转角弧度最大处时利用电动绞轮将钢索通过定滑轮旋转使升降机械被拉紧固定,待升降机械继续上升平稳通过转角弧度处再将钢索放松;5) Start the lifting machinery and start to move up and down on the track for construction work. When the lifting machinery is lifted to the maximum angle arc, the electric winch is used to rotate the steel cable through the fixed pulley so that the lifting machinery is tightened and fixed. After the lifting machinery continues to rise steadily Pass through the arc of the corner and then loosen the cable;
6)施工完成后,顺次拆卸升降机械、施工平台和调节施工平台二,并利用吊车拆除定滑轮和短梁;6) After the construction is completed, disassemble the lifting machinery, construction platform and adjustment construction platform 2 in sequence, and use a crane to remove the fixed pulley and short beam;
7)再次利用吊车通过人工将调节扳手扳起,使吸附装置上面的强力磁铁与桥体主塔分离拆除吸附装置,完成整体的施工。7) Use the crane again to manually lift up the adjusting wrench to separate the powerful magnet on the adsorption device from the main tower of the bridge body and remove the adsorption device to complete the overall construction.
本发明的有益效果是:通过利用强力磁铁吸住桥体,在安装轨道,使施工作业平台可以再桥塔主体上面上下运动来满足各种施工需求,拆卸方面,实现了良好的施工效果,同时填补了国内的技术空白。The beneficial effects of the present invention are: by using a strong magnet to attract the bridge body, the construction work platform can move up and down on the main body of the bridge tower to meet various construction needs in the installation track, and a good construction effect is achieved in terms of disassembly, and at the same time Filled the domestic technical gap.
附图说明Description of drawings
下面参照附图对本发明进行更加详细的描述,在附图中示出了优选的具体实施方式。The invention will now be described in more detail with reference to the accompanying drawings, in which preferred embodiments are shown.
图1是本发明桥梁转体后的高空施工装置使用时施工图;Fig. 1 is the construction diagram when the high-altitude construction device after the bridge of the present invention is swiveled is in use;
图2是本发明桥梁转体后的高空施工装置的结构示意图;Fig. 2 is the structural representation of the high-altitude construction device behind the bridge rotation of the present invention;
图3是本发明吸附装置的结构示意图。Fig. 3 is a schematic structural view of the adsorption device of the present invention.
图中:2、齿槽,3、螺栓,4、齿轮,5、穿销孔,6、升降机械,7、施工平台,8、施工平台二,9、消磁材料保护壳,10、外框,11、铰链,12、启闭盘,13、强力磁铁,14、轨道,15、紧固件,16、连接销,17、调节扳手,19、电动绞轮,20、桥体主塔,21、定滑轮一,22、定滑轮二,23、短梁,24、吸附装置,25、连接片。In the figure: 2, tooth groove, 3, bolt, 4, gear, 5, pin hole, 6, lifting machinery, 7, construction platform, 8, construction platform 2, 9, degaussing material protective shell, 10, outer frame, 11, hinge, 12, opening and closing disc, 13, powerful magnet, 14, track, 15, fastener, 16, connecting pin, 17, adjusting wrench, 19, electric winch wheel, 20, main tower of bridge body, 21, Fixed pulley one, 22, fixed pulley two, 23, short beam, 24, adsorption device, 25, connecting piece.
具体实施方式Detailed ways
下面结合具体实施例对本发明进行详细说明。以下实施例将有助于本领域的技术人员进一步理解本发明,但不以任何形式限制本发明。应当指出的是,对本领域的普通技术人员来说,在不脱离本发明构思的前提下,还可以做出若干变形和改进。这些都属于本发明的保护范围。The present invention will be described in detail below in conjunction with specific embodiments. The following examples will help those skilled in the art to further understand the present invention, but do not limit the present invention in any form. It should be noted that those skilled in the art can make several modifications and improvements without departing from the concept of the present invention. These all belong to the protection scope of the present invention.
实施例1Example 1
如图1所示,一种桥梁转体后的高空施工装置,包括桥体主塔20,桥体主塔20上从上到下均布对称安装有多个吸附装置24,多个短梁23连接在对称安装的吸附装置24之间形成吸座,轨道14沿桥体主塔20的弧度从上到下安装在短梁23上;所述轨道14的一侧安装有齿槽2,轨道14上面还均布设有穿销孔5,当施工平台需要停留在某个位置长时间时,可以再穿销孔5插入挡销将施工平台定位住。As shown in Fig. 1, a kind of high-altitude construction device after the bridge body rotates, comprises bridge body main tower 20, on the bridge body main tower 20 uniformly and symmetrically installed with a plurality of adsorption devices 24 from top to bottom, a plurality of short girders 23 Connect between the symmetrically installed adsorption devices 24 to form a suction seat, and the track 14 is installed on the short beam 23 from top to bottom along the arc of the main tower 20 of the bridge body; Also be provided with piercing pin hole 5 evenly above, when construction platform needs to stay in a certain position for a long time, can pierce pin hole 5 to insert retaining pin again and construction platform is positioned.
升降机械6通过控制与所述齿槽2相啮合的齿轮4旋转实现在轨道14上下运动,所述升降机械6上方安装有施工平台7,施工平台7下方还设有可左右调节的施工平台二8,施工平台二8可以左右活动来满足不同的施工要求。The lifting machine 6 moves up and down on the track 14 by controlling the rotation of the gear 4 meshed with the tooth groove 2. A construction platform 7 is installed above the lifting machine 6, and a construction platform 2 that can be adjusted left and right is also provided below the construction platform 7. 8. The construction platform 28 can move left and right to meet different construction requirements.
在桥体主塔20的顶部和转弯角度最大处分别安装了定滑轮二22和定滑轮一21,在桥体主塔20底端安装电动绞轮19,两根钢索分别绕过定滑轮二22和定滑轮一21,其一端连接在施工平台7上面,另一端连接电动绞轮19。Fixed pulley two 22 and fixed pulley one 21 are respectively installed at the top of the main tower 20 of the bridge body and the place where the turning angle is the largest, and an electric winch 19 is installed at the bottom end of the main tower 20 of the bridge body, and two steel cables walk around the second fixed pulley respectively 22 and fixed pulley one 21, its one end is connected above the construction platform 7, and the other end connects electric winch 19.
如图2和3所示,吸附装置24包括外框10,两个消磁材料保护壳9的一边通过铰链11活动安装在外框10背部边缘,,强力磁铁13通过紧固件15固定在消磁材料保护壳9内,连接片25设在保护壳9内侧。另外,还包括启闭盘12,所述启闭盘12为半椭圆形,其上侧边沿与消磁材料消磁材料保护壳9的另一边底部通过连接销16固定连接,调节扳手17安装在启闭盘12上面用来旋转消磁材料保护9。As shown in Figures 2 and 3, the adsorption device 24 includes an outer frame 10, one side of the two degaussing material protective shells 9 is movably installed on the back edge of the outer frame 10 through a hinge 11, and the powerful magnet 13 is fixed on the degaussing material protection by a fastener 15. Inside the shell 9 , the connecting piece 25 is arranged inside the protective shell 9 . In addition, it also includes an opening and closing disk 12, the opening and closing disk 12 is semi-elliptical, and its upper side edge is fixedly connected with the bottom of the other side of the degaussing material degaussing material protective shell 9 through a connecting pin 16, and the adjustment wrench 17 is installed on the opening and closing The disk 12 is used to rotate the degaussing material protection 9 above.
基于上述装置,本发明的安装使用方法,包括以下步骤:Based on the above-mentioned device, the installation and use method of the present invention includes the following steps:
1)在桥梁转体前在桥体主塔20上面顺次均布安装吸附装置24、短梁23,并将轨道14安装在短梁23上面,安装时将吸附装置24上面的强力磁铁13吸附在桥体主塔20上面,短梁23两侧通过螺栓3插入连接片25的孔内固定,这样短梁23被安装在吸附装置24之间。1) Install the adsorption device 24 and the short beam 23 uniformly in sequence on the main tower 20 of the bridge body before the bridge rotation, and install the track 14 on the short beam 23, and absorb the strong magnet 13 on the adsorption device 24 during installation On the main tower 20 of the bridge body, the two sides of the short beam 23 are fixed in the holes of the connecting piece 25 through bolts 3 , so that the short beam 23 is installed between the adsorption devices 24 .
2)在桥体主塔20顶部和转角弧度最大处安装定滑轮二22和定滑轮一21,并分别在上面绕有钢索;2) Fixed pulley two 22 and fixed pulley one 21 are installed on the top of the main tower 20 of the bridge body and at the position with the largest corner radian, and steel cables are wound on them respectively;
3)起竖桥体主塔20转体成功后,在轨道14上安装升降机械6、施工平台7和施工平台二8;3) After the main tower 20 of the vertical bridge body is rotated successfully, the lifting machine 6, the construction platform 7 and the construction platform 2 8 are installed on the track 14;
4)在桥体主塔20底端安装电动绞轮19,并将绕在定滑轮二22和定滑轮一21上面的钢索一端连接在施工平台7上面,另一端连接电动绞轮19;4) Install the electric winch 19 at the bottom of the main tower 20 of the bridge body, and connect one end of the steel cable wound around the fixed pulley two 22 and the fixed pulley one 21 on the construction platform 7, and connect the electric winch 19 at the other end;
5)启动升降机械6开始在轨道14上面上下运动进行施工作业,可对桥体主塔20任何一处安装监测点,焊接和运输建筑材料等施工作业。同时,当升降机械6升降到转角弧度最大处时为了保证安全,可利用电动绞轮19将钢索通过定滑轮二22和定滑轮一21旋转使升降机械6被拉紧固定,待升降机械6继续上升平稳通过转角弧度处再将钢索放松,这样使安全系数大大提高;5) Start the hoisting machine 6 and start to move up and down on the track 14 to carry out construction operations. Any one of the bridge main tower 20 can be installed with monitoring points, construction operations such as welding and transporting building materials. Simultaneously, in order to ensure safety when hoisting machinery 6 is lifted to the maximum point of corner radian, electric winch 19 can be utilized to rotate steel cable by fixed pulley two 22 and fixed pulley one 21 so that hoisting machinery 6 is tightened and fixed, and hoisting machinery 6 Continue to rise steadily and pass through the arc of the corner, and then relax the cable, which greatly improves the safety factor;
6)施工完成后,顺次拆卸升降机械6、施工平台7和调节施工平台二8,并利用吊车拆除定滑轮和短梁23;6) After the construction is completed, the lifting machine 6, the construction platform 7 and the adjustment construction platform 2 8 are dismantled in sequence, and the fixed pulley and the short beam 23 are dismantled by a crane;
7)再次利用吊车通过人工将调节扳手17扳起,使吸附装置24上面的强力磁铁13与桥体主塔20分离拆除吸附装置24,完成整体的施工。7) Use the crane again to lift up the adjusting wrench 17 manually, so that the powerful magnet 13 above the adsorption device 24 is separated from the main tower 20 of the bridge body, and the adsorption device 24 is removed to complete the overall construction.
Claims (3)
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410518243.4A CN104213513B (en) | 2014-10-02 | 2014-10-02 | A high-altitude construction device after the bridge rotates |
| CN201510621147.7A CN105113428B (en) | 2014-10-02 | 2014-10-02 | A kind of high-altitude constructing device construction method of installation after bridge rotating |
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| CN201410518243.4A CN104213513B (en) | 2014-10-02 | 2014-10-02 | A high-altitude construction device after the bridge rotates |
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| CN201510621147.7A Division CN105113428B (en) | 2014-10-02 | 2014-10-02 | A kind of high-altitude constructing device construction method of installation after bridge rotating |
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| CN109014685B (en) * | 2018-09-27 | 2023-09-12 | 上海永乾机电有限公司 | A kind of vehicle body flexible assembly operation island |
| CN110761193B (en) * | 2019-10-30 | 2025-05-09 | 中交路桥华南工程有限公司 | Cable tower construction equipment |
| CN112627038A (en) * | 2020-12-17 | 2021-04-09 | 江苏恒睿杰钢结构工程有限公司 | Installation and construction method of steel box girder of steel structure bridge |
Citations (5)
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| CN101824904A (en) * | 2009-03-05 | 2010-09-08 | 卢兴明 | Integral-scaffold supporting elevation method and double-track double-anti-dropping hydraulic lifting integral scaffold thereof |
| CN202164546U (en) * | 2011-07-28 | 2012-03-14 | 中铁一局集团有限公司 | High pier bridge construction platform |
| CN102635070A (en) * | 2012-04-09 | 2012-08-15 | 同济大学 | Mutual-pulling type vertical turning construction method for steel towers of cable-stayed bridge |
| CN202688879U (en) * | 2012-06-28 | 2013-01-23 | 中交二公局第二工程有限公司 | Arch steel tower coating platform running with arch |
| CN204151694U (en) * | 2014-10-02 | 2015-02-11 | 杜东升 | High-altitude construction equipment after a kind of bridge rotating |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6832459B2 (en) * | 2002-01-18 | 2004-12-21 | Matthew Russell | Methods and apparatus for forming and placing generally horizontal structures |
| CN103194981B (en) * | 2013-04-02 | 2015-06-10 | 中铁大桥局集团有限公司 | System and method for bridge steel tower maritime vertical rotation construction |
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2014
- 2014-10-02 CN CN201510621147.7A patent/CN105113428B/en active Active
- 2014-10-02 CN CN201410518243.4A patent/CN104213513B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101824904A (en) * | 2009-03-05 | 2010-09-08 | 卢兴明 | Integral-scaffold supporting elevation method and double-track double-anti-dropping hydraulic lifting integral scaffold thereof |
| CN202164546U (en) * | 2011-07-28 | 2012-03-14 | 中铁一局集团有限公司 | High pier bridge construction platform |
| CN102635070A (en) * | 2012-04-09 | 2012-08-15 | 同济大学 | Mutual-pulling type vertical turning construction method for steel towers of cable-stayed bridge |
| CN202688879U (en) * | 2012-06-28 | 2013-01-23 | 中交二公局第二工程有限公司 | Arch steel tower coating platform running with arch |
| CN204151694U (en) * | 2014-10-02 | 2015-02-11 | 杜东升 | High-altitude construction equipment after a kind of bridge rotating |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105113428A (en) | 2015-12-02 |
| CN104213513A (en) | 2014-12-17 |
| CN105113428B (en) | 2016-08-24 |
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