CN203603578U - Extra-high-voltage double-loop tension support - Google Patents

Extra-high-voltage double-loop tension support Download PDF

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CN203603578U
CN203603578U CN201320760884.1U CN201320760884U CN203603578U CN 203603578 U CN203603578 U CN 203603578U CN 201320760884 U CN201320760884 U CN 201320760884U CN 203603578 U CN203603578 U CN 203603578U
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tower body
arm
angle steel
double
wire cross
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Inventor
刘洪昌
李喜来
张红志
张华�
谢玉洁
刘翔云
肖洪伟
杨洋
刘勇
冯勇
郑勇
蒋锐
刘琴
周建军
蒲凡
李鑫
孙鹏
杨宁
葛保斌
傅华风
赵龙
杨景胜
曾二贤
徐彬
吴彤
赵雪灵
袁俊
王启明
程鹏
张宏志
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State Grid Corp of China SGCC
North China Power Engineering Co Ltd of China Power Engineering Consulting Group
Northwest Electric Power Design Institute of China Power Engineering Consulting Group
Southwest Electric Power Design Institute Co Ltd of China Power Engineering Consulting Group
China Power Engineering Consulting Group East China Electric Power Design Institute Co Ltd
China Power Engineering Consultant Group Central Southern China Electric Power Design Institute Corp
Northeast Electric Power Design Institute of China Power Engineering Consulting Group
China Power Engineering Consulting Group Corp
Electric Power Planning and Engineering Institute Co Ltd
Original Assignee
State Grid Corp of China SGCC
Northwest Electric Power Design Institute of China Power Engineering Consulting Group
Southwest Electric Power Design Institute Co Ltd of China Power Engineering Consulting Group
China Power Engineering Consulting Group East China Electric Power Design Institute Co Ltd
China Power Engineering Consultant Group Central Southern China Electric Power Design Institute Corp
Northeast Electric Power Design Institute of China Power Engineering Consulting Group
North China Electric Power Design Institute of China Power Engineering Consulting Group Corp
China Power Engineering Consulting Group Corp
Electric Power Planning and Engineering Institute Co Ltd
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Abstract

本实用新型公开了一种特高压双回路耐张塔,包括沿竖直方向设置的塔体,所述塔体上沿竖直方向自上而下依次设置有若干导线横担,所述塔体为角钢塔体,所述导线横担为角钢横担,所述塔体以及各所述导线横担的各角钢件间为螺栓连接或焊接。工作过程中,具有该种角钢结构的所述塔体和所述导线横担,能够将螺栓连接作为主要的装配形式,从而大大减少了焊接工艺的实施次数,有效简化了所述特高压双回路耐张塔的装配过程;同时,该种角钢结构的所述塔体和所述导线横担的重量较小,便于取放和运输,从而使得所述特高压双回路耐张塔的整体运输和装配过程更加简便易行。

The utility model discloses an ultra-high voltage double-circuit tension tower, which comprises a tower body arranged in the vertical direction, and a plurality of conducting wire cross-arms are sequentially arranged on the tower body along the vertical direction from top to bottom, and the tower body It is an angle steel tower body, the wire cross arm is an angle steel cross arm, and the tower body and each angle steel piece of each wire cross arm are connected by bolts or welded. During the working process, the tower body and the wire cross-arm with such an angle steel structure can use bolt connection as the main assembly form, thereby greatly reducing the number of welding processes and effectively simplifying the UHV double circuit The assembly process of the tension tower; at the same time, the weight of the tower body and the wire cross-arm of this angle steel structure is relatively small, which is convenient for pick-and-place and transportation, so that the overall transportation and maintenance of the UHV double-circuit tension tower The assembly process is simpler and easier.

Description

一种特高压双回路耐张塔A UHV dual-circuit strain tower

技术领域technical field

本实用新型涉及输变电系统配套设备技术领域,特别涉及一种特高压双回路耐张塔。The utility model relates to the technical field of supporting equipment for power transmission and transformation systems, in particular to an ultra-high voltage double-circuit tension tower.

背景技术Background technique

在输变电系统中,双回路耐张塔是一种极为常见的特高压线路支撑连接设备,而随着工作需求的不断提高,双回路耐张塔的使用性能也日益受到人们的关注。In the power transmission and transformation system, the double-circuit strain tower is a very common UHV line support and connection equipment. With the continuous improvement of work requirements, the performance of the double-circuit strain tower has attracted increasing attention.

目前现有的电力输送系统中,双回路耐张塔的塔体通常为钢管塔体结构,该种钢管结构的塔体虽然能够满足基本的电力输送需要,但由于其单段钢管的重量较大,导致塔体主体结构的规格较大,给运输和装配操作造成诸多不便,同时钢管结构装配时需要较多地应用焊接工艺,加工难度较大,给相应的施工造成不利影响。In the existing power transmission system at present, the tower body of the double-circuit tension tower is usually a steel pipe tower structure. Although the tower body of this steel pipe structure can meet the basic power transmission needs, due to the heavy weight , resulting in larger specifications of the main structure of the tower body, causing a lot of inconvenience to transportation and assembly operations. At the same time, more welding processes are required to be used in the assembly of steel pipe structures, which is difficult to process and adversely affects the corresponding construction.

因此,如何使得特高压双回路耐张塔的装配和运输更加简便易行是本领域技术人员目前需要解决的重要技术问题。Therefore, how to make the assembly and transportation of the UHV double-circuit strain tower easier and easier is an important technical problem to be solved by those skilled in the art.

实用新型内容Utility model content

本实用新型的目的是提供一种特高压双回路耐张塔,该特高压双回路耐张塔的装配和运输较为简便易行。The purpose of the utility model is to provide an ultra-high voltage double-circuit tension tower, which is relatively simple and easy to assemble and transport.

为解决上述技术问题,本实用新型提供一种特高压双回路耐张塔,包括沿竖直方向设置的塔体,所述塔体上沿竖直方向自上而下依次设置有若干导线横担,所述塔体为角钢塔体,所述导线横担为角钢横担,所述塔体以及各所述导线横担的各角钢件间为螺栓连接或焊接。In order to solve the above technical problems, the utility model provides an ultra-high voltage double-circuit strain tower, which includes a tower body arranged in the vertical direction, on which a number of wire cross arms are arranged in sequence from top to bottom in the vertical direction , the tower body is an angle steel tower body, the wire cross arm is an angle steel cross arm, and the tower body and each angle steel piece of each wire cross arm are bolted or welded.

优选地,各所述导线横担的两端部设置有与输电线路相适配的导线挂点。Preferably, the two ends of each of the wire cross-arms are provided with wire hanging points suitable for power transmission lines.

优选地,所述塔体的主材为四拼十字型角钢结构。Preferably, the main material of the tower body is a four-piece cross-shaped angle steel structure.

优选地,所述塔体的斜材以及所述导线横担的主材为单角钢结构或双拼T型角钢结构中的任一种。Preferably, the oblique material of the tower body and the main material of the conductor cross-arm are any one of a single angle steel structure or a double T-shaped angle steel structure.

优选地,所述塔体为Q235B角钢塔体、Q345B角钢塔体中的任一种。Preferably, the tower body is any one of Q235B angle steel tower body and Q345B angle steel tower body.

优选地,所述导线横担为Q235B角钢横担、Q345B角钢横担、Q420B角钢横担中的任一种。Preferably, the wire cross arm is any one of Q235B angle steel cross arm, Q345B angle steel cross arm, and Q420B angle steel cross arm.

优选地,所述塔体的单变双角钢节点、所述导线横担的单变双角钢节点均为由螺栓连接的插接型角钢结构。Preferably, the single-variable double-angle steel joints of the tower body and the single-variable double-angle steel joints of the conductor cross-arm are plug-in angle steel structures connected by bolts.

相对上述背景技术,本实用新型所提供的特高压双回路耐张塔,包括沿竖直方向设置的塔体,所述塔体上沿竖直方向自上而下依次设置有若干导线横担,所述塔体为角钢塔体,所述导线横担为角钢横担,所述塔体以及各所述导线横担的各角钢件间为螺栓连接或焊接。工作过程中,具有该种角钢结构的所述塔体和所述导线横担,能够将螺栓连接作为主要的装配形式,从而大大减少了焊接工艺的实施次数,有效简化了所述特高压双回路耐张塔的装配过程;同时,该种角钢结构的所述塔体和所述导线横担的重量较小,便于取放和运输,从而使得所述特高压双回路耐张塔的整体运输和装配过程更加简便易行。Compared with the above-mentioned background technology, the UHV double-circuit strain tower provided by the utility model includes a tower body arranged in the vertical direction, on which a number of wire cross arms are arranged in sequence from top to bottom in the vertical direction, The tower body is an angle steel tower body, the wire cross arm is an angle steel cross arm, and the tower body and the angle steel parts of each wire cross arm are connected by bolts or welded. During the working process, the tower body and the wire cross-arm with such an angle steel structure can use bolt connection as the main assembly form, thereby greatly reducing the number of welding processes and effectively simplifying the UHV double circuit The assembly process of the tension tower; at the same time, the weight of the tower body and the wire cross-arm of this angle steel structure is relatively small, which is convenient for pick-and-place and transportation, so that the overall transportation and maintenance of the UHV double-circuit tension tower The assembly process is simpler and easier.

在本实用新型的另一优选方案中,各所述导线横担的两端部设置有与输电线路相适配的导线挂点。该种将导线挂点直接设置于导线横担上的结构,能够使得所述特高压双回路耐张塔的工作过程中无需纵向跳线支架等线路承托结构即可实现线路架设,从而使得所述特高压双回路耐张塔的整体结构得以进一步简化。In another preferred solution of the present utility model, the two ends of each said wire cross-arm are provided with wire hanging points adapted to the transmission line. This kind of structure in which the wire hanging point is directly set on the wire cross arm can make the line erection without the need for line supporting structures such as vertical jumper brackets during the working process of the UHV double-circuit strain tower, so that all The overall structure of the UHV dual-circuit strain tower is further simplified.

附图说明Description of drawings

为了更清楚地说明本实用新型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实用新型的一些实施例,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 invention or the prior art, the following will briefly introduce the accompanying drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description These are only some embodiments of the utility model, and those skilled in the art can also obtain other drawings based on these drawings without creative work.

图1为本实用新型一种具体实施方式所提供的特高压双回路耐张塔的装配结构示意图;Figure 1 is a schematic diagram of the assembly structure of the UHV dual-circuit strain tower provided by a specific embodiment of the present invention;

图2为本实用新型一种具体实施方式所提供的特高压双回路耐张塔的单变双角钢节点部分的结构示意图。Fig. 2 is a schematic structural diagram of the single-variable double-angle steel node part of the UHV double-circuit strain tower provided by a specific embodiment of the utility model.

具体实施方式Detailed ways

本实用新型的核心是提供一种特高压双回路耐张塔,该特高压双回路耐张塔的装配和运输较为简便易行。The core of the utility model is to provide an ultra-high voltage double-circuit tension tower, which is relatively simple and easy to assemble and transport.

为了使本技术领域的人员更好地理解本实用新型方案,下面结合附图和具体实施方式对本实用新型作进一步的详细说明。In order to enable those skilled in the art to better understand the solution of the utility model, the utility model will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.

请参考图1,图1为本实用新型一种具体实施方式所提供的特高压双回路耐张塔的装配结构示意图。Please refer to FIG. 1 , which is a schematic diagram of the assembly structure of the UHV double-circuit strain tower provided by a specific embodiment of the present invention.

在具体实施方式中,本实用新型所提供的特高压双回路耐张塔,包括沿竖直方向设置的塔体11,塔体11上沿竖直方向自上而下依次设置有若干导线横担12,塔体11为角钢塔体,导线横担12为角钢横担,塔体11以及各导线横担12的各角钢件间为螺栓连接或焊接。工作过程中,具有该种角钢结构的塔体11和导线横担12,能够将螺栓连接作为主要的装配形式,从而大大减少了焊接工艺的实施次数,有效简化了所述特高压双回路耐张塔的装配过程;同时,该种角钢结构的所述塔体和所述导线横担的重量较小,便于取放和运输,从而使得所述特高压双回路耐张塔的整体运输和装配过程更加简便易行。In a specific embodiment, the ultra-high voltage double-circuit strain tower provided by the utility model includes a tower body 11 arranged in the vertical direction, and a number of wire cross arms are arranged in sequence on the tower body 11 along the vertical direction from top to bottom. 12. The tower body 11 is an angle steel tower body, the wire cross arm 12 is an angle steel cross arm, and the tower body 11 and each angle steel piece of each wire cross arm 12 are bolted or welded. During the working process, the tower body 11 and the wire cross arm 12 with this kind of angle steel structure can use bolt connection as the main assembly form, thereby greatly reducing the number of times the welding process is carried out, and effectively simplifying the tensile strength of the UHV double circuit. The assembly process of the tower; at the same time, the weight of the tower body and the wire cross-arm of this angle steel structure is small, which is convenient for pick-and-place and transportation, so that the overall transportation and assembly process of the UHV double-circuit strain tower Easier and easier to do.

进一步地,各导线横担12的两端部设置有与输电线路相适配的导线挂点121。该种将导线挂点121直接设置于导线横担12上的结构,能够使得所述特高压双回路耐张塔的工作过程中无需纵向跳线支架等线路承托结构即可实现线路架设,从而使得所述特高压双回路耐张塔的整体结构得以进一步简化。Further, the two ends of each conductor cross arm 12 are provided with conductor hanging points 121 adapted to the transmission line. This structure in which the wire hanging point 121 is directly arranged on the wire cross arm 12 can enable the erection of the line without the need for a line support structure such as a vertical jumper bracket during the working process of the UHV double-circuit tension tower, thereby The overall structure of the UHV double-circuit strain tower can be further simplified.

另一方面,塔体11的主材为四拼十字型角钢结构。该种四拼十字型角钢结构的强度较高,装配结构较为稳定可靠。On the other hand, the main material of the tower body 11 is a four-piece cross-shaped angle steel structure. This four-piece cross-shaped angle steel structure has high strength, and the assembly structure is relatively stable and reliable.

另外,塔体11的斜材以及导线横担12的主材为单角钢结构或双拼T型角钢结构中的任一种。该种单角钢结构或双拼T型角钢结构较为轻便可靠,能够在满足装配强度的同时进一步降低所述特高压双回路耐张塔的整体重量。In addition, the oblique material of the tower body 11 and the main material of the wire cross arm 12 are either a single angle steel structure or a double T-shaped angle steel structure. This kind of single-angle steel structure or double T-shaped steel angle structure is relatively light and reliable, and can further reduce the overall weight of the UHV double-circuit strain tower while meeting the assembly strength requirements.

此外,塔体11为Q235B角钢塔体、Q345B角钢塔体中的任一种。当然,该塔体11并不局限于上文所述的Q235B角钢塔体、Q345B角钢塔体,只要是能够满足所述特高压双回路耐张塔的实际使用需要均可。In addition, the tower body 11 is any one of the Q235B angle steel tower body and the Q345B angle steel tower body. Of course, the tower body 11 is not limited to the above-mentioned Q235B angle steel tower body and Q345B angle steel tower body, as long as it can meet the actual use requirements of the UHV dual-circuit strain tower.

更具体地,导线横担12为Q235B角钢横担、Q345B角钢横担、Q420B角钢横担中的任一种。当然,该导线横担12并不局限于上文所述的Q235B角钢横担、Q345B角钢横担、Q420B角钢横担,只要是能够满足所述特高压双回路耐张塔的实际使用需要均可。More specifically, the wire cross arm 12 is any one of Q235B angle steel cross arm, Q345B angle steel cross arm, and Q420B angle steel cross arm. Of course, the wire cross arm 12 is not limited to the above-mentioned Q235B angle steel cross arm, Q345B angle steel cross arm, and Q420B angle steel cross arm, as long as it can meet the actual use needs of the UHV double-circuit strain tower. .

请参考图2,图2为本实用新型一种具体实施方式所提供的特高压双回路耐张塔的单变双角钢节点部分的结构示意图。Please refer to FIG. 2 , which is a schematic structural diagram of the single-variable double-angle steel node part of the UHV double-circuit strain tower provided by a specific embodiment of the present invention.

塔体11的单变双角钢节点、导线横担12的单变双角钢节点均为由螺栓连接的插接型角钢结构。为便于理解,现结合图2对上述单变双角钢节点结构进行说明。如图2所示,单边角钢21与组合角钢22间为直接插装配合,并通过各螺栓23进行紧固连接,以实现整体结构的稳定装配。该种插接型装配结构无需在单边角钢21与组合角钢22间设置横向连接板即可实现单边角钢21与组合角钢22间的稳定连接,从而使得所述特高压双回路耐张塔的整体结构得以进一步简化,并使其整体重量相应降低。The single-variable double-angle steel joints of the tower body 11 and the single-variable double-angle steel joints of the conductor cross-arm 12 are all plug-in angle steel structures connected by bolts. For ease of understanding, the above-mentioned single-variable double-angle steel node structure is now described in conjunction with FIG. 2 . As shown in FIG. 2 , the unilateral angle steel 21 and the combined angle steel 22 are directly inserted and fitted, and are fastened and connected by each bolt 23 to realize a stable assembly of the overall structure. This kind of plug-in assembly structure can realize the stable connection between the single-sided angle steel 21 and the combined angle steel 22 without setting a transverse connecting plate between the single-side angle steel 21 and the combined angle steel 22, so that the UHV double-circuit strain tower The overall structure is further simplified and its overall weight is reduced accordingly.

综上可知,本实用新型中提供的特高压双回路耐张塔,包括沿竖直方向设置的塔体,所述塔体上沿竖直方向自上而下依次设置有若干导线横担,所述塔体为角钢塔体,所述导线横担为角钢横担,所述塔体以及各所述导线横担的各角钢件间为螺栓连接或焊接。工作过程中,具有该种角钢结构的所述塔体和所述导线横担,能够将螺栓连接作为主要的装配形式,从而大大减少了焊接工艺的实施次数,有效简化了所述特高压双回路耐张塔的装配过程;同时,该种角钢结构的所述塔体和所述导线横担的重量较小,便于取放和运输,从而使得所述特高压双回路耐张塔的整体运输和装配过程更加简便易行。To sum up, it can be seen that the UHV double-circuit strain tower provided in the utility model includes a tower body arranged in the vertical direction, and a number of wire cross arms are arranged in sequence on the tower body along the vertical direction from top to bottom. The tower body is an angle steel tower body, the wire cross arm is an angle steel cross arm, and the tower body and the angle steel parts of each wire cross arm are connected by bolts or welded. During the working process, the tower body and the wire cross-arm with this angle steel structure can use bolt connection as the main assembly form, thereby greatly reducing the number of welding processes and effectively simplifying the UHV double circuit. The assembly process of the tension tower; at the same time, the weight of the tower body and the wire cross-arm of this angle steel structure is small, which is convenient for pick-up and transportation, so that the overall transportation and maintenance of the UHV double-circuit tension tower The assembly process is simpler and easier.

以上对本实用新型所提供的特高压双回路耐张塔进行了详细介绍。本文中应用了具体个例对本实用新型的原理及实施方式进行了阐述,以上实施例的说明只是用于帮助理解本实用新型的方法及其核心思想。应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型原理的前提下,还可以对本实用新型进行若干改进和修饰,这些改进和修饰也落入本实用新型权利要求的保护范围内。The UHV dual-circuit strain tower provided by the utility model has been introduced in detail above. In this paper, specific examples are used to illustrate the principle and implementation of the present utility model, and the descriptions of the above embodiments are only used to help understand the method and core idea of the present utility model. It should be pointed out that for those of ordinary skill in the art, without departing from the principle of the utility model, some improvements and modifications can also be made to the utility model, and these improvements and modifications also fall into the protection of the claims of the utility model. within range.

Claims (7)

1. an extra-high voltage double loop anchor support, comprise the tower body vertically arranging, on described tower body, be vertically disposed with some wire cross-arms from top to bottom, it is characterized in that: described tower body is angle steel tower body, described wire cross-arm is angle cross arm, is bolt connection or welding between each angle member of described tower body and each described wire cross-arm.
2. extra-high voltage as claimed in claim 1 double loop anchor support, is characterized in that: the both ends of each described wire cross-arm are provided with the conducting wire hanging point suitable with transmission line of electricity.
3. extra-high voltage as claimed in claim 1 double loop anchor support, is characterized in that: the main material of described tower body is the cross steel angle structure of four spellings.
4. extra-high voltage as claimed in claim 1 double loop anchor support, is characterized in that: the oblique material of described tower body and the main material of described wire cross-arm are any in single angle structure or the T-shaped steel angle structure of Two bors d's oeuveres.
5. extra-high voltage as claimed in claim 1 double loop anchor support, is characterized in that: described tower body is any in Q235B angle steel tower body, Q345B angle steel tower body.
6. extra-high voltage as claimed in claim 1 double loop anchor support, is characterized in that: described wire cross-arm is any in Q235B angle cross arm, Q345B angle cross arm, Q420B angle cross arm.
7. the extra-high voltage double loop anchor support as described in any one in claim 1 to 6, is characterized in that: the monotropic double angle node of the monotropic double angle node of described tower body, described wire cross-arm is all for by bolted splicing type steel angle structure.
CN201320760884.1U 2013-11-22 2013-11-22 Extra-high-voltage double-loop tension support Expired - Fee Related CN203603578U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106150177A (en) * 2016-08-26 2016-11-23 中国能源建设集团安徽省电力设计院有限公司 A kind of terminal anchor support for double-layer frame outlet
CN114016802A (en) * 2021-11-12 2022-02-08 贵州电网有限责任公司 Reinforcing and reforming method for bearing capacity of double-limb force-transferring hoisting iron tower component

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106150177A (en) * 2016-08-26 2016-11-23 中国能源建设集团安徽省电力设计院有限公司 A kind of terminal anchor support for double-layer frame outlet
CN114016802A (en) * 2021-11-12 2022-02-08 贵州电网有限责任公司 Reinforcing and reforming method for bearing capacity of double-limb force-transferring hoisting iron tower component

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