CN111262136A - Transformer substation's framework crossbeam reinforcing apparatus - Google Patents

Transformer substation's framework crossbeam reinforcing apparatus Download PDF

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Publication number
CN111262136A
CN111262136A CN202010114674.XA CN202010114674A CN111262136A CN 111262136 A CN111262136 A CN 111262136A CN 202010114674 A CN202010114674 A CN 202010114674A CN 111262136 A CN111262136 A CN 111262136A
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China
Prior art keywords
column
substation frame
component
substation
components
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Inventor
李新海
曾令诚
孟晨旭
周恒�
曾庆祝
曾新雄
梁景明
肖星
范德和
罗其锋
闫超
林蔚
雷旺
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Guangdong Power Grid Co Ltd
Zhongshan Power Supply Bureau of Guangdong Power Grid Co Ltd
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Guangdong Power Grid Co Ltd
Zhongshan Power Supply Bureau of Guangdong Power Grid Co Ltd
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Priority to CN202010114674.XA priority Critical patent/CN111262136A/en
Publication of CN111262136A publication Critical patent/CN111262136A/en
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    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02BBOARDS, SUBSTATIONS OR SWITCHING ARRANGEMENTS FOR THE SUPPLY OR DISTRIBUTION OF ELECTRIC POWER
    • H02B1/00Frameworks, boards, panels, desks, casings; Details of substations or switching arrangements
    • H02B1/01Frameworks
    • H02B1/012Details of mechanical connections
    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02BBOARDS, SUBSTATIONS OR SWITCHING ARRANGEMENTS FOR THE SUPPLY OR DISTRIBUTION OF ELECTRIC POWER
    • H02B1/00Frameworks, boards, panels, desks, casings; Details of substations or switching arrangements
    • H02B1/01Frameworks
    • H02B1/013Profiles for cabinet frames

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  • Engineering & Computer Science (AREA)
  • Power Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

The invention provides a transformer substation framework crossbeam reinforcing device, which comprises 4 same components, wherein each component comprises a first pillar, a second pillar, a first crossbeam and a second crossbeam, one end of the first pillar is vertically connected with one end of the first crossbeam, one end of the second crossbeam is vertically connected with the middle part of the first pillar, and two ends of the second pillar are respectively connected with the other end of the first crossbeam and the other end of the second crossbeam; the first column in each component is fixed with the side of the A-type column of the transformer substation framework to be reinforced, the first beam and the second beam in each component are fixed with the side of the beam of the transformer substation framework to be reinforced, and the adjacent components are connected with each other. Wherein, the component of interconnect is fixed with A type stand through first pillar to play the frame to the crossbeam and play the fixed action, can effectively avoid transformer substation's framework crossbeam to turn on one's side.

Description

一种变电站构架横梁加固装置A kind of substation frame beam reinforcement device

技术领域technical field

本发明涉及构架加固技术领域,更具体地,涉及一种变电站构架横梁加固装置。The invention relates to the technical field of frame reinforcement, and more particularly, to a substation frame beam reinforcement device.

背景技术Background technique

目前,部分户外变电站设备门型构架为变电站预制件结构,其主要用于悬挂变电站内母线及进线跨线等导线。变电站门型构架主要由A型立柱和横梁组成,其中,横梁与A型立柱通过预制嵌入的钢板对接焊缝连接。然而,变电站门型构架经长期运行后,受日晒雨淋及化学腐蚀因素影响,变电站门型构架中的对接焊缝容易发生锈蚀脱焊,且该易锈蚀点处于A型立柱上部,隐蔽性强,日常巡视难以发现。因此,横梁在横风及跨线的侧向牵引力的作用下,可能发生侧翻跌落,导致砸坏电力设备、造成短路故障、母线失压,引发大面积停电事故,也可能伤及临近人员,造成人身伤亡事故。At present, some outdoor substation equipment gantry structures are substation prefabricated structures, which are mainly used to suspend conductors such as busbars in substations and incoming line jumpers. The substation gantry frame is mainly composed of A-type columns and beams, wherein the beams and A-type columns are connected by prefabricated embedded steel plate butt welds. However, after long-term operation of the substation gantry, the butt welds in the substation gantry are prone to rust and desoldering due to the influence of sun, rain and chemical corrosion, and the rust-prone spot is located on the upper part of the A-type column, which is concealed. Strong, difficult to find on daily inspections. Therefore, under the action of the crosswind and the lateral traction of the cross-line, the beam may roll over and fall, resulting in damage to power equipment, short-circuit failure, loss of busbar voltage, causing large-scale power outages, and may also injure nearby people. cause personal injury or death.

发明内容SUMMARY OF THE INVENTION

本发明为克服上述现有技术所述的变电站构架横梁容易侧翻的缺陷,提供一种变电站构架横梁加固装置。The present invention provides a substation frame beam reinforcement device in order to overcome the defect that the substation frame beam easily rolls over as described in the prior art.

为解决上述技术问题,本发明的技术方案如下:For solving the above-mentioned technical problems, the technical scheme of the present invention is as follows:

一种变电站构架横梁加固装置,包括4个相同的构件,其中,每个构件包括第一支柱、第二支柱、第一横梁、第二横梁,第一支柱的一端与第一横梁的一端垂直连接,第二横梁的一端与第一支柱的中部垂直连接,第二支柱的两端分别与第一横梁的另一端、第二横梁的另一端连接;各个构件中的第一支柱分别与待加固的变电站构架A型立柱的侧边固定,各个构件中的第一横梁、第二横梁分别与待加固的变电站构架横梁的侧边固定,且相邻的构件之间相互连接设置。A substation frame beam reinforcement device, comprising four identical components, wherein each component includes a first column, a second column, a first beam, and a second beam, and one end of the first column is vertically connected to one end of the first beam , one end of the second beam is vertically connected with the middle of the first column, and the two ends of the second column are respectively connected with the other end of the first beam and the other end of the second beam; the first column in each component is respectively connected with the to-be-reinforced The sides of the A-type column of the substation frame are fixed, the first beam and the second beam in each component are respectively fixed to the sides of the beam of the substation frame to be reinforced, and adjacent components are connected to each other.

本技术方案中,第一支柱、第二支柱、第一横梁、第二横梁组成构件,构件设置在待加固的变电站构架横梁的侧面及与其相对设置的另一侧面上,构件之间互相连接设置,组成变电站构架横梁加固装置。具体地,各个构件中的第一支柱分别与待加固的变电站构架A型立柱的一侧边固定,用于将构件整体固定在A型立柱上;各个构件中的第一横梁、第二横梁分别与待加固的变电站构架横梁同一侧面的两侧边固定,用于对横梁起加固作用,且第二横梁设置在A型立柱与横梁之间的对接焊缝位置,能够更好地对横梁起加固作用;相邻构件之间采用螺母和螺杆活动连接,或采用角钢焊接连接,实现变电站构架横梁加固装置构件之间相互连接设置。In this technical solution, the first pillar, the second pillar, the first beam, and the second beam constitute components, and the components are arranged on the side of the substation frame beam to be reinforced and the other side opposite to it, and the components are connected to each other. , constitute the substation frame beam reinforcement device. Specifically, the first pillars in each component are respectively fixed to one side of the A-type column of the substation frame to be reinforced, so as to fix the component on the A-type column as a whole; the first beam and the second beam in each component are respectively It is fixed on both sides of the same side as the beam of the substation frame to be reinforced to reinforce the beam, and the second beam is arranged at the butt weld between the A-type column and the beam, which can better strengthen the beam. Function; the adjacent components are connected by nuts and screws, or welded by angle steel, so as to realize the mutual connection between the components of the substation frame beam reinforcement device.

优选地,第一支柱、第二支柱、第一横梁、第二横梁为L型角钢。Preferably, the first pillar, the second pillar, the first beam, and the second beam are L-shaped angle steel.

优选地,各个构件中第一支柱上开设有若干空孔,其中,设置在待加固的变电站构架A型立柱一侧面的两个相邻的第一支柱通过其开设的空孔采用螺杆和螺母连接,设置在待加固的变电站构架A型立柱另一侧面的两个相邻的第一支柱通过其开设的空孔采用螺杆和螺母连接。Preferably, a plurality of holes are opened on the first pillars in each component, wherein, two adjacent first pillars arranged on one side of the A-type column of the substation frame to be reinforced are connected through the holes opened by screws and nuts. , the two adjacent first pillars arranged on the other side of the A-type pillars of the substation frame to be reinforced are connected by screws and nuts through the holes opened therein.

优选地,各个构件中的第一横梁、第二横梁上开设有若干空孔,其中,设置在待加固的变电站构架横梁一侧面的第一横梁、第二横梁与设置在横梁另一侧面的第一横梁、第二横梁通过其开设的空孔采用螺杆和螺母连接。Preferably, a number of holes are opened on the first beam and the second beam in each component, wherein the first beam and the second beam arranged on one side of the beam of the substation frame to be reinforced and the first beam and the second beam arranged on the other side of the beam The first beam and the second beam are connected by screws and nuts through the hollow holes opened therein.

优选地,构件还包括斜撑梁,斜撑梁的一端与第二横梁的另一端连接,斜撑梁的另一端与第一支柱的另一端连接。Preferably, the component further comprises a diagonal bracing beam, one end of the diagonal bracing beam is connected with the other end of the second transverse beam, and the other end of the diagonal bracing beam is connected with the other end of the first pillar.

优选地,各个构件中的斜撑梁上开设有若干空孔,其中,设置在待加固的变电站构架A型立柱横梁承台一侧面的斜撑梁与设置在A型立柱横梁承台另一侧面的斜撑梁通过其开设的空孔采用螺杆和螺母连接。Preferably, the diagonal brace beams in each component are provided with a number of empty holes, wherein the diagonal brace beams arranged on one side of the A-type column cross beam cap of the substation frame to be reinforced and the diagonal brace arranged on the other side of the A-type column cross beam cap platform The diagonal bracing beam is connected by a screw and a nut through its opening.

优选地,构件整体覆盖设置有热镀锌层。Preferably, the entire component is covered with a hot-dip galvanized layer.

优选地,构件通过接电线与待固定的变电站构架接地网连接。Preferably, the components are connected to the substation frame grounding grid to be fixed by means of connecting wires.

优选地,第一横梁与第二横梁之间垂直设置有第三支柱。Preferably, a third pillar is vertically arranged between the first beam and the second beam.

优选地,构件中各部件之间采用焊接连接。Preferably, the components in the component are connected by welding.

与现有技术相比,本发明技术方案的有益效果是:由第一支柱、第二支柱、第一横梁、第二横梁组成的构件组合安装在变电站A型立柱和横梁连接位置,互相连接的构件通过第一支柱与A型立柱固定,并对横梁起架起固定作用,能够有效避免变电站构架横梁侧翻。Compared with the prior art, the beneficial effect of the technical solution of the present invention is that the components composed of the first pillar, the second pillar, the first beam and the second beam are combined and installed at the connection position of the A-type column and the beam of the substation, and the connected The component is fixed with the A-type column through the first column, and plays a fixed role in the lifting of the beam, which can effectively prevent the beam of the substation frame from rolling over.

附图说明Description of drawings

图1为实施例1的一种变电站构架横梁加固装置的结构示意图。FIG. 1 is a schematic structural diagram of a substation frame beam reinforcement device according to Embodiment 1. FIG.

图2为实施例2的一种变电站构架横梁加固装置的结构示意图。FIG. 2 is a schematic structural diagram of a substation frame beam reinforcement device according to Embodiment 2. FIG.

图3为实施例2的一种变电站构架横梁加固装置的使用示意图。FIG. 3 is a schematic diagram of the use of a substation frame beam reinforcement device according to Embodiment 2. FIG.

具体实施方式Detailed ways

附图仅用于示例性说明,不能理解为对本专利的限制;The accompanying drawings are for illustrative purposes only, and should not be construed as limitations on this patent;

为了更好说明本实施例,附图某些部件会有省略、放大或缩小,并不代表实际产品的尺寸;In order to better illustrate this embodiment, some parts of the drawings are omitted, enlarged or reduced, which do not represent the size of the actual product;

对于本领域技术人员来说,附图中某些公知结构及其说明可能省略是可以理解的。It will be understood by those skilled in the art that some well-known structures and their descriptions may be omitted from the drawings.

下面结合附图和实施例对本发明的技术方案做进一步的说明。The technical solutions of the present invention will be further described below with reference to the accompanying drawings and embodiments.

实施例1Example 1

本实施例提出的一种变电站构架横梁加固装置,如图1所示,为本实施例的一种变电站构架横梁加固装置的结构示意图。As shown in FIG. 1 , a device for reinforcing a beam of a substation frame proposed in this embodiment is a schematic structural diagram of a device for reinforcing a beam of a substation frame in this embodiment.

本实施例提出的一种变电站构架横梁加固装置中,包括相同的构件A、构件B、构件C、构件D,其中,每个构件包括第一支柱11、第二支柱12、第一横梁21、第二横梁22,第一支柱11的一端与第一横梁21的一端垂直连接,第二横梁21的一端与第一支柱11的中部垂直连接,第二支柱12的两端分别与第一横梁21的另一端、第二横梁22的另一端连接。A substation frame beam reinforcement device proposed in this embodiment includes the same component A, component B, component C, and component D, wherein each component includes a first column 11, a second column 12, a first beam 21, For the second beam 22 , one end of the first column 11 is vertically connected to one end of the first beam 21 , one end of the second beam 21 is vertically connected to the middle of the first column 11 , and both ends of the second column 12 are respectively connected to the first beam 21 The other end of the second beam 22 is connected.

本实施例中,第一支柱11、第二支柱12、第一横梁21、第二横梁22为经过热镀锌防腐处理的L型角钢,且第一支柱11、第二支柱12、第三支柱13、第一横梁21、第二横梁22之间采用焊接连接。In this embodiment, the first pillar 11 , the second pillar 12 , the first cross beam 21 , and the second cross beam 22 are L-shaped angles that have undergone hot-dip galvanizing anti-corrosion treatment, and the first pillar 11 , the second pillar 12 , and the third pillar 13. The first beam 21 and the second beam 22 are connected by welding.

本实施例中,各个构件中第一支柱11上开设有若干空孔,其中,设置在待加固的变电站构架A型立柱一侧面的两个相邻的构件A、构件B中对应的第一支柱11通过其开设的空孔采用螺杆和螺母连接,设置在待加固的变电站构架A型立柱另一侧面的两个相邻的构件C、构件D中对应的第一支柱11通过其开设的空孔采用螺杆和螺母连接,构件A第一支柱11的另一端与构件D第一支柱11的另一端通过其分别开设的空孔采用螺杆和螺母连接,构件B第一支柱11的另一端与构件C第一支柱的另一端通过其分别开设的空孔采用螺杆和螺母连接。In this embodiment, the first pillars 11 in each component are provided with a number of holes, wherein the corresponding first pillars in the two adjacent components A and B arranged on one side of the A-type column of the substation frame to be reinforced 11 The holes opened by it are connected by screws and nuts, and the holes opened by the corresponding first pillars 11 in the two adjacent components C and component D on the other side of the A-type column of the substation frame to be reinforced. A screw and a nut are used for connection, the other end of the first column 11 of component A and the other end of the first column 11 of component D are connected by a screw and a nut through the holes respectively opened, and the other end of the first column 11 of component B is connected to the component C The other end of the first strut is connected by a screw rod and a nut through the holes respectively opened therein.

本实施例中,各个构件中的第一横梁21、第二横梁22上开设有若干空孔,其中,设置在待加固的变电站构架横梁一侧面的构件A中的第一横梁21、第二横梁22与设置在横梁另一侧面的构件D中的第一横梁21、第二横梁22通过其开设的空孔采用螺杆和螺母连接,设置在待加固的变电站构架横梁一侧面的构件B中的第一横梁21、第二横梁22与设置在横梁另一侧面的构件C中的第一横梁21、第二横梁22通过其开设的空孔采用螺杆和螺母连接。In this embodiment, the first beam 21 and the second beam 22 in each component are provided with a number of holes, wherein the first beam 21 and the second beam are arranged in the component A on one side of the beam of the substation frame to be reinforced. 22 is connected with the first beam 21 and the second beam 22 in the member D on the other side of the beam through the holes opened by the screw rod and the nut, and the first beam 22 is arranged in the member B on one side of the beam of the substation frame to be reinforced. A cross beam 21 and a second cross beam 22 are connected with the first cross beam 21 and the second cross beam 22 provided in the member C on the other side of the cross beam through the holes opened therein by screws and nuts.

本实施例中,构件A、构件B、构件C、构件D分别通过接电线与待固定的变电站构架接地网连接。In this embodiment, component A, component B, component C, and component D are respectively connected to the grounding grid of the substation frame to be fixed through connecting wires.

在具体实施过程中,将由第一支柱11、第二支柱12、第一横梁21、第二横梁22焊接组成的构件A、构件B、构件C、构件D分别放置在待加固的变电站构架A型立柱与横梁连接位置,具体地,将各构件与待加固的变电站构架A型立柱的四侧边匹配放置,设置在待加固的变电站构架横梁一侧面的构件A、构件B中的第一横梁21分别与设置在横梁另一侧面的构件C、构件D中的第一横梁21采用螺母和螺杆旋紧连接,设置在待加固的变电站构架横梁一侧面的构件A、构件B中的第二横梁22分别与设置在横梁另一侧面的构件C、构件D中的第二横梁22采用螺母和螺杆旋紧连接,然后将构件A中的第一立柱11与构件B中的第一立柱11采用螺母和螺杆旋紧连接,将构件C中的第一立柱11与构件D中的第一立柱11采用螺母和螺杆旋紧连接,即完成本实施例的变电站构架横梁加固装置的安装。In the specific implementation process, the component A, component B, component C, and component D composed of welding of the first pillar 11, the second pillar 12, the first beam 21, and the second beam 22 are placed on the substation frame to be reinforced. The connection position of the column and the beam, specifically, each component is matched with the four sides of the A-type column of the substation frame to be reinforced, and the first beam 21 in the member A and member B on one side of the beam of the substation frame to be reinforced They are respectively connected with the first beam 21 in the member C and member D arranged on the other side of the beam by using nuts and screws, and the second beam 22 in the member A and member B arranged on one side of the beam of the substation frame to be reinforced The second beam 22 in the member C and member D arranged on the other side of the beam are respectively connected by nuts and screws, and then the first column 11 in the member A and the first column 11 in the member B are connected with nuts and bolts. Screw tightening connection, the first column 11 in the component C and the first column 11 in the component D are tightened and connected with nuts and screws, that is, the installation of the substation frame beam reinforcement device of this embodiment is completed.

本实施例中,由构件A、构件B、构件C、构件D组装构成的变电站构架横梁加固装置对变电站构架中A型立柱与横梁连接位置起加固作用,避免变电站构架横梁侧翻。In this embodiment, the substation frame beam reinforcement device assembled by the component A, the component B, the component C, and the component D reinforces the connection position of the A-type column and the beam in the substation frame, so as to prevent the substation frame beam from rolling over.

实施例2Example 2

本实施例提出的一种变电站构架横梁加固装置,如图2所示,为本实施例的一种变电站构架横梁加固装置的结构示意图。As shown in FIG. 2 , a device for reinforcing a beam of a substation frame proposed in this embodiment is a schematic structural diagram of a device for reinforcing a beam of a substation frame in this embodiment.

本实施例提出的一种变电站构架横梁加固装置中,包括相同的构件A、构件B、构件C、构件D,其中,每个构件包括第一支柱11、第二支柱12、第三支柱13、第一横梁21、第二横梁22,第一支柱11的一端与第一横梁21的一端垂直连接,第二横梁21的一端与第一支柱11的中部垂直连接,第二支柱12的两端分别与第一横梁21的另一端、第二横梁22的另一端连接,第三支柱13的两端设置在第一横梁21与第二横梁22之间,且第三支柱13与第一横梁21、第二横梁22垂直连接。A substation frame beam reinforcement device proposed in this embodiment includes the same component A, component B, component C, and component D, wherein each component includes a first column 11, a second column 12, a third column 13, The first beam 21 and the second beam 22, one end of the first column 11 is vertically connected to one end of the first beam 21, one end of the second beam 21 is vertically connected to the middle of the first column 11, and two ends of the second column 12 are respectively Connected with the other end of the first beam 21 and the other end of the second beam 22, the two ends of the third column 13 are arranged between the first beam 21 and the second beam 22, and the third column 13 is connected to the first beam 21, The second beams 22 are connected vertically.

本实施例中,各个构件中第一支柱11上开设有若干空孔,其中,设置在待加固的变电站构架A型立柱一侧面的两个相邻的构件A、构件B中对应的第一支柱11通过其开设的空孔采用螺杆和螺母连接,设置在待加固的变电站构架A型立柱另一侧面的两个相邻的构件C、构件D中对应的第一支柱11通过其开设的空孔采用螺杆和螺母连接,构件A第一支柱11的另一端与构件D第一支柱11的另一端通过其分别开设的空孔采用螺杆和螺母连接,构件B第一支柱11的另一端与构件C第一支柱的另一端通过其分别开设的空孔采用螺杆和螺母连接。In this embodiment, the first pillars 11 in each component are provided with a number of holes, wherein the corresponding first pillars in the two adjacent components A and B arranged on one side of the A-type column of the substation frame to be reinforced 11 The holes opened by it are connected by screws and nuts, and the holes opened by the corresponding first pillars 11 in the two adjacent components C and component D on the other side of the A-type column of the substation frame to be reinforced. A screw and a nut are used for connection, the other end of the first column 11 of component A and the other end of the first column 11 of component D are connected by a screw and a nut through the holes respectively opened, and the other end of the first column 11 of component B is connected to the component C The other end of the first strut is connected by a screw rod and a nut through the holes respectively opened therein.

各个构件中的第一横梁21、第二横梁22上开设有若干空孔,其中,设置在待加固的变电站构架横梁一侧面的构件A中的第一横梁21、第二横梁22与设置在横梁另一侧面的构件D中的第一横梁21、第二横梁22通过其开设的空孔采用螺杆和螺母连接,设置在待加固的变电站构架横梁一侧面的构件B中的第一横梁21、第二横梁22与设置在横梁另一侧面的构件C中的第一横梁21、第二横梁22通过其开设的空孔采用螺杆和螺母连接。The first cross beam 21 and the second cross beam 22 in each component are provided with a number of holes, wherein the first cross beam 21 and the second cross beam 22 in the component A on one side of the cross beam of the substation frame to be reinforced are connected to the cross beam. The first beam 21 and the second beam 22 in the member D on the other side are connected by screws and nuts through the holes opened by them, and the first beam 21 and the second beam 22 in the member B on one side of the substation frame beam to be reinforced The two cross beams 22 are connected with the first cross beam 21 and the second cross beam 22 arranged in the member C on the other side of the cross beam through the holes opened by the screws and nuts.

本实施例中,第一支柱11、第二支柱12、第三支柱13、第一横梁21、第二横梁22为经过热镀锌防腐处理的L型角钢,且第一支柱11、第二支柱12、第三支柱13、第一横梁21、第二横梁22之间采用焊接连接。In this embodiment, the first pillar 11 , the second pillar 12 , the third pillar 13 , the first cross beam 21 , and the second cross beam 22 are L-shaped angle steels that have undergone hot-dip galvanizing anticorrosion treatment, and the first pillar 11 , the second pillar 12. The third pillar 13 , the first beam 21 and the second beam 22 are connected by welding.

本实施例中,构件A、构件B、构件C、构件D分别通过接电线与待固定的变电站构架接地网连接。In this embodiment, component A, component B, component C, and component D are respectively connected to the grounding grid of the substation frame to be fixed through connecting wires.

本实施例中,各个构件还设置有斜撑梁31,斜撑梁31的一端与第二横梁22的另一端连接,斜撑梁31的另一端与第一支柱11的另一端连接,从而组成三角形结构,组成更牢靠的构件结构。各个构件中的斜撑梁31上开设有3个空孔,其中,设置在待加固的变电站构架A型立柱横梁承台一侧面的斜撑梁31与设置在A型立柱横梁承台另一侧面的斜撑梁31通过其开设的空孔采用螺杆和螺母连接。In this embodiment, each component is also provided with a diagonal bracing beam 31, one end of the diagonal bracing beam 31 is connected with the other end of the second beam 22, and the other end of the diagonal bracing beam 31 is connected with the other end of the first pillar 11, thereby forming The triangular structure forms a more reliable component structure. The diagonal brace beams 31 in each component are provided with 3 empty holes, wherein, the diagonal brace beams 31 arranged on one side of the A-type column beam cap of the substation frame to be reinforced and the diagonal brace beam 31 arranged on the other side of the A-type column beam cap platform. The diagonal bracing beam 31 is connected by a screw and a nut through the hole opened therein.

在具体实施过程中,将各构件与待加固的变电站构架A型立柱的四侧边匹配放置,设置在待加固的变电站构架横梁一侧面的构件A、构件B中的第一横梁21分别与设置在横梁另一侧面的构件C、构件D中的第一横梁21采用螺母和螺杆旋紧连接,设置在待加固的变电站构架横梁一侧面的构件A、构件B中的第二横梁22分别与设置在横梁另一侧面的构件C、构件D中的第二横梁22采用螺母和螺杆旋紧连接,然后将构件A中的第一立柱11与构件B中的第一立柱11采用螺母和螺杆旋紧连接,将构件C中的第一立柱11与构件D中的第一立柱11采用螺母和螺杆旋紧连接,将构件A的斜撑梁31与构件D的斜撑梁31采用螺母和螺杆旋紧连接,将构件B的斜撑梁31与构件C的斜撑梁31采用螺母和螺杆旋紧连接,即完成本实施例的变电站构架横梁加固装置的安装。In the specific implementation process, each component is matched with the four sides of the A-type column of the substation frame to be reinforced. The first beam 21 in the member C and member D on the other side of the beam is connected by nuts and screws, and the second beam 22 in the member A and member B arranged on one side of the beam of the substation frame to be reinforced The second beam 22 in member C and member D on the other side of the beam are connected by nuts and screws, and then the first column 11 in member A and the first column 11 in member B are screwed with nuts and screws Connection, the first column 11 in component C and the first column 11 in component D are connected by nuts and screws, and the diagonal brace 31 of component A and the diagonal brace 31 of component D are tightened with nuts and screws To connect, the diagonal bracing beam 31 of component B and the diagonal bracing beam 31 of component C are connected by nuts and screws, and the installation of the substation frame beam reinforcement device of this embodiment is completed.

如图3所示,为本实施例的变电站构架横梁加固装置的使用状态示意图。As shown in FIG. 3 , it is a schematic diagram of the use state of the substation frame beam reinforcement device of the present embodiment.

本实施例中,完成安装组合的固定装置中的斜撑梁31对A型立柱横梁承台包覆设置,能够有效提高变电站构架横梁加固装置对变电站构架的加固效果;增设的第三支柱13经过第二横梁22与斜撑梁31焊接固定,能够对构件整体进行加固,使构件整体不易发生形变。In this embodiment, the oblique brace beams 31 in the fixing device of the installation and combination are arranged to cover the A-type column beam caps, which can effectively improve the reinforcement effect of the substation frame beam reinforcement device on the substation frame; the added third column 13 passes through The second cross beam 22 is welded and fixed to the diagonal brace beam 31 , which can reinforce the entire component, so that the entire component is not easily deformed.

相同或相似的标号对应相同或相似的部件;The same or similar reference numbers correspond to the same or similar parts;

附图中描述位置关系的用语仅用于示例性说明,不能理解为对本专利的限制;The terms describing the positional relationship in the accompanying drawings are only used for exemplary illustration, and should not be construed as a limitation on this patent;

显然,本发明的上述实施例仅仅是为清楚地说明本发明所作的举例,而并非是对本发明的实施方式的限定。对于所属领域的普通技术人员来说,在上述说明的基础上还可以做出其它不同形式的变化或变动。这里无需也无法对所有的实施方式予以穷举。凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明权利要求的保护范围之内。Obviously, the above-mentioned embodiments of the present invention are only examples for clearly illustrating the present invention, rather than limiting the embodiments of the present invention. For those of ordinary skill in the art, changes or modifications in other different forms can also be made on the basis of the above description. There is no need and cannot be exhaustive of all implementations here. Any modifications, equivalent replacements and improvements made within the spirit and principle of the present invention shall be included within the protection scope of the claims of the present invention.

Claims (10)

1.一种变电站构架横梁加固装置,其特征在于:包括4个相同的构件,其中,每个所述构件包括第一支柱(11)、第二支柱(12)、第一横梁(21)、第二横梁(22),所述第一支柱(11)的一端与第一横梁(21)的一端垂直连接,所述第二横梁(22)的一端与所述第一支柱(11)的中部垂直连接,所述第二支柱(12)的两端分别与所述第一横梁(21)的另一端、第二横梁(22)的另一端连接;各个所述构件中的第一支柱(11)分别与待加固的变电站构架A型立柱的侧边固定,各个所述构件中的第一横梁(21)、第二横梁(22)分别与待加固的变电站构架横梁的侧边固定,且相邻的所述构件之间相互连接设置。1. A substation frame beam reinforcement device, characterized in that it comprises four identical components, wherein each of the components comprises a first column (11), a second column (12), a first beam (21), A second beam (22), one end of the first column (11) is vertically connected to one end of the first beam (21), and one end of the second beam (22) is connected to the middle of the first column (11) vertical connection, the two ends of the second pillar (12) are respectively connected with the other end of the first beam (21) and the other end of the second beam (22); the first pillar (11) in each of the components ) are respectively fixed with the side of the A-type column of the substation frame to be reinforced, and the first beam (21) and the second beam (22) in each of the components are respectively fixed with the side of the beam of the substation frame to be reinforced, and are relative to each other. The adjacent components are connected to each other. 2.根据权利要求1所述的变电站构架横梁加固装置,其特征在于:所述第一支柱(11)、第二支柱(12)、第一横梁(21)、第二横梁(22)为L型角钢。2. The substation frame beam reinforcement device according to claim 1, characterized in that: the first column (11), the second column (12), the first beam (21), and the second beam (22) are L Angle steel. 3.根据权利要求2所述的变电站构架横梁加固装置,其特征在于:各个所述构件中第一支柱(11)上开设有若干空孔,其中,设置在待加固的变电站构架A型立柱一侧面的两个相邻的所述第一支柱(11)通过其开设的空孔采用螺杆和螺母连接,设置在待加固的变电站构架A型立柱另一侧面的两个相邻的所述第一支柱(11)通过其开设的空孔采用螺杆和螺母连接。3. The substation frame beam reinforcement device according to claim 2, characterized in that: a plurality of holes are opened on the first pillar (11) in each of the components, wherein, the first column (11) of the substation frame to be reinforced is arranged on the first column The two adjacent first pillars (11) on the side are connected by screws and nuts through the holes opened therein, and are arranged on the two adjacent first pillars (11) on the other side of the A-type pillar of the substation frame to be reinforced. The post (11) is connected by a screw rod and a nut through the hollow hole opened therein. 4.根据权利要求2所述的变电站构架横梁加固装置,其特征在于:各个所述构件中的第一横梁(21)、第二横梁(22)上开设有若干空孔,其中,设置在待加固的变电站构架横梁一侧面的第一横梁(21)、第二横梁(22)与设置在横梁另一侧面的第一横梁(21)、第二横梁(22)通过其开设的空孔采用螺杆和螺母连接。4. The substation frame beam reinforcement device according to claim 2, wherein the first beam (21) and the second beam (22) in each of the components are provided with a number of holes, wherein the The first beam (21) and the second beam (22) on one side of the beam of the reinforced substation frame and the first beam (21) and the second beam (22) arranged on the other side of the beam pass through the holes opened by screw rods. Connect with nut. 5.根据权利要求1所述的变电站构架横梁加固装置,其特征在于:所述构件还包括斜撑梁(31),所述斜撑梁(31)的一端与所述第二横梁(22)的另一端连接,所述斜撑梁(31)的另一端与所述第一支柱(11)的另一端连接。5. The substation frame beam reinforcement device according to claim 1, wherein the member further comprises a diagonal brace beam (31), one end of the diagonal brace beam (31) and the second beam (22) The other end of the diagonal bracing beam (31) is connected with the other end of the first pillar (11). 6.根据权利要求5所述的变电站构架横梁加固装置,其特征在于:各个所述构件中的斜撑梁(31)上开设有若干空孔,其中,设置在待加固的变电站构架A型立柱横梁承台一侧面的斜撑梁(31)与设置在A型立柱横梁承台另一侧面的斜撑梁(31)通过其开设的空孔采用螺杆和螺母连接。6 . The substation frame beam reinforcement device according to claim 5 , characterized in that: the diagonal brace beams ( 31 ) in each of the components are provided with a number of empty holes, wherein the A-type uprights of the substation frame to be reinforced are provided. 7 . The diagonal bracing beam (31) on one side of the cross beam cap and the diagonal bracing beam (31) arranged on the other side of the A-type column cross beam cap are connected by screws and nuts through the holes opened therein. 7.根据权利要求1~6任一项所述的变电站构架横梁加固装置,其特征在于:所述构件整体覆盖设置有热镀锌层。7. The substation frame beam reinforcement device according to any one of claims 1 to 6, wherein the whole of the component is covered with a hot-dip galvanized layer. 8.根据权利要求7所述的变电站构架横梁加固装置,其特征在于:所述构件通过接电线与待固定的变电站构架接地网连接。8. The substation frame beam reinforcement device according to claim 7, wherein the components are connected to the substation frame grounding grid to be fixed by connecting wires. 9.根据权利要求7所述的变电站构架横梁加固装置,其特征在于:所述第一横梁(21)与第二横梁(22)之间垂直设置有第三支柱(13)。9. The substation frame beam reinforcement device according to claim 7, characterized in that: a third column (13) is vertically arranged between the first beam (21) and the second beam (22). 10.根据权利要求7所述的变电站构架横梁加固装置,其特征在于:所述构件中各部件之间采用焊接连接。10. The substation frame beam reinforcement device according to claim 7, wherein the components in the components are connected by welding.
CN202010114674.XA 2020-02-25 2020-02-25 Transformer substation's framework crossbeam reinforcing apparatus Pending CN111262136A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116927558A (en) * 2023-05-31 2023-10-24 江苏科能电力工程咨询有限公司 Transformer substation framework beam and transformer substation framework

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103266567A (en) * 2013-04-28 2013-08-28 中国五冶集团有限公司 Steel truss cantilever support and implementation method thereof
CN107100364A (en) * 2017-04-27 2017-08-29 中国十七冶集团有限公司 A kind of Long-span Cantilever stay in place form support system and its construction method
CN208884705U (en) * 2018-09-05 2019-05-21 青建集团股份公司 A kind of building girder steel fixing device for installing
CN211579197U (en) * 2020-02-25 2020-09-25 广东电网有限责任公司 A kind of substation frame beam reinforcement device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103266567A (en) * 2013-04-28 2013-08-28 中国五冶集团有限公司 Steel truss cantilever support and implementation method thereof
CN107100364A (en) * 2017-04-27 2017-08-29 中国十七冶集团有限公司 A kind of Long-span Cantilever stay in place form support system and its construction method
CN208884705U (en) * 2018-09-05 2019-05-21 青建集团股份公司 A kind of building girder steel fixing device for installing
CN211579197U (en) * 2020-02-25 2020-09-25 广东电网有限责任公司 A kind of substation frame beam reinforcement device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116927558A (en) * 2023-05-31 2023-10-24 江苏科能电力工程咨询有限公司 Transformer substation framework beam and transformer substation framework

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Application publication date: 20200609