CN211597054U - Sundial type power transformation steel framework - Google Patents

Sundial type power transformation steel framework Download PDF

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CN211597054U
CN211597054U CN201921702318.9U CN201921702318U CN211597054U CN 211597054 U CN211597054 U CN 211597054U CN 201921702318 U CN201921702318 U CN 201921702318U CN 211597054 U CN211597054 U CN 211597054U
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frame
outlet node
column
framework
sundial
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陈安英
潘剑峰
完海鹰
谈成龙
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Hefei University of Technology
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Abstract

本实用新型提供一种日晷式变电钢构架,涉及钢结构建筑领域。传统的变电构架采用“水平一字型”的结构,占地面积较大,在实际建筑过程中,由于占地面积大,导致征地面积大,从而极大的增加了建筑成本。本实用新型通过提供一种日晷式变电钢构架,通过弧形构架梁的设计,实现“空间一字型”的效果,在保证安全范围的前提下,将原先水平方向的跨度转化成空间方向的高度,大大减小了占地面积,从而降低了建筑成本。

Figure 201921702318

The utility model provides a sundial-type substation steel frame, which relates to the field of steel structure buildings. The traditional substation structure adopts a "horizontal inline" structure, which covers a large area. In the actual construction process, due to the large area, the land acquisition area is large, which greatly increases the construction cost. The utility model provides a sundial-type substation steel frame, and through the design of the arc frame beam, realizes the effect of "space in-line shape", and under the premise of ensuring the safety range, the original horizontal direction span is converted into the space direction The height greatly reduces the floor space, thereby reducing the construction cost.

Figure 201921702318

Description

日晷式变电钢构架Sundial substation steel frame

技术领域technical field

本实用新型涉及钢结构建筑领域,具体涉及一种日晷式变电钢构架。The utility model relates to the field of steel structure buildings, in particular to a sundial type substation steel frame.

背景技术Background technique

随着中国电力事业的发展,基本实现了电力全覆盖,传统变电构架技术已经成熟并得到了广泛应用。With the development of China's electric power industry, the full coverage of electric power has been basically achieved, and the traditional substation architecture technology has matured and been widely used.

传统110kV户外GIS配电装置,钢架结构架空出线的方式一般采用“水平一字型”。The traditional 110kV outdoor GIS power distribution device, the steel frame structure overhead outlet generally adopts the "horizontal inline".

但是这种钢架结构占地面积大,实际应用时土地资源的利用度较低,相对应的工程项目征地费用及变电站相关的土建费用都较高。However, this kind of steel frame structure occupies a large area, and the utilization of land resources is low in practical application, and the corresponding land acquisition cost of the engineering project and the civil construction cost related to the substation are relatively high.

发明内容SUMMARY OF THE INVENTION

(一)解决的技术问题(1) Technical problems solved

针对现有技术的不足,本实用新型提供了一种日晷式变电钢构架,解决了传统变电构架占地面积大的问题。Aiming at the deficiencies of the prior art, the utility model provides a sundial-type substation steel frame, which solves the problem that the traditional substation frame occupies a large area.

(二)技术方案(2) Technical solutions

为实现以上目的,本实用新型通过以下技术方案予以实现:In order to achieve the above purpose, the present invention is realized through the following technical solutions:

一种日晷式变电钢构架,所述日晷式变电钢构架包括:A sundial-type substation steel frame, the sundial-type substation steel frame comprising:

构架柱,所述构架柱具有两根,两根所述构架柱构成一与地面呈夹角的参照面;a frame column, the frame column has two, and the two frame columns form a reference plane that forms an angle with the ground;

构架梁,所述构架梁位于两根所述构架柱之间,且,所述构架梁包括:A frame beam, the frame beam is located between the two frame columns, and the frame beam comprises:

第一构架梁,所述第一构架梁沿所述参照面一侧具有弧度,且,所述第一构架梁水平设置;a first frame beam, the first frame beam has an arc along one side of the reference surface, and the first frame beam is arranged horizontally;

第二构架梁,所述第二构架梁水平设置,且,所述第二构架梁位于所述第一构架梁下侧;a second frame beam, the second frame beam is arranged horizontally, and the second frame beam is located on the lower side of the first frame beam;

第三构架梁,所述第三构架梁沿所述参照面另一侧具有弧度,所述第三构架梁水平设置,且,所述第三构架梁位于所述第二构架梁下侧;a third frame beam, the third frame beam has an arc along the other side of the reference surface, the third frame beam is horizontally arranged, and the third frame beam is located on the lower side of the second frame beam;

所述日晷式变电钢构架还包括:The sundial-type substation steel frame also includes:

出线节点,所述出线节点位于所述构架梁。an outlet node, the outlet node is located on the frame beam.

优选的,所述日晷式变电钢构架还包括:Preferably, the sundial-type substation steel frame further includes:

斜撑柱,所述斜撑柱一端部与所述构架柱相连,所述斜撑柱另一端部固定于地面;a diagonal bracing column, one end of the diagonal bracing column is connected with the frame column, and the other end of the diagonal bracing column is fixed on the ground;

其中两根所述构架柱分别设有所述斜撑柱。Two of the frame columns are respectively provided with the diagonal struts.

优选的,所述日晷式变电钢构架还包括:Preferably, the sundial-type substation steel frame further includes:

支撑梁,所述支撑梁位于两根所述构架柱中间,且,所述支撑梁一端部与所述第一构架梁连接,中部与所述第二构架梁连接,另一端部与所述第三构架梁连接。A support beam, the support beam is located in the middle of the two frame columns, and one end of the support beam is connected with the first frame beam, the middle part is connected with the second frame beam, and the other end is connected with the first frame beam Three frame beam connections.

优选的,所述日晷式变电钢构架还包括:Preferably, the sundial-type substation steel frame further includes:

地线柱,所述地线柱位于所述构架柱顶端部。and a grounding column, the grounding column is located at the top end of the frame column.

优选的,所述出线节点包括:Preferably, the outgoing node includes:

第一出线节点,所述第一出线节点位于所述第一构架梁;a first outlet node, the first outlet node is located on the first frame beam;

第二出线节点,所述第二出线节点位于所述第一构架梁,其中所述第二出线节点与所述第一出线节点沿所述支撑梁对称分布;a second outlet node, the second outlet node is located on the first frame beam, wherein the second outlet node and the first outlet node are symmetrically distributed along the support beam;

第三出线节点,所述第三出线节点位于所述第二构架梁;a third outlet node, the third outlet node is located on the second frame beam;

第四出线节点,所述第四出线节点位于所述第二构架梁,其中,所述第四出线节点与所述第三出线节点沿所述支撑梁对称分布;a fourth outlet node, the fourth outlet node is located on the second frame beam, wherein the fourth outlet node and the third outlet node are symmetrically distributed along the support beam;

第五出线节点,所述第五出线节点位于所述第三构架梁;a fifth outlet node, the fifth outlet node is located on the third frame beam;

第六出线节点,所述第六出线节点位于所述第三构架梁,其中,所述第六出线节点与所述第五出线节点沿所述支撑梁对称分布。A sixth outlet node, the sixth outlet node is located on the third frame beam, wherein the sixth outlet node and the fifth outlet node are symmetrically distributed along the support beam.

优选的,所述斜撑柱包括:Preferably, the diagonal struts include:

第一斜撑柱,所述第一斜撑柱与所述构架柱连接处位于所述构架柱与所述第一构架梁交点,且,所述第一斜撑柱位于所述参照面一侧;A first diagonal bracing column, the connection between the first diagonal bracing column and the frame column is located at the intersection of the frame column and the first frame beam, and the first diagonal bracing column is located on one side of the reference surface ;

第二斜撑柱,所述第二斜撑柱与所述构架柱连接处位于所述构架柱与所述第二构架梁交点,且,所述第二斜撑柱位于所述参照面另一侧。The second diagonal bracing column, the connection between the second diagonal bracing column and the frame column is located at the intersection of the frame column and the second frame beam, and the second diagonal bracing column is located on the other side of the reference plane side.

(三)有益效果(3) Beneficial effects

本实用新型提供了一种日晷式变电钢构架。与现有技术相比,具备以下有益效果:The utility model provides a sundial type substation steel frame. Compared with the prior art, it has the following beneficial effects:

本实用新型提供的一种日晷式变电钢构架,通过弧形构架梁的设计,实现“空间一字型”的效果,在保证安全范围的前提下,将原先水平方向的跨度转化成空间方向的高度,大大减小了占地面积,从而降低了建筑成本。The utility model provides a sundial-type substation steel frame, through the design of the arc frame beam, realizes the effect of "space in-line shape", and under the premise of ensuring the safety range, the original horizontal direction span is transformed into the space direction The height greatly reduces the floor space, thereby reducing the construction cost.

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 embodiments of the present utility model or the technical solutions in the prior art, the following briefly introduces 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 just some embodiments of the present invention, and for those of ordinary skill in the art, other drawings can also be obtained from these drawings without creative effort.

图1为日晷式变电钢构架轴侧示意图;Figure 1 is a schematic diagram of the shaft side of the sundial-type substation steel frame;

图2为日晷式变电钢构架正视图;Figure 2 is a front view of the sundial substation steel frame;

图3为日晷式变电钢构架侧视图;Figure 3 is a side view of the sundial substation steel frame;

图4为日晷式变电钢构架俯视图;Figure 4 is a top view of the sundial-type substation steel frame;

其中,构架柱1、构架梁2、第一构架梁210、第二构架梁220、第三构架梁230、出线节点3、第一出线节点301、第二出线节点 302、第三出线节点303、第四出线节点304、第五出线节点305、第六出线节点306、斜撑柱4、支撑梁5以及地线柱6。Among them, frame column 1, frame beam 2, first frame beam 210, second frame beam 220, third frame beam 230, outlet node 3, first outlet node 301, second outlet node 302, third outlet node 303, The fourth outlet node 304 , the fifth outlet node 305 , the sixth outlet node 306 , the diagonal strut 4 , the support beam 5 and the ground column 6 .

具体实施方式Detailed ways

为使本实用新型实施例的目的、技术方案和优点更加清楚,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。In order to make the purpose, technical solutions and advantages of the embodiments of the present utility model clearer, the technical solutions in the embodiments of the present utility model are described clearly and completely. Obviously, the described embodiments are part of the embodiments of the present utility model, not All examples. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work fall within the protection scope of the present invention.

本申请实施例通过提供一种日晷式变电钢构架,解决了传统变电构架占地面积大问题。The embodiment of the present application solves the problem of a large area of a traditional substation by providing a sundial-type substation steel frame.

本申请实施例中的技术方案为解决上述技术问题,总体思路如下:The technical solutions in the embodiments of the present application are to solve the above-mentioned technical problems, and the general idea is as follows:

传统的变电构架采用“水平一字型”的结构,占地面积较大,在实际建筑过程中,由于占地面积大,导致征地面积大,从而极大的增加了建筑成本。本实用新型通过提供一种日晷式变电钢构架,通过弧形构架梁的设计,实现“空间一字型”的效果,在保证安全范围的前提下,将原先水平方向的跨度转化成空间方向的高度,大大减小了占地面积,从而降低了建筑成本。The traditional substation structure adopts a "horizontal inline" structure, which covers a large area. In the actual construction process, due to the large area, the land acquisition area is large, which greatly increases the construction cost. The utility model provides a sundial-type substation steel frame, and through the design of the arc frame beam, realizes the effect of "space in-line shape", and under the premise of ensuring the safety range, the original horizontal direction span is converted into the space direction The height greatly reduces the floor space, thereby reducing the construction cost.

为了更好的理解上述技术方案,下面将结合说明书附图以及具体的实施方式对上述技术方案进行详细的说明。In order to better understand the above technical solutions, the above technical solutions will be described in detail below with reference to the accompanying drawings and specific embodiments.

一种日晷式变电钢构架,如图1~4所示,日晷式变电钢构架包括构架柱1、构架梁2以及出线节点3;构架柱1具有两根,两根构架柱 1构成一与地面呈夹角的参照面;A sundial-type substation steel frame, as shown in Figures 1-4, the sundial-type substation steel frame includes a frame column 1, a frame beam 2 and an outlet node 3; the frame column 1 has two, and the two frame columns 1 form a A reference plane at an angle to the ground;

构架梁2位于两根构架柱1之间,并且构架梁2包括第一构架梁 210、第二构架梁220以及第三构架梁230;第一构架梁210沿参照面一侧具有弧度,并且第一构架梁210水平设置;第二构架梁220水平设置,并且第二构架梁220位于第一构架梁210下侧;第三构架梁230 沿参照面另一侧具有弧度,第三构架梁230水平设置,并且第三构架梁230位于第二构架梁220下侧;出线节点3位于构架梁2。The frame beam 2 is located between the two frame columns 1, and the frame beam 2 includes a first frame beam 210, a second frame beam 220 and a third frame beam 230; the first frame beam 210 has an arc along one side of the reference surface, and the first frame beam 210 A frame beam 210 is arranged horizontally; the second frame beam 220 is arranged horizontally, and the second frame beam 220 is located on the lower side of the first frame beam 210; the third frame beam 230 has a curvature along the other side of the reference plane, and the third frame beam 230 is horizontal The third frame beam 230 is located on the lower side of the second frame beam 220 ; the outlet node 3 is located at the frame beam 2 .

具体的,日晷式变电钢构架包括构架柱1、构架梁2以及出线节点 3;构架柱1一端部固定在地面,构架柱1具有两根,两根构架柱1构成与地面呈夹角的参照面,在两根构架柱1之间设有构架梁2,构架梁2两端部固定在两侧构架柱1上,固定时可以采用法兰与螺栓的形式进行固定;Specifically, the sundial substation steel frame includes a frame column 1, a frame beam 2 and an outlet node 3; one end of the frame column 1 is fixed on the ground, there are two frame columns 1, and the two frame columns 1 form an included angle with the ground. Referring to the reference plane, a frame beam 2 is arranged between the two frame columns 1, and both ends of the frame beam 2 are fixed on the frame columns 1 on both sides, and can be fixed in the form of flanges and bolts;

构架梁2包括第一构架梁210、第二构架梁220以及第三构架梁 230;第一构架梁210具有一定弧度,弧度的顶点方向朝向参照面的一侧,第一构架梁210水平设置;第二构架梁220设置在两根构架柱1 之间,无弯曲弧度,并且第二构架梁220位于第一构架梁210下侧;第三构架梁230具有一定弧度,弧度的顶点方向朝向参照面的另一侧,即第三构架梁230与第一构架梁210弯曲方向相反,第三构架梁230 水平设置,并且位于第二构架梁220下侧。The frame beam 2 includes a first frame beam 210, a second frame beam 220 and a third frame beam 230; the first frame beam 210 has a certain radian, and the apex direction of the radian faces one side of the reference plane, and the first frame beam 210 is arranged horizontally; The second frame beam 220 is arranged between the two frame columns 1 without a bending arc, and the second frame beam 220 is located on the lower side of the first frame beam 210; the third frame beam 230 has a certain arc, and the apex direction of the arc faces the reference plane The other side of the frame beam 230 is opposite to the bending direction of the first frame beam 210 .

在构架梁2设有多个出线节点3,出线节点3的设置满足安全需求。The frame beam 2 is provided with a plurality of outgoing nodes 3, and the setting of the outgoing nodes 3 meets the safety requirements.

本实施例中,通过弧形构架梁2的设计,实现“空间一字型”的效果,在保证安全范围的前提下,将原先水平方向的跨度转化成空间方向的高度,大大减小了占地面积,从而降低了建筑成本。In this embodiment, through the design of the arc-shaped frame beam 2, the effect of "space in-line" is realized. On the premise of ensuring the safety range, the original horizontal span is converted into the height in the space direction, which greatly reduces the occupation land area, thereby reducing construction costs.

一实施例中,日晷式变电钢构架还包括斜撑柱4;斜撑柱4一端部与构架柱1相连,斜撑柱4另一端部固定于地面;其中两根构架柱1 分别设有斜撑柱4。In one embodiment, the sundial-type substation steel frame further includes a diagonal brace 4; one end of the diagonal brace 4 is connected to the frame column 1, and the other end of the diagonal brace 4 is fixed on the ground; two of the frame posts 1 are respectively provided with Diagonal struts 4.

具体的,为了保证日晷式变电钢构架的稳定性,在构造柱1的基础上增设有斜撑柱4,斜撑柱4一端部与构架柱1相连,斜撑柱4另一端部固定于地面;并且两根构架柱1分别设有斜撑柱4。Specifically, in order to ensure the stability of the sundial substation steel frame, a diagonal brace 4 is added on the basis of the structural column 1. One end of the diagonal brace 4 is connected to the frame column 1, and the other end of the diagonal brace 4 is fixed on the The ground; and the two frame columns 1 are respectively provided with diagonal struts 4 .

本实施例中,通过设置斜向支撑的斜撑柱4,从而保证了日晷式变电钢构架的稳定性。In this embodiment, the diagonal braces 4 are provided for diagonal support, thereby ensuring the stability of the sundial-type substation steel frame.

一实施例中,日晷式变电钢构架还包括支撑梁5;支撑梁5位于两根构架柱1中间,并且支撑梁5一端部与第一构架梁210连接,中部与第二构架梁220连接,另一端部与第三构架梁230连接。In one embodiment, the sundial substation steel frame further includes a support beam 5; the support beam 5 is located between the two frame columns 1, and one end of the support beam 5 is connected to the first frame beam 210, and the middle part is connected to the second frame beam 220 , and the other end is connected with the third frame beam 230 .

具体的,在三根构架梁2中部设有支撑梁5,支撑梁5一端部与第一构架梁210连接,中部与第二构架梁220连接,另一端部与第三构架梁230连接;支撑梁5与构架梁2的连接方式可以选择为焊接固定。Specifically, a support beam 5 is arranged in the middle of the three frame beams 2, one end of the support beam 5 is connected with the first frame beam 210, the middle part is connected with the second frame beam 220, and the other end is connected with the third frame beam 230; the support beam 5. The connection method with the frame beam 2 can be selected as welding and fixing.

本实施例中,通过设置支撑梁5,使三根构架梁2具有良好的协同性,增加构架的稳定性。In this embodiment, by arranging the support beams 5, the three frame beams 2 have good synergy and increase the stability of the frame.

一实施例中,日晷式变电钢构架还包括地线柱6;地线柱6位于构架柱1顶端部。In one embodiment, the sundial-type substation steel frame further includes a ground wire column 6 ; the ground wire column 6 is located at the top end of the frame column 1 .

一实施例中,出线节点3包括第一出线节点301、第二出线节点302、第三出线节点303、第四出线节点304、第五出线节点305以及第六出线节点306;第一出线节点301位于第一构架梁210;第二出线节点302 位于第一构架梁210,其中第二出线节点302与第一出线节点301沿支撑梁5对称分布;In one embodiment, the outgoing node 3 includes a first outgoing node 301, a second outgoing node 302, a third outgoing node 303, a fourth outgoing node 304, a fifth outgoing node 305, and a sixth outgoing node 306; the first outgoing node 301 is located on the first frame beam 210; the second outlet node 302 is located at the first frame beam 210, wherein the second outlet node 302 and the first outlet node 301 are symmetrically distributed along the support beam 5;

第三出线节点303位于第二构架梁220;第四出线节点304位于第二构架梁220,其中,第四出线节点304与第三出线节点303沿支撑梁 5对称分布;The third outlet node 303 is located at the second frame beam 220; the fourth outlet node 304 is located at the second frame beam 220, wherein the fourth outlet node 304 and the third outlet node 303 are symmetrically distributed along the support beam 5;

第五出线节点305位于第三构架梁230;第六出线节点306位于第三构架梁230,其中,第六出线节点306与第五出线节点305沿支撑梁 5对称分布。The fifth outlet node 305 is located at the third frame beam 230; the sixth outlet node 306 is located at the third frame beam 230, wherein the sixth outlet node 306 and the fifth outlet node 305 are symmetrically distributed along the support beam 5.

一实施例中,斜撑柱4包括第一斜撑柱401以及第二斜撑柱402;第一斜撑柱401与构架柱1连接处位于构架柱1与第一构架梁210交点,并且第一斜撑柱401位于参照面一侧;第二斜撑柱402与构架柱1 连接处位于构架柱1与第二构架梁220交点,并且第二斜撑柱402位于参照面另一侧。In one embodiment, the diagonal bracing 4 includes a first diagonal bracing 401 and a second diagonal bracing 402; the connection between the first diagonal bracing 401 and the frame column 1 is located at the intersection of the frame column 1 and the first frame beam 210, and the first diagonal bracing A diagonal brace 401 is located on one side of the reference surface; the connection between the second diagonal brace 402 and the frame column 1 is located at the intersection of the frame column 1 and the second frame beam 220 , and the second diagonal brace 402 is located on the other side of the reference surface.

具体实施过程中,本实用新型提供一种在110kv电压下的具体实施方案,日晷式变电钢构架包括构架柱1、构架梁2、出线节点3斜撑柱4、支撑梁5以及地线柱6;构架柱1、构架梁2、斜撑柱4、支撑梁 5以及地线柱6采用Q345B、直径Φ245的空心钢管制作;In the specific implementation process, the utility model provides a specific implementation under the voltage of 110kv. The sundial substation steel frame includes a frame column 1, a frame beam 2, an outlet node 3, a diagonal support column 4, a support beam 5 and a ground column. 6; The frame column 1, the frame beam 2, the diagonal support column 4, the support beam 5 and the ground column 6 are made of hollow steel pipes with a diameter of Q345B and a diameter of Φ245;

构架柱1垂直固定在地面,构架柱1具有两根,两根构架柱1之间间距为9m,并且两根构架柱1构成与地面垂直的参照面,每根构架柱1分别设有第一斜撑柱401以及第二斜撑柱402;第一斜撑柱401 与构架柱1连接处位于构架柱1与第一构架梁210交点,并且第一斜撑柱401位于参照面一侧;第二斜撑柱402与构架柱1连接处位于构架柱1与第二构架梁220交点,并且第二斜撑柱402位于参照面另一侧;第一斜撑柱401与构架柱1地面端部水平距离为2.4m,第二斜撑柱402与构架柱1地面端部水平距离也为2.4m。The frame column 1 is vertically fixed on the ground, there are two frame columns 1, the distance between the two frame columns 1 is 9m, and the two frame columns 1 constitute a reference plane perpendicular to the ground, and each frame column 1 is provided with a first The diagonal bracing column 401 and the second diagonal bracing column 402; the connection between the first diagonal bracing column 401 and the frame column 1 is located at the intersection of the frame column 1 and the first frame beam 210, and the first diagonal bracing column 401 is located on the side of the reference surface; The connection between the two diagonal braces 402 and the frame post 1 is located at the intersection of the frame post 1 and the second frame beam 220, and the second diagonal brace 402 is located on the other side of the reference surface; the ground end of the first diagonal brace 401 and the frame post 1 The horizontal distance is 2.4m, and the horizontal distance between the second diagonal strut 402 and the ground end of the frame column 1 is also 2.4m.

在构造柱1顶端还设有地线柱6,地线柱6高度为3m。The top of the structural column 1 is also provided with a ground wire column 6, and the height of the ground wire column 6 is 3m.

其中构架柱1柱高14m,在构架柱1距地面7m处设有第三构架梁 230连接节点,在构架柱1距地面10.5m处设有第二构架梁220连接节点,在构架柱1距地面14m处设有第一构架梁210连接节点,即各构架梁2之间垂直间距为3.5m;Among them, the frame column 1 is 14m high, the third frame beam 230 connection node is arranged at the frame column 1 7m from the ground, the second frame beam 220 connection node is arranged at the frame column 1 10.5m from the ground, and the frame column 1 is separated from the ground. There is a first frame beam 210 connection node at 14m on the ground, that is, the vertical spacing between each frame beam 2 is 3.5m;

第一构架梁210具有一定弧度,弧度的顶点方向朝向参照面的一侧,第一构架梁210水平设置;第二构架梁220设置在两根构架柱1 之间,无弯曲弧度,并且第二构架梁220位于第一构架梁210下侧;第三构架梁230具有一定弧度,弧度的顶点方向朝向参照面的另一侧,即第三构架梁230与第一构架梁210弯曲方向相反,第三构架梁230 水平设置,并且位于第二构架梁220下侧;The first frame beam 210 has a certain radian, and the apex direction of the radian faces one side of the reference plane. The first frame beam 210 is arranged horizontally; The frame beam 220 is located on the lower side of the first frame beam 210; the third frame beam 230 has a certain radian, and the apex direction of the radian faces the other side of the reference plane, that is, the bending direction of the third frame beam 230 and the first frame beam 210 is opposite, and the The three frame beams 230 are arranged horizontally and are located on the lower side of the second frame beam 220;

在三根构架梁2中部设有支撑梁5,即支撑梁5距离两侧构架柱1 的水平距离为4.5m,支撑梁5一端部与第一构架梁210连接,中部与第二构架梁220连接,另一端部与第三构架梁230连接;支撑梁5与构架梁2的连接方式可以选择为焊接固定。A support beam 5 is arranged in the middle of the three frame beams 2, that is, the horizontal distance between the support beam 5 and the frame columns 1 on both sides is 4.5m, one end of the support beam 5 is connected with the first frame beam 210, and the middle part is connected with the second frame beam 220 , the other end is connected with the third frame beam 230; the connection mode of the support beam 5 and the frame beam 2 can be selected as welding fixed.

出线节点3包括第一出线节点301、第二出线节点302、第三出线节点303、第四出线节点304、第五出线节点305以及第六出线节点306;第一出线节点301位于第一构架梁210;第二出线节点302位于第一构架梁210,其中第二出线节点302与第一出线节点301沿支撑梁5对称分布;The outgoing node 3 includes a first outgoing node 301, a second outgoing node 302, a third outgoing node 303, a fourth outgoing node 304, a fifth outgoing node 305 and a sixth outgoing node 306; the first outgoing node 301 is located on the first frame beam 210; the second outlet node 302 is located on the first frame beam 210, wherein the second outlet node 302 and the first outlet node 301 are symmetrically distributed along the support beam 5;

第三出线节点303位于第二构架梁220;第四出线节点304位于第二构架梁220,其中,第四出线节点304与第三出线节点303沿支撑梁 5对称分布;The third outlet node 303 is located at the second frame beam 220; the fourth outlet node 304 is located at the second frame beam 220, wherein the fourth outlet node 304 and the third outlet node 303 are symmetrically distributed along the support beam 5;

第五出线节点305位于第三构架梁230;第六出线节点306位于第三构架梁230,其中,第六出线节点306与第五出线节点305沿支撑梁5对称分布;The fifth outlet node 305 is located at the third frame beam 230; the sixth outlet node 306 is located at the third frame beam 230, wherein the sixth outlet node 306 and the fifth outlet node 305 are symmetrically distributed along the support beam 5;

其中,第一出线节点301以及第二出线节点302距离第二构架梁 220的垂直距离为2m,第五出线节点305以及第六出线节点306距离第二构架梁220的垂直距离为2m,即第一构架梁210与第三构架梁230上的出线节点3距第二构架梁220的垂直距离为2m;The vertical distance between the first outlet node 301 and the second outlet node 302 from the second frame beam 220 is 2m, and the vertical distance between the fifth outlet node 305 and the sixth outlet node 306 from the second frame beam 220 is 2m, that is, the first The vertical distance between the outlet node 3 on the first frame beam 210 and the third frame beam 230 and the second frame beam 220 is 2m;

第一出线节点301以及第二出线节点302直线距离为4m,第三出线节点303与第四出线节点304直线距离为4m,第五出线节点305以及第六出线节点306直线距离为4m,即同一构架梁2上的出线节点3 之间直线距离为4m;The straight-line distance between the first outgoing node 301 and the second outgoing node 302 is 4m, the straight-line distance between the third outgoing node 303 and the fourth outgoing node 304 is 4m, and the straight-line distance between the fifth outgoing node 305 and the sixth outgoing node 306 is 4m, that is, the same The straight-line distance between the outgoing nodes 3 on the frame beam 2 is 4m;

第一出线节点301、第三出线节点303以及第五出线节点305距同侧构造柱1垂直距离为2m,第二出线节点302、第四出线节点304以及第六出线节点306距同侧构造柱1垂直距离为2m,即出线节点3距同侧构造柱1垂直距离为2m。The first outgoing node 301, the third outgoing node 303 and the fifth outgoing node 305 are at a vertical distance of 2m from the ipsilateral structural column 1, and the second outgoing node 302, the fourth outgoing node 304 and the sixth outgoing node 306 are away from the ipsilateral structural column. 1 The vertical distance is 2m, that is, the vertical distance between the outlet node 3 and the same side structural column 1 is 2m.

综上所述,与现有技术相比,具备以下有益效果:To sum up, compared with the prior art, it has the following beneficial effects:

1、本实用新型提供的一种日晷式变电钢构架,通过弧形构架梁的设计,实现“空间一字型”的效果,在保证安全范围的前提下,将原先水平方向的跨度转化成空间方向的高度,大大减小了占地面积,从而降低了建筑成本。1. A kind of sundial-type substation steel frame provided by the utility model, through the design of the arc frame beam, realizes the effect of "space in-line shape", under the premise of ensuring the safety range, the span of the original horizontal direction is converted into The height of the space direction greatly reduces the floor space, thereby reducing the construction cost.

2、本实用新型提供的一种日晷式变电钢构架,结构简单,在施工过程中组装方便,减小了施工的难度与施工时间,不仅加快了施工进度,更减小了施工成本。2. The sundial-type substation steel frame provided by the utility model has a simple structure, is easy to assemble during construction, reduces construction difficulty and construction time, not only speeds up construction progress, but also reduces construction cost.

需要说明的是,在本文中,诸如第一和第二等之类的关系术语仅仅用来将一个实体或者操作与另一个实体或操作区分开来,而不一定要求或者暗示这些实体或操作之间存在任何这种实际的关系或者顺序。而且,术语“包括”、“包含”或者其任何其他变体意在涵盖非排他性的包含,从而使得包括一系列要素的过程、方法、物品或者设备不仅包括那些要素,而且还包括没有明确列出的其他要素,或者是还包括为这种过程、方法、物品或者设备所固有的要素。在没有更多限制的情况下,由语句“包括一个……”限定的要素,并不排除在包括所述要素的过程、方法、物品或者设备中还存在另外的相同要素。It should be noted that, in this document, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any relationship between these entities or operations. any such actual relationship or sequence exists. Moreover, the terms "comprising", "comprising" or any other variation thereof are intended to encompass a non-exclusive inclusion such that a process, method, article or device that includes a list of elements includes not only those elements, but also includes not explicitly listed or other elements inherent to such a process, method, article or apparatus. Without further limitation, an element qualified by the phrase "comprising a..." does not preclude the presence of additional identical elements in a process, method, article or apparatus that includes the element.

以上实施例仅用以说明本实用新型的技术方案,而非对其限制;尽管参照前述实施例对本实用新型进行了详细的说明,本领域的普通技术人员应当理解:其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换;而这些修改或者替换,并不使相应技术方案的本质脱离本实用新型各实施例技术方案的精神和范围。The above embodiments are only used to illustrate the technical solutions of the present utility model, but not to limit them; although the present utility model has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: it can still be used for the foregoing implementations. The technical solutions described in the examples are modified, or some technical features thereof are equivalently replaced; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the embodiments of the present invention.

Claims (6)

1. The utility model provides a sundial formula power transformation steel framework which characterized in that, sundial formula power transformation steel framework includes:
the structure comprises two frame columns (1), wherein the two frame columns (1) form a reference surface forming an included angle with the ground;
a truss beam (2), said truss beam (2) being located between two of said truss columns (1), and said truss beam (2) comprising:
the first framework beam (210) has a radian along one side of the reference surface, and the first framework beam (210) is horizontally arranged;
a second truss beam (220), wherein the second truss beam (220) is horizontally arranged, and the second truss beam (220) is positioned at the lower side of the first truss beam (210);
a third truss beam (230), wherein the third truss beam (230) has an arc along the other side of the reference surface, the third truss beam (230) is horizontally arranged, and the third truss beam (230) is positioned at the lower side of the second truss beam (220);
sundial formula transformer steel framework still includes:
and the wire outlet node (3) is positioned on the framework beam (2).
2. The sundial-type power transformation steel framework of claim 1, further comprising:
one end of the diagonal brace (4) is connected with the framework column (1), and the other end of the diagonal brace (4) is fixed on the ground;
wherein the two framework columns (1) are respectively provided with the inclined stay columns (4).
3. The sundial-type power transformation steel framework of claim 1, further comprising:
the supporting beam (5) is positioned between the two frame columns (1), one end of the supporting beam (5) is connected with the first frame beam (210), the middle of the supporting beam is connected with the second frame beam (220), and the other end of the supporting beam is connected with the third frame beam (230).
4. The sundial-type power transformation steel framework of claim 1, further comprising:
a ground wire column (6), the ground wire column (6) being located at a top end of the truss column (1).
5. Sundial-type power transformation steel framework according to claim 3, wherein the outlet node (3) comprises:
a first outlet node (301), said first outlet node (301) located on said first truss beam (210);
a second outlet node (302), the second outlet node (302) being located on the first truss beam (210), wherein the second outlet node (302) and the first outlet node (301) are symmetrically distributed along the support beam (5);
a third wire outlet node (303), said third wire outlet node (303) being located on said second truss beam (220);
a fourth outlet node (304), wherein the fourth outlet node (304) is located on the second framework beam (220), and the fourth outlet node (304) and the third outlet node (303) are symmetrically distributed along the support beam (5);
a fifth outlet node (305), said fifth outlet node (305) located on said third truss beam (230);
a sixth wire outlet node (306), wherein the sixth wire outlet node (306) is located on the third framework beam (230), and the sixth wire outlet node (306) and the fifth wire outlet node (305) are symmetrically distributed along the support beam (5).
6. Sundial-type power transformation steel framework according to claim 2, wherein the bracing column (4) comprises:
the joint of the first bracing column (401) and the framework column (1) is positioned at the intersection point of the framework column (1) and the first framework beam (210), and the first bracing column (401) is positioned on one side of the reference surface;
the joint of the second bracing column (402) and the framework column (1) is positioned at the intersection point of the framework column (1) and the second framework beam (220), and the second bracing column (402) is positioned at the other side of the reference surface.
CN201921702318.9U 2019-10-12 2019-10-12 Sundial type power transformation steel framework Expired - Fee Related CN211597054U (en)

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