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CN114955903B - An integral hoisting device for steel structure roof beams and a construction method thereof - Google Patents

An integral hoisting device for steel structure roof beams and a construction method thereof Download PDF

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Publication number
CN114955903B
CN114955903B CN202210616112.4A CN202210616112A CN114955903B CN 114955903 B CN114955903 B CN 114955903B CN 202210616112 A CN202210616112 A CN 202210616112A CN 114955903 B CN114955903 B CN 114955903B
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frame
climbing
sub
configuration
telescopic
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CN114955903A (en
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蔡建邦
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Guangdong Intercontinental Construction Engineering Group Co ltd
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Guangdong Intercontinental Construction Engineering Group Co ltd
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/62Constructional features or details
    • B66C23/84Slewing gear
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C19/00Cranes comprising trolleys or crabs running on fixed or movable bridges or gantries
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/62Constructional features or details
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/62Constructional features or details
    • B66C23/64Jibs
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/62Constructional features or details
    • B66C23/72Counterweights or supports for balancing lifting couples
    • B66C23/78Supports, e.g. outriggers, for mobile cranes

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Jib Cranes (AREA)

Abstract

The application relates to the technical field of steel structure building construction, in particular to a steel structure roof beam integral hoisting device and a construction method thereof, which comprises at least one group of bases, wherein the tops of the bases are provided with foundation frames, the tops of the foundation frames are detachably provided with a plurality of configuration frames, the configuration frames are arranged in a vertical direction, climbing frames are sleeved outside the foundation frames, the climbing frames are used for placing the configuration frames, the climbing frame is internally provided with a climbing assembly, the climbing assembly is used for controlling the climbing frame to perform lifting movement, the top of the climbing frame is provided with a jacking assembly, the jacking assembly is used for jacking the configuration frame, the top of the configuration frame positioned at the top is fixedly provided with a fixed frame, the tops of the configuration frame and the fixed frame are jointly provided with a suspension arm, and the suspension arm is used for suspending a roof beam. The application has the effect of facilitating the installation of roof beams.

Description

一种钢结构屋面梁整体吊装装置及其施工方法An integral hoisting device for steel structure roof beams and a construction method thereof

技术领域Technical Field

本发明涉及钢结构建筑施工的技术领域,尤其是涉及一种钢结构屋面梁整体吊装装置及其施工方法。The invention relates to the technical field of steel structure building construction, and in particular to an integral hoisting device for steel structure roof beams and a construction method thereof.

背景技术Background Art

钢结构厂房是以钢材制作为主的结构,是主要的建筑结构类型之一。钢材的特点是强度高、自重轻、整体刚性好、变形能力强,故用于建造大跨度和超高、超重型的建筑物特别适宜;材料匀质性和各向同性好,塑性、韧性好,可有较大变形,能很好地承受动力荷载,建筑工期短,加工精度高,其工业化程度高,可进行机械化程度高的专业化生产。Steel structure workshop is a structure mainly made of steel, which is one of the main types of building structures. Steel is characterized by high strength, light weight, good overall rigidity and strong deformation ability, so it is particularly suitable for building large span, super high and super heavy buildings; the material has good homogeneity and isotropy, good plasticity and toughness, can have large deformation, can well withstand dynamic loads, has a short construction period, high processing precision, and a high degree of industrialization, which can be used for specialized production with a high degree of mechanization.

相关技术中,钢结构厂房在建设时需要用到吊机对厂房的各部件进行吊装,特别是对钢结构屋面梁的整体安装,需要使用吊车进行整体安装,但是使用吊车进行安装的过程中,由于吊车的吊臂臂长有限,对屋面梁的吊设高度存在限制,而且在吊设比较大型的屋面梁时,需要多台吊车共同进行协调吊设,此时需要考虑到多台吊车之间驾驶员的协同性,对屋面梁进行安装的难度大大增加。In the related art, during the construction of a steel structure factory building, a crane is required to hoist the various components of the factory building, especially for the overall installation of the steel structure roof beams, a crane is required for the overall installation. However, during the installation process using the crane, due to the limited arm length of the crane, there is a limit on the hoisting height of the roof beams. Moreover, when hoisting relatively large roof beams, multiple cranes are required to coordinate the hoisting. At this time, the coordination between the drivers of multiple cranes needs to be considered, which greatly increases the difficulty of installing the roof beams.

发明内容Summary of the invention

为了便于对屋面梁进行安装,本申请提供一种钢结构屋面梁整体吊装装置及其施工方法。In order to facilitate the installation of roof beams, the present application provides a steel structure roof beam integral hoisting device and a construction method thereof.

本申请提供的一种钢结构屋面梁整体吊装装置及其施工方法采用如下的技术方案:The present application provides a steel structure roof beam integral hoisting device and a construction method thereof, which adopts the following technical solutions:

第一方面,一种钢结构屋面梁整体吊装装置,包括至少一组底座,所述底座的顶部安装有基础框,所述基础框的顶部可拆卸安装有多个配置框,多个所述配置框沿竖直方向呈排列设置,所述基础框的外部套设安装有爬升框,所述爬升框用于放置所述配置框,所述爬升框内安装有爬升组件,所述爬升组件用于控制所述爬升框进行升降运动,所述爬升框的顶部安装有顶升组件,所述顶升组件用于顶升所述配置框,位于最顶部的所述配置框的顶部固定安装有固定框,同组所述固定框的顶部共同安装有吊臂,所述吊臂用于吊设屋面梁。In a first aspect, a steel structure roof beam integral lifting device comprises at least one group of bases, a base frame is installed on the top of the base, a plurality of configuration frames are detachably installed on the top of the base frame, the plurality of configuration frames are arranged in a vertical direction, a climbing frame is installed on the outer sleeve of the base frame, the climbing frame is used to place the configuration frame, a climbing component is installed in the climbing frame, the climbing component is used to control the climbing frame to perform lifting and lowering movements, a jacking component is installed on the top of the climbing frame, the jacking component is used to jack the configuration frame, a fixed frame is fixedly installed on the top of the configuration frame located at the top, a lifting arm is installed on the top of the fixed frames in the same group, and the lifting arm is used to suspend the roof beams.

通过采用上述技术方案,安装时,通过爬升框带动配置框,并在爬升组件的作用下进行爬升,到预定位置时,通过顶升组件带动最高处的配置框顶升,并安装位于爬升框处的配置框,实现整体的升高,从而使得吊臂提升到预定的位置,从而能够实现对屋面梁的安装,这样设置,能够通过实际的需要灵活设置吊臂的高度,不存在相关的限制,从而能够提高对屋面梁进行安装的便利性。By adopting the above technical solution, during installation, the configuration frame is driven by the climbing frame and climbs under the action of the climbing component. When it reaches the predetermined position, the configuration frame at the highest point is driven to be jacked up by the jacking component, and the configuration frame located at the climbing frame is installed to achieve overall lifting, thereby lifting the boom to the predetermined position, thereby enabling the installation of the roof beam. With this arrangement, the height of the boom can be flexibly set according to actual needs, and there are no related restrictions, thereby improving the convenience of installing the roof beam.

可选的,所述爬升组件包括伺服电机,所述伺服电机安装在所述爬升框的内部,所述伺服电机的驱动轴同轴固定连接有传动轴,所述传动轴套接固定有从动齿轮,所述基础框的外侧壁以及所述配置框的外侧壁均固定设置有爬升齿条,所述从动齿轮与所述爬升齿条相互啮合。Optionally, the climbing assembly includes a servo motor, which is installed inside the climbing frame. The drive shaft of the servo motor is coaxially fixedly connected with a transmission shaft, and the transmission shaft is sleeved with a driven gear. The outer wall of the base frame and the outer wall of the configuration frame are both fixedly provided with a climbing rack, and the driven gear is meshed with the climbing rack.

通过采用上述技术方案,伺服电机带动传动轴转动,使得从动齿轮沿爬升齿轮进行准东,从而带动爬升框进行升降。By adopting the above technical solution, the servo motor drives the transmission shaft to rotate, so that the driven gear moves along the climbing gear, thereby driving the climbing frame to move up and down.

可选的,所述爬升框内呈水平安装有锁定气缸,所述锁定气缸的伸缩杆固定有锁定块,所述配置框的侧壁沿竖直方向开设有多个锁定孔,所述锁定块与所述锁定孔插接配合。Optionally, a locking cylinder is horizontally installed in the climbing frame, a locking block is fixed to the telescopic rod of the locking cylinder, a plurality of locking holes are opened on the side wall of the configuration frame in the vertical direction, and the locking block is plugged into and matched with the locking holes.

通过采用上述技术方案,锁定气缸的伸缩杆推动锁定块伸出并与锁定孔插接配合,从而能对爬升框进行锁定,提高爬升框在不移动时的稳定性。By adopting the above technical solution, the telescopic rod of the locking cylinder pushes the locking block to extend and engage with the locking hole, so that the climbing frame can be locked, thereby improving the stability of the climbing frame when it is not moving.

可选的,所述顶升组件包括液压缸,所述爬升框的外侧滑移安装有伸缩板,所述爬升框顶部安装有伸缩气缸,所述伸缩气缸用于控制所述伸缩板伸缩,当所述伸缩板伸长时,所述伸缩板的另一端用于与所述配置框的顶部搭接,所述液压缸呈竖直安装于所述伸缩板的顶部,且所述配置框的外侧固定安装有支撑板,所述液压缸的伸缩杆用于支撑所述支撑板。Optionally, the lifting assembly includes a hydraulic cylinder, a telescopic plate is slidably installed on the outer side of the climbing frame, a telescopic cylinder is installed on the top of the climbing frame, the telescopic cylinder is used to control the extension and retraction of the telescopic plate, when the telescopic plate is extended, the other end of the telescopic plate is used to overlap with the top of the configuration frame, the hydraulic cylinder is vertically installed on the top of the telescopic plate, and a support plate is fixedly installed on the outer side of the configuration frame, and the telescopic rod of the hydraulic cylinder is used to support the support plate.

通过采用上述技术方案,伸缩气缸的伸缩杆推动伸缩板前伸,使得液压缸与支撑板对准,并通过液压缸推动支撑板带动配置框进行上升。By adopting the above technical solution, the telescopic rod of the telescopic cylinder pushes the telescopic plate forward, so that the hydraulic cylinder is aligned with the support plate, and the support plate is pushed by the hydraulic cylinder to drive the configuration frame to rise.

可选的,所述爬升框的一侧设置有放置口,且所述爬升框位于所述放置口的一侧外安装有辅助轨道,所述辅助轨道用于放置所述配置框,且所述辅助轨道与所述配置框滑移配合。Optionally, a placement opening is provided on one side of the climbing frame, and an auxiliary track is installed outside the climbing frame on one side of the placement opening, the auxiliary track is used to place the configuration frame, and the auxiliary track is slidably matched with the configuration frame.

通过采用上述技术方案,辅助轨道的设置,实现了将配置框房子在爬升框处的作用,使得爬升框能够带动配置框进行升降。By adopting the above technical solution and setting the auxiliary track, the configuration frame is placed on the climbing frame, so that the climbing frame can drive the configuration frame to move up and down.

可选的,所述吊臂包括第一子吊臂以及第二子吊臂,所述第一子吊臂与所述第二子吊臂分别安装于同组的所述固定框顶部,且所述第一子吊臂的一端滑移安装有伸缩框,且所述第一子吊臂内安装有电动缸,所述电动缸用于控制所述伸缩框伸缩,所述第二子吊臂的一端开设有安装口,所述伸缩框与所述安装口插接配合。Optionally, the boom includes a first sub-arm and a second sub-arm, the first sub-arm and the second sub-arm are respectively installed on the top of the fixed frame of the same group, and a telescopic frame is slidably installed on one end of the first sub-arm, and an electric cylinder is installed in the first sub-arm, and the electric cylinder is used to control the telescopic frame to extend and retract, and an installation opening is opened at one end of the second sub-arm, and the telescopic frame is plugged into the installation opening.

通过采用上述技术方案,第一子吊臂与第二子吊臂的配合设置,能够提高吊臂安装在固定框顶部的稳定性,从而有利于提高安装屋面梁的整体稳定性。By adopting the above technical solution, the coordinated arrangement of the first sub-jib and the second sub-jib can improve the stability of the boom installed on the top of the fixed frame, thereby facilitating the improvement of the overall stability of the installed roof beams.

可选的,所述固定框的顶部安装有转动盘,所述转动盘用于控制所述第一子吊臂以及第二子吊臂转动。Optionally, a rotating disk is installed on the top of the fixed frame, and the rotating disk is used to control the rotation of the first sub-arm and the second sub-arm.

通过采用上述技术方案,转动盘的设置,能够控制第一子吊臂或者第二子吊臂进行转动,从而在第一子吊臂与第二子吊臂分离时,分别进行吊设作业,从而能够增大吊设的面积以及吊设的灵活性。By adopting the above technical solution, the setting of the rotating disk can control the first sub-boom or the second sub-boom to rotate, so that when the first sub-boom is separated from the second sub-boom, the lifting operation can be performed separately, thereby increasing the lifting area and the lifting flexibility.

可选的,所述转动盘包括安装子盘以及转动环,所述转动环转动安装在所述安装子盘的外侧,所述安装子盘的顶部安装有转动电机,所述转动电机的驱动轴同轴安装有连接杆,所述连接杆用于与所述第一子吊臂或者所述第二子吊臂的底部固定连接,所述转动环用于与所述第一子吊臂或第二子吊臂的底部固定连接。Optionally, the rotating disk includes a mounting sub-disk and a rotating ring, the rotating ring is rotatably mounted on the outside of the mounting sub-disk, a rotating motor is mounted on the top of the mounting sub-disk, a connecting rod is coaxially mounted on the driving shaft of the rotating motor, the connecting rod is used to be fixedly connected to the bottom of the first sub-arm or the second sub-arm, and the rotating ring is used to be fixedly connected to the bottom of the first sub-arm or the second sub-arm.

通过采用上述技术方案,转动电机控制连接杆准东,从而使得连接杆带动第一子吊臂或者第二子吊臂进行欢动,实现了转动盘的作用。By adopting the above technical solution, the rotating motor controls the connection rod to move, so that the connection rod drives the first sub-boom or the second sub-boom to move, thereby realizing the function of the rotating disk.

可选的,所述第一子吊臂以及所述第二子吊臂的底部均安装有起重小车,所述起重小车用于起升屋面梁。Optionally, a lifting trolley is installed at the bottom of the first sub-jib and the second sub-jib, and the lifting trolley is used to lift the roof beam.

通过采用上述技术方案,By adopting the above technical solution,

第二方面,一种钢结构屋面梁整体吊装装置的施工方法,包括以下步骤:In a second aspect, a construction method of an integral hoisting device for a steel structure roof beam comprises the following steps:

S1、在施工地点安装所述底座,并在所述底座的顶部安装所述基础框;S1. Install the base at the construction site, and install the foundation frame on the top of the base;

S2、在所述基础框的顶部安装一个所述配置框;S2, installing a configuration frame on the top of the base frame;

S3、在所述配置框的顶部安装所述固定框;S3, installing the fixing frame on the top of the configuration frame;

S4、将剩余的所述配置框放置在所述爬升框一侧的滑轨处;S4, placing the remaining configuration frames on the slide rails on one side of the climbing frame;

S5、启动所述爬升组件,控制所述爬升框移动至最高处的所述配置框底部;S5, starting the climbing component to control the climbing frame to move to the bottom of the configuration frame at the highest point;

S6、启动所述伸缩气缸控制所述伸缩板带动所述液压缸移动至所述支撑板的正下方;S6, starting the telescopic cylinder to control the telescopic plate to drive the hydraulic cylinder to move to the bottom of the support plate;

S7、解除最高处的所述配置框与下方相邻所述配置框或所述基础框的连接关系,并启动所述液压缸对所述配置框进行顶升;S7, releasing the connection between the configuration frame at the highest position and the configuration frame or the base frame adjacent thereto, and starting the hydraulic cylinder to lift the configuration frame;

S8、将放置于所述滑轨处的爬升框从所述放置口处放入最高处的所述配置框下方,并对相邻的配置框进行连接安装;S8, placing the climbing frame placed on the slide rail from the placement opening to below the configuration frame at the highest position, and connecting and installing adjacent configuration frames;

S9、重复S4到S8的步骤,直至所述吊臂升高至预定位置;S9, repeating steps S4 to S8 until the boom is raised to a predetermined position;

S10、通过所述起重小车吊升屋面梁,完成屋面梁的安装。S10, lifting the roof beam by the lifting trolley to complete the installation of the roof beam.

综上所述,本申请包括以下至少一种有益技术效果:In summary, the present application includes at least one of the following beneficial technical effects:

安装时,通过爬升框带动配置框,并在爬升组件的作用下进行爬升,到预定位置时,通过顶升组件带动最高处的配置框顶升,并安装位于爬升框处的配置框,实现整体的升高,从而使得吊臂提升到预定的位置,从而能够实现对屋面梁的安装,这样设置,能够通过实际的需要灵活设置吊臂的高度,不存在相关的限制,从而能够提高对屋面梁进行安装的便利性;During installation, the configuration frame is driven by the climbing frame and climbed under the action of the climbing assembly. When it reaches the predetermined position, the configuration frame at the highest position is driven to be jacked up by the jacking assembly, and the configuration frame located at the climbing frame is installed to achieve overall elevation, so that the boom is lifted to the predetermined position, so that the roof beam can be installed. In this way, the height of the boom can be flexibly set according to actual needs, and there is no relevant restriction, so that the convenience of installing the roof beam can be improved;

辅助轨道的设置,实现了将配置框房子在爬升框处的作用,使得爬升框能够带动配置框进行升降;The setting of the auxiliary track realizes the function of placing the configuration frame on the climbing frame, so that the climbing frame can drive the configuration frame to rise and fall;

第一子吊臂与第二子吊臂的配合设置,能够提高吊臂安装在固定框顶部的稳定性,从而有利于提高安装屋面梁的整体稳定性;The coordinated arrangement of the first sub-jib and the second sub-jib can improve the stability of the jib installed on the top of the fixed frame, thereby facilitating the overall stability of the installed roof beams;

转动盘的设置,能够控制第一子吊臂或者第二子吊臂进行转动,从而在第一子吊臂与第二子吊臂分离时,分别进行吊设作业,从而能够增大吊设的面积以及吊设的灵活性。The setting of the rotating disk can control the first sub-boom or the second sub-boom to rotate, so that when the first sub-boom is separated from the second sub-boom, the hoisting operation can be performed separately, thereby increasing the hoisting area and the hoisting flexibility.

附图说明BRIEF DESCRIPTION OF THE DRAWINGS

图1是本申请实施例公开一种钢结构屋面梁整体吊装装置的整体结构示意图。FIG1 is a schematic diagram of the overall structure of an integral lifting device for a steel structure roof beam disclosed in an embodiment of the present application.

图2是本申请实施例公开一种钢结构屋面梁整体吊装装置的另一视角整体结构示意图。FIG. 2 is a schematic diagram of the overall structure of a steel structure roof beam integral lifting device disclosed in an embodiment of the present application from another perspective.

图3是图1中A部放大图。FIG. 3 is an enlarged view of portion A in FIG. 1 .

图4是图2中B部放大图。FIG. 4 is an enlarged view of portion B in FIG. 2 .

附图标记说明:Description of reference numerals:

1、底座;2、基础框;3、配置框;4、爬升框;5、爬升组件;51、伺服电机;52、传动轴;53、从动齿轮;54、爬升齿条;55、同步轴;56、传动锥齿轮;57、连接轴;58、配合锥齿轮;6、顶升组件;61、液压缸;62、伸缩板;63、伸缩气缸;7、固定框;8、吊臂;81、第一子吊臂;82、第二子吊臂;9、辅助轨道;10、滚轮;11、限位轨道;12、限位块;13、锁定气缸; 14、锁定块;15、锁定孔;16、伸缩框;17、电动缸;18、转动盘;181、安装子盘;182、转动环;19、转动电机;20、连接杆;21、起重小车;22、支撑板。1. Base; 2. Foundation frame; 3. Configuration frame; 4. Climbing frame; 5. Climbing assembly; 51. Servo motor; 52. Transmission shaft; 53. Driven gear; 54. Climbing rack; 55. Synchronous shaft; 56. Transmission bevel gear; 57. Connecting shaft; 58. Matching bevel gear; 6. Lifting assembly; 61. Hydraulic cylinder; 62. Telescopic plate; 63. Telescopic cylinder; 7. Fixed frame; 8. Boom; 81. First sub-boom; 82. Second sub-boom; 9. Auxiliary rail; 10. Roller; 11. Limit rail; 12. Limit block; 13. Locking cylinder; 14. Locking block; 15. Locking hole; 16. Telescopic frame; 17. Electric cylinder; 18. Rotating plate; 181. Mounting sub-plate; 182. Rotating ring; 19. Rotating motor; 20. Connecting rod; 21. Lifting trolley; 22. Support plate.

具体实施方式DETAILED DESCRIPTION

以下结合附图1-4对本申请作进一步详细说明。The present application is further described in detail below in conjunction with Figures 1-4.

第一方面,本申请实施例公开一种钢结构屋面梁整体吊装装置。参照图1和图2,一种钢结构屋面梁整体吊装装置包括至少一组底座1,且每组设置为两个。在本实施例中,底座1设置为一组,且同组底座1的顶部安装有基础框2。基础框2的顶部可拆卸安装有多个配置框3,多个配置框3沿竖直方向呈排列设置。基础框2的外部套设安装有爬升框4,爬升框4用于放置配置框3,爬升框4内安装有爬升组件5,爬升组件5用于控制爬升框4进行升降运动。爬升框4的顶部安装有顶升组件6,顶升组件6用于顶升配置框3。位于最顶部的配置框3的顶部固定安装有固定框7,同组底座1上的两个固定框7的顶部共同安装有吊臂8,吊臂8用于吊设屋面梁。In the first aspect, the embodiment of the present application discloses an integral hoisting device for steel structure roof beams. Referring to Figures 1 and 2, an integral hoisting device for steel structure roof beams includes at least one group of bases 1, and each group is set to two. In this embodiment, the bases 1 are set as a group, and a base frame 2 is installed on the top of the same group of bases 1. A plurality of configuration frames 3 are detachably installed on the top of the base frame 2, and the plurality of configuration frames 3 are arranged in an arrangement along the vertical direction. A climbing frame 4 is installed on the outer sleeve of the base frame 2, and the climbing frame 4 is used to place the configuration frame 3. A climbing assembly 5 is installed in the climbing frame 4, and the climbing assembly 5 is used to control the climbing frame 4 to perform lifting and lowering movements. A jacking assembly 6 is installed on the top of the climbing frame 4, and the jacking assembly 6 is used to jack the configuration frame 3. A fixed frame 7 is fixedly installed on the top of the configuration frame 3 at the top, and a suspension arm 8 is installed on the top of the two fixed frames 7 on the same group of bases 1, and the suspension arm 8 is used to suspend the roof beam.

参照图1到图3,爬升框4的一侧设置有放置口,且爬升框4位于放置口的一侧外安装有辅助轨道9,辅助轨道9的数量设置为两个,且两个辅助轨道9相互平行。辅助轨道9用于放置配置框3,且辅助轨道9与配置框3滑移配合。具体的,辅助轨道9的内侧沿长度方向转动安装有多个滚轮10,滚轮10用于承接配置框3,从而能对配置框3进行滑移承接,提高配置框3移动的便利性。Referring to Figures 1 to 3, a placement opening is provided on one side of the climbing frame 4, and an auxiliary track 9 is installed outside the climbing frame 4 on one side of the placement opening. The number of the auxiliary tracks 9 is set to two, and the two auxiliary tracks 9 are parallel to each other. The auxiliary track 9 is used to place the configuration frame 3, and the auxiliary track 9 and the configuration frame 3 are slidably matched. Specifically, a plurality of rollers 10 are rotatably installed on the inner side of the auxiliary track 9 along the length direction, and the rollers 10 are used to receive the configuration frame 3, so that the configuration frame 3 can be slidably received, thereby improving the convenience of moving the configuration frame 3.

参照图3,爬升框4位于放置口的一侧外安装有限位轨道11,限位轨道11的数量设置为两个,且两个限位轨道11相互平行并设置在辅助轨道9的上方。限位轨道11的设置,能够对配置框3的移动起到限制的作用,提高爬升框4移动的稳定性。限位轨道11远离爬升框4的一端滑移安装有限位块12,限位块12能沿竖直方向进行滑移,在正常状态下,限位块12能在重力的作用下移动到限位轨道11的下方,从而能对放置在爬升框4内的配置框3进行限位,提高配置框3放置的稳定性。Referring to Figure 3, a limiting track 11 is installed outside one side of the placement opening of the climbing frame 4. The number of limiting tracks 11 is set to two, and the two limiting tracks 11 are parallel to each other and are arranged above the auxiliary track 9. The setting of the limiting track 11 can limit the movement of the configuration frame 3 and improve the stability of the movement of the climbing frame 4. A limiting block 12 is slidably installed at one end of the limiting track 11 away from the climbing frame 4. The limiting block 12 can slide in the vertical direction. Under normal conditions, the limiting block 12 can move to the bottom of the limiting track 11 under the action of gravity, so as to limit the configuration frame 3 placed in the climbing frame 4 and improve the stability of the placement of the configuration frame 3.

参照图1和图4,爬升组件5包括伺服电机51,伺服电机51安装在爬升框4的内部,伺服电机51的驱动轴同轴固定连接有传动轴52,传动轴52套接固定有从动齿轮53,基础框2的外侧壁以及配置框3的外侧壁均固定设置有爬升齿条54,从动齿轮53与爬升齿条54相互啮合。具体的,传动轴52上的从动齿轮53设置为两个,基础框2的外侧壁以及配置框3的外侧壁均固定设置有两个爬升齿条54,从而与两个从动齿轮53相配合。1 and 4, the climbing assembly 5 includes a servo motor 51, which is installed inside the climbing frame 4. The driving shaft of the servo motor 51 is coaxially fixedly connected with a transmission shaft 52, and the transmission shaft 52 is sleeved and fixed with a driven gear 53. The outer wall of the base frame 2 and the outer wall of the configuration frame 3 are both fixedly provided with a climbing rack 54, and the driven gear 53 is meshed with the climbing rack 54. Specifically, there are two driven gears 53 on the transmission shaft 52, and the outer wall of the base frame 2 and the outer wall of the configuration frame 3 are both fixedly provided with two climbing racks 54, so as to cooperate with the two driven gears 53.

参照图4,爬升框4的内侧与传动轴52相对的一侧转动安装有同步轴55,同步轴55上同轴固定安装有两个从动齿轮53,基础框2的外侧壁以及配置框3的外侧壁均对应固定设置有爬升齿条54。传动轴52远离伺服电机51的一端同轴固定安装有传动锥齿轮56,且同步轴55的一端对应安装有传动锥齿轮56。爬升框4的内部与传动轴52相邻的一侧转动安装有连接轴57,连接轴57的两端分别固定安装有配合锥齿轮58,两个配合锥齿轮58分别与两个传动锥齿轮56相啮合,从而能够通过传动轴52带动同步轴55转动,提高爬升框4沿爬升齿条54移动的稳定性。Referring to Fig. 4, a synchronous shaft 55 is rotatably mounted on the inner side of the climbing frame 4 opposite to the transmission shaft 52, and two driven gears 53 are coaxially fixedly mounted on the synchronous shaft 55. The outer side wall of the base frame 2 and the outer side wall of the configuration frame 3 are both correspondingly fixedly mounted with climbing racks 54. A transmission bevel gear 56 is coaxially fixedly mounted on the end of the transmission shaft 52 away from the servo motor 51, and a transmission bevel gear 56 is correspondingly mounted on one end of the synchronous shaft 55. A connecting shaft 57 is rotatably mounted on the inner side of the climbing frame 4 adjacent to the transmission shaft 52, and matching bevel gears 58 are respectively fixedly mounted at both ends of the connecting shaft 57. The two matching bevel gears 58 are respectively meshed with the two transmission bevel gears 56, so that the synchronous shaft 55 can be driven to rotate through the transmission shaft 52, thereby improving the stability of the climbing frame 4 moving along the climbing rack 54.

参照图4,爬升框4内呈水平安装有锁定气缸13,锁定气缸13的伸缩杆固定有锁定块 14,配置框3的侧壁沿竖直方向开设有多个锁定孔15,且锁定孔15与爬升齿条54分别设置在爬升框4相邻的侧壁上。锁定块 14与锁定孔15插接配合,从而能够对爬升框4进行锁定,在不进行爬升时,提高爬升框4放置的稳定性。同时,还可以通过锁定孔15的设置,并通过固定板与螺栓的配合,从而对相邻的爬升框4进行固定安装,一举两用。Referring to Fig. 4, a locking cylinder 13 is horizontally installed in the climbing frame 4, a locking block 14 is fixed to the telescopic rod of the locking cylinder 13, a plurality of locking holes 15 are provided in the side wall of the configuration frame 3 in the vertical direction, and the locking holes 15 and the climbing rack 54 are respectively arranged on the side walls adjacent to the climbing frame 4. The locking block 14 is plugged and matched with the locking hole 15, so that the climbing frame 4 can be locked, and the stability of the placement of the climbing frame 4 is improved when climbing is not performed. At the same time, the adjacent climbing frame 4 can also be fixed and installed by setting the locking hole 15 and by the cooperation between the fixing plate and the bolt, achieving two goals at one stroke.

参照图4,顶升组件6包括液压缸61,爬升框4的外侧滑移安装有伸缩板62,爬升框4顶部安装有伸缩气缸63。伸缩气缸63的伸缩杆与伸缩板62的侧壁固定连接。伸缩气缸63用于控制伸缩板62伸缩,当伸缩板62伸长时,伸缩板62的另一端与配置框3的顶部搭接,从而能够通过配置框3与爬升框4共同对伸缩板62进行支撑。液压缸61呈竖直安装于伸缩板62的顶部,且配置框3的外侧固定安装有支撑板22。当伸缩板62伸出并搭接在配置框3的顶部时,液压缸61的伸缩杆与支撑板22相对准,并用于支撑支撑板22,从而能够推动上方的配置框3进行升起。Referring to Fig. 4, the lifting assembly 6 includes a hydraulic cylinder 61, a telescopic plate 62 is slidably installed on the outer side of the climbing frame 4, and a telescopic cylinder 63 is installed on the top of the climbing frame 4. The telescopic rod of the telescopic cylinder 63 is fixedly connected to the side wall of the telescopic plate 62. The telescopic cylinder 63 is used to control the telescopic plate 62 to extend and retract. When the telescopic plate 62 is extended, the other end of the telescopic plate 62 overlaps with the top of the configuration frame 3, so that the telescopic plate 62 can be supported by the configuration frame 3 and the climbing frame 4. The hydraulic cylinder 61 is vertically installed on the top of the telescopic plate 62, and the support plate 22 is fixedly installed on the outer side of the configuration frame 3. When the telescopic plate 62 is extended and overlapped on the top of the configuration frame 3, the telescopic rod of the hydraulic cylinder 61 is aligned with the support plate 22 and is used to support the support plate 22, so that the configuration frame 3 above can be pushed to rise.

参照图1,吊臂8包括第一子吊臂81以及第二子吊臂82,第一子吊臂81与第二子吊臂82分别安装于同组的固定框7顶部,且第一子吊臂81的一端滑移安装有伸缩框16,第一子吊臂81的内部安装有电动缸17,电动缸17的端部与伸缩框16的侧壁固定连接,从而能够通过电动缸17控制伸缩框16进行伸缩运动。第二子吊臂82的一端开设有安装口,伸缩框16与安装口插接配合。从而能够将第一子吊臂81与第二子吊臂82相互固定连接,提高第一子吊臂81与第二子吊臂82安装的稳定性。1 , the boom 8 includes a first sub-boom 81 and a second sub-boom 82. The first sub-boom 81 and the second sub-boom 82 are respectively mounted on the top of the fixed frame 7 of the same group, and a telescopic frame 16 is slidably mounted on one end of the first sub-boom 81. An electric cylinder 17 is mounted inside the first sub-boom 81. The end of the electric cylinder 17 is fixedly connected to the side wall of the telescopic frame 16, so that the telescopic frame 16 can be controlled by the electric cylinder 17 to perform telescopic movement. An installation opening is provided at one end of the second sub-boom 82, and the telescopic frame 16 is plugged into the installation opening. Thus, the first sub-boom 81 and the second sub-boom 82 can be fixedly connected to each other, thereby improving the stability of the installation of the first sub-boom 81 and the second sub-boom 82.

参照图1,固定框7的顶部安装有转动盘18,转动盘18用于控制第一子吊臂81以及第二子吊臂82转动。具体的,转动盘18包括安装子盘181以及转动环182,转动环182转动安装在安装子盘181的外侧,安装子盘181的顶部安装有转动电机19,转动电机19的驱动轴同轴安装有连接杆20,连接杆20用于与第一子吊臂81或者第二子吊臂82的底部固定连接,转动环182用于与第一子吊臂81或第二子吊臂82的底部固定连接。1 , a rotating disk 18 is installed on the top of the fixed frame 7, and the rotating disk 18 is used to control the rotation of the first sub-arm 81 and the second sub-arm 82. Specifically, the rotating disk 18 includes a mounting sub-disk 181 and a rotating ring 182, and the rotating ring 182 is rotatably mounted on the outer side of the mounting sub-disk 181. A rotating motor 19 is installed on the top of the mounting sub-disk 181, and a connecting rod 20 is coaxially mounted on the driving shaft of the rotating motor 19. The connecting rod 20 is used to be fixedly connected to the bottom of the first sub-arm 81 or the second sub-arm 82, and the rotating ring 182 is used to be fixedly connected to the bottom of the first sub-arm 81 or the second sub-arm 82.

参照图1,第一子吊臂81以及第二子吊臂82的底部均安装有起重小车21,起重小车21用于起升屋面梁。1 , a lifting trolley 21 is installed at the bottom of the first sub-jib 81 and the second sub-jib 82 , and the lifting trolley 21 is used to lift the roof beam.

本申请实施例一种钢结构屋面梁整体吊装装置的实施原理为:The implementation principle of the overall hoisting device for a steel structure roof beam in the embodiment of the present application is as follows:

安装时,先安装底座1,然后在底座1上面安装基础框2,并在基础狂的上方安装一个配置框3。然后通过爬升框4放置配置框3,并通过爬升组件5带动爬升框4进行爬升,爬升到预定位置之后,使用爬升组件5对配置框3进行升高,并将滑轨处的配置框3推入爬升框4内部进行安装,从而实现对吊臂8的升高,改变了使用吊车进行屋面梁安装的作业模式,提高了对屋面梁进行安装的便利性。During installation, the base 1 is first installed, and then the foundation frame 2 is installed on the base 1, and a configuration frame 3 is installed above the foundation frame. Then the configuration frame 3 is placed through the climbing frame 4, and the climbing frame 4 is driven to climb by the climbing assembly 5. After climbing to a predetermined position, the climbing assembly 5 is used to raise the configuration frame 3, and the configuration frame 3 at the slide rail is pushed into the climbing frame 4 for installation, thereby realizing the raising of the boom 8, changing the operation mode of using a crane to install the roof beam, and improving the convenience of installing the roof beam.

第二方面,本申请实施例公开了一种钢结构屋面梁整体吊装装置的施工方法,包括以下步骤:In a second aspect, the present application discloses a construction method of an integral hoisting device for a steel structure roof beam, comprising the following steps:

S1、在施工地点安装底座1,并在底座1的顶部安装基础框2;S1, installing a base 1 at a construction site, and installing a foundation frame 2 on the top of the base 1;

S2、在基础框2的顶部安装一个配置框3;S2, installing a configuration frame 3 on the top of the base frame 2;

S3、在配置框3的顶部安装固定框7;S3, installing a fixing frame 7 on the top of the configuration frame 3;

S4、将剩余的配置框3放置在爬升框4一侧的滑轨处;S4, placing the remaining configuration frame 3 on the slide rail on one side of the climbing frame 4;

S5、启动爬升组件5,控制爬升框4移动至最高处的配置框3底部;S5, start the climbing component 5, control the climbing frame 4 to move to the bottom of the configuration frame 3 at the highest point;

S6、启动伸缩气缸63控制伸缩板62带动液压缸61移动至支撑板22的正下方;S6, start the telescopic cylinder 63 to control the telescopic plate 62 to drive the hydraulic cylinder 61 to move to the bottom of the support plate 22;

S7、解除最高处的配置框3与下方相邻配置框3或基础框2的连接关系,并启动液压缸61对配置框3进行顶升;S7, releasing the connection between the highest configuration frame 3 and the adjacent configuration frame 3 or the base frame 2 below, and starting the hydraulic cylinder 61 to lift the configuration frame 3;

S8、将放置于滑轨处的爬升框4从放置口处放入最高处的配置框3下方,并对相邻的配置框3进行连接安装;S8, placing the climbing frame 4 placed on the slide rail from the placement opening to below the configuration frame 3 at the highest position, and connecting and installing the adjacent configuration frames 3;

S9、重复S4到S8的步骤,直至吊臂8升高至预定位置;S9, repeating steps S4 to S8 until the boom 8 is raised to a predetermined position;

S10、通过起重小车21吊升屋面梁,完成屋面梁的安装。S10, lifting the roof beam by the lifting trolley 21 to complete the installation of the roof beam.

以上均为本申请的较佳实施例,并非依此限制本申请的保护范围,故:凡依本申请的结构、形状、原理所做的等效变化,均应涵盖于本申请的保护范围之内。The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims (3)

1. The utility model provides a steel construction roofing roof beam integral hoisting device, includes at least a set of base (1), its characterized in that: the base is characterized in that a foundation frame (2) is arranged at the top of the base (1), a plurality of configuration frames (3) are detachably arranged at the top of the foundation frame (2), a climbing frame (4) is sleeved outside the foundation frame (2), the climbing frame (4) is used for placing the configuration frames (3), a climbing assembly (5) is arranged in the climbing frame (4), the climbing assembly (5) is used for controlling the climbing frame (4) to perform lifting movement, a jacking assembly (6) is arranged at the top of the climbing frame (4), the jacking assembly (6) is used for jacking the configuration frames (3), a fixed frame (7) is fixedly arranged at the top of the configuration frame (3), a suspension arm (8) is jointly arranged at the top of the fixed frame (7), and the suspension arm (8) is used for suspending a roof beam;
The climbing assembly (5) comprises a servo motor (51), the servo motor (51) is installed inside the climbing frame (4), a driving shaft of the servo motor (51) is fixedly connected with a driving shaft (52) in a coaxial mode, the driving shaft (52) is fixedly sleeved with a driven gear (53), climbing racks (54) are fixedly arranged on the outer side wall of the base frame (2) and the outer side wall of the configuration frame (3), and the driven gear (53) is meshed with the climbing racks (54);
A synchronous shaft (55) is rotatably arranged on one side, opposite to the transmission shaft (52), of the inner side of the climbing frame (4), two driven gears (53) are coaxially and fixedly arranged on the synchronous shaft (55), climbing racks (54) are correspondingly and fixedly arranged on the outer side wall of the foundation frame (2) and the outer side wall of the configuration frame (3), a transmission bevel gear (56) is coaxially and fixedly arranged at one end, far away from the servo motor (51), of the transmission shaft (52), a transmission bevel gear (56) is correspondingly arranged at one end of the synchronous shaft (55), a connecting shaft (57) is rotatably arranged at one side, adjacent to the transmission shaft (52), of the inner side of the climbing frame (4), two matched bevel gears (58) are fixedly arranged at two ends of the connecting shaft (57), and the two matched bevel gears (58) are meshed with the two transmission bevel gears (56) respectively, so that the synchronous shaft (55) can be driven to rotate through the transmission shaft (52);
A locking air cylinder (13) is horizontally arranged in the climbing frame (4), a locking block (14) is fixed on a telescopic rod of the locking air cylinder (13), a plurality of locking holes (15) are formed in the side wall of the configuration frame (3) along the vertical direction, and the locking block (14) is in plug-in fit with the locking holes (15);
The jacking assembly (6) comprises a hydraulic cylinder (61), a telescopic plate (62) is installed on the outer side of the climbing frame (4) in a sliding mode, a telescopic cylinder (63) is installed on the top of the climbing frame (4), the telescopic cylinder (63) is used for controlling the telescopic plate (62) to stretch, when the telescopic plate (62) stretches, the other end of the telescopic plate (62) is used for being overlapped with the top of the configuration frame (3), the hydraulic cylinder (61) is vertically installed on the top of the telescopic plate (62), a supporting plate (22) is fixedly installed on the outer side of the configuration frame (3), and a telescopic rod of the hydraulic cylinder (61) is used for supporting the supporting plate (22);
a placement opening is formed in one side of the climbing frame (4), an auxiliary rail (9) is arranged outside one side of the climbing frame (4) positioned at the placement opening, the auxiliary rail (9) is used for placing the configuration frame (3), and the auxiliary rail (9) is in sliding fit with the configuration frame (3);
The lifting arm (8) comprises a first sub-lifting arm (81) and a second sub-lifting arm (82), the first sub-lifting arm (81) and the second sub-lifting arm (82) are respectively arranged at the top of the fixed frame (7) in the same group, one end of the first sub-lifting arm (81) is slidably provided with a telescopic frame (16), an electric cylinder (17) is arranged in the first sub-lifting arm (81), the electric cylinder (17) is used for controlling the telescopic frame (16) to stretch out and draw back, one end of the second sub-lifting arm (82) is provided with a mounting opening, and the telescopic frame (16) is in plug-in fit with the mounting opening;
A rotating disc (18) is arranged at the top of the fixed frame (7), and the rotating disc (18) is used for controlling the first sub-suspension arm (81) and the second sub-suspension arm (82) to rotate;
The rotating disc (18) comprises an installation sub disc (181) and a rotating ring (182), the rotating ring (182) is rotatably installed on the outer side of the installation sub disc (181), a rotating motor (19) is installed at the top of the installation sub disc (181), a connecting rod (20) is coaxially installed on a driving shaft of the rotating motor (19), the connecting rod (20) is used for being fixedly connected with the bottom of a first sub suspension arm (81) or a second sub suspension arm (82), and the rotating ring (182) is used for being fixedly connected with the bottom of the first sub suspension arm (81) or the second sub suspension arm (82).
2. The steel structure roof beam integral hoisting device according to claim 1, wherein: the bottoms of the first sub-suspension arm (81) and the second sub-suspension arm (82) are respectively provided with a trolley (21), and the trolley (21) is used for lifting a roof beam.
3. A construction method of a steel structure roof beam integral hoisting device, which is applied to the steel structure roof beam integral hoisting device of any one of claims 1-2, and is characterized by comprising the following steps:
s1, installing the base (1) at a construction site, and installing the foundation frame (2) at the top of the base (1);
s2, installing one configuration frame (3) on the top of the foundation frame (2);
S3, installing the fixed frame (7) on the top of the configuration frame (3);
s4, placing the rest of the configuration frame (3) at a sliding rail on one side of the climbing frame (4);
S5, starting the climbing assembly (5), and controlling the climbing frame (4) to move to the bottom of the configuration frame (3) at the highest position;
S6, starting the telescopic cylinder (63) to control the telescopic plate (62) to drive the hydraulic cylinder (61) to move to the position right below the supporting plate (22);
S7, releasing the connection relation between the highest configuration frame (3) and the lower adjacent configuration frame (3) or the foundation frame (2), and starting the hydraulic cylinder (61) to lift the configuration frame (3);
s8, placing the climbing frame (4) placed at the sliding rail below the configuration frame (3) at the highest position from the placement opening, and connecting and installing the adjacent configuration frames (3);
S9, repeating the steps from S4 to S8 until the suspension arm (8) is lifted to a preset position;
s10, lifting the roof beam by a crane trolley (21) to finish the installation of the roof beam.
CN202210616112.4A 2022-06-01 2022-06-01 An integral hoisting device for steel structure roof beams and a construction method thereof Active CN114955903B (en)

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108002250A (en) * 2016-09-30 2018-05-08 陈勇波 A kind of roofing device for hoisting and the method for dismounting of crane and crane arm
CN207375654U (en) * 2017-04-28 2018-05-18 中国建筑股份有限公司 Non-closed tower crane climbing frame device

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1526040A (en) * 1966-03-17 1968-05-24 Winget Ltd Load lifting vehicle
RU2207318C2 (en) * 2001-04-26 2003-06-27 Закрытое акционерное общество "Национальная компания Уралтерминалмаш" Base of slewing circle of crane-manipulator set
CN201901539U (en) * 2010-09-27 2011-07-20 中昇建机(南京)重工有限公司 Internal climbing type and external climbing type tower crane with luffing jib
KR102023707B1 (en) * 2019-01-31 2019-09-20 (유)아하산업 Crane

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108002250A (en) * 2016-09-30 2018-05-08 陈勇波 A kind of roofing device for hoisting and the method for dismounting of crane and crane arm
CN207375654U (en) * 2017-04-28 2018-05-18 中国建筑股份有限公司 Non-closed tower crane climbing frame device

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Denomination of invention: A steel structure roof beam integral hoisting device and its construction method

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