CN206429003U - Transforming plant main transformer framework - Google Patents

Transforming plant main transformer framework Download PDF

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Publication number
CN206429003U
CN206429003U CN201621408410.0U CN201621408410U CN206429003U CN 206429003 U CN206429003 U CN 206429003U CN 201621408410 U CN201621408410 U CN 201621408410U CN 206429003 U CN206429003 U CN 206429003U
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China
Prior art keywords
steel pipe
main transformer
self
steel
transforming plant
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Expired - Fee Related
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CN201621408410.0U
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Chinese (zh)
Inventor
付智江
封雁翔
葛朝辉
石海波
何子东
宁金锋
张智
封国庚
王康
赵丙军
刘雪飞
唐帅
孟繁华
李光辉
肖国通
魏恒朴
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Economic and Technological Research Institute of State Grid Hebei Electric Power Co Ltd
State Grid Corp of China SGCC
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Economic and Technological Research Institute of State Grid Hebei Electric Power Co Ltd
State Grid Corp of China SGCC
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Priority to CN201621408410.0U priority Critical patent/CN206429003U/en
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Abstract

本实用新型提供了一种变电站主变构架,包括钢管人字柱、桁架式钢梁、自立式塔架;所述桁架式钢梁设置在所述钢管人字柱顶部,所述桁架式钢梁设置在所述自立式塔架上端;所述钢管人字柱和所述自立式塔架下侧均设有用于固定所述钢管人字柱和所述自立式塔架的底座;所述桁架式钢梁为三棱柱形,包括三根主筋,相邻的所述主筋之间均设有若干与两根所述主筋形成三角形固定连接的加强筋;钢管人字柱包括相互呈夹角设置的两个主钢管,两个所述主钢管之间至少设有一根水平连接管。本实用新型提供的变电站主变构架,占地面积小,抗侧向变形能力强,载力高、强度高。

The utility model provides a main transformer frame of a substation, comprising a steel pipe herringbone column, a truss-type steel beam, and a self-supporting tower; the truss-type steel beam is arranged on the top of the steel pipe herringbone column, and the truss-type steel beam It is arranged at the upper end of the self-supporting tower; the steel pipe herringbone column and the lower side of the self-supporting tower are provided with a base for fixing the steel pipe herringbone column and the self-supporting tower; the truss type The steel beam is in the shape of a triangular prism, including three main bars, and a number of reinforcing bars that form a triangular fixed connection with the two main bars are arranged between adjacent main bars; the steel pipe herringbone column includes two Main steel pipes, at least one horizontal connecting pipe is arranged between the two main steel pipes. The main transformer frame of the substation provided by the utility model has the advantages of small footprint, strong lateral deformation resistance, high load capacity and high strength.

Description

变电站主变构架Substation main transformer structure

技术领域technical field

本实用新型属于送变电设备领域,更具体地说,是涉及一种变电站主变构架。The utility model belongs to the field of power transmission and transformation equipment, and more specifically relates to a main transformer frame of a substation.

背景技术Background technique

随着国民经济的迅猛发展,用电负荷需求快速增长,变电站建设发展迅速,用地需求和国家土地资源紧缩形成的矛盾越来越大,变电站占地指标的优劣对工程本体造价的影响越来越大,在发达地区尤为凸显,因此节约变电站用地是非常重要的。目前,变电站内主变构架占地面积较大,且有许多主变构架结构强度较差,不能满足现有变电站的需求。With the rapid development of the national economy, the demand for electricity load is increasing rapidly, and the construction of substations is developing rapidly. The contradiction between land demand and the country's land resources is becoming more and more serious. The quality of substation land occupation indicators has an increasing impact on the cost of the project The bigger it is, it is especially prominent in developed areas, so it is very important to save the substation land. At present, the main transformer framework in the substation occupies a large area, and many main transformer frameworks have poor structural strength, which cannot meet the needs of existing substations.

实用新型内容Utility model content

本实用新型的目的在于提供一种变电站主变构架,旨在解决现有技术中主变构架占地面积较大,强度差的问题。The purpose of the utility model is to provide a main transformer frame of a substation, aiming at solving the problems that the main transformer frame occupies a large area and has poor strength in the prior art.

为实现上述目的,本实用新型采用的技术方案是:提供一种变电站主变构架,包括钢管人字柱、桁架式钢梁、自立式塔架;所述桁架式钢梁设置在所述钢管人字柱顶部,所述桁架式钢梁设置在所述自立式塔架上端;所述钢管人字柱和所述自立式塔架下侧均设有用于固定所述钢管人字柱和所述自立式塔架的底座。In order to achieve the above purpose, the technical solution adopted by the utility model is to provide a main transformer structure of a substation, including a steel pipe herringbone column, a truss-type steel beam, and a self-supporting tower; the truss-type steel beam is arranged on the steel pipe man At the top of the word column, the truss-type steel beam is arranged on the upper end of the self-supporting tower; the steel pipe herringbone column and the lower side of the self-supporting tower are equipped with The base of the tower.

进一步地,所述桁架式钢梁为三棱柱形,包括三根主筋,相邻的所述主筋之间均设有若干与两根所述主筋形成三角形固定连接的加强筋。Further, the truss-type steel beam is in the shape of a triangular prism and includes three main reinforcements, and a number of reinforcing ribs forming a triangular fixed connection with two of the main reinforcements are provided between adjacent main reinforcements.

进一步地,钢管人字柱包括相互呈夹角设置的两个主钢管,两个所述主钢管之间至少设有一根水平连接管。Further, the steel pipe herringbone column includes two main steel pipes arranged at an angle to each other, and at least one horizontal connecting pipe is provided between the two main steel pipes.

进一步地,还包括爬梯,所述爬梯设置在所述钢管人字柱或所述自立式塔架上。Further, a ladder is also included, and the ladder is arranged on the steel pipe gable column or the self-supporting tower.

进一步地,所述底座为四棱柱或圆柱状,所述底座为钢筋缓凝土材质。Further, the base is in the shape of a square prism or a cylinder, and the base is made of reinforced retarded concrete.

进一步地,所述自立式塔架为两个且设置在所述桁架式钢梁的两端,两个所述自立式塔架之间设置所述钢管人字柱。Further, there are two self-supporting towers and they are arranged at both ends of the truss-type steel beams, and the steel pipe herringbone column is arranged between the two self-supporting towers.

进一步地,所述钢管人字柱和所述自立式塔架上端均设有防雷装置。Further, both the steel pipe herringbone column and the upper end of the self-supporting tower are equipped with lightning protection devices.

进一步地,所述防雷装置包括接闪器和引下线、接地装置。Further, the lightning protection device includes a lightning receptor, a down conductor, and a grounding device.

进一步地,所述钢管人字柱与所述底座为可拆卸式连接。Further, the steel pipe chevron column is detachably connected to the base.

进一步地,所述钢管人字柱与所述底座通过螺栓连接。Further, the steel pipe herringbone column is connected to the base by bolts.

本实用新型提供的变电站主变构架的有益效果在于:与现有技术相比,本实用新型变电站主变构架,采用钢管人字柱与自立式塔架相结合的结构,占地面积小,抗侧向变形能力强,上端设置桁架式钢梁,载力高、强度好。The beneficial effect of the substation main transformer frame provided by the utility model is that compared with the prior art, the utility model substation main transformer frame adopts a structure combining a steel pipe herringbone column and a self-supporting tower, which occupies a small area and is resistant to The lateral deformation ability is strong, and the upper end is equipped with a truss-type steel beam, which has high load capacity and good strength.

附图说明Description of drawings

图1为本实用新型实施例提供的变电站主变构架的结构示意图一;Fig. 1 is a structural schematic diagram 1 of the substation main transformer frame provided by the embodiment of the utility model;

图2为本实用新型实施例提供的变电站主变构架的结构示意图二;Fig. 2 is the structural schematic diagram II of the substation main transformer frame provided by the embodiment of the utility model;

图3为本实用新型实施例提供的变电站主变构架的结构示意图三;Fig. 3 is the structural schematic diagram three of the substation main transformer frame provided by the embodiment of the utility model;

图4为本实用新型实施例提供的变电站主变构架的结构示意图四;Fig. 4 is a structural schematic diagram four of the substation main transformer frame provided by the embodiment of the utility model;

图5为图1中的A处放大示意图。FIG. 5 is an enlarged schematic diagram of A in FIG. 1 .

图中:1、钢管人字柱;101、主钢管;102、水平连接管;2、自立式塔架;3、桁架式钢梁;301、主筋;302、加强筋;4、底座;5、爬梯;6、防雷装置;7、安装法兰;8、螺栓。In the figure: 1, steel pipe herringbone column; 101, main steel pipe; 102, horizontal connecting pipe; 2, self-supporting tower; 3, truss type steel beam; 301, main reinforcement; 302, reinforcing rib; Ladder; 6. Lightning protection device; 7. Mounting flange; 8. Bolt.

具体实施方式detailed description

为了使本实用新型所要解决的技术问题、技术方案及有益效果更加清楚明白,以下结合附图及实施例,对本实用新型进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本实用新型,并不用于限定本实用新型。In order to make the technical problems, technical solutions and beneficial effects to be solved by the utility model clearer, the utility model will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the utility model, and are not intended to limit the utility model.

请一并参阅图1至图4,现对本实用新型提供的变电站主变构架进行说明。所述变电站主变构架,包括钢管人字柱1、桁架式钢梁3、自立式塔架2;桁架式钢梁2设置在钢管人字柱1顶部,桁架式钢梁3设置在自立式塔架2上端;钢管人字柱1和自立式塔架2下侧均设有用于固定钢管人字柱1和自立式塔架2的底座4。Please refer to Fig. 1 to Fig. 4 together, and now the main transformer structure of the substation provided by the utility model is described. The main transformer structure of the substation includes a steel pipe herringbone column 1, a truss-type steel beam 3, and a self-supporting tower 2; The upper end of the frame 2; the lower side of the steel pipe herringbone column 1 and the self-supporting tower 2 are all provided with a base 4 for fixing the steel pipe herringbone column 1 and the self-supporting tower 2.

本实用新型提供的变电站主变构架,与现有技术相比,采用钢管人字柱1与自立式塔架2相结合的结构,占地面积小,抗侧向变形能力强,上端设置桁架式钢梁3,载力高、强度好。Compared with the prior art, the main transformer frame of the substation provided by the utility model adopts the structure combining the steel pipe herringbone column 1 and the self-supporting tower frame 2, which occupies a small area and has strong lateral deformation resistance. The steel beam 3 has high load capacity and good strength.

进一步地,请参阅图1至图4,作为本实用新型提供的变电站主变构架的一种具体实施方式,桁架式钢梁2为三棱柱形,包括三根主筋301,相邻的主筋301之间均设有若干与两根主筋301形成三角形固定连接的加强筋302。桁架式钢梁2为三棱柱形且中间加强筋302与主筋301之间也是三角形连接结构,三角形连接结构更加稳定,承载更强。Further, please refer to Fig. 1 to Fig. 4, as a specific embodiment of the main transformer frame of the substation provided by the present invention, the truss-type steel beam 2 is a triangular prism, including three main ribs 301, and between adjacent main ribs 301 Each is provided with a number of reinforcing ribs 302 that form a triangular fixed connection with the two main ribs 301 . The truss-type steel beam 2 is in the shape of a triangular prism, and the middle rib 302 and the main rib 301 are also of a triangular connection structure. The triangular connection structure is more stable and bears a stronger load.

进一步地,请参阅图1至图4,作为本实用新型提供的变电站主变构架的一种具体实施方式,钢管人字柱1包括相互呈夹角设置的两个主钢管101,两个主钢管101之间至少设有一根水平连接管102。钢管人字柱1所在的平面与水平面垂直,主钢管101之间夹角设计且中间设置水平连接管102,同样形成稳定的三角形连接结构,支撑更加稳定,承载力较高。Further, please refer to Fig. 1 to Fig. 4, as a specific embodiment of the substation main transformer frame provided by the utility model, the steel pipe herringbone column 1 includes two main steel pipes 101 arranged at an angle to each other, and the two main steel pipes At least one horizontal connecting pipe 102 is provided between 101 . The plane where the steel pipe herringbone column 1 is located is perpendicular to the horizontal plane, the angle between the main steel pipes 101 is designed and the horizontal connecting pipe 102 is arranged in the middle, which also forms a stable triangular connection structure, with more stable support and high bearing capacity.

进一步地,请参阅图1至图4,作为本实用新型提供的变电站主变构架的一种具体实施方式,还包括爬梯5,爬梯5设置在钢管人字柱1或自立式塔架2上。优选的爬梯5设置在钢管人字柱1上,此种方案爬梯5设置在主钢管101上或者固定设置在水平连接管102上,便于固定连接,尤其设在主钢管101上与水平面成一定的夹角方便攀爬,设置爬梯5方便了变电站主变构架上的设备安装及维修和维护。Further, please refer to FIG. 1 to FIG. 4 , as a specific implementation of the substation main transformer frame provided by the present invention, it also includes a ladder 5 , and the ladder 5 is arranged on the steel pipe herringbone column 1 or the self-supporting tower 2 . The preferred ladder 5 is arranged on the steel pipe herringbone column 1. In this scheme, the ladder 5 is arranged on the main steel pipe 101 or fixedly arranged on the horizontal connecting pipe 102, which is convenient for fixed connection. The included angle is convenient for climbing, and the setting of the ladder 5 facilitates the installation, repair and maintenance of equipment on the main transformer frame of the substation.

进一步地,请参阅1至图5,作为本实用新型提供的变电站主变构架的一种具体实施方式,底座4为四棱柱或圆柱状,底座为钢筋缓凝土材质。底座4位混凝土材质,原材料易采购,且抗压能力强,四棱柱或圆柱状的底座4便于制作和运输。Further, please refer to Fig. 1 to Fig. 5, as a specific implementation of the main transformer structure of the substation provided by the utility model, the base 4 is in the shape of a square prism or a column, and the base is made of reinforced retarded concrete. The base 4 is made of concrete, the raw material is easy to purchase, and has strong compressive capacity, and the base 4 in the shape of a square prism or a column is convenient for manufacture and transportation.

进一步地,请参阅图2及图4,作为本实用新型提供的变电站主变构架的一种具体实施方式,自立式塔架2为两个且设置在桁架式钢梁3的两端,两个自立式塔架2之间设置钢管人字柱1。两端设置自立式塔架2,整体结构抗侧向变形能力更强。Further, please refer to Fig. 2 and Fig. 4, as a specific embodiment of the substation main transformer frame provided by the utility model, there are two self-supporting towers 2 and are arranged at both ends of the truss type steel beam 3, two Steel pipe herringbone columns 1 are arranged between the self-supporting towers 2 . Self-supporting towers 2 are arranged at both ends, and the overall structure has a stronger ability to resist lateral deformation.

进一步地,请参阅图3及图4,作为本实用新型提供的变电站主变构架的一种具体实施方式,钢管人字柱1和自立式塔架2上端均设有防雷装置6。设置防雷装置6,提高变电站主变构架使用的安全性能。Further, please refer to Fig. 3 and Fig. 4, as a specific embodiment of the main transformer structure of the substation provided by the utility model, the steel pipe herringbone column 1 and the upper end of the self-supporting tower 2 are equipped with a lightning protection device 6 . The lightning protection device 6 is installed to improve the safety performance of the substation main transformer framework.

进一步地,作为本实用新型提供的变电站主变构架的一种具体实施方式,防雷装置6包括接闪器和引下线、接地装置。接闪器与引下线连接,引下线与接地装置连接,防雷效果好。Furthermore, as a specific implementation of the main transformer frame of the substation provided by the present invention, the lightning protection device 6 includes a lightning receptor, a down conductor, and a grounding device. The lightning terminal is connected to the down conductor, and the down conductor is connected to the grounding device, so the lightning protection effect is good.

进一步地,请参阅图1至图5,作为本实用新型提供的变电站主变构架的一种具体实施方式,钢管人字柱1与底座4为可拆卸式连接。钢管人字柱1与底座4可拆卸连接,方便变电站主变构架的搭建装配和拆除,底座4可以批量生产制作,然后直接在施工地装配即可,节约建造时间,提高工作效率。Further, please refer to FIG. 1 to FIG. 5 , as a specific implementation of the main transformer frame of the substation provided by the present invention, the steel pipe herringbone column 1 and the base 4 are detachably connected. The steel pipe herringbone column 1 is detachably connected to the base 4 to facilitate the construction, assembly and dismantling of the substation main transformer frame. The base 4 can be mass-produced and then assembled directly at the construction site, saving construction time and improving work efficiency.

进一步地,请参阅图5,作为本实用新型提供的变电站主变构架的一种具体实施方式,钢管人字柱1与底座4通过螺栓8连接。通过螺栓8将钢管人字柱1固定在底座4上,连接效果牢固可靠,螺栓8为标准件,便于采购且成本较低,而且装配方便。Further, please refer to FIG. 5 , as a specific implementation of the main transformer frame of the substation provided by the utility model, the steel pipe herringbone column 1 and the base 4 are connected by bolts 8 . The steel pipe herringbone column 1 is fixed on the base 4 through the bolt 8, the connection effect is firm and reliable, and the bolt 8 is a standard part, which is convenient for procurement and low in cost, and convenient for assembly.

进一步地,自立式塔架2与底座4为可拆卸式连接,方便变电站主变构架的搭建装配和拆除,底座4可以批量生产制作,然后直接在施工地装配即可,节约建造时间,提高工作效率。Furthermore, the self-supporting tower 2 is detachably connected to the base 4, which facilitates the construction, assembly and dismantling of the main transformer frame of the substation. The base 4 can be mass-produced and then assembled directly at the construction site, saving construction time and improving work efficiency. efficiency.

以上所述仅为本实用新型的较佳实施例而已,并不用以限制本实用新型,凡在本实用新型的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本实用新型的保护范围之内。The above descriptions are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present utility model shall be included in this utility model. within the scope of protection of utility models.

Claims (10)

1. transforming plant main transformer framework, it is characterised in that:Including steel pipe inverted Y-shaped column, trussed-beam steel beam, self-supporting pylon;The truss Formula girder steel is arranged at the top of the steel pipe inverted Y-shaped column, and the trussed-beam steel beam is arranged on the self-supporting pylon upper end;The steel Pipe herringbone column and self-supporting pylon downside are equipped with the bottom for fixing the steel pipe inverted Y-shaped column and the self-supporting pylon Seat.
2. transforming plant main transformer framework as claimed in claim 1, it is characterised in that:The trussed-beam steel beam is triangular prism shaped, bag Include and some reinforcements being fixedly connected with two main ribs formation triangles are equipped between three cage bars, adjacent main ribs Muscle.
3. transforming plant main transformer framework as claimed in claim 1, it is characterised in that:The steel pipe inverted Y-shaped column includes mutually being in angle At least provided with a horizontal connection tube between the two main steel pipes set, two main steel pipes.
4. transforming plant main transformer framework as claimed in claim 1, it is characterised in that:Also include cat ladder, the cat ladder is arranged on institute State on steel pipe inverted Y-shaped column or the self-supporting pylon.
5. transforming plant main transformer framework as claimed in claim 1, it is characterised in that:The base is quadrangular or cylindric, institute It is the native material of reinforcing bar slow setting to state base.
6. transforming plant main transformer framework as claimed in claim 1, it is characterised in that:The self-supporting pylon is two and is arranged on The steel pipe inverted Y-shaped column is set between the two ends of the trussed-beam steel beam, two self-supporting pylons.
7. transforming plant main transformer framework as claimed in claim 1, it is characterised in that:The steel pipe inverted Y-shaped column and the self-supporting tower Frame upper end is equipped with lightning protection device.
8. transforming plant main transformer framework as claimed in claim 7, it is characterised in that:The lightning protection device include arrester, draw under Line and earthing or grounding means.
9. transforming plant main transformer framework as claimed in claim 1, it is characterised in that:The steel pipe inverted Y-shaped column is with the base can It is detachably connected with.
10. transforming plant main transformer framework as claimed in claim 9, it is characterised in that:The steel pipe inverted Y-shaped column leads to the base Cross bolt connection.
CN201621408410.0U 2016-12-20 2016-12-20 Transforming plant main transformer framework Expired - Fee Related CN206429003U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117449680A (en) * 2023-10-19 2024-01-26 西安交通大学 A truss-type substation structure stiffened by a flat arch suspender

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117449680A (en) * 2023-10-19 2024-01-26 西安交通大学 A truss-type substation structure stiffened by a flat arch suspender

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