CN219384557U - Hoisting equipment with plate structure - Google Patents

Hoisting equipment with plate structure Download PDF

Info

Publication number
CN219384557U
CN219384557U CN202320590618.2U CN202320590618U CN219384557U CN 219384557 U CN219384557 U CN 219384557U CN 202320590618 U CN202320590618 U CN 202320590618U CN 219384557 U CN219384557 U CN 219384557U
Authority
CN
China
Prior art keywords
track
hoisting
longitudinal
bridge
moving track
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202320590618.2U
Other languages
Chinese (zh)
Inventor
魏海龙
牟文科
王建华
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
East China Construction Co Ltd Of Cccc Second Highway Engineering Co ltd
Original Assignee
CCCC SHEC Second Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by CCCC SHEC Second Engineering Co Ltd filed Critical CCCC SHEC Second Engineering Co Ltd
Priority to CN202320590618.2U priority Critical patent/CN219384557U/en
Application granted granted Critical
Publication of CN219384557U publication Critical patent/CN219384557U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model discloses hoisting equipment for a plate structure, which belongs to the field of plate structure installation and construction and comprises the following components: the plurality of support cushion beams are uniformly arranged on the steel cross beam or the bridge deck of the bridge body; the main beam is arranged on the supporting pad beam, a horizontal transverse rail is arranged on the main beam along the length direction of the main beam, and the transverse rail is perpendicular to the length direction of the bridge deck; the translation mechanism is in sliding connection with the transverse moving track, a horizontal longitudinal moving track is arranged at the top end of the translation mechanism, the longitudinal moving track and the transverse moving track are mutually perpendicular, and a driving assembly is fixedly arranged at one end of the longitudinal moving track; the hoisting mechanism is connected with the longitudinal moving track in a sliding manner and is connected with the driving assembly. The utility model provides small hoisting equipment, which is convenient for installing a plate structure which is limited by objective conditions and can not be directly hoisted in place by large hoisting equipment.

Description

一种板式结构吊装设备A kind of plate structure hoisting equipment

技术领域technical field

本实用新型属于板式结构安装施工领域,具体涉及是一种板式结构吊装设备。The utility model belongs to the field of plate structure installation and construction, in particular to a plate structure hoisting device.

背景技术Background technique

在桥梁建设领域,桥面板以载荷能力强、施工简便的优点得到广泛的应用,随之而来的工程疑难杂症也越来越多。为了解决特殊的构造要求往往需要采用更为大型的专用起重吊装设备,经济性较差的同时,大型设备受到的环境因素限制也更加苛刻,因此如何提供一种能够适应环境条件的小型吊装设备是本领域技术人员亟需解决的问题。In the field of bridge construction, the bridge deck has been widely used due to its advantages of strong load capacity and simple construction, and there are more and more difficult and miscellaneous problems in engineering. In order to solve special structural requirements, it is often necessary to use larger special hoisting equipment. While the economy is poor, the environmental factors of large equipment are also more stringent. Therefore, how to provide a small hoisting equipment that can adapt to environmental conditions is an urgent problem to be solved by those skilled in the art.

实用新型内容Utility model content

有鉴于此,本实用新型提供了一种板式结构吊装设备,能够适应通用设备无法吊装到位的板式结构安装。In view of this, the utility model provides a panel structure hoisting device, which can adapt to the installation of panel structures that cannot be hoisted in place by general equipment.

为了实现上述目的,本实用新型采用如下技术方案:In order to achieve the above object, the utility model adopts the following technical solutions:

一种板式结构吊装设备,包括:A panel structure hoisting device, comprising:

支撑垫梁,所述支撑垫梁设置有多个,多个所述支撑垫梁均匀设置于桥体的钢横梁上或者桥面板上;Support pad beams, the support pad beams are provided with multiple, and the multiple support pad beams are evenly arranged on the steel beams of the bridge body or on the bridge deck;

主梁,所述主梁设置于所述支撑垫梁上,所述主梁上沿其长度方向设置有水平的横移轨道,所述横移轨道与桥面长度方向垂直;The main beam, the main beam is arranged on the supporting pad beam, and the main beam is provided with a horizontal traversing track along its length direction, and the traversing track is perpendicular to the length direction of the bridge deck;

平移机构,所述平移机构与所述横移轨道滑动连接,所述平移机构顶端设置有水平的纵移轨道,所述纵移轨道和所述横移轨道相互垂直,所述纵移轨道的一端固定设置有驱动组件;a translation mechanism, the translation mechanism is slidably connected to the traversing track, the top of the translation mechanism is provided with a horizontal longitudinal track, the longitudinal track and the traversing track are perpendicular to each other, and one end of the longitudinal track is fixedly provided with a drive assembly;

吊装机构,所述吊装机构与所述纵移轨道滑动连接,所述吊装机构和所述驱动组件连接。A hoisting mechanism, the hoisting mechanism is slidably connected with the longitudinal moving track, and the hoisting mechanism is connected with the driving assembly.

优选的,所述支撑垫梁包括下垫梁和上垫梁,所述下垫梁与钢横梁固定连接,所述上垫梁和所述下垫梁通过连接板相连,所述上垫梁和所述主梁之间设置有第一承重梁。Preferably, the supporting pad beam includes a lower pad beam and an upper pad beam, the lower pad beam is fixedly connected to the steel beam, the upper pad beam and the lower pad beam are connected through a connecting plate, and a first load-bearing beam is arranged between the upper pad beam and the main beam.

优选的,所述平移机构包括移位器和垫板,所述移位器设置有多个,多个所述移位器均匀分布于所述横移轨道内,所述垫板的底端和所述移位器连接,所述垫板的顶端和所述纵移轨道固定连接。Preferably, the translation mechanism includes a shifter and a backing plate, and there are multiple shifters, and the plurality of shifters are evenly distributed in the traversing track, the bottom end of the backing plate is connected to the shifter, and the top end of the backing plate is fixedly connected to the longitudinal moving track.

优选的,板式结构吊装设备还包括第二承重梁和横桥向平联,所述第二承重梁设置于所述移位器和所述垫板之间,相邻的所述第二承重梁通过所述横桥向平联连接。Preferably, the hoisting equipment for the panel structure further includes a second load-bearing beam and a horizontal bridge connection, the second load-bearing beam is arranged between the shifter and the backing plate, and the adjacent second load-bearing beams are connected through the horizontal bridge connection.

优选的,所述驱动组件包括第一伸缩装置和反力座,所述反力座固定设置于所述垫板上,所述第一伸缩装置设置于所述反力座上,所述第一伸缩装置的伸缩杆和所述吊装机构连接。Preferably, the driving assembly includes a first telescopic device and a reaction base, the reaction base is fixedly arranged on the backing plate, the first telescopic device is arranged on the reaction base, and the telescopic rod of the first telescopic device is connected to the lifting mechanism.

优选的,所述吊装机构包括第二伸缩装置、马凳、拉杆和吊具,所述第二伸缩装置设置于所述马凳上,所述马凳和所述纵移轨道滑动连接,所述拉杆的一端和所述第二伸缩装置连接,所述拉杆的另一端和所述吊具连接。Preferably, the hoisting mechanism includes a second telescopic device, a horse stool, a pull rod and a spreader, the second telescopic device is arranged on the horse stool, the horse stool is slidably connected to the longitudinal moving track, one end of the pull rod is connected to the second telescopic device, and the other end of the pull rod is connected to the spreader.

优选的,板式结构吊装设备还包括纵桥向平联,相邻的所述拉杆通过所述纵桥向平联连接。Preferably, the hoisting equipment for the panel structure further includes a longitudinal bridge parallel connection, and adjacent tie rods are connected through the longitudinal bridge parallel connection.

本实用新型的有益效果在于:The beneficial effects of the utility model are:

本实用新型通过将支撑垫梁设置于桥体上从而适应通用设备无法吊装到位的板式结构安装,避免了专用设备的投入,降低了施工成本,主梁、平移机构、吊装机构分块加工,现场组拼,整体起吊,装卸方便,制作成本低,可重复周转使用。本实用新型附加的方面和优点将在下面的描述中部分给出,这些将从下面的描述中变得明显。The utility model adapts to the plate structure installation where the general equipment cannot be hoisted in place by arranging the supporting pad beam on the bridge body, avoids the investment of special equipment, and reduces the construction cost. Additional aspects and advantages of the invention will be set forth in part in the description which follows, and will become apparent from the description which follows.

附图说明Description of drawings

为了更清楚地说明本实用新型实施例或现有技术中的技术方案,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,还可以根据提供的附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the accompanying drawings required in the description of the embodiments or prior art. Obviously, the accompanying drawings in the following description are only the embodiments of the present invention. For those of ordinary skill in the art, other accompanying drawings can also be obtained according to the provided drawings without creative work.

图1是本实用新型的板式结构吊装设备的正面示意图;Fig. 1 is the front schematic view of the panel structure hoisting equipment of the present invention;

图2是本实用新型的板式结构吊装设备的侧面示意图;Fig. 2 is a schematic side view of the panel structure hoisting device of the present invention;

图3是本实用新型的板式结构吊装设备的吊装机构和位移机构示意图;Fig. 3 is a schematic diagram of a hoisting mechanism and a displacement mechanism of the panel structure hoisting equipment of the present invention;

图4是本实用新型的板式结构吊装设备的支撑垫梁和主梁示意图;Fig. 4 is a schematic diagram of the supporting pad beam and the main beam of the plate structure hoisting equipment of the present invention;

图5是本实用新型的板式结构吊装设备的俯视图。Fig. 5 is a top view of the panel structure hoisting device of the present invention.

其中,图中:Among them, in the figure:

1、支撑垫梁;11、下垫梁;12、上垫梁;13、第一承重梁;14、连接板;15、连接螺栓;2、钢横梁;3、桥面板;4、主梁;5、横移轨道;6、平移机构;61、移位器;62、垫板;63、第二承重梁;64、横桥向平联;7、纵移轨道;8、驱动组件;81、第一伸缩装置;82、反力座;9、吊装机构;91、第二伸缩装置;92、马凳;93、拉杆;94、吊具;95、纵桥向平联。1. Support pad beam; 11. Lower pad beam; 12. Upper pad beam; 13. First load-bearing beam; 14. Connecting plate; 15. Connecting bolt; 2. Steel beam; 3. Bridge deck; 4. Main girder; 9, hoisting mechanism; 91, second expansion device; 92, horse stool; 93, pull rod; 94, spreader; 95, longitudinal bridge to parallel connection.

具体实施方式Detailed ways

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

参阅附图1-5,本实用新型公开了一种板式结构吊装设备,包括:Referring to accompanying drawings 1-5, the utility model discloses a plate structure hoisting equipment, comprising:

支撑垫梁1,支撑垫梁1设置有多个,多个支撑垫梁1均匀设置于桥体的钢横梁2上或者桥面板3上;支撑垫梁1优选采用工25垫梁与∠75钢支撑架组成,优选一个钢横梁2或一个桥面板3上设置有三个支撑垫梁1。Support pad beam 1, support pad beam 1 is provided with a plurality of, a plurality of support pad beams 1 is evenly arranged on the steel beam 2 of the bridge body or on the bridge deck 3;

主梁4,主梁4设置于支撑垫梁1上,主梁4上沿其长度方向设置有水平的横移轨道5,横移轨道5与桥面长度方向垂直;优选主梁4由321型贝雷主梁4、贝雷花架和贝雷加劲梁制作而成的框架结构,主梁4的长度大于等于桥面宽度,优选主梁4长度与桥面宽度相同。The main girder 4, the main girder 4 is arranged on the supporting pad beam 1, and the main girder 4 is provided with a horizontal traversing track 5 along its length direction, and the traversing track 5 is perpendicular to the length direction of the bridge deck; the preferred main girder 4 is a frame structure made of a 321-type Bailey main girder 4, a Bailey trellis and a Bailey stiffening beam. The length of the main girder 4 is greater than or equal to the bridge deck width, and the preferred main girder 4 length is the same as the bridge deck width.

平移机构6,平移机构6与横移轨道5滑动连接,平移机构6顶端设置有水平的纵移轨道7,纵移轨道7和横移轨道5相互垂直,纵移轨道7的一端固定设置有驱动组件8;A translation mechanism 6, the translation mechanism 6 is slidingly connected with the traverse track 5, the top of the translation mechanism 6 is provided with a horizontal longitudinal movement track 7, the longitudinal movement track 7 and the transverse movement track 5 are perpendicular to each other, and one end of the longitudinal movement track 7 is fixedly provided with a drive assembly 8;

吊装机构9,吊装机构9与纵移轨道7滑动连接,吊装机构9和驱动组件8连接;平移机构6沿横移轨道5滑动,驱动组件8推动吊装机构9沿纵移轨道7滑动,从而实现吊装机构9的水平位移,以使吊装的桥面板3能够实现精确定位安放。The hoisting mechanism 9 is slidingly connected to the longitudinal rail 7, and the hoisting mechanism 9 is connected to the drive assembly 8; the translation mechanism 6 slides along the traversing rail 5, and the driving assembly 8 pushes the hoisting mechanism 9 to slide along the longitudinal rail 7, thereby realizing the horizontal displacement of the hoisting mechanism 9, so that the hoisted bridge deck 3 can be accurately positioned and placed.

在本实施例中,优选的,支撑垫梁1包括下垫梁11和上垫梁12,下垫梁11与钢横梁2固定连接,上垫梁12和下垫梁11通过连接板14相连,上垫梁12和主梁4之间设置有第一承重梁13。优选下垫梁11与钢横梁2通过焊接固定,上垫梁12和下垫梁11通过连接板14和连接螺栓15相连,优选通过选用不同的下垫梁11对标高进行调节,以确保主梁4位于同一高度。In this embodiment, preferably, the supporting pad beam 1 includes a lower pad beam 11 and an upper pad beam 12, the lower pad beam 11 is fixedly connected to the steel crossbeam 2, the upper pad beam 12 and the lower pad beam 11 are connected through a connecting plate 14, and a first load-bearing beam 13 is arranged between the upper pad beam 12 and the main beam 4. Preferably, the lower beam 11 and the steel beam 2 are fixed by welding, and the upper beam 12 and the lower beam 11 are connected by connecting plates 14 and connecting bolts 15. It is preferable to adjust the elevation by selecting different lower beams 11 to ensure that the main beam 4 is at the same height.

在本实施例中,优选的,平移机构6包括移位器61和垫板62,移位器61设置有多个,多个移位器61均匀分布于横移轨道5内,垫板62的底端和移位器61连接,垫板62的顶端和纵移轨道7固定连接;优选同一横移轨道5内设置有两个移位器61。In this embodiment, preferably, the translation mechanism 6 includes a shifter 61 and a backing plate 62. There are multiple shifters 61, and the plurality of shifters 61 are evenly distributed in the traversing track 5. The bottom end of the backing plate 62 is connected to the shifter 61, and the top end of the backing plate 62 is fixedly connected to the longitudinal track 7; preferably, two shifters 61 are arranged in the same traversing track 5.

在本实施例中,优选的,板式结构吊装设备还包括第二承重梁63和横桥向平联64,第二承重梁63设置于移位器61和垫板62之间,相邻的第二承重梁63通过横桥向平联64连接。In this embodiment, preferably, the panel structure hoisting equipment further includes a second load-bearing beam 63 and a horizontal bridge connection 64, the second load-bearing beam 63 is arranged between the shifter 61 and the backing plate 62, and adjacent second load-bearing beams 63 are connected through the horizontal bridge connection 64.

在本实施例中,优选的,驱动组件8包括第一伸缩装置81和反力座82,反力座82固定设置于垫板62上,第一伸缩装置81设置于反力座82上,第一伸缩装置81的伸缩杆和吊装机构9连接;优选第一伸缩装置81采用千斤顶,通过型钢焊接成反力座82,千斤顶放置于配套的反力座82上,反力座82预埋型钢深入垫板62内,以实现准确定位。In this embodiment, preferably, the drive assembly 8 includes a first telescopic device 81 and a reaction force seat 82, the reaction force seat 82 is fixedly arranged on the backing plate 62, the first telescopic device 81 is arranged on the reaction force seat 82, and the telescopic rod of the first telescopic device 81 is connected to the hoisting mechanism 9; preferably the first telescopic device 81 adopts a jack, which is welded into a reaction force seat 82 by section steel, and the jack is placed on the supporting reaction force seat 82, and the reaction force seat 82 is pre-embedded in the profile steel in the backing plate 62 to realize Accurate positioning.

在本实施例中,优选的,吊装机构9包括第二伸缩装置91、马凳92、拉杆93和吊具94,第二伸缩装置91设置于马凳92上,马凳92和纵移轨道7滑动连接,拉杆93的一端和第二伸缩装置91连接,拉杆93的另一端和吊具94连接;优选由φ32精轧螺纹钢作为拉杆93,拉杆93穿过马凳92后与吊具94相连,优选马凳92与吊具94均为组合型钢焊接而成,优选第二伸缩装置91为千斤顶。In this embodiment, preferably, the hoisting mechanism 9 includes a second telescopic device 91, a horse stool 92, a pull rod 93 and a spreader 94. The second telescopic device 91 is arranged on the horse stool 92, and the horse stool 92 is slidably connected to the longitudinal movement track 7. One end of the pull rod 93 is connected to the second telescopic device 91, and the other end of the pull rod 93 is connected to the spreader 94; The horse stool 92 and the hanger 94 are all welded by combined section steel, and the preferred second telescopic device 91 is a jack.

在本实施例中,优选的,板式结构吊装设备还包括纵桥向平联95,相邻的拉杆93通过纵桥向平联95连接;优选设置有四组吊装机构9共同吊装同一桥面板3,由纵桥向平联95将四根拉杆93连接为整体,以提高施工的安全性和稳定性。In this embodiment, preferably, the panel structure hoisting equipment further includes a longitudinal bridge to the parallel connection 95, and adjacent tie rods 93 are connected to the longitudinal bridge to the parallel connection 95; preferably, four sets of hoisting mechanisms 9 are provided to jointly lift the same bridge deck 3, and the longitudinal bridge to the horizontal connection 95 connects the four tie rods 93 as a whole, so as to improve the safety and stability of construction.

对所公开的实施例的上述说明,使本领域专业技术人员能够实现或使用本实用新型。对实施例的多种修改对本领域的专业技术人员来说将是显而易见的,本文中所定义的一般原理可以在不脱离本实用新型的精神或范围的情况下,在其它实施例中实现。因此,本实用新型将不会被限制于本文所示的实施例,而是要符合与本文所公开的原理和新颖特点相一致的最宽的范围。The above description of the disclosed embodiments enables those skilled in the art to realize or use the utility model. Various modifications to the embodiments will be readily apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the invention. Therefore, the present invention will not be limited to the embodiments shown herein, but will conform to the widest scope consistent with the principles and novel features disclosed herein.

Claims (7)

1.一种板式结构吊装设备,其特征在于,包括:1. A panel structure hoisting device, characterized in that it comprises: 支撑垫梁,所述支撑垫梁设置有多个,多个所述支撑垫梁均匀设置于桥体的钢横梁上或者桥面板上;Support pad beams, the support pad beams are provided with multiple, and the multiple support pad beams are evenly arranged on the steel beams of the bridge body or on the bridge deck; 主梁,所述主梁设置于所述支撑垫梁上,所述主梁上沿其长度方向设置有水平的横移轨道,所述横移轨道与桥面长度方向垂直;The main beam, the main beam is arranged on the supporting pad beam, and the main beam is provided with a horizontal traversing track along its length direction, and the traversing track is perpendicular to the length direction of the bridge deck; 平移机构,所述平移机构与所述横移轨道滑动连接,所述平移机构顶端设置有水平的纵移轨道,所述纵移轨道和所述横移轨道相互垂直,所述纵移轨道的一端固定设置有驱动组件;a translation mechanism, the translation mechanism is slidably connected to the traversing track, the top of the translation mechanism is provided with a horizontal longitudinal track, the longitudinal track and the traversing track are perpendicular to each other, and one end of the longitudinal track is fixedly provided with a drive assembly; 吊装机构,所述吊装机构与所述纵移轨道滑动连接,所述吊装机构和所述驱动组件连接。A hoisting mechanism, the hoisting mechanism is slidably connected with the longitudinal moving track, and the hoisting mechanism is connected with the driving assembly. 2.根据权利要求1所述的一种板式结构吊装设备,其特征在于,所述支撑垫梁包括下垫梁和上垫梁,所述下垫梁与钢横梁固定连接,所述上垫梁和所述下垫梁通过连接板相连,所述上垫梁和所述主梁之间设置有第一承重梁。2. A kind of slab structure hoisting device according to claim 1, characterized in that, the supporting pad beam comprises an under pad beam and an upper pad beam, the under pad beam is fixedly connected with the steel crossbeam, the upper pad beam and the under pad beam are connected by a connecting plate, and a first load-bearing beam is arranged between the above pad beam and the main beam. 3.根据权利要求1所述的一种板式结构吊装设备,其特征在于,所述平移机构包括移位器和垫板,所述移位器设置有多个,多个所述移位器均匀分布于所述横移轨道内,所述垫板的底端和所述移位器连接,所述垫板的顶端和所述纵移轨道固定连接。3. A kind of plate structure hoisting device according to claim 1, it is characterized in that, described translation mechanism comprises shifter and backing plate, described shifter is provided with a plurality of, and a plurality of described shifters is evenly distributed in described traversing track, the bottom end of described backing plate is connected with described shifter, and the top end of described backing plate is fixedly connected with described longitudinal moving track. 4.根据权利要求3所述的一种板式结构吊装设备,其特征在于,还包括第二承重梁和横桥向平联,所述第二承重梁设置于所述移位器和所述垫板之间,相邻的所述第二承重梁通过所述横桥向平联连接。4. A hoisting device for a panel structure according to claim 3, further comprising a second load-bearing beam and a horizontal connection of a cross bridge, the second load-bearing beam is arranged between the shifter and the backing plate, and the adjacent second load-bearing beams are connected through the horizontal connection of the cross bridge. 5.根据权利要求3所述的一种板式结构吊装设备,其特征在于,所述驱动组件包括第一伸缩装置和反力座,所述反力座固定设置于所述垫板上,所述第一伸缩装置设置于所述反力座上,所述第一伸缩装置的伸缩杆和所述吊装机构连接。5. A kind of plate structure hoisting device according to claim 3, it is characterized in that, described driving assembly comprises first telescoping device and reaction force seat, described reaction force seat is fixedly arranged on described backing plate, and described first telescoping device is arranged on described reaction force seat, and the expansion link of described first telescoping device is connected with described hoisting mechanism. 6.根据权利要求3所述的一种板式结构吊装设备,其特征在于,所述吊装机构包括第二伸缩装置、马凳、拉杆和吊具,所述第二伸缩装置设置于所述马凳上,所述马凳和所述纵移轨道滑动连接,所述拉杆的一端和所述第二伸缩装置连接,所述拉杆的另一端和所述吊具连接。6. The hoisting device for a panel structure according to claim 3, wherein the hoisting mechanism comprises a second telescopic device, a horse stool, a pull rod and a spreader, the second telescopic device is arranged on the horse stool, the horse stool is slidably connected to the longitudinal moving track, one end of the pull rod is connected to the second telescopic device, and the other end of the pull rod is connected to the spreader. 7.根据权利要求6所述的一种板式结构吊装设备,其特征在于,还包括纵桥向平联,相邻的所述拉杆通过所述纵桥向平联连接。7 . The hoisting device for a panel structure according to claim 6 , further comprising a longitudinal bridge parallel connection, and the adjacent tie rods are connected through the longitudinal bridge parallel connection. 7 .
CN202320590618.2U 2023-03-23 2023-03-23 Hoisting equipment with plate structure Active CN219384557U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320590618.2U CN219384557U (en) 2023-03-23 2023-03-23 Hoisting equipment with plate structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320590618.2U CN219384557U (en) 2023-03-23 2023-03-23 Hoisting equipment with plate structure

Publications (1)

Publication Number Publication Date
CN219384557U true CN219384557U (en) 2023-07-21

Family

ID=87193713

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320590618.2U Active CN219384557U (en) 2023-03-23 2023-03-23 Hoisting equipment with plate structure

Country Status (1)

Country Link
CN (1) CN219384557U (en)

Similar Documents

Publication Publication Date Title
CN106948268B (en) Variable-section steel box girder pushing combined device and using method thereof
CN110593137A (en) Large-tonnage pushing device
CN219384557U (en) Hoisting equipment with plate structure
CN111851314A (en) A kind of steel cushion beam lifting equipment and using method thereof
CN209958161U (en) Track beam linear adjustment equipment
JP2016142097A (en) Portable hoist unit and horizontal member dismantling method
CN220684481U (en) Adjustable gantry crane
CN210341665U (en) Installation device for corrugated steel web of suspension casting bridge
CN220393129U (en) Portal crane with adjustable span
CN218931429U (en) Lifting appliance for adjusting folding of steel box girder
CN207672433U (en) Extension type operation platform and the bridge for being equipped with the operation platform
CN101139813A (en) A kind of steel truss of under-supported bridge
CN214828467U (en) A self-propelled block hoisting and transporting equipment
CN217148358U (en) Linear steel structure lifting device for telescopic narrow space
CN201052950Y (en) Crane
CN214005427U (en) Lattice beam accurate adjusting device that takes one's place
CN211689947U (en) Lifting beam and beam moving integrated support mechanism
CN220167602U (en) Supporting system for vertical assembly of roof herringbone box girder
CN218090524U (en) Installation device for bridge truss
CN209907220U (en) Connecting structure of large-span front supporting point guy cable hanging basket and template
CN221941132U (en) Energy-saving box girder tensioning auxiliary operation platform
CN222743978U (en) A tool for replacing horizontal equipment
CN219793478U (en) Vibration-damping floating slab reinforcement pre-binding frame
CN222122655U (en) Heat accumulator support device
CN112144403A (en) Beam lifting station suitable for steel box girder web plate change and pushing process thereof

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20250318

Address after: 210000 No. 396 Binjiang Avenue, Jiangbei new area, Nanjing, Jiangsu

Patentee after: East China Construction Co., Ltd. of CCCC Second Highway Engineering Co.,Ltd.

Country or region after: China

Address before: 710076 No. 29 Park, Enterprise No.1, Chang'an Science and Technology Industrial Park, High tech Zone, Xi'an City, Shaanxi Province

Patentee before: CCCC-SHEC SECOND ENGINEERING Co.,Ltd.

Country or region before: China

TR01 Transfer of patent right