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CN115402926A - Gantry Crane Jib Supporting Device and Jib and Trunk Bridge Assembly and Connection Method - Google Patents

Gantry Crane Jib Supporting Device and Jib and Trunk Bridge Assembly and Connection Method Download PDF

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Publication number
CN115402926A
CN115402926A CN202211181318.5A CN202211181318A CN115402926A CN 115402926 A CN115402926 A CN 115402926A CN 202211181318 A CN202211181318 A CN 202211181318A CN 115402926 A CN115402926 A CN 115402926A
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connecting rod
support
boom
jib
telescopic
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任军辉
张维友
李港
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China Railway Wuxin Heavy Industry Co Ltd
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China Railway Wuxin Heavy Industry Co Ltd
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C5/00Base supporting structures with legs
    • B66C5/02Fixed or travelling bridges or gantries, i.e. elongated structures of inverted L or of inverted U shape or tripods

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  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Jib Cranes (AREA)

Abstract

本申请公开的门座起重机臂架支撑装置,和运用该装置装配连接臂架与象鼻梁的方法,支撑装置包括:横梁机构;设于横梁机构两端侧壁上的支撑座;与支撑座活动连接的伸缩支腿;设于横梁机构同一侧壁的伸缩支腿之间的横杆;设于横梁机构两端侧壁的伸缩支腿之间的连杆总成,连杆总成可拆卸连接,拆卸后连杆总成放置于伸缩支腿侧面,使横梁机构两侧的伸缩支腿能够绕支撑座转动折叠;设于连杆总成上,用于结合伸缩支腿调节臂架支撑角度的螺杆机构。本申请公开的门座起重机臂架支撑装置,其能够调节臂架的支撑角度与高度,确保臂架装配时的平稳可靠支撑,工况适应性好、占用空间小且运存便捷,可以提高臂架装配的生产效率,以及降低安全隐患与附加成本。

Figure 202211181318

The application discloses a portal crane jib support device, and a method for using the device to assemble and connect the jib frame and the elephant trunk beam. The support device includes: a beam mechanism; support seats arranged on the side walls at both ends of the beam mechanism; movable with the support seat The connected telescopic outriggers; the cross bar between the telescopic outriggers on the same side wall of the beam mechanism; the connecting rod assembly between the telescopic outriggers on the side walls at both ends of the beam mechanism, and the connecting rod assembly is detachably connected After disassembly, the connecting rod assembly is placed on the side of the telescopic outrigger, so that the telescopic outriggers on both sides of the beam mechanism can be rotated and folded around the support seat; on the connecting rod assembly, it is used to adjust the support angle of the boom combined with the telescopic outrigger screw mechanism. The jib support device of the portal crane disclosed in the present application can adjust the support angle and height of the jib to ensure stable and reliable support when the jib is assembled. Improve the production efficiency of rack assembly, and reduce safety hazards and additional costs.

Figure 202211181318

Description

门座起重机臂架支撑装置及臂架与象鼻梁装配连接方法Gantry Crane Jib Supporting Device and Jib and Trunk Bridge Assembly and Connection Method

技术领域technical field

本申请涉及门座起重机制造技术领域,具体地说,尤其涉及一种门座起重机臂架支撑装置以及运用此装置装配连接门座起重机臂架与象鼻梁的方法。The present application relates to the technical field of portal crane manufacturing, in particular to a portal crane jib support device and a method for using the device to assemble and connect the portal crane jib and the trunk bridge.

背景技术Background technique

目前,对于四连杆结构的门座起重机整机装配和运输方式主要为两种:第一种是整机整体厂内装配、调试完成,再通过专用船舶整机运输至使用地点;第二种是各零部件分别运输至使用地点,再现场装配成整机并调试。第二种第二种方式对起重机制造单位场地、位置等环境要求相对较低,适应性、灵活性更强,虽现场装配时虽会占用一定现场时间,但整机的整体生产周期并无明显差别,只是区别于在起重机制造厂内与使用现场而已,故该方式目前普遍采用。At present, there are mainly two ways to assemble and transport the whole machine of the portal crane with four-link structure: the first one is that the whole machine is assembled and debugged in the factory, and then the whole machine is transported to the place of use by a special ship; the second is Each component is transported to the place of use separately, and then assembled into a complete machine on site and debugged. The second method has relatively low environmental requirements for the site and location of the crane manufacturing unit, and is more adaptable and flexible. Although the on-site assembly will take up a certain amount of on-site time, the overall production cycle of the whole machine is not obvious. The difference is only the difference between the crane factory and the use site, so this method is currently widely used.

基于此,目前传统四连杆结构门座式起重机臂架与象鼻梁装配时多是采用汽车吊或龙门吊等移动式起重设备将其分别吊起进行装配连接或采用一大尺寸“n”形马凳直接支撑于臂架下方进行与象鼻梁装配连接。但是该方式存在诸多不足:1、以马凳支撑,支撑角度以及支撑高度无法调节,无法确保不同尺寸臂架均平稳可靠支撑,增大滑动风险与安全隐患,工况适应性差;2、马凳外形尺寸大,特别是用户现场安装时,运输、存放占空间、不方便、增加附加成本;3、马凳直接刚性支撑于臂架下方,且支点位置无准确范围,在与象鼻梁装配时臂架容易在马凳上滑动或马凳容易倾倒,存在大的安全隐患,同时容易破坏臂架防腐涂层,影响使用寿命;4、臂架与象鼻梁吊在空中晃动大,连接孔位难对正,影响装配效率,并存在较大安全隐患。Based on this, when the traditional four-link structure gantry crane jib and elephant trunk beam are assembled, mobile hoisting equipment such as truck cranes or gantry cranes are used to lift them separately for assembly and connection, or a large-size "n" shape is used to assemble them. The horse stool is directly supported under the arm frame to be assembled and connected with the elephant trunk bridge. However, there are many deficiencies in this method: 1. The support angle and support height cannot be adjusted by the horse stool, which cannot ensure the stable and reliable support of booms of different sizes, which increases the risk of sliding and potential safety hazards, and poor adaptability to working conditions; 2. The horse stool The external dimensions are large, especially when the user installs on site, transportation and storage take up space, are inconvenient, and increase additional costs; 3. The horse stool is directly and rigidly supported under the arm frame, and the position of the fulcrum has no accurate range. When assembling with the elephant trunk bridge, the arm The frame is easy to slide on the horse stool or the horse stool is easy to fall, which poses a big safety hazard. At the same time, it is easy to damage the anti-corrosion coating of the arm frame, which affects the service life; 4. The arm frame and the elephant trunk hang in the air. Positive, affect the assembly efficiency, and there is a big safety hazard.

因此,如何提供一种门座起重机臂架支撑装置,以及运用此装置装配连接臂架与象鼻梁的方法,其能够调节臂架的支撑角度与高度,确保臂架装配时的平稳可靠支撑,工况适应性好且运存便捷,可以提高臂架装配连接的生产效率,以及降低安全隐患与附加成本,已经成为本领域技术人员亟待解决的技术问题。Therefore, how to provide a jib support device for a portal crane, and a method for assembling and connecting the jib and the elephant trunk using this device, which can adjust the support angle and height of the jib, and ensure stable and reliable support when the jib is assembled. It has good environmental adaptability and convenient transportation and storage, can improve the production efficiency of boom assembly and connection, and reduce safety hazards and additional costs, which have become technical problems to be solved urgently by those skilled in the art.

发明内容Contents of the invention

为解决上述技术问题,本申请提供一种门座起重机臂架支撑装置,以及运用此装置装配连接臂架与象鼻梁的方法,其能够调节臂架的支撑角度与高度,确保臂架装配时的平稳可靠支撑,工况适应性好,使用时连杆总成设于两伸缩支腿之间,提高整体稳定性,折叠时连杆总成拆卸后放置于伸缩支腿侧面,空间占用小且运存便捷,可以提高臂架装配连接的生产效率,以及降低安全隐患与附加成本。In order to solve the above-mentioned technical problems, the application provides a jib support device for a portal crane, and a method for assembling and connecting the jib and the elephant trunk using this device, which can adjust the support angle and height of the jib to ensure that the jib is assembled properly. Stable and reliable support, good adaptability to working conditions. When in use, the connecting rod assembly is installed between the two telescopic outriggers to improve the overall stability. The storage is convenient, which can improve the production efficiency of the jib assembly and connection, and reduce safety hazards and additional costs.

本申请提供的一种技术方案如下:A kind of technical scheme that this application provides is as follows:

本申请提供一种门座起重机臂架支撑装置,包括:横梁机构,其与门座起重机臂架抵接,用于进行臂架支撑;设置于所述横梁机构两端侧壁上的支撑座;一端与所述支撑座活动连接,另一端抵接地面的伸缩支腿,所述伸缩支腿用于承载所述横梁机构与臂架重量,并且通过伸缩调节臂架的支撑高度;设置于所述横梁机构同一侧壁的所述伸缩支腿之间的横杆;设置于所述横梁机构两端侧壁的所述伸缩支腿之间的连杆总成,所述连杆总成与横杆用于将伸缩支腿连接成一整体;所述连杆总成可拆卸连接,拆卸后的连杆总成放置于所述伸缩支腿侧面,使所述横梁机构两侧的伸缩支腿能够绕支撑座转动折叠;设置于所述连杆总成上,调节连杆总成长度的螺杆机构,所述螺杆机构用于结合所述伸缩支腿调节臂架的支撑角度。The present application provides a support device for a boom of a portal crane, comprising: a crossbeam mechanism abutting against the boom of the portal crane for supporting the boom; support seats arranged on the side walls at both ends of the crossbeam mechanism; One end is movably connected with the support base, and the other end touches the telescopic outrigger on the ground. The telescopic outrigger is used to carry the weight of the beam mechanism and the boom, and adjust the support height of the boom through telescopic adjustment; it is set on the The cross bar between the telescopic legs of the same side wall of the cross beam mechanism; the connecting rod assembly arranged between the telescopic legs of the two side walls of the cross beam mechanism, the connecting rod assembly and the cross bar It is used to connect the telescopic outriggers into a whole; the connecting rod assembly can be detachably connected, and the disassembled connecting rod assembly is placed on the side of the telescopic outrigger, so that the telescopic outriggers on both sides of the beam mechanism can support The seat is rotated and folded; it is arranged on the connecting rod assembly and is a screw mechanism for adjusting the length of the connecting rod assembly. The screw mechanism is used to combine with the telescopic legs to adjust the support angle of the boom.

进一步地,在本发明一种优选的方式中,所述横梁机构包括:Further, in a preferred manner of the present invention, the beam mechanism includes:

横梁体,所述支撑座两两对称设置于所述横梁体两端侧壁上;The beam body, the support seats are symmetrically arranged on the side walls at both ends of the beam body;

设置于所述横梁体上端的定位架;A positioning frame arranged at the upper end of the beam body;

设置于所述定位架内,连接于所述横梁体的支撑体;set in the positioning frame and connected to the support body of the beam body;

所述支撑体上端为平面,用于与臂架抵接,下端嵌入设置于所述定位架内,其沿长度方向设置有与所述横梁体安装固定的接口。The upper end of the supporting body is a plane, which is used to abut against the boom, and the lower end is embedded in the positioning frame, which is provided with an interface fixed with the beam body along the length direction.

进一步地,在本发明一种优选的方式中,所述伸缩支腿包括:Further, in a preferred manner of the present invention, the telescopic legs include:

固定节,所述固定节下端开口,下端侧壁上设置有销轴孔;The fixed section, the lower end of the fixed section is open, and the side wall of the lower end is provided with a pin hole;

设置于所述固定节上端的第一耳座,所述第一耳座与所述支撑座铰接连接;a first lug set on the upper end of the fixing section, the first lug is hingedly connected with the support base;

套设于所述固定节内,用于调节所述伸缩支腿长度的活动节,所述活动节上设置有销轴孔,通过销轴限定所述固定节与活动节之间的位置;The movable section is sleeved in the fixed section and used to adjust the length of the telescopic outrigger, the movable section is provided with a pin hole, and the position between the fixed section and the movable section is defined by the pin;

设置于所述活动节下端,用于进行地面支撑的防滑底板。It is arranged at the lower end of the movable section and is used as a non-slip bottom plate for ground support.

进一步地,在本发明一种优选的方式中,所述伸缩支腿设置有4件,通过所述横梁体上的支撑座与销轴以2件为一组,对称设置于横梁体两端侧壁上;Further, in a preferred mode of the present invention, the telescopic outriggers are provided with 4 pieces, which are symmetrically arranged on both ends of the beam body through the support seat and the pin shaft on the beam body in a group of 2 pieces. on the wall;

所述连杆总成连接所述横梁体两端侧壁上的两个相对设置的伸缩支腿之间,使其呈A字形排列,所述横杆连接所述横梁体同侧侧壁上两个相邻设置的伸缩支腿之间,使其呈n字形排列。The connecting rod assembly is connected between two oppositely arranged telescopic outriggers on the side walls at both ends of the beam body, so that they are arranged in an A shape, and the cross bar connects the two legs on the same side wall of the beam body. Between two adjacent telescopic outriggers, it is arranged in an n shape.

进一步地,在本发明一种优选的方式中,所述防滑底板包括:Further, in a preferred manner of the present invention, the non-slip bottom plate includes:

与所述活动节下端连接的底板主体;a bottom plate main body connected to the lower end of the movable section;

设置于所述底板主体下方,与地面抵接的防滑体,所述防滑体具体为耐磨橡胶层或木质层,用于增大与地面支撑附着力。The anti-slip body is arranged under the main body of the bottom plate and contacts the ground. The anti-slip body is specifically a wear-resistant rubber layer or a wooden layer, which is used to increase the adhesion with the ground support.

进一步地,在本发明一种优选的方式中,所述连杆总成包括:Further, in a preferred manner of the present invention, the connecting rod assembly includes:

对称设置于两相对所述固定节内侧壁上的连杆座;Symmetrically arranged on the connecting rod seat on the inner wall of the two opposite fixed sections;

从上至下依次设置于所述连杆座之间的第一连杆、第二连杆和第三连杆;A first connecting rod, a second connecting rod and a third connecting rod arranged sequentially between the connecting rod seats from top to bottom;

所述第一连杆、第二连杆和第三连杆通过销轴与所述连杆座可拆卸连接,三者相互平行设置,其杆体长度依次增大;The first connecting rod, the second connecting rod and the third connecting rod are detachably connected to the connecting rod seat through a pin shaft, and the three are arranged parallel to each other, and the length of the rod body increases sequentially;

所述第一连杆、第二连杆与第三连杆均包括两件杆体;The first connecting rod, the second connecting rod and the third connecting rod all include two rod bodies;

两件所述杆体相互对称设置,杆体一端连接所述连杆座,另一端设置有端板,所述端板上攻有内螺纹。The two rod bodies are arranged symmetrically with each other, one end of the rod body is connected to the connecting rod seat, and the other end is provided with an end plate, and an internal thread is tapped on the end plate.

进一步地,在本发明一种优选的方式中,所述门座起重机臂架支撑装置还包括:并排设置于所述固定节外侧壁上的踏步,所述踏步具体为U形杆体结构,其由圆形截面的管件或杆件弯曲制成,用于操作人员上下爬行;Further, in a preferred manner of the present invention, the jib support device of the portal crane further includes: steps arranged side by side on the outer wall of the fixed section, the steps are specifically a U-shaped rod structure, which consists of Circular cross-section pipes or rods are bent and used for operators to crawl up and down;

设置于所述固定节上与连杆座垂直的外侧面,以及所述固定节上靠近横梁机构端的一连杆座下方的第二耳座,所述第二耳座用于本支撑装置所述伸缩支腿绕横梁机构上支撑座转动折叠时通过销轴放置所述第一连杆、第二连杆与第三连杆。It is arranged on the outer surface perpendicular to the connecting rod seat on the fixed section, and the second ear seat below a connecting rod seat near the end of the beam mechanism on the fixed section, and the second ear seat is used for the support device described The first connecting rod, the second connecting rod and the third connecting rod are placed through the pin shaft when the telescopic outrigger rotates and folds around the support base of the beam mechanism.

进一步地,在本发明一种优选的方式中,所述螺杆机构包括:Further, in a preferred mode of the present invention, the screw mechanism includes:

设置于所述连杆总成之间的螺杆主体;a screw body disposed between the connecting rod assemblies;

所述螺杆主体两端分别连接两件相互对称设置的所述杆体,其两端螺纹旋向相反,螺纹连接于杆体端部的所述端板中;The two ends of the screw main body are respectively connected to two symmetrically arranged rod bodies, and the screw threads at both ends are in opposite directions, and are threaded into the end plate at the end of the rod body;

设置于所述螺杆主体中部,用于拧转的旋转接口;A rotary interface arranged in the middle of the screw body for twisting;

设置于所述螺杆主体两端螺纹段,接抵或远离杆体上的所述端板端面的锁定螺母,所述锁定螺母用于锁定所述连杆总成的长度或调节其长度。The threaded sections at both ends of the screw main body are arranged on the locking nuts abutting against or away from the end face of the end plate on the rod body, and the locking nuts are used to lock or adjust the length of the connecting rod assembly.

进一步地,在本发明一种优选的方式中,所述门座起重机臂架支撑装置还包括:设置于与所述横梁体上,用于固定臂架位置的连接部件;Further, in a preferred mode of the present invention, the boom support device of the portal crane further includes: a connecting part arranged on the beam body for fixing the position of the boom;

所述连接部件包括:与所述横梁体连接的连接架;一端连接所述连接架,另一端与臂架连接的底座,其上设置连接接口。The connecting part includes: a connecting frame connected to the beam body; a base connected to the connecting frame at one end and connected to the arm frame at the other end, on which a connecting interface is arranged.

本申请提供的另一种技术方案如下:Another technical scheme provided by the application is as follows:

本申请提供一种门座起重机臂架与象鼻梁装配连接方法,以所述门座起重机臂架支撑装置为工具,包括以下步骤:The application provides a method for assembling and connecting the boom of the portal crane and the trunk bridge, using the boom support device of the portal crane as a tool, including the following steps:

S1、装置调节:将支撑装置展开并放置于平整地面,调节所述伸缩支腿与连杆总成确定臂架的支撑高度与支撑角度;S1. Device adjustment: unfold the support device and place it on a flat ground, adjust the telescopic outrigger and connecting rod assembly to determine the support height and support angle of the boom;

S2、臂架吊装:用起重机吊起臂架放置于所述支撑装置上,使臂架上与象鼻梁连接处距地面距离H为4~6米,支撑装置在臂架长度方向上的支撑点距臂架截面变化起点距离大于0.5米,臂架重心距支撑点所产生的力矩不小于象鼻梁装配后象鼻梁重心距支撑点力矩的1.3倍;S2. Boom hoisting: use a crane to lift the boom and place it on the support device, so that the distance H between the boom and the elephant trunk bridge is 4 to 6 meters from the ground, and the support point of the support device in the length direction of the boom The distance from the starting point of the change of the section of the boom is greater than 0.5 meters, and the moment generated by the center of gravity of the boom from the support point is not less than 1.3 times the moment of the center of gravity of the elephant trunk beam to the support point after the trunk beam is assembled;

S3、臂架固定:在臂架与支撑装置的所述支撑点两侧焊接所述连接部件中的底座,随后将连接部件中的连接架一端连接所述底座,另一端连接所述横梁体,使所述横梁机构与臂架连成整体;S3. Boom fixing: Weld the base in the connecting part on both sides of the supporting point of the boom and the supporting device, and then connect one end of the connecting frame in the connecting part to the base and the other end to the beam body, connecting the beam mechanism and the arm frame as a whole;

S4、象鼻梁吊装:用起重机吊起象鼻梁,对正臂架上的接口,在接口中装配销轴连接件;随后待门座起重机转台立柱总成与圆筒门架装配完成后,拆除所述连接架,吊起臂架与象鼻梁,完成两者的装配连接。S4. Hoisting of the trunk beam: Lift the trunk beam with a crane, align the interface on the jib frame, and assemble the pin shaft connector in the interface; The connecting frame is used to lift the arm frame and the elephant trunk beam to complete the assembly connection of the two.

本发明提供的一种门座起重机臂架支撑装置及臂架与象鼻梁装配连接方法,该支撑包括:横梁机构,其与门座起重机臂架抵接,用于进行臂架支撑;设置于所述横梁机构两端侧壁上的支撑座;一端与所述支撑座活动连接,另一端抵接地面的伸缩支腿,所述伸缩支腿用于承载所述横梁机构与臂架重量,并且通过伸缩调节臂架的支撑高度;设置于所述横梁机构同一侧壁的所述伸缩支腿之间的横杆;设置于所述横梁机构两端侧壁的所述伸缩支腿之间的连杆总成,所述连杆总成与横杆用于将伸缩支腿连接成一整体;所述连杆总成可拆卸连接,拆卸后的连杆总成放置于所述伸缩支腿侧面,使所述横梁机构两侧的伸缩支腿能够绕支撑座转动折叠;设置于所述连杆总成上,调节连杆总成长度的螺杆机构,所述螺杆机构用于结合所述伸缩支腿调节臂架的支撑角度。其中,在所述门座起重机臂架支撑装置的使用过程中,所述横梁机构安装于最上端,与门座起重机臂架抵接,实现臂架支撑;所述横梁机构下方通过支撑座铰接连接所述伸缩支腿,伸缩支腿成对设置,通过所述横杆与连杆总成使所述伸缩支腿连接成一整体,提高装置力学性能以及整体稳定性;而对于臂架支撑高度的调节,伸缩支腿根据安装需求,其长度能够伸长或收缩,从而实现臂架支撑高度的调整,而对于臂架支撑角度的调节,所述连杆总成上设置螺杆机构,通过所述螺杆机构的定轴旋转,调节连杆总成的长度,使置于横梁机构两端侧壁相对设置的伸缩支腿之间的跨度进行改变,结合所述伸缩支腿的高度调整,从而实现臂架支撑高度的调整;其次,所述伸缩支腿上端与支撑座活动连接,在结束支撑作业后,所述连杆总成拆卸后,所述伸缩支腿可进行折叠收纳,空间占用小,运存便捷。因此,本发明提供的技术方案,相对于现有技术而言,其能够调节臂架的支撑角度与高度,确保臂架装配时的平稳可靠支撑,工况适应性好且运存便捷,可以提高臂架装配连接的生产效率,以及降低安全隐患与附加成本。The invention provides a support device for a boom of a portal crane and a method for assembling and connecting the boom and a trunk beam. The support seat on the side walls at both ends of the beam mechanism; one end is movably connected to the support seat, and the other end touches the telescopic outrigger on the ground, and the telescopic outrigger is used to carry the weight of the beam mechanism and the boom, and through The support height of the telescopic adjustment arm frame; the cross bar arranged between the telescopic legs on the same side wall of the cross beam mechanism; the connecting rod arranged between the telescopic legs on the side walls at both ends of the cross beam mechanism Assemblies, the connecting rod assembly and the cross bar are used to connect the telescopic outrigger as a whole; The telescopic outriggers on both sides of the beam mechanism can be rotated and folded around the support base; the screw mechanism is arranged on the connecting rod assembly to adjust the length of the connecting rod assembly, and the screw mechanism is used to combine the telescopic outriggers to adjust the arm The support angle of the rack. Wherein, during the use of the boom support device of the portal crane, the beam mechanism is installed at the uppermost end and abuts against the boom frame of the portal crane to realize boom support; the lower part of the beam mechanism is hingedly connected by a support seat The telescopic outriggers are arranged in pairs, and the telescopic outriggers are connected as a whole through the cross bar and the connecting rod assembly, which improves the mechanical performance and overall stability of the device; and the adjustment of the support height of the boom , the length of the telescopic outrigger can be extended or contracted according to the installation requirements, so as to realize the adjustment of the support height of the boom, and for the adjustment of the support angle of the boom, a screw mechanism is set on the connecting rod assembly, and through the screw mechanism Rotate at a fixed axis, adjust the length of the connecting rod assembly, change the span between the telescopic outriggers placed opposite to the side walls at both ends of the beam mechanism, and combine the height adjustment of the telescopic outriggers to achieve boom support Height adjustment; secondly, the upper end of the telescopic outrigger is movably connected with the support seat. After the supporting operation is completed and the connecting rod assembly is disassembled, the telescopic outrigger can be folded and stored, which takes up little space and is convenient for storage . Therefore, compared with the prior art, the technical solution provided by the present invention can adjust the support angle and height of the boom, ensure stable and reliable support when the boom is assembled, have good adaptability to working conditions and convenient storage, and can improve Improve the production efficiency of the jib assembly connection, and reduce safety hazards and additional costs.

综上,本发明的有益效果为:本发明提供的支撑装置,所述连杆总成在螺杆机构作用下棋长度可以调节,结合所述伸缩支腿的高度可以伸长或收缩,能够根据现场要求调节臂架的支撑高度以及支撑高度,稳定性、工况适应性好,节省人为调节时间。本发明提供的支撑装置为可折叠结构,可根据需要进行折叠或打开,使用时连杆总成设于两伸缩支腿之间提高整体稳定性,折叠时连杆总成拆卸后放置于伸缩支腿侧面,空间占用小,运存便捷。本发明提供的支撑装置,臂架接触的支撑机构为摩擦系数大、耐压的韧性材料,减少臂架与支撑装置相对移动的同时还可防止对臂架底部防腐涂层的破坏,并且伸缩支腿下端与地面接触处设置的摩擦系数大、耐磨的防滑体,增加本支撑装置在工作时与地面的附着力,防止移动的同时还可防止对地面的破坏。本发明提供的装配连接方法,确定了臂架支撑点位置、高度要求,充分确保安全,减少了安全隐患,通过连接部件及臂架支撑装置的可拆卸连接,在臂架与象鼻梁装配连接时,确保臂架与支撑装置不发生移动,降低对正次数,减少了安全隐患的发生且提高了现场装配效率。In summary, the beneficial effects of the present invention are: the support device provided by the present invention, the length of the connecting rod assembly can be adjusted under the action of the screw mechanism, combined with the height of the telescopic legs can be extended or contracted, and can be adjusted according to the site It is required to adjust the support height and support height of the boom, which has good stability and adaptability to working conditions, and saves manual adjustment time. The support device provided by the present invention is a foldable structure, which can be folded or opened as required. When in use, the connecting rod assembly is arranged between the two telescopic legs to improve the overall stability. When folding, the connecting rod assembly is disassembled and placed on the telescopic support The side of the legs takes up little space and is convenient for storage. In the support device provided by the present invention, the support mechanism in contact with the boom is made of a tough material with a large friction coefficient and pressure resistance, which reduces the relative movement between the boom and the support device and prevents damage to the anti-corrosion coating at the bottom of the boom, and the telescopic support The anti-skid body with a large friction coefficient and wear resistance provided at the contact between the lower end of the leg and the ground increases the adhesion between the support device and the ground during work, prevents movement and damage to the ground. The assembly and connection method provided by the present invention determines the position and height requirements of the boom support point, fully ensures safety, and reduces potential safety hazards. Through the detachable connection of the connecting parts and the boom support device, when the boom is assembled and connected with the trunk beam , to ensure that the boom and the supporting device do not move, reduce the number of alignments, reduce the occurrence of potential safety hazards and improve the efficiency of on-site assembly.

附图说明Description of drawings

为了更清楚地说明本申请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申请的一些实施例,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,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present application or the prior art, the following will briefly introduce the drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description are only These are some embodiments of the present application. Those skilled in the art can also obtain other drawings based on these drawings without creative work.

图1为本发明实施例提供的门座起重机臂架支撑装置的主视图;Fig. 1 is the front view of the jib support device of the portal crane provided by the embodiment of the present invention;

图2为本发明实施例提供的门座起重机臂架支撑装置的侧视图;Fig. 2 is a side view of the jib support device of the portal crane provided by the embodiment of the present invention;

图3为本发明实施例提供的门座起重机臂架支撑装置折叠后的侧视示意图;Fig. 3 is a schematic side view of the folded jib support device of the portal crane provided by the embodiment of the present invention;

图4为本发明实施例提供的所述横梁机构的侧视示意图;Fig. 4 is a schematic side view of the beam mechanism provided by an embodiment of the present invention;

图5为本发明实施例提供的所述防滑底座的结构示意图;Fig. 5 is a schematic structural diagram of the anti-skid base provided by the embodiment of the present invention;

图6为本发明实施例提供的所述螺杆机构的结构示意图;Fig. 6 is a schematic structural diagram of the screw mechanism provided by an embodiment of the present invention;

图7为本发明实施例提供的所述连接部件的结构示意图;FIG. 7 is a schematic structural diagram of the connecting component provided by an embodiment of the present invention;

图8为本发明实施例提供的所述直角梯形截面支撑体的结构示意图;Fig. 8 is a schematic structural view of the support body with a right-angled trapezoidal section provided by an embodiment of the present invention;

图9为本发明实施例提供的所述半椭圆形截面支撑体的结构示意图;Fig. 9 is a schematic structural view of the semi-elliptical cross-section support body provided by the embodiment of the present invention;

图10为本发明实施例提供的门座起重机臂架与本支撑装置安装放置位置示意图;Fig. 10 is a schematic diagram of the installation and placement positions of the jib frame of the portal crane and the supporting device provided by the embodiment of the present invention;

图11为本发明实施例提供的所述连接部件与臂架、本支撑装置安装连接示意图;Fig. 11 is a schematic diagram of the installation and connection of the connecting part provided by the embodiment of the present invention with the boom and the supporting device;

图12为本发明实施例提供的所述臂架、象鼻梁与本支撑装置安装关系示意图。Fig. 12 is a schematic diagram of the installation relationship between the boom, the trunk bridge and the supporting device provided by the embodiment of the present invention.

附图标记说明:Explanation of reference signs:

横梁机构1;支撑座2;伸缩支腿3;横杆4;连杆总成5;螺杆机构6;横梁体7;定位架8;支撑体9;固定节10;第一耳座11;活动节12;防滑底板13;底板主体14;防滑体15;连杆座16;第一连杆17;第二连杆18;第三连杆19;踏步20;第二耳座21;螺杆主体22;锁定螺母23;旋转接口24;连接部件25;底座26;连接架27。Beam mechanism 1; support seat 2; telescopic outrigger 3; crossbar 4; connecting rod assembly 5; screw mechanism 6; beam body 7; positioning frame 8; support body 9; fixed joint 10; first ear seat 11; movable Section 12; anti-skid bottom plate 13; bottom plate main body 14; anti-skid body 15; connecting rod seat 16; first connecting rod 17; second connecting rod 18; third connecting rod 19; ; Lock nut 23; Rotary interface 24; Connecting parts 25; Base 26; Connecting frame 27.

具体实施方式Detailed ways

为了使本领域的技术人员更好地理解本申请中的技术方案,下面将结合本申请实施例中的附图对本申请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申请的一部分实施例,而不是全部的实施例。基于本申请中的实施例,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,都属于本申请保护的范围。In order to enable those skilled in the art to better understand the technical solution in the application, the technical solution in the embodiment of the application will be clearly and completely described below in conjunction with the drawings in the embodiment of the application. Obviously, the described implementation Examples are only some of the embodiments of the present application, but not all of them. Based on the embodiments in this application, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of this application.

需要说明的是,当元件被称为“固定于”或“设置于”另一个元件上,它可以直接在另一个元件上或者间接设置在另一个元件上;当一个元件被称为是“连接于”另一个元件,它可以是直接连接到另一个元件或间接连接至另一个元件上。It should be noted that when an element is referred to as being "fixed" or "disposed on" another element, it may be directly disposed on another element or indirectly disposed on another element; when an element is referred to as being "connected" It may be directly connected to another element or indirectly connected to another element.

需要理解的是,术语“长度”、“宽度”、“上”、“下”、“前”、“后”、“第一”、“第二”、“竖直”、“水平”、“顶”、“底”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本申请和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本申请的限制。It is to be understood that the terms "length", "width", "upper", "lower", "front", "rear", "first", "second", "vertical", "horizontal", " The orientations or positional relationships indicated by "top", "bottom", "inner", "outer", etc. are based on the orientations or positional relationships shown in the drawings, and are only for the convenience of describing the application and simplifying the description, rather than indicating or implying the It should not be construed as limiting the application to indicate that a device or element must have a particular orientation, be constructed, and operate in a particular orientation.

此外,术语“第一”、“第二”仅用于描述目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”的特征可以明示或者隐含地包括一个或者更多个该特征。在本申请的描述中,“多个”、“若干个”的含义是两个或两个以上,除非另有明确具体的限定。In addition, the terms "first" and "second" are used for descriptive purposes only, and cannot be interpreted as indicating or implying relative importance or implicitly specifying the quantity of indicated technical features. Thus, a feature defined as "first" and "second" may explicitly or implicitly include one or more of these features. In the description of the present application, the meanings of "plurality" and "several" are two or more, unless otherwise specifically defined.

须知,本说明书附图所绘示的结构、比例、大小等,均仅用以配合说明书所揭示的内容,以供熟悉此技术的人士了解与阅读,并非用以限定本申请可实施的限定条件,故不具技术上的实质意义,任何结构的修饰、比例关系的改变或大小的调整,在不影响本申请所能产生的功效及所能达成的目的下,均应仍落在本申请所揭示的技术内容得能涵盖的范围内。It should be noted that the structures, proportions, sizes, etc. shown in the drawings of this specification are only used to match the content disclosed in the specification, for those who are familiar with this technology to understand and read, and are not used to limit the conditions that this application can implement , so it has no technical substantive meaning, and any modification of structure, change of proportional relationship or adjustment of size shall still fall within the scope of the disclosure disclosed in this application without affecting the effect and purpose of this application. The technical content must be within the scope covered.

如图1至图12所示,本申请实施例提供的门座起重机臂架支撑装置,包括:横梁机构1,其与门座起重机臂架抵接,用于进行臂架支撑;设置于所述横梁机构1两端侧壁上的支撑座2;一端与所述支撑座2活动连接,另一端抵接地面的伸缩支腿3,所述伸缩支腿3用于承载所述横梁机构1与臂架重量,并且通过伸缩调节臂架的支撑高度;设置于所述横梁机构1同一侧壁的所述伸缩支腿3之间的横杆4;设置于所述横梁机构1两端侧壁的所述伸缩支腿3之间的连杆总成5,所述连杆总成5与横杆4用于将伸缩支腿3连接成一整体;所述连杆总成5可拆卸连接,拆卸后的连杆总成5放置于所述伸缩支腿3侧面,使所述横梁机构1两侧的伸缩支腿3能够绕支撑座2转动折叠;设置于所述连杆总成5上,调节连杆总成5长度的螺杆机构6,所述螺杆机构6用于结合所述伸缩支腿3调节臂架的支撑角度。As shown in Figures 1 to 12, the supporting device for the jib of the portal crane provided in the embodiment of the present application includes: a crossbeam mechanism 1 abutting against the jib of the portal crane for supporting the jib; The support base 2 on the side walls at both ends of the beam mechanism 1; one end is movably connected to the support base 2, and the other end touches the telescopic outrigger 3 on the ground, and the telescopic outrigger 3 is used to carry the beam mechanism 1 and the arm frame weight, and adjust the support height of the boom through telescopic adjustment; the cross bar 4 arranged between the telescopic outriggers 3 on the same side wall of the beam mechanism 1; The connecting rod assembly 5 between the telescopic legs 3, the connecting rod assembly 5 and the cross bar 4 are used to connect the telescopic legs 3 into a whole; the connecting rod assembly 5 is detachably connected, and the The connecting rod assembly 5 is placed on the side of the telescopic leg 3, so that the telescopic leg 3 on both sides of the beam mechanism 1 can rotate and fold around the support seat 2; it is arranged on the connecting rod assembly 5, and the connecting rod is adjusted The screw mechanism 6 of the length of the assembly 5 is used for adjusting the support angle of the boom in combination with the telescopic outrigger 3 .

本发明提供一种门座起重机臂架支撑装置,具体包括:横梁机构1,其与门座起重机臂架抵接,用于进行臂架支撑;设置于所述横梁机构1两端侧壁上的支撑座2;一端与所述支撑座2活动连接,另一端抵接地面的伸缩支腿3,所述伸缩支腿3用于承载所述横梁机构1与臂架重量,并且通过伸缩调节臂架的支撑高度;设置于所述横梁机构1同一侧壁的所述伸缩支腿3之间的横杆4;设置于所述横梁机构1两端侧壁的所述伸缩支腿3之间的连杆总成5,所述连杆总成5与横杆4用于将伸缩支腿3连接成一整体;所述连杆总成5可拆卸连接,拆卸后的连杆总成5放置于所述伸缩支腿3侧面,使所述横梁机构1两侧的伸缩支腿3能够绕支撑座2转动折叠;设置于所述连杆总成5上,调节连杆总成5长度的螺杆机构6,所述螺杆机构6用于结合所述伸缩支腿3调节臂架的支撑角度。其中,在所述门座起重机臂架支撑装置的使用过程中,所述横梁机构1安装于最上端,与门座起重机臂架抵接,实现臂架支撑;所述横梁机构1下方通过支撑座2铰接连接所述伸缩支腿3,伸缩支腿3成对设置,通过所述横杆4与连杆总成5使所述伸缩支腿3连接成一整体,提高装置力学性能以及整体稳定性;而对于臂架支撑高度的调节,伸缩支腿3根据安装需求,其长度能够伸长或收缩,从而实现臂架支撑高度的调整,而对于臂架支撑角度的调节,所述连杆总成5上设置螺杆机构6,通过所述螺杆机构6的定轴旋转,调节连杆总成5的长度,使置于横梁机构1两端侧壁相对设置的伸缩支腿3之间的跨度进行改变,结合所述伸缩支腿3的高度调整,从而实现臂架支撑高度的调整;其次,所述伸缩支腿3上端与支撑座2活动连接,在结束支撑作业后,所述连杆总成5拆卸后,所述伸缩支腿3可进行折叠收纳,空间占用小,运存便捷。The present invention provides a support device for the boom of a portal crane, which specifically includes: a beam mechanism 1 abutting against the boom of the portal crane for supporting the boom; Support base 2; one end is movably connected with the support base 2, and the other end touches the telescopic outrigger 3 on the ground. The telescopic outrigger 3 is used to carry the weight of the beam mechanism 1 and the boom, and adjust the boom through telescopic The support height; the crossbar 4 arranged between the telescopic outriggers 3 on the same side wall of the crossbeam mechanism 1; A rod assembly 5, the connecting rod assembly 5 and the cross bar 4 are used to connect the telescopic outrigger 3 into a whole; the connecting rod assembly 5 is detachably connected, and the disassembled connecting rod assembly 5 is placed on the On the side of the telescopic leg 3, the telescopic leg 3 on both sides of the beam mechanism 1 can be rotated and folded around the support seat 2; it is arranged on the connecting rod assembly 5, and the screw mechanism 6 for adjusting the length of the connecting rod assembly 5, The screw mechanism 6 is used in combination with the telescopic outrigger 3 to adjust the support angle of the boom. Wherein, during the use of the boom support device of the portal crane, the beam mechanism 1 is installed at the uppermost end, abuts against the boom frame of the portal crane, and realizes boom support; 2. The telescopic outriggers 3 are hingedly connected, and the telescopic outriggers 3 are arranged in pairs. The telescopic outriggers 3 are connected as a whole through the cross bar 4 and the connecting rod assembly 5, so as to improve the mechanical properties and overall stability of the device; For the adjustment of the support height of the boom, the length of the telescopic leg 3 can be extended or contracted according to the installation requirements, thereby realizing the adjustment of the support height of the boom, and for the adjustment of the support angle of the boom, the connecting rod assembly 5 A screw mechanism 6 is arranged on the top, and the length of the connecting rod assembly 5 is adjusted through the fixed-axis rotation of the screw mechanism 6, so that the span between the telescopic legs 3 placed opposite to the side walls at both ends of the beam mechanism 1 is changed. Combined with the height adjustment of the telescopic outrigger 3, the adjustment of the support height of the boom is realized; secondly, the upper end of the telescopic outrigger 3 is movably connected with the support base 2, and after the support operation is completed, the connecting rod assembly 5 is disassembled Finally, the telescopic outrigger 3 can be folded and stored, occupying a small space and being convenient for transportation and storage.

以下结合具体实施例对本发明的技术方案进行具体阐述:The technical solution of the present invention is specifically set forth below in conjunction with specific embodiments:

具体地,在本发明的实施例中,所述横梁机构1包括:横梁体7,所述支撑座2两两对称设置于所述横梁体7两端侧壁上;设置于所述横梁体7上端的定位架8;设置于所述定位架8内,与所述横梁体7连接的支撑体9;所述支撑体9上端为平面,用于与臂架抵接,下端嵌入设置于所述定位架8内,其沿长度方向设置有与所述横梁体7安装固定的接口。Specifically, in the embodiment of the present invention, the beam mechanism 1 includes: a beam body 7, and the support bases 2 are symmetrically arranged on the side walls at both ends of the beam body 7; The positioning frame 8 at the upper end; the support body 9 that is arranged in the positioning frame 8 and connected with the beam body 7; the upper end of the support body 9 is a plane for abutting against the boom, and the lower end is embedded in the Inside the positioning frame 8 , an interface for mounting and fixing the beam body 7 is provided along the length direction.

其中,所述定位架8固定于横梁体7上端,用于确定支撑体9在横梁体7上位置;支撑体9设置于横梁体7上端的定位架8内,用于与臂架接触,支撑臂架;所述横梁体7为箱形结构,截面呈多边形,内部设置加强筋板,截面优选为上端向一侧倾斜的梯形结构,定位架8为回形结构、日形结构,中部嵌放支撑体9。Wherein, the positioning frame 8 is fixed on the upper end of the beam body 7, and is used to determine the position of the support body 9 on the beam body 7; Arm frame; the beam body 7 is a box-shaped structure with a polygonal cross-section, and a reinforcing rib plate is arranged inside. Support 9.

具体地,在本发明的实施例中,所述支撑座2为多件,每件由多件耳板与筋板组成,其具体为与所述伸缩支腿铰结连接的U形结构座体。Specifically, in the embodiment of the present invention, the support base 2 is composed of multiple pieces, each of which is composed of multiple lug plates and rib plates, which are specifically U-shaped structural seats hingedly connected with the telescopic outriggers. .

具体地,在本发明的实施例中,所述支撑体9截面具体为多边形结构。Specifically, in the embodiment of the present invention, the cross-section of the support body 9 is a polygonal structure.

其中,在本实施例中采用矩形截面的支撑体9,矩形截面支撑体9下设置直角梯形截面的横梁体7,直角梯形斜面朝上,其上连接支撑体9,使矩形截面支撑体的上平面能与臂架底面平稳抵接;并且所述多边形结构包括半椭圆形、直角梯形等,在本申请另一种实施例中,支撑体9采用直角梯形截面支撑体,直角梯形的斜面朝上,直接与臂架接触,下方设置矩形截面横梁体7作为支撑;而其中半椭圆形支撑体也搭配矩形截面横梁体7,支撑体9弧形面朝上,与臂架底面接触,臂架与支撑体9的支撑点可随着臂架在弧形面上的位置变化而改变,便于臂架与象鼻梁的装配;所述支撑体9其由摩擦系数大、承压能力强的韧性材料制成,如樟木、合成橡胶等。Wherein, adopt the support body 9 of rectangular section in this embodiment, the crossbeam body 7 of rectangular trapezoidal cross-section is arranged under rectangular section support body 9, the inclined surface of right-angled trapezoid is upward, connects support body 9 on it, makes the upper of rectangular section support body The plane can be in stable contact with the bottom surface of the boom; and the polygonal structure includes a semi-ellipse, a right-angled trapezoid, etc. In another embodiment of the present application, the support body 9 adopts a right-angled trapezoidal section support body, and the slope of the right-angled trapezoid faces upwards , is in direct contact with the boom, and a rectangular cross-section beam body 7 is set below as a support; and the semi-elliptical support body is also matched with a rectangular cross-section beam body 7, and the arc-shaped surface of the support body 9 faces upwards and contacts with the bottom surface of the boom frame. The support point of the support body 9 can be changed along with the position of the boom on the arc surface, which is convenient for the assembly of the boom and the trunk bridge; the support body 9 is made of a tough material with a large friction coefficient and strong pressure bearing capacity. into, such as camphor wood, synthetic rubber, etc.

具体地,在本发明的实施例中,所述伸缩支腿3包括:固定节10,所述固定节10下端开口,下端侧壁上设置有销轴孔;设置于所述固定节10上端的第一耳座11,所述第一耳座11与所述支撑座2铰接连接;套设于所述固定节10内,用于调节所述伸缩支腿3长度的活动节12,所述活动节12上设置有销轴孔,通过销轴限定所述固定节10与活动节12之间的位置;设置于所述活动节12下端,用于进行地面支撑的防滑底板13。Specifically, in the embodiment of the present invention, the telescopic outrigger 3 includes: a fixed section 10, the lower end of which is open, and a pin hole is arranged on the side wall of the lower end; The first ear seat 11, the first ear seat 11 is hingedly connected with the support seat 2; the movable joint 12 that is sleeved in the fixed joint 10 for adjusting the length of the telescopic leg 3, the movable joint A pin shaft hole is provided on the section 12, and the position between the fixed section 10 and the movable section 12 is defined by the pin shaft; a non-slip bottom plate 13 is provided at the lower end of the movable section 12 for ground support.

其中,所述固定节10为多边形的管件,优选为矩形、方形截面,其上的销轴孔贯通于与该管面平行的另一管面,数量优选为2个;所述活动节12为多边形的管件,优选为矩形、方形截面,其上的销轴孔贯通于与该管面平行的另一管面,销轴孔的位置与固定节10对应,销轴孔数量大于、等于固定节10上销轴孔数量,且孔距与固定节10上销轴孔的孔距相等。Wherein, the fixed joint 10 is a polygonal pipe fitting, preferably a rectangular or square section, and the pin shaft hole on it runs through another pipe surface parallel to the pipe surface, and the number is preferably 2; the movable joint 12 is The polygonal pipe fitting is preferably a rectangular or square cross-section. The pin hole on it runs through another pipe surface parallel to the pipe surface. The position of the pin hole corresponds to the fixed joint 10. The number of pin holes is greater than or equal to that of the fixed joint. 10 upper pin shaft hole quantity, and the hole pitch is equal to the hole pitch of the pin shaft hole on the fixed section 10.

具体地,在本发明的实施例中,所述伸缩支腿3设置有4件,通过所述横梁体7上的支撑座2与销轴以2件为一组,对称设置于横梁体7两端侧壁上;所述连杆总成5连接所述横梁体7两端侧壁上的两个相对设置的伸缩支腿3之间,使其呈A字形排列,所述横杆4连接所述横梁体7同侧侧壁上两个相邻设置的伸缩支腿3之间,使其呈n字形排列。Specifically, in the embodiment of the present invention, the telescopic outriggers 3 are provided with four pieces, and the support base 2 and the pin shaft on the beam body 7 are arranged symmetrically on both sides of the beam body 7 through two pieces as a group. On the end side wall; the connecting rod assembly 5 is connected between the two oppositely arranged telescopic legs 3 on the side walls at both ends of the beam body 7, so that it is arranged in an A shape, and the cross bar 4 is connected to the Between the two adjacent telescopic legs 3 arranged on the same side of the beam body 7, it is arranged in an n shape.

其中,所述横杆4用于连接横梁体7同侧侧壁相邻设置的两件所述固定节10,为多件,将所述横梁体7同一侧面的伸缩支腿3连接为一整体,提高支撑装置力学性能与稳定性,其为杆件结构;所述连杆总成5用于连接横梁体7两端侧壁相对设置的两件所述固定节10,将横梁体7两端侧壁伸缩支腿3连接成一整体,提高支撑装置力学性能与稳定性,其也为杆件结构。Wherein, the crossbar 4 is used to connect the two fixed joints 10 arranged adjacent to the same side wall of the crossbeam body 7, which is multiple pieces, and the telescopic legs 3 on the same side of the crossbeam body 7 are connected as a whole , improve the mechanical properties and stability of the support device, which is a rod structure; the connecting rod assembly 5 is used to connect the two fixed joints 10 that are arranged opposite to the side walls at both ends of the beam body 7, and connect the two ends of the beam body 7 The telescopic outriggers 3 on the side wall are connected as a whole to improve the mechanical performance and stability of the supporting device, which is also a rod structure.

具体地,在本发明的实施例中,所述防滑底板13包括:与所述活动节12下端连接的底板主体14;设置于所述底板主体14下方,与地面抵接的防滑体15,所述防滑体15具体为耐磨橡胶层或木质层,用于增大与地面支撑附着力。Specifically, in the embodiment of the present invention, the anti-slip bottom plate 13 includes: a bottom plate main body 14 connected to the lower end of the movable joint 12; The anti-skid body 15 is specifically a wear-resistant rubber layer or a wood layer, which is used to increase the adhesion with the ground support.

其中,所述防滑体15安装于底板主体14底部并与地面接触,防滑体15为摩擦系数大、耐磨的橡胶、木质材料,用于增加支撑装置在工作时与地面的附着力,防止移动。Wherein, the anti-skid body 15 is installed on the bottom of the base plate main body 14 and is in contact with the ground. The anti-skid body 15 is a large friction coefficient and wear-resistant rubber or wood material, which is used to increase the adhesion of the support device to the ground when it is working, and prevent it from moving. .

具体地,在本发明的实施例中,所述连杆总成5包括:对称设置于两相对所述固定节10内侧壁上的连杆座16;从上至下依次设置于所述连杆座16之间的第一连杆17、第二连杆18和第三连杆19;所述第一连杆17、第二连杆18和第三连杆19通过销轴与所述连杆座16可拆卸连接,三者相互平行设置,其杆体长度依次增大;所述第一连杆17、第二连杆18与第三连杆19均包括两件杆体;两件所述杆体相互对称设置,杆体一端连接所述连杆座16,另一端设置有端板,所述端板上攻有内螺纹。Specifically, in the embodiment of the present invention, the connecting rod assembly 5 includes: connecting rod seats 16 symmetrically arranged on the inner side walls of the two opposite fixed sections 10; The first connecting rod 17, the second connecting rod 18 and the third connecting rod 19 between the seat 16; The seat 16 is detachably connected, and the three are arranged parallel to each other, and the length of the rod body increases successively; the first connecting rod 17, the second connecting rod 18 and the third connecting rod 19 all include two rod bodies; Symmetrically arranged, one end of the rod body is connected to the connecting rod seat 16, and the other end is provided with an end plate, and an internal thread is tapped on the end plate.

其中,在本发明的实施例中,所述连杆座16具体为由设有销轴孔的耳板、底板、筋板组成的U形结构的座体,用于通过销轴与连杆总成5可拆卸连接;所述第一连杆17、第二连杆18与第三连杆19由管件以及连接耳板组成,连接耳板设置于管件一端,与所述连杆座16可拆卸连接,管件另一端设置端板,同一连杆相互对称设置的两件端板上设置的内螺纹的旋向相同或相反:当所述螺杆机构6两端螺纹旋向相反时,对称设置的两件端板上设置的内螺纹的旋向相同;当所述螺杆机构6两端螺纹旋向相同时,对称设置的两件端板上设置的内螺纹的旋向相反。Among them, in the embodiment of the present invention, the connecting rod seat 16 is specifically a U-shaped seat body composed of lug plates with pin holes, a bottom plate, and a rib plate, which are used to pass through the pin shaft and the connecting rod assembly. 5 detachable connections; the first connecting rod 17, the second connecting rod 18 and the third connecting rod 19 are composed of pipe fittings and connecting lugs, the connecting lugs are arranged at one end of the pipe fittings, and are detachable from the connecting rod seat 16 connection, the other end of the pipe fitting is provided with an end plate, and the internal threads provided on the two end plates symmetrically arranged on the same connecting rod have the same or opposite directions of rotation: when the threads at both ends of the screw mechanism 6 have opposite directions of rotation, the two symmetrically arranged The internal threads provided on the end plates of the two parts have the same direction of rotation; when the threads at both ends of the screw mechanism 6 have the same direction of rotation, the directions of the internal threads provided on the symmetrically arranged two end plates are opposite.

具体地,在本发明的实施例中,所述门座起重机臂架支撑装置还包括:并排设置于所述固定节10外侧壁上的踏步20,所述踏步20具体为U形杆体结构,其由圆形截面的管件或杆件弯曲制成,用于操作人员上下爬行;设置于所述固定节10上与连杆座16垂直的外侧面,以及所述固定节10上靠近横梁机构1端的一连杆座16下方的第二耳座21,所述第二耳座21用于本支撑装置在所述伸缩支腿3绕横梁机构1上支撑座2转动折叠时通过销轴放置所述第一连杆17、第二连杆18与第三连杆19。Specifically, in the embodiment of the present invention, the jib support device of the portal crane further includes: steps 20 arranged side by side on the outer wall of the fixed section 10, and the steps 20 are specifically U-shaped rod structures, which It is made by bending pipes or rods with circular cross-sections, and is used for operators to crawl up and down; it is arranged on the outer side of the fixed section 10 perpendicular to the connecting rod seat 16, and on the fixed section 10 near the end of the beam mechanism 1 A second ear seat 21 below the connecting rod seat 16, the second ear seat 21 is used for the support device to place the first ear seat 2 through the pin shaft when the telescopic leg 3 is rotated and folded around the support seat 2 of the beam mechanism 1. A connecting rod 17 , a second connecting rod 18 and a third connecting rod 19 .

其中,在本发明的实施例中,所述第二耳座21具体为U形板体结构,在结束支撑作业后,所述连杆总成5拆卸后,放置于所述第二耳座21中,伸缩支腿3折叠,充分利用空间。Wherein, in the embodiment of the present invention, the second ear seat 21 is specifically a U-shaped plate structure, and after the support operation is completed, the connecting rod assembly 5 is disassembled and placed on the second ear seat 21 Among them, the telescopic outriggers are 3 folded to make full use of the space.

具体地,在本发明的实施例中,所述螺杆机构6包括:设置于所述连杆总成5之间的螺杆主体22;所述螺杆主体22两端分别连接两件相互对称设置的所述杆体,其两端螺纹旋向相反,螺纹连接于杆体端部的所述端板中;设置于所述螺杆主体22中部,用于拧转的旋转接口24;设置于所述螺杆主体22两端螺纹段,接抵或远离杆体上的所述端板端面的锁定螺母23,所述锁定螺母23用于锁定所述连杆总成5的长度或调节其长度。Specifically, in the embodiment of the present invention, the screw mechanism 6 includes: a screw body 22 arranged between the connecting rod assemblies 5; The rod body has opposite helical threads at both ends, and is threadedly connected to the end plate at the end of the rod body; it is arranged in the middle of the screw body 22 and is used for twisting the rotating interface 24; it is arranged on both sides of the screw body 22 The end threaded section is in contact with or away from the locking nut 23 on the end surface of the end plate on the rod body, and the locking nut 23 is used to lock or adjust the length of the connecting rod assembly 5 .

具体地,在本发明的实施例中,所述门座起重机臂架支撑装置还包括:设置于与所述横梁体7上,用于固定臂架位置的连接部件25;所述连接部件25包括:与所述横梁体7连接的连接架27;一端连接所述连接架27,另一端与臂架连接的底座26,其上设置连接接口。Specifically, in the embodiment of the present invention, the boom support device of the portal crane also includes: a connecting part 25 arranged on the beam body 7 for fixing the position of the boom; the connecting part 25 includes : a connecting frame 27 connected to the beam body 7; one end connected to the connecting frame 27, and the other end connected to the base 26 of the jib, on which a connecting interface is arranged.

在本发明的实施例中,所述连接部件25用于在臂架确定支撑位置后,固定臂架的位置;其中,所述底座26为板件,通过所述连接接口连接臂架或者与臂架焊接,连接架27截面为多边形杆、梁件,优选箱形结构杆件。In the embodiment of the present invention, the connecting part 25 is used to fix the position of the boom after the support position of the boom is determined; wherein, the base 26 is a plate, and the boom is connected or connected to the boom through the connection interface. Frame welding, connecting frame 27 sections are polygonal rods, beams, preferably box-shaped structural rods.

本发明还提供一种门座起重机臂架与象鼻梁装配连接方法,以所述门座起重机臂架支撑装置为工具,包括以下步骤:The present invention also provides a method for assembling and connecting the boom of the portal crane and the trunk bridge, using the boom support device of the portal crane as a tool, comprising the following steps:

S1、装置调节:将支撑装置展开并放置于平整地面,调节所述伸缩支腿3与连杆总成5确定臂架的支撑高度与支撑角度;S1. Device adjustment: unfold the support device and place it on a flat ground, adjust the telescopic outrigger 3 and the connecting rod assembly 5 to determine the support height and support angle of the boom;

其中,平整地面面积满足臂架与象鼻梁装配后占用面积与吊装的起重机工作所需面积;Among them, the flat ground area meets the area occupied by the jib and the trunk beam after assembly and the area required for the hoisting crane to work;

S2、臂架吊装:用起重机吊起臂架放置于所述支撑装置上,使臂架上与象鼻梁连接处距地面距离H为4~6米,支撑装置在臂架长度方向上的支撑点B距臂架截面变化起点A距离大于0.5米,臂架重心距支撑点B所产生的力矩不小于象鼻梁装配后象鼻梁重心距支撑点B力矩的1.3倍;S2. Boom hoisting: use a crane to lift the boom and place it on the support device, so that the distance H between the boom and the elephant trunk bridge is 4 to 6 meters from the ground, and the support point of the support device in the length direction of the boom The distance between B and the starting point A of the section change of the boom is greater than 0.5 meters, and the moment generated by the center of gravity of the boom from the support point B is not less than 1.3 times the moment of the center of gravity of the elephant trunk beam to the support point B after the assembly of the trunk beam;

S3、臂架固定:在臂架与支撑装置的所述支撑点两侧焊接所述连接部件25中的底座26,随后将连接部件25中的连接架27一端连接所述底座26,另一端连接所述横梁体7,使所述横梁机构1与臂架连成整体;S3, boom fixing: Weld the base 26 in the connecting part 25 on both sides of the supporting point of the boom and the supporting device, then connect one end of the connecting frame 27 in the connecting part 25 to the base 26, and connect the other end to the The beam body 7 connects the beam mechanism 1 and the jib as a whole;

S4、象鼻梁吊装:用起重机吊起象鼻梁,对正臂架上的接口,在接口中装配销轴连接件;随后待门座起重机转台立柱总成与圆筒门架装配完成后,拆除所述连接架27,吊起臂架与象鼻梁,完成两者的装配连接。S4. Hoisting of the trunk beam: Lift the trunk beam with a crane, align the interface on the jib frame, and assemble the pin shaft connector in the interface; Describe connecting frame 27, lift boom and elephant trunk beam, finish the assembly connection of both.

由上所述,本发明针对现四连杆结构门座式起重机臂架与象鼻梁装配连接时存在的效率低、大安全隐患及辅助支撑件外形尺寸大导致的附加成本增加问题,而提供一种臂架与象鼻梁装配连接效率高、安全风险小的装配连接方法及结构简洁、工况适应性好、占用空间小、方便运输存放的臂架支撑装置以及装配连接方法,以提搞装配连接生产效率、降低安全隐患与附加成本。在本装置中所述横梁机构1安装于最上端,其中支撑体9与门座起重机臂架抵接,实现臂架支撑,横梁体7设置在支撑体9下方作为承压结构;所述伸缩支腿3利用上端的第一耳座11与支撑座2铰接连接,伸缩支腿3成对设置,横梁体7同侧侧壁上的两相邻伸缩支腿3之间设置所述横杆4,横梁体7两端侧壁上两相邻伸缩支腿3之间设置连杆总成5,通过所述横杆4与连杆总成5使所述伸缩支腿3连接成一整体,提高装置力学性能以及整体稳定性;而对于臂架支撑高度的调节,伸缩支腿3根据安装需求,设置固定节10与或活动节12,活动节12可在固定节10内伸缩调节,使其长度能够伸长或收缩,从而实现臂架支撑高度的调整,而对于臂架支撑角度的调节,所述连杆总成5上设置螺杆机构6,通过所述螺杆主体22的定轴旋转,结合锁定螺母23,可以调节或锁定连杆总成5的长度,使置于横梁机构1两端侧壁相对设置的伸缩支腿3之间的跨度进行改变,结合所述伸缩支腿3的高度调整,从而实现臂架支撑高度的调整;其次,所述伸缩支腿3上端与支撑座2活动连接,在结束支撑作业后,所述连杆总成5中的第一连杆17、第二连杆18和第三连杆19拆卸后,可以放置于所述第二耳座21中,使所述伸缩支腿3可进行折叠收纳,空间占用小,运存便捷。因此,本发明提供的技术方案,相对于现有技术而言,其能够调节臂架的支撑角度与高度,确保臂架装配时的平稳可靠支撑,工况适应性好且运存便捷,可以提高臂架装配连接的生产效率,以及降低安全隐患与附加成本。From the above, the present invention aims at the problems of low efficiency, large potential safety hazards and additional cost increase caused by the large size of the auxiliary support when the jib of the existing four-link structure portal crane is assembled and connected with the trunk beam, and provides a An assembly and connection method with high assembly and connection efficiency between the boom and the elephant trunk beam, and a small safety risk, as well as a boom support device and an assembly and connection method with simple structure, good adaptability to working conditions, small space occupation, and convenient transportation and storage, so as to improve the assembly and connection Improve production efficiency, reduce potential safety hazards and additional costs. In this device, the beam mechanism 1 is installed at the uppermost end, wherein the support body 9 abuts against the arm frame of the portal crane to realize the support of the arm frame, and the beam body 7 is arranged below the support body 9 as a pressure-bearing structure; the telescopic support The legs 3 are hingedly connected to the support base 2 by using the first ear seat 11 at the upper end, the telescopic legs 3 are arranged in pairs, and the cross bar 4 is arranged between two adjacent telescopic legs 3 on the same side wall of the beam body 7, A connecting rod assembly 5 is arranged between two adjacent telescopic legs 3 on the side walls at both ends of the beam body 7, and the telescopic legs 3 are connected as a whole through the cross rod 4 and the connecting rod assembly 5, thereby improving the mechanical strength of the device. performance and overall stability; and for the adjustment of the support height of the boom, the telescopic outrigger 3 is provided with a fixed section 10 and or a movable section 12 according to installation requirements, and the movable section 12 can be telescopically adjusted in the fixed section 10 so that its length can be extended. long or shrink, so as to realize the adjustment of the height of the boom support, and for the adjustment of the support angle of the boom, the screw mechanism 6 is arranged on the connecting rod assembly 5, through the fixed axis rotation of the screw main body 22, combined with the lock nut 23 , the length of the connecting rod assembly 5 can be adjusted or locked, so that the span between the telescopic outriggers 3 arranged opposite to the side walls at both ends of the beam mechanism 1 can be changed, combined with the height adjustment of the telescopic outriggers 3, thereby realizing The adjustment of the support height of the boom; secondly, the upper end of the telescopic leg 3 is flexibly connected with the support seat 2, and after the support operation is completed, the first link 17, the second link 18 and the second link 18 in the link assembly 5 After the third connecting rod 19 is disassembled, it can be placed in the second ear seat 21, so that the telescopic outrigger 3 can be folded and stored, and the space occupation is small, and the storage is convenient. Therefore, compared with the prior art, the technical solution provided by the present invention can adjust the support angle and height of the boom, ensure stable and reliable support when the boom is assembled, have good adaptability to working conditions and convenient storage, and can improve Improve the production efficiency of the jib assembly connection, and reduce safety hazards and additional costs.

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发明。对这些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发明的精神或范围的情况下,在其他实施例中实现。因此,本发明将不会被限制于本文所示的这些实施例,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 is provided to enable any person skilled in the art to make or use the invention. Various modifications to these 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 is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (10)

1.一种门座起重机臂架支撑装置,其特征在于,包括:1. A portal crane jib support device, characterized in that it comprises: 横梁机构,其与门座起重机臂架抵接,用于进行臂架支撑;The beam mechanism abuts against the jib frame of the portal crane and is used for jib support; 设置于所述横梁机构两端侧壁上的支撑座;Support seats arranged on the side walls at both ends of the beam mechanism; 一端与所述支撑座活动连接,另一端抵接地面的伸缩支腿,所述伸缩支腿用于承载所述横梁机构与臂架重量,并且通过伸缩调节臂架的支撑高度;One end is movably connected to the support seat, and the other end touches the telescopic outrigger on the ground. The telescopic outrigger is used to carry the weight of the beam mechanism and the boom, and adjust the support height of the boom through telescopic adjustment; 设置于所述横梁机构同一侧壁的所述伸缩支腿之间的横杆;a cross bar arranged between the telescopic outriggers on the same side wall of the cross beam mechanism; 设置于所述横梁机构两端侧壁的所述伸缩支腿之间的连杆总成,所述连杆总成与横杆用于将伸缩支腿连接成一整体;A connecting rod assembly arranged between the telescopic outriggers on the side walls at both ends of the beam mechanism, the connecting rod assembly and the cross bar are used to connect the telescopic outriggers as a whole; 所述连杆总成可拆卸连接,拆卸后的连杆总成放置于所述伸缩支腿侧面,使所述横梁机构两侧的伸缩支腿能够绕支撑座转动折叠;The connecting rod assembly is detachably connected, and the disassembled connecting rod assembly is placed on the side of the telescopic outrigger, so that the telescopic outriggers on both sides of the beam mechanism can rotate and fold around the support base; 设置于所述连杆总成上,调节连杆总成长度的螺杆机构,所述螺杆机构用于结合所述伸缩支腿调节臂架的支撑角度。The screw mechanism is arranged on the connecting rod assembly and adjusts the length of the connecting rod assembly, and the screw mechanism is used to adjust the support angle of the boom in conjunction with the telescopic outrigger. 2.根据权利要求1所述的门座起重机臂架支撑装置,其特征在于,所述横梁机构包括:2. The jib support device of a portal crane according to claim 1, wherein the beam mechanism comprises: 横梁体,所述支撑座两两对称设置于所述横梁体两端侧壁上;The beam body, the support seats are symmetrically arranged on the side walls at both ends of the beam body; 设置于所述横梁体上端的定位架;A positioning frame arranged at the upper end of the beam body; 设置于所述定位架内,连接于所述横梁体的支撑体;set in the positioning frame and connected to the support body of the beam body; 所述支撑体上端为平面,用于与臂架抵接,下端嵌入设置于所述定位架内,其沿长度方向设置有与所述横梁体安装固定的接口。The upper end of the supporting body is a plane, which is used to abut against the boom, and the lower end is embedded in the positioning frame, which is provided with an interface fixed with the beam body along the length direction. 3.根据权利要求2所述的门座起重机臂架支撑装置,其特征在于,所述伸缩支腿包括:3. The jib support device of a portal crane according to claim 2, wherein the telescopic outrigger comprises: 固定节,所述固定节下端开口,下端侧壁上设置有销轴孔;The fixed section, the lower end of the fixed section is open, and the side wall of the lower end is provided with a pin hole; 设置于所述固定节上端的第一耳座,所述第一耳座与所述支撑座铰接连接;a first lug set on the upper end of the fixing section, the first lug is hingedly connected with the support base; 套设于所述固定节内,用于调节所述伸缩支腿长度的活动节,所述活动节上设置有销轴孔,通过销轴限定所述固定节与活动节之间的位置;The movable section is sleeved in the fixed section and used to adjust the length of the telescopic outrigger, the movable section is provided with a pin hole, and the position between the fixed section and the movable section is defined by the pin; 设置于所述活动节下端,用于进行地面支撑的防滑底板。It is arranged at the lower end of the movable section and is used as a non-slip bottom plate for ground support. 4.根据权利要求3所述的门座起重机臂架支撑装置,其特征在于,所述伸缩支腿设置有4件,通过所述横梁体上的支撑座与销轴以2件为一组,对称设置于横梁体两端侧壁上;4. The jib support device of a portal crane according to claim 3, wherein the telescopic outriggers are provided with four pieces, and two pieces form a group through the support seat and the pin shaft on the beam body, Symmetrically arranged on the side walls at both ends of the beam body; 所述连杆总成连接所述横梁体两端侧壁上的两个相对设置的伸缩支腿之间,使其呈A字形排列,所述横杆连接所述横梁体同侧侧壁上两个相邻设置的伸缩支腿之间,使其呈n字形排列。The connecting rod assembly is connected between two oppositely arranged telescopic outriggers on the side walls at both ends of the beam body, so that they are arranged in an A shape, and the cross bar connects the two legs on the same side wall of the beam body. Between two adjacent telescopic outriggers, it is arranged in an n shape. 5.根据权利要求3所述的门座起重机臂架支撑装置,其特征在于,所述防滑底板包括:5. The jib support device of a portal crane according to claim 3, wherein the anti-slip bottom plate comprises: 与所述活动节下端连接的底板主体;a bottom plate main body connected to the lower end of the movable section; 设置于所述底板主体下方,与地面抵接的防滑体,所述防滑体具体为耐磨橡胶层或木质层,用于增大与地面支撑附着力。The anti-slip body is arranged under the main body of the bottom plate and contacts the ground. The anti-slip body is specifically a wear-resistant rubber layer or a wooden layer, which is used to increase the adhesion with the ground support. 6.根据权利要求3所述的门座起重机臂架支撑装置,其特征在于,所述连杆总成包括:6. The jib support device of a portal crane according to claim 3, wherein the connecting rod assembly comprises: 对称设置于两相对所述固定节内侧壁上的连杆座;Symmetrically arranged on the connecting rod seat on the inner wall of the two opposite fixed sections; 从上至下依次设置于所述连杆座之间的第一连杆、第二连杆和第三连杆;A first connecting rod, a second connecting rod and a third connecting rod arranged sequentially between the connecting rod seats from top to bottom; 所述第一连杆、第二连杆和第三连杆通过销轴与所述连杆座可拆卸连接,三者相互平行设置,其杆体长度依次增大;The first connecting rod, the second connecting rod and the third connecting rod are detachably connected to the connecting rod seat through a pin shaft, and the three are arranged parallel to each other, and the length of the rod body increases sequentially; 所述第一连杆、第二连杆与第三连杆均包括两件杆体;The first connecting rod, the second connecting rod and the third connecting rod all include two rod bodies; 两件所述杆体相互对称设置,杆体一端连接所述连杆座,另一端设置有端板,所述端板上攻有内螺纹。The two rod bodies are arranged symmetrically with each other, one end of the rod body is connected to the connecting rod seat, and the other end is provided with an end plate, and an internal thread is tapped on the end plate. 7.根据权利要求6所述的门座起重机臂架支撑装置,其特征在于,所述门座起重机臂架支撑装置还包括:7. The jib support device of the portal crane according to claim 6, wherein the jib support device of the portal crane further comprises: 并排设置于所述固定节外侧壁上的踏步,所述踏步具体为U形杆体结构,其由圆形截面的管件或杆件弯曲制成,用于操作人员上下爬行;Steps arranged side by side on the outer wall of the fixed section, the steps are specifically a U-shaped rod structure, which is made of a pipe or rod with a circular cross section, and is used for operators to crawl up and down; 设置于所述固定节上与连杆座垂直的外侧面,以及所述固定节上靠近横梁机构端的一连杆座下方的第二耳座,所述第二耳座用于本支撑装置所述伸缩支腿绕横梁机构上支撑座转动折叠时通过销轴放置所述第一连杆、第二连杆与第三连杆。It is arranged on the outer surface perpendicular to the connecting rod seat on the fixed section, and the second ear seat below a connecting rod seat near the end of the beam mechanism on the fixed section, and the second ear seat is used for the support device described The first connecting rod, the second connecting rod and the third connecting rod are placed through the pin shaft when the telescopic outrigger rotates and folds around the support base of the beam mechanism. 8.根据权利要求6所述的门座起重机臂架支撑装置,其特征在于,所述螺杆机构包括:8. The jib support device of a portal crane according to claim 6, wherein the screw mechanism comprises: 设置于所述连杆总成之间的螺杆主体;a screw body disposed between the connecting rod assemblies; 所述螺杆主体两端分别连接两件相互对称设置的所述杆体,其两端螺纹旋向相反,螺纹连接于杆体端部的所述端板中;The two ends of the screw main body are respectively connected to two symmetrically arranged rod bodies, and the screw threads at both ends are in opposite directions, and are threaded into the end plate at the end of the rod body; 设置于所述螺杆主体中部,用于拧转的旋转接口;A rotary interface arranged in the middle of the screw body for twisting; 设置于所述螺杆主体两端螺纹段,接抵或远离杆体上的所述端板端面的锁定螺母,所述锁定螺母用于锁定所述连杆总成的长度或调节其长度。The threaded sections at both ends of the screw main body are arranged on the locking nuts abutting against or away from the end face of the end plate on the rod body, and the locking nuts are used to lock or adjust the length of the connecting rod assembly. 9.根据权利要求2所述的门座起重机臂架支撑装置,其特征在于,所述门座起重机臂架支撑装置还包括:9. The jib support device of the portal crane according to claim 2, wherein the jib support device of the portal crane further comprises: 设置于与所述横梁体上,用于固定臂架位置的连接部件;A connecting part arranged on the beam body and used to fix the position of the boom; 所述连接部件包括:与所述横梁体连接的连接架;一端连接所述连接架,另一端与臂架连接的底座,其上设置连接接口。The connecting part includes: a connecting frame connected to the beam body; a base connected to the connecting frame at one end and connected to the arm frame at the other end, on which a connecting interface is arranged. 10.一种门座起重机臂架与象鼻梁装配连接方法,其特征在于,以权利要求1至9任意一项所述的门座起重机臂架支撑装置为工具,包括以下步骤:10. A method for assembling and connecting the jib frame of a portal crane and the trunk beam, characterized in that, using the jib support device of a portal crane according to any one of claims 1 to 9 as a tool, comprising the following steps: S1、装置调节:将支撑装置展开并放置于平整地面,调节所述伸缩支腿与连杆总成确定臂架的支撑高度与支撑角度;S1. Device adjustment: unfold the support device and place it on a flat ground, adjust the telescopic outrigger and connecting rod assembly to determine the support height and support angle of the boom; S2、臂架吊装:用起重机吊起臂架放置于所述支撑装置上,使臂架上与象鼻梁连接处距地面距离H为4~6米,支撑装置在臂架长度方向上的支撑点距臂架截面变化起点距离大于0.5米,臂架重心距支撑点所产生的力矩不小于象鼻梁装配后象鼻梁重心距支撑点力矩的1.3倍;S2. Boom hoisting: use a crane to lift the boom and place it on the support device, so that the distance H between the boom and the elephant trunk bridge is 4 to 6 meters from the ground, and the support point of the support device in the length direction of the boom The distance from the starting point of the change of the section of the boom is greater than 0.5 meters, and the moment generated by the center of gravity of the boom from the support point is not less than 1.3 times the moment of the center of gravity of the elephant trunk beam to the support point after the trunk beam is assembled; S3、臂架固定:在臂架与支撑装置的所述支撑点两侧焊接所述连接部件中的底座,随后将连接部件中的连接架一端连接所述底座,另一端连接所述横梁体,使所述横梁机构与臂架连成整体;S3. Boom fixing: Weld the base in the connecting part on both sides of the supporting point of the boom and the supporting device, and then connect one end of the connecting frame in the connecting part to the base and the other end to the beam body, connecting the beam mechanism and the arm frame as a whole; S4、象鼻梁吊装:用起重机吊起象鼻梁,对正臂架上的接口,在接口中装配销轴连接件;随后待门座起重机转台立柱总成与圆筒门架装配完成后,拆除所述连接架,吊起臂架与象鼻梁,完成两者的装配连接。S4. Hoisting of the trunk beam: Lift the trunk beam with a crane, align the interface on the jib frame, and assemble the pin shaft connector in the interface; The connecting frame is used to lift the arm frame and the elephant trunk beam to complete the assembly connection of the two.
CN202211181318.5A 2022-09-27 2022-09-27 Gantry Crane Jib Supporting Device and Jib and Trunk Bridge Assembly and Connection Method Pending CN115402926A (en)

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