CN102108801A - Guide rail system for use on end part of cross arms of helicopter-assembled power transmission line iron tower - Google Patents
Guide rail system for use on end part of cross arms of helicopter-assembled power transmission line iron tower Download PDFInfo
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Abstract
Description
技术领域technical field
本发明属于架空输电线路铁塔组立施工装备领域,具体涉及一种用于直升机组立输电线路铁塔横担端部的导轨系统。The invention belongs to the field of construction equipment for erecting iron towers of overhead transmission lines, and in particular relates to a guide rail system used for erecting cross-arm ends of iron towers of electric transmission lines by helicopters.
背景技术Background technique
输电线路铁塔按结构类型大致可分为两类,即拉线型铁塔和自立式铁塔,其中自立式铁塔因塔形较宽大、刚性好、无需拉线等优点而得到了广泛应用。自立式铁塔(图1为某型自立式铁塔的平面线框图)一般为由数百根乃至数千根型钢通过螺栓或铆钉连接而成的立体桁架结构,其横断面多呈正方形或矩形,每一侧面均为平面桁架。铁塔立体桁架的四根主要杆件称为主材,相邻两主材间使用腹材进行连接。全塔可分为多段,自下而上包括塔腿11(基础上的第一段桁架)、塔身12(由多段桁架组成)和塔头13三部分,其中塔头13的水平部分被称为横担14,其一般为变截面方形桁架结构。Transmission line towers can be roughly divided into two types according to the structure type, that is, cable-stayed towers and self-supporting towers. Among them, self-supporting towers have been widely used because of their wide tower shape, good rigidity, and no need for cable. The self-supporting iron tower (Figure 1 is the plane wireframe diagram of a certain type of self-supporting iron tower) is generally a three-dimensional truss structure composed of hundreds or even thousands of steel sections connected by bolts or rivets, and its cross-section is mostly square or rectangular. One side is a plane truss. The four main members of the three-dimensional truss of the iron tower are called main materials, and the web materials are used to connect two adjacent main materials. The whole tower can be divided into multiple sections, including three parts from bottom to top: tower leg 11 (the first section of truss on the basis), tower body 12 (composed of multi-section trusses) and
自立式铁塔一般使用分解组塔法进行组立,条件允许的情况下也可以整体组立。分解组塔法是将铁塔拆分成单根、单片或单段,使用起重设备进行单独吊装、空中对接、按序组立的一种铁塔组立施工方法。相比通常使用的施工抱杆、流动式起重机、组塔专用塔式起重机等组塔起重设备进行组塔而言,直升机组塔是一种新颖、独特的铁塔组立施工方法。相比其它组塔设备,使用直升机组塔具有以下优点:Self-supporting iron towers are generally assembled using the method of decomposing and assembling towers, and can also be assembled as a whole if conditions permit. The tower assembly method is to split the tower into a single root, single piece or single section, and use lifting equipment to carry out separate hoisting, aerial docking, and sequential assembly of an iron tower construction method. Compared with the commonly used construction poles, mobile cranes, tower cranes and other special tower cranes for tower assembly, helicopter tower assembly is a novel and unique construction method for iron tower assembly. Compared with other tower equipment, the use of helicopter towers has the following advantages:
(1)由于塔段在地面组装,减少了高空作业量,安全性好;(1) Since the tower section is assembled on the ground, the amount of high-altitude operations is reduced and the safety is good;
(2)勿需将组塔设备和塔材等运输至铁塔就位现场,减轻了施工人员的劳动强度,同时减少了运输通道开辟和植被砍伐,保护了生态环境,特别适合于崇山峻岭等施工环境恶劣的场所;(2) There is no need to transport the tower assembly equipment and tower materials to the site where the iron tower is in place, which reduces the labor intensity of the construction personnel, and at the same time reduces the opening of transportation channels and vegetation felling, and protects the ecological environment. It is especially suitable for construction environments such as mountains and mountains bad place;
(3)组塔效率高。(3) The tower grouping efficiency is high.
使用直升机组塔对铁塔的分段重量、接头形式、接头位置等都有较高要求,而最大的难点在于如何保证塔段在空中的准确、自动对接,尽可能避免人工干预,确保施工安全、高效,因此塔段对接用导轨至关重要。The use of helicopter towers has high requirements for the segment weight, joint form, and joint position of the tower, and the biggest difficulty lies in how to ensure the accurate and automatic docking of the tower segments in the air, avoid manual intervention as much as possible, and ensure construction safety. Efficient, so the guide rails for tower section docking are very important.
由于某些自立式铁塔的横担较重,如整体吊装将超出直升机的吊运能力,为此需要将横担端部拆分出来单独吊装。当使用直升机组立自立式铁塔横担端部时,一般施工过程如下:Since some self-supporting iron towers have heavy cross arms, if the overall hoisting will exceed the lifting capacity of the helicopter, it is necessary to separate the end of the cross arm for separate hoisting. When using a helicopter to assemble the end of the cross arm of the self-supporting iron tower, the general construction process is as follows:
(1)在被吊横担端部32和已就位横担31的连接位置处安装导轨系统2;(1) Install the
(2)使用悬挂装置33将横担端部32悬挂在直升机机腹下方,然后将其吊运至已就位横担31的前上方并悬停;(2) use the
(3)直升机驾驶员逐渐降低悬停高度,使横担端部32借助导轨系统2的导向作用缓慢下降,进入安装位置就位,此时导轨系统2为横担端部32提供临时支撑;(3) The helicopter pilot gradually lowers the hovering height, so that the
(4)直升机松开与横担端部的连接后飞离,施工人员登塔,使用螺栓和连接板将横担端部32和已就位横担31连接,最后拆除导轨系统2,从而完成横担端部的直升机吊装施工。(4) The helicopter flies away after loosening the connection with the end of the cross arm, and the construction personnel climb the tower, use bolts and connecting plates to connect the end of the
发明内容Contents of the invention
本发明的目的是提供一种结构简单、安全可靠的导轨系统,满足输电线路铁塔中横担端部的直升机组立施工。The purpose of the present invention is to provide a simple structure, safe and reliable guide rail system, which can meet the requirements of the helicopter assembly construction at the end of the cross arm in the iron tower of the power transmission line.
为实现上述目的,本发明采取以下技术方案:To achieve the above object, the present invention takes the following technical solutions:
一种用于直升机组立输电线路铁塔中横担两侧端部的导轨系统,其特征在于:该导轨系统包括限位装置、挂钩装置、顶推装置和止挡装置,所述限位装置安装在已就位横担的上主材上,所述顶推装置安装在已就位横担的下主材上,所述挂钩装置安装在被吊横担的上主材上,所述止挡装置安装在被吊横担的下主材上。A guide rail system for the ends of cross arms on both sides of a transmission line iron tower erected by a helicopter, characterized in that the guide rail system includes a limit device, a hook device, a push device and a stopper device, and the limit device is installed On the upper main material of the cross-arm that is in place, the pushing device is installed on the lower main material of the cross-arm in place, the hook device is installed on the upper main material of the suspended cross-arm, and the stop The device is installed on the lower main material of the suspended cross arm.
其中,所述限位装置包括限位板、横杆、底板I和与已就位横担的上主材相连的连接板I,所述底板I的上面焊接有限位板、其下面焊接有连接板I,所述横杆水平焊接于限位板上。Wherein, the limiting device includes a limiting plate, a cross bar, a bottom plate I and a connecting plate I connected to the upper main material of the cross arm in place, the limiting plate is welded on the bottom plate I, and a connecting plate is welded below it. Plate 1, the horizontal bar is welded on the limit plate.
其中,所述限位板共有两件,两件限位板相对布置且二者之间留有间距,所述两件限位板的上部呈斜坡状且二者之间构成一个由上至下逐渐缩窄的限位槽。Wherein, there are two limiting plates, and the two limiting plates are arranged opposite to each other with a space between them. Gradually narrowing limit slot.
其中,所述限位板与底板I之间以及底板I和连接板I之间焊接有加筋板I,所述横杆穿过加筋板I且与加筋板I垂直设置。Wherein, a stiffened plate I is welded between the limiting plate and the bottom plate I and between the bottom plate I and the connecting plate I, and the cross bar passes through the stiffened plate I and is perpendicular to the stiffened plate I.
其中,所述挂钩装置包括挂钩杆、支撑板I、底板II和与被吊横担的上主材相连的连接板II,所述支撑板I连接在挂钩杆的一侧,所述底板II分别与支撑板I和连接板II相连。Wherein, the hook device includes a hook bar, a support plate I, a bottom plate II and a connecting plate II connected to the upper main material of the suspended cross arm, the support plate I is connected to one side of the hook bar, and the bottom plate II is respectively Connected to support plate I and connecting plate II.
其中,所述挂钩杆的中后部为直杆,前部为弓形挂钩,该弓形挂钩上以及支撑板I与底板II之间均焊接有加筋板II。Wherein, the middle and rear part of the hook rod is a straight rod, and the front part is a bow-shaped hook, and a stiffened plate II is welded on the bow-shaped hook and between the support plate I and the bottom plate II.
其中,所述顶推装置包括顶杆、支撑板II、底板III和与已就位横担的下主材相连的连接板III,所述顶杆通过支撑板II与底板III相连,底板III上焊接有连接板III。Wherein, the pushing device includes a push rod, a support plate II, a bottom plate III and a connecting plate III connected with the lower main material of the cross arm in place, the push rod is connected with the bottom plate III through the support plate II, and on the bottom plate III Welded with connecting plate III.
其中,所述顶杆为直杆,所述底板III和连接板III通过支撑板II安装在顶杆的一侧,所述支撑板II和底板III之间焊接有加筋板III。Wherein, the ejector rod is a straight rod, the bottom plate III and the connecting plate III are installed on one side of the ejector rod through the support plate II, and a stiffened plate III is welded between the support plate II and the bottom plate III.
其中,所述止挡装置包括挡板、支撑板III、底板IV和与被吊横担的下主材相连的连接板IV,所述挡板与连接板IV通过支撑板III和底板IV相连。Wherein, the stop device includes a baffle, a support plate III, a bottom plate IV and a connection plate IV connected to the lower main material of the suspended cross arm, and the baffle and the connection plate IV are connected through the support plate III and the bottom plate IV.
其中,所述挡板为平板,所述挡板与底板IV之间焊接有加筋板IV。Wherein, the baffle is a flat plate, and a stiffened plate IV is welded between the baffle and the bottom plate IV.
本发明的用于直升机组立输电线路铁塔中横担端部的导轨系统具有如下有益效果:The guide rail system used for the end of the cross arm in the iron tower of the transmission line erected by the helicopter of the present invention has the following beneficial effects:
(1)该型导轨系统各部件的结构形式简单、加工制造方便。(1) The structural form of each component of this type of guide rail system is simple, and the processing and manufacturing are convenient.
(2)系统中各部件与铁塔均使用螺栓联接,安装、拆除方便。(2) Each component in the system is connected with the iron tower by bolts, which is convenient for installation and removal.
(3)该型导轨系统可用于各型铁塔中横担端部的直升机组立施工,适用范围广。(3) This type of guide rail system can be used for the construction of helicopter assembly at the end of the cross arm in various types of iron towers, and has a wide range of applications.
使用本发明的导轨系统,可保证直升机组立输电线路铁塔中横担端部的安全、准确、自动、可靠,具有很好的经济效益和社会效益。Using the guide rail system of the present invention can ensure the safety, accuracy, automaticity and reliability of the end of the crossarm in the iron tower of the transmission line erected by the helicopter, and has good economic and social benefits.
附图说明Description of drawings
为了使本发明的内容被更清楚的理解,并便于具体实施方式的描述,下面给出与本发明相关的附图,说明如下:In order to make the content of the present invention more clearly understood, and to facilitate the description of specific embodiments, the accompanying drawings related to the present invention are provided below, and are described as follows:
图1为某种自立式铁塔的结构线框图,图中11-塔腿,12-塔身,13-塔头,14-横担;Figure 1 is a structural wireframe diagram of a self-supporting iron tower, in which 11-tower legs, 12-tower body, 13-tower head, 14-cross arm;
图2为横担端部的直升机吊装示意图,图中2-导轨系统,31-已就位横担,32-被吊横担,33-悬挂装置;Fig. 2 is the helicopter hoisting schematic diagram of cross arm end, among the figure 2-rail system, 31-cross arm in place, 32-hanging cross arm, 33-suspension device;
图3为本发明的导轨系统的组成及安装关系示意图,图中21-限位装置,22-挂钩装置,23-顶推装置,24-止档装置,31-已就位横担,32-被吊横担,34-已就位横担的上主材,35-已就位横担的下主材,36-被吊横担的上主材,37-被吊横担的下主材;Figure 3 is a schematic diagram of the composition and installation relationship of the guide rail system of the present invention, in the figure 21-limiting device, 22-hook device, 23-jacking device, 24-stop device, 31-cross arm in place, 32- The suspended cross-arm, 34-the upper main material of the cross-arm in place, 35-the lower main material of the suspended cross-arm, 36-the upper main material of the suspended cross-arm, 37-the lower main material of the suspended cross-arm ;
图4为本发明的导轨系统中限位装置的结构示意图,其中图4a为上斜侧视图、图4b为下斜侧视图,图中41-限位板,42-横杆,43-底板I,44-连接板I,45-加筋板I;Fig. 4 is the schematic structural view of the limiting device in the guide rail system of the present invention, wherein Fig. 4a is an oblique side view, and Fig. 4b is an oblique side view, among which 41-limiting plate, 42-cross bar, 43-base plate 1 , 44-connecting plate I, 45-stiffened plate I;
图5为本发明的导轨系统中挂钩装置的结构示意图,图中51-挂钩杆,52-支撑板I,53-底板II,54-连接板II,55-加筋板II;Fig. 5 is the schematic structural view of the hook device in the guide rail system of the present invention, in which 51-hook bar, 52-support plate I, 53-bottom plate II, 54-connecting plate II, 55-stiffened plate II;
图6为本发明的导轨系统中顶推装置的结构示意图,图中61-顶杆,62-支撑板II,63-底板III,64-连接板III,65-加筋板III;Fig. 6 is a schematic structural view of the pushing device in the rail system of the present invention, in which 61-ejector, 62-support plate II, 63-bottom plate III, 64-connecting plate III, 65-stiffened plate III;
图7为本发明的导轨系统中止挡装置的结构示意图,图中71-挡板,72-支撑板III,73-底板IV,74-连接板IV,75-加筋板IV。7 is a schematic structural view of the stop device in the guide rail system of the present invention, in which 71-baffle plate, 72-support plate III, 73-bottom plate IV, 74-connecting plate IV, 75-stiffened plate IV.
具体实施方式Detailed ways
下面结合附图对本发明的用于直升机组立输电线路铁塔中横担端部的导轨系统做进一步详细的说明。The guide rail system used for the end of the crossarm in the iron tower of the transmission line erected by the helicopter of the present invention will be further described in detail below in conjunction with the accompanying drawings.
如图3所示,本发明所述的导轨系统包括限位装置21、挂钩装置22、顶推装置23和止挡装置24四部分,限位装置21和顶推装置23分别安装在已就位横担31的上主材34和下主材35上,挂钩装置22和止挡装置24分别安装在被吊横担32的上主材36和下主材37上,各部件可采用角钢或钢板焊接而成,结构形式简单、加工制造方便;各构件与铁塔横担间使用螺栓联接,安装、拆除方便。As shown in Figure 3, the guide rail system of the present invention includes four parts: a
如图4a和4b所示,限位装置21包括限位板41、横杆42、底板I 43、连接板I 44和加筋板I 45,底板I43的上面焊接有限位板41、其下面焊接有连接板I44,横杆42水平焊接于限位板41上。限位板41共有两件,两件限位板相对布置且二者之间留有间距,两件限位板41的上部呈斜坡状且二者之间构成一个由上至下逐渐缩窄的限位槽,从而可为挂钩装置22的挂钩杆51的就位提供导向作用。为了加强限位装置21的抗撞击能力,在局部位置焊接有补强加筋板:即在两件限位板41与底板I43之间焊接有两个加筋板I 45,横杆42穿过两个加筋板I且与加筋板I垂直设置;在底板I43和连接板I44之间也焊接有若干个加筋板I45。连接板I 44上开设有螺栓孔,使用螺栓将连接板I连接在已就位横担的上主材34上。As shown in Figures 4a and 4b, the
如图5所示,挂钩装置22包括挂钩杆51、支撑板I 52、底板II 53、连接板II 54和加筋板II 55,支撑板I52连接在挂钩杆51的一侧,支撑板I的底部焊接有底板II53,底板上焊接有连接板II54,连接板II上设有螺栓孔,使用螺栓将连接板II连接在被吊横担的上主材36上。挂钩杆51的中后部为直杆,前部为弓形挂钩,为了加强挂钩装置22的抗撞击能力,在该弓形挂钩上焊接有加筋板II55,在支撑板I52与底板II53之间也焊接有若干加筋板II55。As shown in Figure 5,
如图6所示,顶推装置23包括顶杆61、支撑板II62、底板III63、连接板III64和加筋板III65。顶杆61为直杆,在顶杆的一侧焊接有支撑板II62,支撑板II上端连接有底板III63,底板III63上焊接有连接板III64。连接板III64上开设有螺栓孔,使用螺栓将连接板III64连接在已就位横担的下主材35上。为了加强顶推装置23的抗撞击能力,在支撑板II62和底板III63之间焊接有若干加筋板III65。As shown in FIG. 6 , the pushing
如图7所示,止挡装置24包括挡板71、支撑板III72、底板IV73、连接板IV74和加筋板IV75。挡板71和底板IV73均为矩形平板,支撑板III72分别与挡板71和底板IV73相连,底板IV上焊接有连接板IV74,连接板IV74上开设有螺栓孔,使用螺栓将连接板IV74连接在被吊横担的下主材37上。为了加强止挡装置24的抗撞击能力,在挡板71与底板IV73之间焊接有加筋板IV75。As shown in FIG. 7 , the
在使用时,限位装置21安装在已就位横担31的上主材34上;挂钩装置22安装在被吊横担32的上主材36上;顶推装置23安装在已就位横担31的下主材35上;止挡装置24安装在被吊横担32的下主材37上。就位时,挂钩装置22的挂钩杆51钩住限位装置21的横杆42,从而可拉住被吊横担32;而顶推装置23的顶杆61顶紧止挡装置24的挡板71,从而可阻止被吊横担32绕限位装置21的横杆42的旋转。通过上部的牵拉和下部的止挡,即可将被吊横担32准确定位于安装位置。When in use, the
此处已经根据特定的示例性实施例对本发明进行了描述。对本领域的技术人员来说在不脱离本发明的范围下进行适当的替换或修改将是显而易见的。示例性的实施例仅仅是例证性的,而不是对本发明的范围的限制,本发明的范围由所附的权利要求定义。The invention has been described herein in terms of specific exemplary embodiments. Appropriate substitutions or modifications will be apparent to those skilled in the art without departing from the scope of the present invention. The exemplary embodiments are illustrative only, and not limiting of the scope of the invention, which is defined by the appended claims.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011100087124A CN102108801A (en) | 2011-01-17 | 2011-01-17 | Guide rail system for use on end part of cross arms of helicopter-assembled power transmission line iron tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011100087124A CN102108801A (en) | 2011-01-17 | 2011-01-17 | Guide rail system for use on end part of cross arms of helicopter-assembled power transmission line iron tower |
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| CN102108801A true CN102108801A (en) | 2011-06-29 |
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| CN2011100087124A Pending CN102108801A (en) | 2011-01-17 | 2011-01-17 | Guide rail system for use on end part of cross arms of helicopter-assembled power transmission line iron tower |
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| WO2012083831A1 (en) * | 2010-12-21 | 2012-06-28 | 国家电网公司直流建设分公司 | Guiding rail suite for assembling power transmission line iron tower via helicopter |
| CN103321472A (en) * | 2013-06-24 | 2013-09-25 | 国家电网公司 | Training frame for training helicopter tower assembling personnel |
| CN105464456A (en) * | 2015-12-30 | 2016-04-06 | 国家电网公司 | Method and lifting sling for assembling extra-high voltage transmission iron tower through helicopter |
| CN113668936A (en) * | 2021-08-25 | 2021-11-19 | 国网四川电力送变电建设有限公司 | An auxiliary component for erecting and hoisting an iron tower |
| FR3154745A1 (en) * | 2023-10-31 | 2025-05-02 | Poma | PYLON HEAD AND METHOD FOR ASSEMBLING A PYLON HEAD |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012083831A1 (en) * | 2010-12-21 | 2012-06-28 | 国家电网公司直流建设分公司 | Guiding rail suite for assembling power transmission line iron tower via helicopter |
| CN103321472A (en) * | 2013-06-24 | 2013-09-25 | 国家电网公司 | Training frame for training helicopter tower assembling personnel |
| CN103321472B (en) * | 2013-06-24 | 2016-03-02 | 国家电网公司 | A kind of for training the training stand of going straight up to set tower personnel |
| CN105464456A (en) * | 2015-12-30 | 2016-04-06 | 国家电网公司 | Method and lifting sling for assembling extra-high voltage transmission iron tower through helicopter |
| CN113668936A (en) * | 2021-08-25 | 2021-11-19 | 国网四川电力送变电建设有限公司 | An auxiliary component for erecting and hoisting an iron tower |
| FR3154745A1 (en) * | 2023-10-31 | 2025-05-02 | Poma | PYLON HEAD AND METHOD FOR ASSEMBLING A PYLON HEAD |
| EP4549280A1 (en) * | 2023-10-31 | 2025-05-07 | Poma | Tower head and method for mounting a tower head |
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