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 PDF

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CN102108801A
CN102108801A CN2011100087124A CN201110008712A CN102108801A CN 102108801 A CN102108801 A CN 102108801A CN 2011100087124 A CN2011100087124 A CN 2011100087124A CN 201110008712 A CN201110008712 A CN 201110008712A CN 102108801 A CN102108801 A CN 102108801A
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plate
cross
arm
base plate
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黄克信
缪谦
朱艳君
夏拥军
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China Electric Power Research Institute Co Ltd CEPRI
State Grid Corp of China SGCC
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China Electric Power Research Institute Co Ltd CEPRI
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Abstract

The invention provides a guide rail system for use on the end part of cross arms of a helicopter-assembled power transmission line iron tower, which comprises a limiting device 21, a hook device 22, an ejecting device 23, and a stopping device 24. The limiting device 21 and the ejecting device 23 are mounted on the upper and lower main sections of a cross arm 31 which is arranged in place respectively; and the hook device 22 and the stopping device 24 are arranged on the upper and lower main sections of a hoisted cross arm 32. When the cross arm is position in place, a hook rod 51 on the hook device 22 hooks a cross rod 42 on the limiting device 21, and an ejecting rod 61 on an ejecting device 23 tightly ejects the baffle plate 71 on the stopping device 24. Through the traction on the upper part, and the stopping on the lower part, the hoisted cross arm can be accurately positioned at a mounting position. The guide rail system is simple in structure, can be quickly arranged and simply and conveniently manufactured and be used in helicopter hoisting of the end parts of the cross arms of standing iron towers, and has high generality and wide application range.

Description

一种用于直升机组立输电线路铁塔横担端部的导轨系统A guide rail system for the end of the cross-arm of the iron tower of the transmission line erected by the helicopter

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 tower head 13, of which the horizontal part of tower head 13 is called It is a cross-arm 14, which is generally a variable-section square truss structure.

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 rail system 2 at the connection position between the suspended cross-arm end 32 and the cross-arm 31 in place;

(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 suspension device 33 to suspend the cross arm end 32 below the belly of the helicopter, then hoist it to the front top of the cross arm 31 in place and hover;

(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 cross-arm end 32 slowly descends by the guidance of the guide rail system 2, and enters the installation position in place. At this time, the guide rail system 2 provides temporary support for the cross-arm end 32;

(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 cross arm 32 and the cross arm 31 in place, and finally remove the guide rail system 2 to complete Helicopter hoisting construction at the end of the cross arm.

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 limit device 21, a hook device 22, a push device 23 and a stopper device 24. The limit device 21 and the push device 23 are respectively installed on the On the upper main material 34 and the lower main material 35 of the cross arm 31, the hook device 22 and the stopper device 24 are respectively installed on the upper main material 36 and the lower main material 37 of the suspended cross arm 32, and each part can be made of angle steel or steel plate It is welded, with simple structure and convenient processing and manufacturing; bolts are used to connect each component and the cross arm of the iron tower, which is convenient for installation and removal.

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 limiting device 21 includes a limiting plate 41, a cross bar 42, a base plate 143, a connecting plate 144 and a stiffened plate 145, and the limiting plate 41 is welded on the bottom plate 143 and welded below it. Connecting plate I44 is arranged, and cross bar 42 is welded on the limiting plate 41 horizontally. There are two limiting plates 41. The two limiting plates are relatively arranged with a distance between them. The upper parts of the two limiting plates 41 are slope-shaped and form a gradually narrowed space between them from top to bottom. The limiting groove can provide a guiding function for the positioning of the hook rod 51 of the hook device 22 . In order to strengthen the anti-collision capability of the limiting device 21, a reinforcing stiffened plate is welded at a local position: namely, two stiffened plates 145 are welded between the two limiting plates 41 and the base plate 143, and the cross bar 42 passes through the two A stiffened plate 1 is vertically arranged with the stiffened plate 1; several stiffened plates 145 are also welded between the base plate 143 and the connecting plate 144. Offer bolt holes on the connecting plate 1 44, use bolts to connect the connecting plate 1 on the upper main material 34 of the cross arm in place.

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, hook device 22 comprises hook bar 51, support plate I 52, base plate II 53, connecting plate II 54 and stiffened plate II 55, and support plate I52 is connected on one side of hook bar 51, and support plate I The bottom is welded with a base plate II53, and the base plate is welded with a connecting plate II54. The connecting plate II is provided with bolt holes, and the connecting plate II is connected to the upper main material 36 of the suspended cross arm by bolts. The middle and rear part of the hook rod 51 is a straight rod, and the front part is a bow-shaped hook. In order to strengthen the impact resistance of the hook device 22, a stiffened plate II55 is welded on the bow-shaped hook, and it is also welded between the support plate I52 and the bottom plate II53. There are several stiffened panels II55.

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 device 23 includes a push rod 61 , a support plate II62 , a bottom plate III63 , a connecting plate III64 and a stiffened plate III65 . The push rod 61 is a straight rod, and one side of the push rod is welded with a supporting plate II62, the upper end of the supporting plate II is connected with a base plate III63, and the connecting plate III64 is welded on the base plate III63. Bolt holes are provided on the connecting plate III64, and the connecting plate III64 is connected to the lower main material 35 of the cross arm in place by using bolts. In order to strengthen the anti-collision capability of the pushing device 23, several stiffened plates III65 are welded between the supporting plate II62 and the bottom plate III63.

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 stop device 24 includes a baffle plate 71 , a support plate III72 , a bottom plate IV73 , a connecting plate IV74 and a stiffened plate IV75 . The baffle plate 71 and the bottom plate IV73 are both rectangular flat plates, the supporting plate III72 is connected with the baffle plate 71 and the bottom plate IV73 respectively, the connecting plate IV74 is welded on the bottom plate IV, and a bolt hole is opened on the connecting plate IV74, and the connecting plate IV74 is connected to the On the lower main material 37 of being hung cross-arm. In order to strengthen the impact resistance of the stopper 24 , a stiffened plate IV75 is welded between the baffle plate 71 and the bottom plate IV73 .

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 limit device 21 is installed on the upper main material 34 of the cross arm 31 in place; the hook device 22 is installed on the upper main material 36 of the suspended cross arm 32; On the lower main material 35 of the bearer 31; the stop device 24 is installed on the lower main material 37 of the suspended cross arm 32. When in place, the hook rod 51 of the hook device 22 hooks the cross bar 42 of the limit device 21, so that the suspended cross arm 32 can be pulled; 71, so that the suspended cross arm 32 can be prevented from rotating around the cross bar 42 of the limiting device 21. Through the pulling of the upper part and the stopper of the lower part, the suspended cross arm 32 can be accurately positioned at the installation position.

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)

1. one kind is used for going straight up to the guide track system that unit founds iron tower of power transmission line cross-arm both side ends, it is characterized in that: this guide track system comprises stopping means (21), hooking device (22), thrustor (23) and stop device (24), described stopping means (21) is installed on the last main material (34) of cross-arm in place (31), described thrustor (23) is installed on the following main material (35) of cross-arm in place (31), described hooking device (22) is installed on the last main material (36) that is hung cross-arm (32), and described stop device (24) is installed on the following main material (37) that is hung cross-arm (32).
2. guide track system according to claim 1, it is characterized in that: described stopping means (21) comprises limiting plate (41), cross bar (42), base plate I (43) and the junction plate I (44) that links to each other with the last main material (34) of cross-arm in place, be welded with limiting plate (41) above the described base plate I (43), be welded with junction plate I (44) below it, described cross bar (42) horizontal welding is connected on the limiting plate (41).
3. guide track system according to claim 2, it is characterized in that: described limiting plate (41) has two, leave spacing between two limiting plate positioned opposite and the two, the top of described two limiting plates (41) is ramped shaped and constitutes a stopper slot of constriction gradually from top to bottom between the two.
4. according to claim 2 or 3 described guide track systems, it is characterized in that: be welded with stiffened panel I (45) between described limiting plate (41) and the base plate I (43) and between base plate I (43) and the junction plate I (44), described cross bar (42) pass stiffened panel I (45) and with the vertical setting of stiffened panel I (45).
5. guide track system according to claim 1, it is characterized in that: described hooking device (22) comprises hook bar (51), gripper shoe I (52), base plate II (53) and the junction plate II (54) that links to each other with the last main material (36) that is hung cross-arm, described gripper shoe I (52) is connected a side of hook bar (51), and described base plate II (53) links to each other with junction plate II (54) with gripper shoe I (52) respectively.
6. guide track system according to claim 5 is characterized in that: the postmedian of described hook bar (51) is a straight-bar, and the front portion is arc hook, all is welded with stiffened panel II (55) on this arc hook and between gripper shoe I (52) and the base plate II (53).
7. guide track system according to claim 1, it is characterized in that: described thrustor (23) comprises push rod (61), gripper shoe II (62), base plate III (63) and the junction plate III (64) that links to each other with the following main material (35) of cross-arm in place, described push rod (61) links to each other with base plate III (63) by gripper shoe II (62), is welded with junction plate III (64) on the base plate III (63).
8. guide track system according to claim 7, it is characterized in that: described push rod (61) is a straight-bar, described base plate III (63) and junction plate III (64) are welded with stiffened panel III (65) by the side that gripper shoe II (62) is installed in push rod (61) between described gripper shoe II (62) and the base plate III (63).
9. guide track system according to claim 1, it is characterized in that: described stop device (24) comprises that baffle plate (71), gripper shoe III (72), base plate IV (73) and the junction plate IV (74) that links to each other with the following main material (37) that is hung cross-arm, described baffle plate (71) link to each other with base plate IV (73) by gripper shoe III (72) with junction plate IV (74).
10. guide track system according to claim 9 is characterized in that: described baffle plate (71) is welded with stiffened panel IV (75) for dull and stereotyped between described baffle plate (71) and the base plate IV (73).
CN2011100087124A 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 Pending CN102108801A (en)

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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
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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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