CN212128860U - Construction equipment applied to steel tower column - Google Patents
Construction equipment applied to steel tower column Download PDFInfo
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- CN212128860U CN212128860U CN202020097221.6U CN202020097221U CN212128860U CN 212128860 U CN212128860 U CN 212128860U CN 202020097221 U CN202020097221 U CN 202020097221U CN 212128860 U CN212128860 U CN 212128860U
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Abstract
本实用新型公开了一种应用于钢塔柱的施工装备,包括:架体、移动系统和提升系统;所述架体呈框架结构,所述架体的上方连接有承载梁,为移动系统提供工作空间;所述提升系统安装于承载梁上,用于钢塔柱节段的吊装与移动;所述移动系统包括滑道和移动装置;滑道竖直固定于所述架体上,所述滑道为具有多个间隔设置的横杆的梯子状结构;所述移动装置设置于支撑锚固上。本实用新型有效避免传统施工过程中占地面积大、施工时间长、成本高的问题。
The utility model discloses a construction equipment applied to a steel tower column, comprising: a frame body, a moving system and a lifting system; the frame body is in a frame structure, and a bearing beam is connected above the frame body to provide a moving system. The working space; the lifting system is installed on the bearing beam and is used for hoisting and moving the steel tower column segment; the moving system includes a slideway and a moving device; the slideway is vertically fixed on the frame body, and the The slideway is a ladder-like structure with a plurality of horizontal bars arranged at intervals; the moving device is arranged on the support anchor. The utility model effectively avoids the problems of large floor space, long construction time and high cost in the traditional construction process.
Description
技术领域technical field
本实用新型涉及输电塔、桥梁主塔等钢塔柱的施工装置领域。更具体地说,本实用新型涉及一种应用于钢塔柱的施工装备。The utility model relates to the field of construction devices for steel tower columns such as power transmission towers, bridge main towers and the like. More specifically, the utility model relates to a construction equipment applied to a steel tower column.
背景技术Background technique
目前,随着世界各国城市化进程的加快,城市对电力的需求显得尤为明显,输电线路和输电塔在城市日益增多与城市土地可占用面积缩小的矛盾日益突出。传统的输电塔钢塔柱吊装方式中,悬浮式拉线抱杆组塔时出现占地面积大,施工时间长,效率低下的情况,严重影响施工质量以及施工进度;采用汽车吊进行节段吊装时,输电塔拼装高度和节段重量受到吊车最大提升能力的限制,对建造高度较大的输电塔,该方法优势并不明显;采用直升机吊装时,虽然占地面积小,吊装高度不受限制,但是施工成本大幅增加,在高楼林立的城市中,直升机通行也受到限制。At present, with the acceleration of urbanization in various countries in the world, the demand for electricity in cities is particularly obvious, and the contradiction between the increasing number of transmission lines and transmission towers in cities and the shrinking of urban land occupied area is becoming more and more prominent. In the traditional steel tower column hoisting method of transmission towers, when the suspension type is used to hold the poles to form the tower, the situation of large area, long construction time and low efficiency will seriously affect the construction quality and construction progress; when using a truck crane for segmental hoisting , the assembly height and segment weight of the transmission tower are limited by the maximum lifting capacity of the crane, and the advantages of this method are not obvious for the construction of a transmission tower with a larger height; But construction costs have increased substantially, and helicopter access has been restricted in cities with many tall buildings.
实用新型内容Utility model content
本实用新型的目的是克服现有施工技术的不足,提供一种安全可靠的钢塔柱施工装备,有效避免传统施工过程中占地面积大、施工时间长、成本高的问题。The purpose of the utility model is to overcome the deficiencies of the existing construction technology, provide a safe and reliable steel tower column construction equipment, and effectively avoid the problems of large floor space, long construction time and high cost in the traditional construction process.
为了实现根据本实用新型的这些目的和其它优点,提供了一种应用于钢塔柱的施工装备,包括:架体、移动系统和提升系统;In order to achieve these objects and other advantages according to the present invention, a construction equipment applied to a steel tower is provided, including: a frame body, a moving system and a lifting system;
所述架体呈框架结构,所述架体的上方连接有承载梁,为移动系统提供工作空间;所述提升系统安装于承载梁上,用于钢塔柱节段的吊装与移动;The frame body is in a frame structure, and a bearing beam is connected above the frame body to provide a working space for the mobile system; the lifting system is installed on the bearing beam and is used for hoisting and moving the steel tower column segment;
所述移动系统包括滑道和移动装置;滑道竖直固定于所述架体上,所述滑道为具有多个间隔设置的横杆的梯子状结构;所述移动装置设置于支撑锚固上;所述移动装置包括第一箱体、第二箱体、移动支座和可伸缩的驱动装置,所述移动支座的下端与支撑锚固固定,所述移动支座的上端与第二箱体的下端固定,所述第二箱体的上端与驱动装置的底面固定,所述驱动装置的上端与第二箱体固定;所述第一箱体与所述第二箱体结构相同;The moving system includes a slideway and a moving device; the slideway is vertically fixed on the frame body, and the slideway is a ladder-like structure with a plurality of horizontal bars arranged at intervals; the moving device is arranged on the support anchor ; The moving device includes a first box body, a second box body, a moving support and a retractable driving device, the lower end of the moving support is anchored and fixed with the support, and the upper end of the moving support is connected to the second box body. The lower end of the second box is fixed, the upper end of the second box is fixed with the bottom surface of the driving device, and the upper end of the driving device is fixed with the second box; the first box and the second box have the same structure;
所述第一箱体包括:箱本体、挂抓、连杆和弹簧;所述挂抓通过轴杆可转动的固定于箱本体内部,且挂抓的头部凸出于所述箱本体的侧面,所述挂抓的头部为逐渐收敛状,所述挂抓的头部的上表面由水平面和逐渐向下倾斜的斜面构成,所述挂抓的头部的下表面为圆弧过渡的曲面,所述挂抓的中部与所述连杆的一端固定连接,所述箱本体远离挂抓头部的一侧固定有上方敞口的壳体,所述壳体上方的四周设置有挡板,所述壳体内设置有弹簧,所述弹簧的底端和壳体内底面固定,所述弹簧的顶端固定连接一限位板,所述挡板限制所述限位板,所述连杆的另一端与所述限位板铰接,所述壳体相对的两侧设置有不限制连杆向下运动的开口;其中,挂抓的头部顶住滑道的横杆以承载所述滑道。The first box body includes: a box body, a hook, a connecting rod and a spring; the hook is rotatably fixed inside the box body through a shaft, and the head of the hook protrudes from the side of the box body , the head of the hook is gradually convergent, the upper surface of the head of the hook is composed of a horizontal plane and a gradually downward inclined slope, and the lower surface of the head of the hook is a curved surface with an arc transition , the middle part of the hook is fixedly connected with one end of the connecting rod, the side of the box body away from the hook head is fixed with a casing with an upper opening, and a baffle is arranged around the upper part of the casing. The casing is provided with a spring, the bottom end of the spring is fixed to the inner bottom surface of the casing, the top end of the spring is fixedly connected to a limit plate, the baffle plate restricts the limit plate, and the other end of the connecting rod Hinged with the limiting plate, two opposite sides of the housing are provided with openings that do not restrict the downward movement of the connecting rod; wherein, the head of the catch is against the cross bar of the slideway to carry the slideway.
优选的是,所述架体由若干横梁、竖向架体和桁架搭设形成框架结构。Preferably, the frame body is erected by a plurality of beams, vertical frame bodies and trusses to form a frame structure.
优选的是,所述提升系统包括:Preferably, the lifting system includes:
起升机构,其安装于承载梁上;a hoisting mechanism, which is mounted on the bearing beam;
变幅行走机构,其控制起升机构沿承载梁方向移动;A luffing walking mechanism, which controls the hoisting mechanism to move along the direction of the bearing beam;
吊具,其与起升机构连接,用于钢塔柱节段的吊装。A spreader, which is connected with the hoisting mechanism, is used for hoisting the steel tower column segment.
本实用新型至少包括以下有益效果:将本申请的施工装备运用在钢塔柱安装施工中,以钢塔柱自身结构为依托,采用施工装备在钢塔柱上一边爬升一边进行节段安装的方法,完成塔柱安装施工。The utility model at least includes the following beneficial effects: the construction equipment of the present application is used in the installation and construction of the steel tower, relying on the structure of the steel tower, using the construction equipment to climb on the steel tower while carrying out the method of segment installation , to complete the tower installation and construction.
本实用新型的其它优点、目标和特征将部分通过下面的说明体现,部分还将通过对本实用新型的研究和实践而为本领域的技术人员所理解。Other advantages, objects, and features of the present invention will be manifested in part by the description below, and in part will be understood by those skilled in the art from the study and practice of the present invention.
附图说明Description of drawings
图1是本实用新型应用于钢塔柱的施工装备的正视图;Fig. 1 is the front view that the utility model is applied to the construction equipment of steel tower column;
图2是本实用新型应用于钢塔柱的施工装备的俯视图;Fig. 2 is the top view of the construction equipment that the utility model is applied to steel tower column;
图3是本实用新型应用于钢塔柱的施工装备的侧视图;Fig. 3 is the side view of the construction equipment of the utility model applied to the steel tower column;
图4是本实用新型移动装置的结构示意图;Fig. 4 is the structural representation of the mobile device of the present invention;
图5是本实用新型起升机构和变幅行走机构的结构示意图;Fig. 5 is the structural representation of the hoisting mechanism and the luffing traveling mechanism of the present invention;
图6是本实用新型实施例1中钢塔柱安装工艺的步骤S31示意图;6 is a schematic diagram of step S31 of the steel tower column installation process in Embodiment 1 of the present invention;
图7是本实用新型实施例1中安装至钢塔柱上部的示意图;Fig. 7 is the schematic diagram that is installed to the upper part of the steel tower column in Embodiment 1 of the present utility model;
图8是本实用新型实施例1中安装至钢塔柱顶部的示意图;8 is a schematic view of being installed on the top of a steel tower in Embodiment 1 of the present invention;
图9是本实用新型实施例1中钢塔柱安装完成后架体下移示意图;9 is a schematic diagram of the frame body moving down after the installation of the steel tower column in Embodiment 1 of the present utility model;
图10是本实用新型实施例1中架体下移时的原理图;Fig. 10 is the schematic diagram when the frame body moves down in Embodiment 1 of the present utility model;
图11是本实用新型挂抓细节图。Figure 11 is a detailed view of the hook and grip of the present invention.
附图标记说明:1架体,11横梁,12竖向架体,13桁架,2滑道,3移动装置,31第一箱体,32第二箱体,33移动支座,34驱动装置,311箱本体,312挂抓,313连杆,314 弹簧,315壳体,316挡板,317限位板,312a水平面,312b斜面,312c曲面,41起升机构,411滑轮组,412钢丝绳,413卷扬机,42变幅行走机构,421轨道,422夹轨器,423 油缸,43吊具,5支撑锚固,6钢塔柱节段,7辅助横撑,8承载梁。Description of reference numerals: 1 frame body, 11 beam, 12 vertical frame body, 13 truss, 2 slideway, 3 moving device, 31 first box body, 32 second box body, 33 moving support, 34 driving device, 311 box body, 312 hanger, 313 link, 314 spring, 315 shell, 316 baffle, 317 limit plate, 312a horizontal plane, 312b inclined plane, 312c curved surface, 41 lifting mechanism, 411 pulley block, 412 steel wire rope, 413 winch , 42 luffing travel mechanism, 421 track, 422 rail clamp, 423 oil cylinder, 43 spreader, 5 support anchoring, 6 steel tower column segments, 7 auxiliary cross braces, 8 bearing beams.
具体实施方式Detailed ways
下面结合实施例对本实用新型做进一步的详细说明,以令本领域技术人员参照说明书文字能够据以实施。The present utility model will be further described in detail below with reference to the embodiments, so that those skilled in the art can implement it with reference to the description.
在本实用新型的描述中,术语“横向”、“纵向”、“上”、“下”、“前”、“后”、“左”、“右”、“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实用新型和简化描述,并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实用新型的限制。In the description of the present invention, the terms "horizontal", "longitudinal", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", The orientations or positional relationships indicated by "top", "bottom", "inside", "outside", etc. are based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and are not intended to indicate or It is implied that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore should not be construed as a limitation of the present invention.
如图1~3所示,本实用新型提供一种应用于钢塔柱的施工装备,包括:架体1、移动系统和提升系统;As shown in Figures 1 to 3, the present invention provides a construction equipment applied to a steel tower, including: a frame body 1, a moving system and a lifting system;
所述架体1沿钢塔柱的外围搭设呈框架结构,所述架体1的上方连接有承载梁8,为移动系统提供工作空间;所述提升系统安装于承载梁8上,用于钢塔柱节段6的吊装与移动;The frame body 1 is erected in a frame structure along the periphery of the steel tower column, and a
所述移动系统包括滑道2和移动装置3;滑道2竖直固定于所述架体1上,所述滑道2为具有多个间隔设置的横杆的梯子状结构;所述移动装置设置于支撑锚固5上,所述支撑锚固5与已搭设的钢塔柱固定,所述支撑锚固5用于支撑所述移动装置3;所述移动装置3包括第一箱体31、第二箱体32、移动支座33和可伸缩的驱动装置34(所述驱动装置34在本实施例中为油缸),所述移动支座33的下端与支撑锚固5固定,所述移动支座 33的上端与第二箱体32的下端固定,所述第二箱体32的上端与驱动装置34的底面固定,所述驱动装置34的上端与第二箱体32固定;所述第一箱体31与所述第二箱体32结构相同。The moving system includes a
如图4和图11所示,所述第一箱体31包括:箱本体311、挂抓312、连杆313 和弹簧314;所述挂抓312通过轴杆可转动的固定于箱本体311内部,且挂抓312的头部凸出于所述箱本体311的侧面,所述挂抓312的头部为逐渐收敛状,所述挂抓312 的头部的上表面由水平面312a和逐渐向下倾斜的斜面312b构成,所述挂抓312的头部的下表面为圆弧过渡的曲面312c,所述挂抓312的中部与所述连杆313的一端固定连接,所述箱本体311远离挂抓312头部的一侧固定有上方敞口的壳体315,所述壳体315上方的四周设置有挡板316,所述壳体315内设置有弹簧314,所述弹簧314 的底端和壳体315内底面固定,所述弹簧314的顶端固定连接一限位板317,所述挡板316限制所述限位板317,所述连杆313的另一端通过轴杆与所述限位板317铰接,所述壳体315相对的两侧设置有不限制连杆313向下运动的开口;其中,挂抓312的头部顶住滑道2的横杆以承载所述滑道2。As shown in FIG. 4 and FIG. 11 , the
本申请的应用于钢塔柱的施工装备的一优选实施例中,所述架体1由若干横梁11、竖向架体12和桁架13搭设形成框架结构。所述横梁11与桁架13连接,起到增加结构刚度的目的,所述承载梁8位于竖向架体12之上,为起升机构41提供工作空间。In a preferred embodiment of the construction equipment applied to the steel tower column of the present application, the frame body 1 is erected by
本申请的应用于钢塔柱的施工装备的一优选实施例中,如图1和图5所示,所述提升系统包括:In a preferred embodiment of the construction equipment applied to the steel tower column of the present application, as shown in FIG. 1 and FIG. 5 , the lifting system includes:
起升机构41,其安装于承载梁8上,用于将地面上钢塔柱节段6提升至待安装高度,起升机构41包括卷扬机413、滑轮组411和钢丝绳412,通过卷扬机413和钢丝绳412来提升吊具43,通过滑轮组411来调整钢丝绳412的方向;The
变幅行走机构42,其控制起升机构41沿承载梁8方向移动,用于将钢塔柱节段6移动至待安装位置;变幅行走机构42包括设置于承载梁8上的轨道421、两组夹轨器422 和油缸423,其中通过钢丝绳412与吊具43连接的滑轮可滑动的设置于轨道421上,滑轮的一侧与一组夹轨器(前夹轨器)连接,该组夹轨器通过油缸423与另一组夹轨器(后夹轨器)连接,通过夹轨器422来带动该滑轮在轨道421上移动,具体为:当前夹轨器夹紧轨道421时,后夹轨器松开轨道421,油缸423推动后夹轨器移动,移动到位后,后夹轨器夹紧轨道421,前夹轨器松开,油缸423收回,则油缸423带动前夹轨器移动,以此往复运动完成滑轮的移位。The
吊具43,其与起升机构41的一组滑轮通过钢丝绳412连接,用于钢塔柱节段6的吊装。The hoisting
实施例1Example 1
一种利用所述施工装备的钢塔柱施工工艺,包括以下步骤:A steel tower column construction technique utilizing the construction equipment, comprising the following steps:
步骤S1、采用汽车吊进行完成钢塔柱前三个节段的安装,从下一节段开始采用施工装备安装。Step S1, use a truck crane to complete the installation of the first three sections of the steel tower column, and use construction equipment to install from the next section.
步骤S2、施工装备的搭设;Step S2, the erection of construction equipment;
步骤S21、支撑锚固5的安装:在已安装完成的钢塔柱节段6上的至少两个节段上固定安装支撑锚固5。Step S21 , installation of the support anchors 5 : the
步骤S23、移动系统的安装:安装四组竖直设置的滑道2和十二组移动装置3,通过支撑锚固5承载对应移动装置3的移动支座33,通过挂抓312承载对应滑道2 的重量。Step S23, the installation of the mobile system: four sets of vertically arranged
步骤S24、沿已安装完成的钢塔柱的外围搭设架体1,所述架体1与滑道2固定连接,通过置于支撑锚固5上的移动装置3承担滑道2上的负载。Step S24 , erecting a frame body 1 along the periphery of the installed steel tower, the frame body 1 is fixedly connected with the
步骤S25、在架体1上方连接承载梁8,并将提升系统安装于承载梁8上。Step S25 , connecting the
步骤S3、剩余节段钢塔柱安装工艺;Step S3, the installation process of the remaining segment steel tower column;
步骤S31、如图6所示,利用提升系统吊装并移动待安装的钢塔柱节段6,在架体1上搭设工作平台,利用工作平台将吊装完成的钢塔柱节段6焊接和其他作业,所述工作平台架设于横梁11之上,施工人员利用工作平台进行钢塔柱的节段焊接和其他作业。Step S31, as shown in Figure 6, use the lifting system to hoist and move the steel
步骤S32、控制架体1向上爬升:当已完成安装的钢塔柱节段6高度高于提升系统的吊装高度时,控制移动装置3的驱动装置34同步顶推滑道2向上运动,并保证至少有一节钢塔柱上的所有移动装置3的驱动装置34不顶推;其中,所述驱动装置 34的顶推长度设定为:不顶推的移动装置3的挂抓312由顶推滑道2的当前横杆相对运动至顶推当前横杆下方的横杆,使不顶推的移动装置3承载滑道2,剩余移动装置3的驱动装置34缩回,完成架体1的上移。Step S32, control the frame body 1 to climb upward: when the height of the steel
步骤S33、将位于钢塔柱节段6最下方的移动装置3和支撑锚固5拆除,并将其安装于上方新安装的钢塔柱节段6上。Step S33 , remove the moving
步骤S34、如图7、8所示,架体1上移至提升系统的吊装高度高于已完成安装的钢塔柱节段6高度后,重复步骤S31~S33,完成剩余钢塔柱节段6的吊装和安装,Step S34, as shown in Figures 7 and 8, after the frame body 1 is moved up to the hoisting height of the hoisting system that is higher than the height of the steel
直到钢塔柱安装完成。随着钢塔柱安装高度的上升,在钢塔柱之间连接辅助横撑7,Until the steel tower column is installed. As the installation height of the steel towers increases, the auxiliary cross braces 7 are connected between the steel towers,
增加整体结构的稳定性,当钢塔柱安装完成后可拆除辅助横撑7。To increase the stability of the overall structure, the
本申请的利用所述施工装备的钢塔柱施工工艺的一优选实施例中,还包括步骤S4、钢塔柱安装完成后,将应用于钢塔柱的施工装备拆除,通过塔吊将部件吊装下来。该施工步骤适用于具有塔吊的桥梁施工中。In a preferred embodiment of the construction technology of the steel tower column using the construction equipment of the present application, it further includes step S4. After the installation of the steel tower column is completed, the construction equipment applied to the steel tower column is dismantled, and the components are hoisted down by a tower crane. . This construction step is suitable for bridge construction with tower cranes.
本申请的利用所述施工装备的钢塔柱施工工艺的一优选实施例中,该施工步骤适用于输电塔类型的施工,安装完成后由于无法将施工装备吊装下来,仅能控制架体1下移将施工装备运送下来,如图9~10所示,还包括步骤S4、钢塔柱安装完成后,控制架体1下移,具体包括以下步骤:In a preferred embodiment of the steel tower column construction process using the construction equipment of the present application, the construction step is suitable for the construction of the transmission tower type. Moving and transporting the construction equipment, as shown in Figures 9-10, also includes step S4. After the installation of the steel tower is completed, the frame body 1 is controlled to move down, which specifically includes the following steps:
S41、将第二箱体32的壳体315与第二箱体32解除固定,之后将壳体315掉转180°后再与第二箱体32固定,使挂抓312的头部的上下表面调换位置,即挂抓312头部的曲面312c朝上;S41. Unfix the
S42、控制驱动装置34同步缩回,从而通过第一箱体31的挂抓312顶着滑道2向下运动。S42 , controlling the driving
S43、将第二箱体32的壳体315掉转180°,使对应挂抓312的头部的水平面312a 朝上;将第一箱体31的壳体315掉转180°,使对应挂抓312的头部的曲面312c朝上;控制驱动装置34顶升第一箱体31,此时滑道2是不动的。S43. Rotate the
S44、将第二箱体32的壳体315掉转180°,使对应挂抓312的头部的曲面312c朝上;将第一箱体31的壳体315掉转180°,是对应挂抓312的头部的水平面312a朝上,从而达到步骤S41之后的状态,如此往复实现架体1的下移。S44, turn the
本工艺及装备可用于施工的领域包括但不限于输电钢塔,桥梁主塔钢塔柱的施工。The fields in which this process and equipment can be used for construction include but are not limited to the construction of steel towers for power transmission and main towers of bridges.
尽管本实用新型的实施方案已公开如上,但其并不仅仅限于说明书和实施方式中所列运用,它完全可以被适用于各种适合本实用新型的领域,对于熟悉本领域的人员而言,可容易地实现另外的修改,因此在不背离权利要求及等同范围所限定的一般概念下,本实用新型并不限于特定的细节和这里示出与描述的实施例。Although the embodiments of the present invention have been disclosed as above, they are not limited to the applications listed in the description and the embodiments, and can be applied to various fields suitable for the present invention. For those skilled in the art, Additional modifications may readily be implemented, therefore the invention is not limited to the specific details and embodiments shown and described herein without departing from the general concept defined by the appended claims and the scope of equivalents.
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| CN111155438B (en) * | 2020-01-16 | 2024-07-26 | 中交武汉港湾工程设计研究院有限公司 | Construction equipment applied to steel tower column and construction process thereof |
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