CN201753536U - Transmission line iron tower with trilateral structure tower body section - Google Patents

Transmission line iron tower with trilateral structure tower body section Download PDF

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Publication number
CN201753536U
CN201753536U CN201020192819XU CN201020192819U CN201753536U CN 201753536 U CN201753536 U CN 201753536U CN 201020192819X U CN201020192819X U CN 201020192819XU CN 201020192819 U CN201020192819 U CN 201020192819U CN 201753536 U CN201753536 U CN 201753536U
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tower
arm
cross
tower body
transmission line
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CN201020192819XU
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Chinese (zh)
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邢月龙
沈建国
但汉波
王平
郭勇
李君斌
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State Grid Zhejiang Electric Power Co Ltd
Zhejiang Electric Power Design Institute
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Zhejiang Electric Power Design Institute
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Abstract

一种三边形结构塔身断面输电线路铁塔,它包括有:塔腿、塔身、塔头和绝缘子串,所述塔头主要由导线横担、地线支架以及与塔身相接在一起的上塔身组成;所述塔头通过所述的上塔身固定连接在塔身的上部,导线横担垂直布置在上塔身的一侧,并分别与上塔身固定连接;所述的导线横担包括有上横担和下横担,所述上横担和下横担上通过绝缘子串连有两极导线,且每个绝缘子串的挂点均位于铁塔构件的节点处;所述的导线横担根据周边环境要求,在塔身的两侧非对称布置;本实用新型的有益效果是:首先,塔身断面采用三边形结构,减小了占地面积,塔位选择也更灵活;其次,根据受力的不对称性合理布置塔身主材,充分利用三根主材的强度,降低塔材耗量。

A transmission line tower with a triangular structure tower body section, which includes: tower legs, tower body, tower head and insulator strings, the tower head is mainly composed of wire cross arms, ground wire supports and connected with the tower body The upper tower body is composed of; the tower head is fixedly connected to the upper part of the tower body through the upper tower body, and the wire cross-arm is vertically arranged on one side of the upper tower body, and is fixedly connected with the upper tower body respectively; The conductor cross-arm includes an upper cross-arm and a lower cross-arm, and two-pole wires are connected in series through insulators on the upper cross-arm and the lower cross-arm, and the hanging points of each insulator string are located at the nodes of the iron tower components; According to the requirements of the surrounding environment, the conductor cross-arms are arranged asymmetrically on both sides of the tower body; the beneficial effects of the utility model are: firstly, the tower body section adopts a triangular structure, which reduces the occupied area and the tower position selection is more flexible ;Secondly, according to the asymmetry of the force, the main materials of the tower body are reasonably arranged, and the strength of the three main materials is fully utilized to reduce the consumption of tower materials.

Description

三边形结构塔身断面输电线路铁塔 Transmission line iron tower with triangular structure tower body section

技术领域technical field

本实用新型涉及的是一种架空输电线路铁塔,更具体的说,是涉及一种塔身断面采用三边形结构形式设计的输电线路铁塔。 The utility model relates to an iron tower of an overhead transmission line, more specifically, relates to an iron tower of a transmission line whose body section adopts a triangular structure design. the

背景技术Background technique

目前我国电力事业的发展突飞猛进,各种电压等级的输电线路均得到了快速发展。为最大限度地减小输电线路建设对社会资源的消耗,紧凑(缩)型、“F”型等环保型输电线路铁塔得到了越来越多的应用。这类铁塔有一个共同的特点-导线不再简单的对称布置在塔身的两侧,而是根据周边环境的要求合理布置。 At present, the development of my country's electric power industry is advancing by leaps and bounds, and transmission lines of various voltage levels have been developed rapidly. In order to minimize the consumption of social resources in the construction of transmission lines, more and more environmentally friendly transmission line towers such as compact (shrunk) type and "F" type have been used. This type of iron tower has a common feature - the wires are no longer simply symmetrically arranged on both sides of the tower body, but reasonably arranged according to the requirements of the surrounding environment. the

为与周边环境相协调,往往需要采用导线非对称布置的形式,而导线的非对称布置直接导致结构受力的不对称。以“F”型塔为例,两极导线均布置在塔身的同一侧,无横担侧主材的受力明显要小于横担侧主材。常规输电线路铁塔的塔身断面采用对称的四边形结构,同时为加工和安装方便,塔身主材一般均采用同样规格,即主材统材。四边形结构应用于“F”形铁塔时,塔身主材规格由横担侧主材的最大内力控制,而无横担侧两根主材的强度得不到充分发挥,造成浪费。 In order to coordinate with the surrounding environment, it is often necessary to adopt the form of asymmetric arrangement of wires, and the asymmetric arrangement of wires directly leads to asymmetrical stress on the structure. Taking the "F" type tower as an example, the two-pole conductors are arranged on the same side of the tower body, and the stress of the main material on the side without cross-arm is obviously smaller than that on the main material on the side of cross-arm. The tower body section of the conventional transmission line tower adopts a symmetrical quadrilateral structure. At the same time, for the convenience of processing and installation, the main materials of the tower body generally adopt the same specification, that is, the main material is unified. When the quadrilateral structure is applied to the "F" shaped iron tower, the specification of the main material of the tower body is controlled by the maximum internal force of the main material on the cross-arm side, while the strength of the two main materials on the non-cross-arm side cannot be fully utilized, resulting in waste. the

对导线不对称布置铁塔的塔身断面采用三边形结构,即受力大侧采用两根主材、受力小侧采用单根主材,通过调整三边形结构在受力较大侧的宽度,根据实际受力情况布置塔身主材,充分利用三根主材的强度,结构形式更为合理,可有效减少塔重和基础材料耗量,提高输电线路铁塔的经济性。 For the asymmetric layout of the wire tower, the tower body section adopts a triangular structure, that is, two main materials are used on the side with a large force, and a single main material is used at the side with a small force. By adjusting the triangle structure on the side with a larger force Width, the main materials of the tower body are arranged according to the actual stress situation, and the strength of the three main materials is fully utilized. The structural form is more reasonable, which can effectively reduce the tower weight and basic material consumption, and improve the economy of the transmission line tower. the

发明内容Contents of the invention

本实用新型的目的在于克服现有技术中的不足,提供一种结构简单、紧凑,经济合理的三边形结构塔身断面输电线路铁塔。 The purpose of the utility model is to overcome the deficiencies in the prior art, and provide a simple, compact, economical and reasonable triangular structure tower section transmission line iron tower. the

为了解决以上问题,本实用新型是通过如下技术方案实现的:它包括有:塔腿、塔身、塔头和绝缘子串,所述塔头主要由导线横担、地线支架以及与塔身相接在一起的上塔身组成;所述塔头通过所述的上塔身固定连接在塔身的上部,导线横担垂直布置在上塔身的同一侧,并分别与上塔身固定连接。 In order to solve the above problems, the utility model is realized through the following technical scheme: it includes: tower legs, tower body, tower head and insulator string, the tower head is mainly composed of wire cross arm, ground wire support and tower body The upper tower body is connected together; the tower head is fixedly connected to the upper part of the tower body through the upper tower body, and the wire cross-arm is vertically arranged on the same side of the upper tower body, and is fixedly connected with the upper tower body respectively. the

所述的导线横担包括有上横担和下横担,所述上横担和下横担上通过绝缘子串连有两极导线,且每个绝缘子串的挂点均位于铁塔构件的节点处;所述的导线横担根据周边环境要求,在塔身的两侧非对称布置。 The wire cross-arm includes an upper cross-arm and a lower cross-arm, and two-pole wires are connected in series through insulators on the upper cross-arm and the lower cross-arm, and the hanging points of each insulator string are located at the nodes of the iron tower components; The conductor cross-arms are arranged asymmetrically on both sides of the tower according to the requirements of the surrounding environment. the

所述的两极导线垂直排列,上下导线之间保证垂直间距和一定的水平偏移。 The two-pole wires are arranged vertically, and the vertical spacing and certain horizontal offset are guaranteed between the upper and lower wires. the

作为一种改进,塔身断面采用三边形结构形式,受力大侧布置两根塔身主材,受力小侧布置单根主材。通过优化调整三边形结构在受力大侧的宽度,使受力小侧主材最大内力与受力大侧主材最大内力基本相当,三根主材的强度均得到充分发挥,结构型式合理。 As an improvement, the cross-section of the tower body adopts a triangular structure, two main tower materials are arranged on the side with large force, and a single main material is arranged on the side with small force. By optimizing and adjusting the width of the triangular structure on the large side of the force, the maximum internal force of the main material on the small side of the force is basically equivalent to the maximum internal force of the main material on the large side of the force. The strength of the three main materials is fully exerted, and the structure is reasonable. the

与现有技术相比,本实用新型的有益效果是:首先,塔身断面采用三边形结构,减小了占地面积,塔位选择也更灵活;其次,根据受力的不对称性合理布置塔身主材,充分利用三根主材的强度,降低塔材耗量。以“F”型铁塔为例,采用三边形钢管结构比四边形角钢结构可节省塔重30%左右,可节省塔腿基础混凝土量10%左右,节省钢筋量20%~30%。 Compared with the prior art, the beneficial effects of the utility model are as follows: firstly, the section of the tower body adopts a triangular structure, which reduces the occupied area, and the selection of the tower position is more flexible; secondly, according to the asymmetry of the force, it is reasonable Arrange the main materials of the tower body, make full use of the strength of the three main materials, and reduce the consumption of tower materials. Taking the "F" type iron tower as an example, the use of a triangular steel pipe structure can save about 30% of the tower weight, about 10% of the foundation concrete of the tower leg, and 20% to 30% of the steel reinforcement compared with the quadrilateral angle steel structure. the

附图说明Description of drawings

图1是本实用新型的结构示意图。 Fig. 1 is the structural representation of the utility model. the

图2是本实用新型的三边形结构形式塔身断面结构示意图。 Fig. 2 is a schematic diagram of a cross-sectional structure of a triangular structure tower body of the present invention. the

具体实施方式Detailed ways

下面将结合附图对本实用新型作详细的介绍:图1所示,本实用新型包括有:上横担1、地线支架2、上塔身3、塔腿4、塔身5、下横担6、塔头7、绝缘子串8。 The utility model will be described in detail below in conjunction with the accompanying drawings: As shown in Figure 1, the utility model includes: upper cross arm 1, ground wire support 2, upper tower body 3, tower leg 4, tower body 5, lower cross arm 6. Tower head 7. Insulator string 8. the

结合图2所示,所述的塔身断面为三边形结构形式,受力大侧、即横担侧布置有塔身主材,受力小侧、即无横担侧布置单根塔身主材。 As shown in Figure 2, the section of the tower body is a triangular structure, the main tower body is arranged on the side with a large force, that is, the cross-arm side, and a single tower body is arranged on the side with a small force, that is, the side without a cross-arm Main material. the

本实用新型包括有:塔腿4、塔身5、塔头7和导线绝缘子串8,所述塔头7主要由导线横担、地线支架2以及与塔身相接在一起的上塔身3组成;所述导线横担包括有上横担1和下横担6,所述塔头7通过所述的上塔身3固定连接在塔身5的上部,上横担1和下横担6垂直布置在上塔身3的同一侧,并分别与上塔身3的上部和下部固定连接。 The utility model includes: a tower leg 4, a tower body 5, a tower head 7 and a wire insulator string 8. The tower head 7 is mainly composed of a wire cross arm, a ground wire support 2 and an upper tower body connected with the tower body. 3 components; the wire cross arm includes an upper cross arm 1 and a lower cross arm 6, the tower head 7 is fixedly connected to the upper part of the tower body 5 through the upper tower body 3, the upper cross arm 1 and the lower cross arm 6 is vertically arranged on the same side of the upper tower body 3, and is fixedly connected with the upper part and the lower part of the upper tower body 3 respectively. the

所述的上横担1和下横担6上通过绝缘子串8连有两极导线,且每个绝缘子串的挂点均位于铁塔构件的节点处。所述的两极导线垂直排列,上下导线之间保证垂直间距和一定的水平偏移;铁塔组立时,横担侧两个塔腿基础有一定预高,同时确保铁塔螺栓的高紧固率,以防止架线后铁塔向导线侧内倾。 The upper cross-arm 1 and the lower cross-arm 6 are connected with two-pole wires through insulator strings 8, and the hanging points of each insulator string are located at nodes of iron tower components. The two-pole wires are arranged vertically, and the vertical spacing and certain horizontal offset are guaranteed between the upper and lower wires; when the iron tower is erected, the foundation of the two tower legs on the cross-arm side has a certain pre-height, and at the same time, a high fastening rate of the iron tower bolts is ensured to ensure Prevent the iron tower from tilting inward to the wire side after the wire is erected. the

为使塔身结构受力更为合理,充分发挥各塔身主材的力学性能,同时减轻塔重,塔身断面采用三边形结构,受力大侧(横担侧)布置两根主材、受力小侧(无横担侧)布置单根主材。同时调整三边形结构在横担方向的宽度,优化三根塔身主材的受力性能。 In order to make the stress of the tower body structure more reasonable, give full play to the mechanical properties of the main materials of each tower body, and reduce the weight of the tower, the section of the tower body adopts a triangular structure, and two main materials are arranged on the side of the large force (cross-arm side). , A single main material is arranged on the side with small force (side without cross arm). At the same time, the width of the triangular structure in the cross-arm direction is adjusted to optimize the mechanical performance of the main materials of the three towers. the

最后,需要注意的是,以上列举的仅是本实用新型的具体实施例。显然,本实用新型不限于以上实施例,还可以有很多变形。本领域的普通技术人员能从本实用新型公开的内容中直接导出或联想到的所有变形,均应认为是本实用新型的保护范围。 Finally, it should be noted that what is listed above are only specific embodiments of the present invention. Apparently, the utility model is not limited to the above embodiments, and many variations are possible. All deformations that a person skilled in the art can derive or associate directly from the content disclosed in the utility model shall be considered as the protection scope of the utility model. the

Claims (3)

1. triangle structure body of the tower section iron tower of power transmission line, it includes: tower leg, body of the tower, tower head and insulator string, it is characterized in that described tower head (7) mainly by the lead cross-arm, line bracket (2) and form with the last body of the tower (3) that body of the tower is connected together mutually; Described tower head (7) is gone up the top that body of the tower (3) is fixedly connected on body of the tower (5) by described, and the lead cross-arm is arranged vertically in the same side of last body of the tower (3), and fixedlys connected with last body of the tower (3) respectively.
2. triangle structure body of the tower section iron tower of power transmission line according to claim 1, it is characterized in that described lead cross-arm includes cross-arm (1) and following cross-arm (6), described upward cross-arm (1) and following cross-arm (6) are gone up and are connected with two polar conductors by insulator string (8), and the hanging point of each insulator string all is positioned at the node place of iron tower member; Described lead cross-arm is in the both sides of body of the tower asymmetric arrangement.
3. triangle structure body of the tower section iron tower of power transmission line according to claim 2 is characterized in that described two polar conductor vertical arrangements, guarantees vertical interval and certain horizontal-shift between the last lower wire; The body of the tower section adopts triangle form of structure, and stressed big side adopts two main materials, and stressed little side adopts single main material.
CN201020192819XU 2010-05-18 2010-05-18 Transmission line iron tower with trilateral structure tower body section Expired - Fee Related CN201753536U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102296871A (en) * 2011-05-06 2011-12-28 山西省电力公司太原供电分公司 High-voltage power transmission section length variable iron tower
CN106285163A (en) * 2016-08-29 2017-01-04 江西省电力设计院 A kind of triangular section electric power pylon
CN117090435A (en) * 2023-09-27 2023-11-21 国网山西省电力公司经济技术研究院 A kind of anti-fouling flashover AC transmission tower with vertically arranged cross arms

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102296871A (en) * 2011-05-06 2011-12-28 山西省电力公司太原供电分公司 High-voltage power transmission section length variable iron tower
CN106285163A (en) * 2016-08-29 2017-01-04 江西省电力设计院 A kind of triangular section electric power pylon
CN117090435A (en) * 2023-09-27 2023-11-21 国网山西省电力公司经济技术研究院 A kind of anti-fouling flashover AC transmission tower with vertically arranged cross arms

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GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: STATE GRID ZHEJIANG ELECTRIC POWER COMPANY

Effective date: 20140102

C41 Transfer of patent application or patent right or utility model
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Effective date of registration: 20140102

Address after: Hangzhou City, Zhejiang province 310012 GUCUI Road No. 68

Patentee after: Zhejiang Electric Power Design Institute

Patentee after: State Grid Zhejiang Electric Power Company

Address before: Hangzhou City, Zhejiang province 310012 GUCUI Road No. 68

Patentee before: Zhejiang Electric Power Design Institute

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110302

Termination date: 20150518

EXPY Termination of patent right or utility model